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LUA00-123 Vol. 2 of 2
( ci ) .1•LIBERTY RIDGE DEVELOPAA2Plo:No NING Renton, Washington CITY OF RENTON SEP • RECEIVED Preliminary Storm Drainage Report P. • 1-71 tri _ 2 ' 111 Prepared by: t,D J. j,p-z- Scott R. Borgeson, P.E. r; 0 No 0 4 Cr .A - • • 0 • • Reviewed by.- i le ),/.11 Donald J. Hill, P.E. p,,„ 4 hie; .:14.:434-069 ••>'' EXPIRES . SO AMMO INV WM MP' MEM YANI TRIAD ASSOCIATES September 1 2000 TRIAD JOB # 00 - 022 • Page 2 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 8 DEVELOPMENT LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT O Ch.4-Downstream Analysis O O O O n Additional Sheets Attatched PART 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION FOLLOWING CONSTRUCTION Ix 1 Sedimentation Facilities XO Stabilize Exposed Surface X I Stabilized Construction Entrance f l Remove and Restore Temporary ESC Facilities X I Perimeter Runoff Control (X] Clean and Remove All Silt and Debris • I I Clearing and Grading Restrictions I X I Ensure Operation of Permanent Facilities I I Cover Practices I I Flag Limits of NGPES l x l Construction Sequence I I Other O Other PART 10 SURFACE WATER SYSTEM " • I I Grass Lined Channel [ I Tank I XI Infiltration Method of Analysis I X I Pipe System I I Vault I I Depression S_13_IT_H_ I I Open Channel I I Energy Dissapator I—I Flow Dispersal Compensation/Mitigation O Dry Pond O Wetland O Waiver of Eliminated Site Storage 0 Wet Pond I I Stream O Regional Detention Brief Description of System Operation Stormwater generated on-site will be infiltrated and off-site tributary area will be bypassed. Facility Related Site Limitations I 1 Additional Sheets Attatched Reference Facility Limitation PART 11 STRUCTURAL ANALYSIS PART 12 EASEMENTS/TRACTS (May require special structural review) • I XI Drainage Easement O Cast in Place Vault O Other I I Access Easement 1 I Retaining Wall I I Native Growth Protection Easement I I Rockery>4'High I xl Tract I 1.Structural on Steep Slope I 1 Other PART 14 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision have visited the site. Actual g site conditions as observed were incorporated into this worksheet and the a I i! attatchments. To the best of my knowledge the information providedart"--4114_90a4 here is accurate. Sign r:LOW& 1/90 Page 1 of 2 King County Building and Land Development Division • - • TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 1 PROJECT OWNER AND PART 2 PROJECT LOCATION PROJECT ENGINEER AND DESCRIPTION La ' r. L • Pt nn hp., The. Project Owner 1 ftn nnA , er P. w s 200 Project Name T.i hPrty Pidge Address DR /Segae Etsiness Park Location (206)575-3200 �iiW 9&I0u Township 23N Phone 5E Project En ineer Donald J. Hills P.E. f Range g Section 16 Company Triad Associates Project Size 127 AC 1181 4 11 5th Ave.- NE Address Phone Kirkland WA 98034 Upstream Drainage Basin Size 3 AC • PART 3 TYPE OF PERMIT APPLICATION PART 4 OTHER PERMITS a Subdivision DOF/G HPA I—I Shoreline Management { n Short Subdivision 0 COE 404 Eli Rockery - CD Grading Li DOE Dam Safety n Structural Vaults In Commercial FEMA Floodplain LI Other I-7 Other n COE Wetlands LI HPA PART 5 SITE COMMUNITY AND DRAINAGE BASIN Community • Drainage Basin Cedar River PART 6 SITE CHARACTERISTICS I--I River 0 Floodplain n Stream 0 Wetlands Li Critical Stream Reach CI Seeps/Springs Depressions/Swales 0 High Groundwater Table •Li Lake I x I Groundwater Recharge 0 Steep Slopes Li Other .O Lakeside/Erosion Hazard • PART 7 SOILS • Soil Type Slopes Erosion Potential Erosive Velocities Everett Variable Low Low I I Additional Sheets Attatched 1/90 TABLE OF CONTENTS Page INTRODUCTION 1 VICINITY MAP 1 DRAINAGE CONCEPT 2 CITY OF RENTON AQUIFER PROTECTION AREAS EXHIBIT 5 DOWNSTREAM ANALYSIS 6 DOWNSTREAM ANALYSIS EXHIBIT 7 DETENTION CALCULATIONS 8 OFF-SITE RELEASE 13 EXISTING CONDITIONS EXHIBIT 15 BASIN#2 16 BASIN#1 18 BASIN 1 DEVELOPED CONDITIONS EXHIBIT 20 BASIN 2 DEVELOPED CONDITIONS EXHIBIT 21 RISER SIZING CALCULATIONS 22 EMERGENCY OVERFLOW SPILLWAY 23 EROSION CONTROL 23 APPENDIX SCS Soils Map Table 3.5.2B—SCS W.Washington Runoff Curve Numbers 2, 10,25,& 100-Year Isopluvials Liberty Ridge Infiltration Calculations Water Works Output Geotechnical Summary of Drainage System Construction Monitoring at the Site of the Proposed"Liberty Ridge" Subdivision(Former"Cedar Crest"Site)Renton,Washington,July 11,2000 Hydrogeologic&Geotechnical Services/Report Addendum prepared by GeoEngineers,Inc.,April 6, 1995 Hydrogeologic&Geotechnical Services/Report prepared by GeoEngineers,Inc., October 24, 1994 Preliminary Geotechnical Report prepared by CH2M Hill,May, 1988 Preliminary Hydrogeologic&Geotechnical Report prepared by Golder Associates,January, 1988 Level I Drainage Study and Preliminary Storm Drainage Calculations for Cedar Crest Manufactured/Modular Home Community prepared by Barghausen Consulting Engineers,Inc., Revision Dated November 4, 1994 Hearing Examiner's Report and Decision/File No.LUA-95-023,CU/V/MHP/ECF,May 23, 1995 STORM DRAINAGE REPORT FOR LIBERTY RIDGE—Page i INTRODUCTION The proposed project is a 436 single-family residential subdivision on an approximately 107.5-acre site located north of Maple Valley Highway(State Route 169), east of and abutting Edmonds Avenue and the La Colina subdivision, west of the King County Maintenance Facility site and other King County-owned property, and south of N.E. 3rd/4t Street, in the City of Renton, Washington. More generally, the site is located in Section 16, Township 23 North, Range 5 East, W.M. (Please refer to the Vicinity Map located below). The project site is naturally separated into two drainage basins,and both will be covered by this report. Approximately 85 acres of the site will be developed,while approximately 22 acres will remain native. The site has been used as a gravel pit,which has been mined of most of the useful coarse gravel materials. The underlying foundation material is primarily fine to coarse-grained glacial outwash, which allows for good infiltration of surface water. A detailed description of the on-site soils can be found in the October, 1994 Hydrogeologic and Geotechnical Services/Report prepared by GeoEngineers, Inc. concerning the subject property. A copy of that report is included in the Appendix. NF PARK 1)1? IM AMIL SITE S1 NE 4TN ST Nf 3RD GREENWOOD CEMETERY CITY OF RENTON -Poo VICINITY MAP Not to Scale STORM DRAINAGE REPORT FOR LIBERTY RIDGE—Page 1 DRAINAGE CONCEPT The storm drainage system for the proposed project has been designed with reference to standards found within the 1990 King County Surface Water Design Manual (KCSWDM)and as shown on the Preliminary Plat Plans that accompany this report. Currently, the majority of the on-site and off-site (upstream) stormwater infiltrates into the ground. The remainder is conveyed, through channels that were constructed as shown on the May, 1998 Grading/Temporary Erosion and Sedimentation Control Plans for the Cedar Crest project(plans that were previously approved by the City of Renton). Cedar Crest,a 402-unit planned manufactured home community, was previously proposed for the subject property. A land use application was made in 1995 for this previous proposal. The existing drainage channels convey stormwater to an existing Type II catch basin located approximately 500 feet south of the northwest corner of the site. From this structure,the water flows via a 30-inch underground pipe to an open basin that is located south of N.E. 3`d/4t' Street,just outside the northwest corner of the site. A description of the existing conveyance system downstream from this point can be found in the Downstream Analysis section that follows this section. The site lies within two separate City of Renton Aquifer Protection Zones (see City of Renton Aquifer Protection Areas at the end of this Drainage Concept section). The boundary line between the two zones runs east to west across the property, segmenting the southern portion of the property into APA Zone 1, while the northern portion is classified as APA Zone 2. This division line is also shown on the Basin 1 Developed Conditions Exhibit and the Basin 2 Developed Conditions Exhibit, both of which are located in the Detention Calculations section of this report. The Conditions of Approval for Cedar Crest (see the Hearing Examiner's Report and Decision included in the Appendix) required infiltration of all of the stormwater generated on-site. Because it is anticipated that a similar requirement will apply to the now- proposed Liberty Ridge project, the storm drainage facilities have been designed to satisfy this condition. In addition, because infiltration of stormwater is restricted within APA Zone 1, all of the infiltration facilities for this project have been sited within APA Zone 2. The site has been divided into two basins, with Basin #1 covering the northern portion of the site, while Basin#2 covers the remainder of the site. The storm drainage facilities of each basin are interconnected so as to achieve the on-site infiltration of stormwater from all design storm events. The stormwater generated within Basin #2 will be collected in a tightline conveyance system and directed to the existing water quality/detention/infiltration facility ("Pond C"), which is located in the middle of the site, within the overhead power easement that bisects the site. There is also an additional detention/infiltration facility located in Basin #1 ("Pond B"), which receives stormwater exclusively from Basin #2. Basin #2's stormwater will first enter a three-celled wetpond that will provide water quality enhancement prior to discharging into infiltration Pond C. Once the level pool in Pond C reaches a certain elevation,some of the flows will be conveyed to infiltration Pond B. Similarly, once the level pool in Pond B reaches a certain elevation, some of the flows will be conveyed to Pond A. Pond A is the existing water quality-detention- infiltration facility that is located along the western property boundary of the site and south of the proposed STORM DRAINAGE REPORT FOR LIBERTY RIDGE—Page 2 Road A. All of the stormwater generated within Basin#1 will be collected in a tightline conveyance system and directed to Pond A, which will also receive the overflow of Pond B. Stormwater from Basin#1 will first enter a three-celled wetpond (cell 2 and cell 3 already exist) that will provide water quality enhancement prior to discharging the water into the infiltration pond portion of Pond A, while stormwater overflow from Pond B will flow directly into that infiltration pond. All of the infiltration ponds will provide live storage detention to allow the 2, 10,and 100-year/24-hour storm events to be released entirely through infiltration. At the recommendation of GeoEngineers, Inc. (see the copy of the July 11,2000 Geotechnical Summary of Drainage System Construction Monitoring in the Appendix), an approximately 78,000 s.f., 4' deep infiltration blanket has already been constructed as a part of the construction of Pond A. That infiltration blanket extends to the north from the northwest corner of Pond A,providing an ample area for distribution of infiltrating waters and thereby increasing the effective percolation rate. For this reason,Pond A serves as the primary infiltration pond for the entire project site, receiving all stormwater that is not infiltrated by either Ponds C or B. This gravel blanket is proposed to be extended over the area of Pond A, as described in GeoEngineers' July 11,2000 report,and as shown on the Preliminary Plat Plans. Finally, there are two bypass areas of Basin#1 that will be conveyed via the Emergency Overflow Pipe to the natural discharge point in the northwest corner of the site. One area is 3.87 acres lying along the northeast site corner. It will remain as an undeveloped slope. The other area is a 1.47-acre naturally graded gully area in the northwest corner of the site that is significantly lower than the remainder of the site. The goal of the proposed drainage system is to provide infiltration in order to recharge groundwaters, to prevent adverse impacts to downstream areas,and to maintain the overall hydrologic balance of the site and surrounding area. Currently,the off-site(upstream)stormwater(from Basin 1 -3.01 acres and from Basin 2 - 0.95 acres), the on-site generated stormwater that does not infiltrate, and some of the groundwater base flows contribute to the downstream flow that discharges at the northwest corner of the site. In order to maintain this flow,the stormwater flows from the off-site tributary areas and the 3.87 acre upstream bypass area will be collected by gravel trench drains. These collection-conveyance pipes will follow the toe of the slope that runs along the east and northeast property lines. Stormwater flows from both above and below ground will be captured by this system and channeled to the site's natural discharge point via the emergency overflow pipe. The Conditions of Approval for Cedar Crest questioned how the project site and neighboring areas would be affected by infiltrating stormwater in the infiltration ponds rather than distributing it over the entire site. It appears that the stormwater that infiltrates in the existing condition, both on-site and off-site(upstream), flows naturally towards the northwest corner of the site. This is verified by GeoEngineers' report dated July 11, 2000, which discusses the location of the constructed gravel filter blanket as follows: "During gravel mining operations a permeable zone of gravel was encountered north of Pond A. This material is a sandy gravel. This gravel zone is where much of the previous runoff from the site naturally infiltrated. To take STORM DRAINAGE REPORT FOR LIBERTY RIDGE—Page 3 advantage of this gravel zone, a connecting gravel infiltration blanket has been constructed from the north edge of Pond A approximately 750 feet north to connect it to the gravel zone." In our opinion, it appears that the stormwater infiltrated on-site in the developed condition will follow the same general flow patterns toward the northwest corner of the site, and will help to maintain the existing downstream flows. This is confirmed by the location of the infiltration facility,where the infiltration pond(Pond A) and the adjoining infiltration blanket are situated back from the west property line of the site to allow the infiltrated flows to spread out as the flows follow the apparent westerly gradient. This is also confirmed by the orientation of the infiltration facility where Pond A and the infiltration blanket are oriented and spread out in the north- south direction to better disperse the infiltrated flows so that they more closely match the existing condition. STORM DRAINAGE REPORT FOR LIBERTY RIDGE—Page 4 05/07/98 06:27 FAX 425 235 2541 KENTON Fib irvr +�V� Post-it•Fax Note 7671 Date h, JpiareS / -{••;To C' . so rye 50 h From a ! 1, 014. Firckruccert. re s 1-:::::::-:-=-7.-7.-:-:---:-:-.:-:-:-:--_- = I A AP.a i v••r•fi v.v.,..•.• IM®, Co IDapL Co. >."��j:3if''✓?1.i:v'•'4c��o u y Phone 6 Phone R -----t - �i::.:pit:;: ••✓••'�r:}�'r•ti'•:'•••CS st z Fax ---__-____- =_- ff ••,yam: {!�:•:Cy9;;..:�Sr' !::.+'.✓•�"� ;� T�� �.•SL~�/U1F3xii_______ _-_ _� A•r�I•?.v'•.N:c.�✓:t:,�.1•'iytil'i:l}:+t•.;..y+v.".�1]r;,,;.Y.'✓•tif•-r, f 10�••r]-,]�j, �, : �:• ✓:. 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K y b f i �c:,t:t ••':••ti:•'•••O.P•:•q:•:$:•:4••J•••tip:• r i a s+n a , CL:•I•a;.yw. ..45 C.4.41,.:::Y;v: J••'•V•:A a �, s AM •x - ',e'• +.: is•y.4,.✓b::::$ ::,:, ;1 • :. 'D+� 4 s ua:r �✓< 9• i ra.•S.' '--s' .•:;::• f:.r.•, •�`t`v•• �y'Yy su•,y., ' �'w` �s1::.' •.:11;,ti.1,:;^•,yYj/ri�.::.:,<%a✓:✓:T.S.4:ree „�, r: ( 1 A l'� °f �.4."4 :.,✓�;, 0 250 ` ' 000 F ,,� 4 �� me L 1 . , , 4 _ s:x a �1 ALA s .'�,z uaF u Sr Wy Z �� •r..����r_ • N n I ;r _se IIlr Si _ if 0'5 U,n ---I , T i :114 T•L:lvlkd Service' CITY OF RENTON .-- CITY LIMITS ►_Mec nl Rgi w�ti AQUIFER PROTECTION AREAS 71rs�OM.,D. vlfn■,� PRODUCTION WELLS ,j:Y .'t 26 August/997 DOWNSTREAM ANALYSIS As described previously, the stormwater generated on-site during the design storm events will all be infiltrated on-site. However, an Emergency Overflow Pipe system has been designed and installed to convey the stormwater that would be discharged by Ponds A, B, or C in the event of failure or a storm in excess of the 100-year design storm event. This existing pipe is also designed to convey the runoff from the on-site bypass areas and the off-site (upstream) tributary area. The 30-inch diameter pipe follows the alignment of Road A until it makes a jog to connect to a type II catch basin with solid cover that is located approximately 500 feet south of the northwest corner of the site. This structure is labeled as CB OV-IA on the Downstream Analysis Exhibit(next page). From this structure, the stormwater continues through approximately 157 feet of 30-inch underground H.D.P.E. pipe to an open pond that is located on the south side of N.E. 3ra/4th Street,just outside the site's northwest corner. Stormwater from this basin overflows into a 48-inch diameter corrugated metal pipe riser and then flows through approximately 168 feet of 48-inch corrugated metal pipe at roughly a 5 percent slope. This pipe discharges into a drainage channel that is well-defined, heavily-vegetated, and extends westerly for approximately 300 feet. There, water in the channel discharges into an open pond that is approximately 100 feet long by 50 feet wide and approximately 3 to 5 feet deep. The pond is located along the south margin of N.E. 3ra/4t Street and east of Blaine Avenue N.E., adjacent to the entrance into the Mount Olivet Cemetery. Stormwater exits this pond through an overflow structure with a birdcage,where it then enters into a system of approximately 1,250 feet of pipe (18" diameter pipe followed by 24" diameter pipe)that runs along the southern margin of N.E. 31a/4t Street, eventually discharging into a system near I- 405. By that point, the Liberty Ridge site makes up less than 10 percent of the contributing basin and, accordingly,further downstream drainage systems were not studied. Note that the above-described downstream flow path was observed while it was conveying heavy rains during an October 13, 1998 site visit by Triad Associates. The drainage course was working properly and no signs of erosion or flooding problems were evident. A similar summary of downstream conditions is included in the November 4, 1994 Level 1 Drainage Study and Preliminary Storm Drainage Report by Barghausen Consulting Engineers, Inc., included in the Appendix. STORM DRAINAGE REPORT FOR LIBERTY RIDGE—Page 6 PORTIONS SECTORS 16, TOWNSHIP 23 N., RANGE 5 E., W.M. milmemomminnin 14, 1/2, TRIAD ASSOCIATES MI isen•ft Ina ld1`licsalag Wiwi legitimism -_ 11114 UM kn.@ hgsf,It 110:1/-EGIS N{10LIJN1 la MALL 1 -' fill No 01.111m61 wm tdai mggea -4-""N7-kw- -. - O -- co 3 \/ . CI \ Ai/1144:12 SCALE: 1 = 200 ' " y CI A47 . 10 Q� ,� \ 4____:_ 0 0 200 400 ' 11. 10. Ak- ac03 WI 530 L.F. APPROAIM 7E _ 1111 'mill $ I o `�� CONVEYANCEyy Ny ;�= " " 'S� �'' 48'CMP �11- O W Cr AS—BU/LT DRAWINGS DATED ;- " " .0 l''F. _'�y 1z4 "/.: ` -11- \ MkY 17 1965. STORM PIPE � _ _ 18 EASj OF MON7EREY DR. MATE? `'4- • •• o ahs:r _ , _` `_ AND 24 TO 7HE WEST. ' , ;y. D (OROw \� A s: �76>< -�� k. �iy ` - = - ; ER SHE ENTRANCE 1 ;�. rk:--y3 O F -I1NimImiiimiminmi 1 - - - - / CB W s - , o f Is 1 - a `- DEBRIS BARRIER (PAVED) {,µJ'.1.7; 1 I 111 I m � \11 4JOUNTOLIVET OV-1A : iAliEMETERY BLAINE 1 --MONTEREY C AVENUE �` s /�� DR. N.E. I .l\ / PROJE SAY I. \i% btoncr sumo YOWL L.MAINESOLL ff - ,,t 11111 DAM um, IsImilmlimi I .. MET IANDSCIIII ammo �T LIBERTY RIDGE ' SITE M / ak / 'W1 I.i MN NOT TIOD '— • ____MED IND MUD r JOB IRIMBEI 00-022 li SIBIT NUM 1Or 1 1€ ©2000 TRIAD ASSOCIATES _ l _ DETENTION CALCULATIONS Basin #1, as shown on the Basin 1 Developed Conditions Exhibit provided at the end of this section, includes the north half of the developed site, as well as the full width of Edmonds Avenue from N.E. 3`d/Lith Street to the Plat of La Colina. Basin #2, as shown on the on the Basin 2 Developed Conditions Exhibit provided at the end of this section,includes the south half of the developed site as well as the approximately 4-acre future park area in the southwest corner of the site. The specific areas, which were included in the facility-sizing calculations,have been summarized in the table below. The table shows the areas calculated for each of the different land covers in the developed condition for the areas of each basin and the areas that are tributary to each pond. SUMMARY OF AREAS USED IN CALCULATIONS Basin#1 Basin#2 Pond Sizing Location Impervious Pervious Impervious Pervious A C&B Area Area Area Area (acres) (acres) (acres) (acres) CN=98 CN=68 CN=98 CN=68 Interior Roads&Sidewalk 7.82 6.08 X X Alleys 1.31 0.66 X X Impervious Area on Lots (Basin#1/Basin#2) 11.27 9.91 X X 40'Wide Lots(1,925 s.f./lot) (191/80 lots) 45'Wide Lots(2,200 s.f./lot) (30/12 lots) 50'Wide Lots(2,385 s.f./lot) (24/67 lots) 60' Wide Lots(2,855 s.f./lot) (0/32 lots) Edmonds Avenue(On-Site) 1.54 X Edmonds Avenue(Off-Site,Adjacent La Colina Plat) 0.20 X Detention/Infiltration Pond A(Incl.surrounding area) 3.42 X Water Quality Pond A 0.45 X Detention/Infiltration Pond B(Incl.surrounding area) - 0.90 X Detention/Infiltration Pond C(Incl.surrounding area) 1.88 X Water Quality Pond C 0.52 X Pond Access Roads(Gravel) 0.15 0.15 X X Future Park Area(North of Emergency Access Road) 0.50 2.89 X Bypass Area(Slope in N.E.corner of site) 3.87 Bypass Area(Depression area in N.W. corner of site) 1.47 Pervious Future Park Area(S.W.corner of site) 3.95 X Pervious Grass/Landscaped Areas 20.57 15.15 X X Acreage Totals 23.24 32.22 17.32 21.88 Total Impervious 23.24 17.32 Total Pervious 32.22 21.88 Totals 55.46 39.20 Existing Conditions Tributary Area: 50.12 Ac. (area tributary to Pond A)-0.20 Ac.(Edmonds Ave. off-site) +3.87 Ac. (N.E. slope bypass area)+39.20 Ac.(area tributary to Ponds B&C)=93.19 Ac. The detention calculations were performed using Engenious Systems Inc.'s hydrology program Water Works. Hydrographs were developed using S.B.U.H. methodology with a King County Type I-A (User 1) 24-hour rainfall distribution. Separate S.C.S. curve numbers were used for the impervious and pervious portions of the site. STORM DRAINAGE REPORT FOR LIBERTY RIDGE-Page 8 Using the onsite existing condition hydrographs,the allowable release rates were determined for the site in accordance with City of Renton standards. Developed condition hydrographs were then generated for the bypass areas in order to verify that the developed bypass flows did not exceed the pre-developed peak runoff rates for each of the 2, 10,and 100-year,24-hour storm events. Infiltration Rates According to Core Requirement #3, Section 1.2.3 of the KCSWDM, "[t]hree basic methods for peak rate runoff control are possible: detention, retention, and infiltration." This project proposes to use infiltration to meet this core requirement. Further in this section of the KCSWDM (under the heading "Infiltration Facilities"), the manual states that"the factors of safety for infiltration systems are incorporated within the methods of analysis and design standards described in Section 4.5." GeoEngineers has studied the soils present on the proposed project site over several years, and published several reports that address the infiltration rates anticipated for the soils in the vicinity of each of the proposed infiltration ponds. In their July 11, 2000 Geotechnical Summary of Drainage System Construction Monitoring,included in the Appendix,GeoEngineers recommends a design infiltration rate of 8 inches per hour for Pond A (over the base area of the pond) and a design infiltration rate of 4 inches per hour for Ponds B and C. As mentioned previously, an approximately 78,000 s.f., 4' deep infiltration blanket has already been constructed as a part of the construction of Pond A during the site grading operations in accordance with the approved Grading/Temporary Erosion and Sedimentation Control plans prepared by Triad Associates (sheets 1 through 21, dated August, 1995 and revised May 7, 1998). In the October 24, 1994 Hydrogeologic and Geotechnical Services/Report, GeoEngineers recommended the construction of this gravel infiltration blanket in order to take advantage of the site's natural underlying gravel soils for improved infiltration. GeoEngineers, in conjunction with Construction Testing Laboratories, Inc., monitored the construction of the infiltration blanket's construction. In their July 11, 2000 Geotechnical Summary of Drainage System Construction Monitoring,they summarize the intended purpose of the gravel blanket as follows: "During gravel mining operations a permeable zone of gravel was encountered north of Pond A. This material is a sandy gravel. This gravel zone is where much of the pervious runoff from the site naturally infiltrated. To take advantage of this gravel zone, a connecting gravel infiltration blanket has been constructed from the north edge of Pond A approximately 750 feet north to connect it to the gravel zone." The report goes on to address the current condition of the blanket and their recommendations as follows: "It will be necessary to extend the infiltration blanket under infiltration Pond A in order to permit large flow of water into the blanket. As Pond A and the blanket are presently constructed, the area of flow into the blanket is limited to the end area of the blanket that intersects with Pond A. After the blanket is extended under Pond A(at the same thickness as the existing portion of the blanket),the new portion of the blanket should be covered with nonwoven geotextile and a minimum of 18 inches of washed concrete sand STORM DRAINAGE REPORT FOR LIBERTY RIDGE—Page 9 or similar material. Note that the infiltration rate from Pond A is limited by the percolation rate through the material over the geotextile. For washed concrete sand, a design rate of 8 inches per hour is recommended over the base area of the pond." GeoEngineers' July 11, 2000 report addresses the infiltration rate that they recommend for the design of Ponds B and C in the following paragraph: "We have also reviewed the design percolation rate for Ponds B and C. Providing that they are cleaned out down to native soil, the previously recommended rates of 4 inches per hour are recommended for design." This quotation refers to_GeoEngineers' recommendations contained in their October 24, 1994 Hydrogeologic and Geotechnical Services/Report, which provides the following analysis of the on-site soils: "Stormwater infiltration rates for the site soils were calculated based on the grain-size distribution of select soil samples and their corresponding soil textures. The U.S. Department of Agriculture Textural Triangle provided in the Stormwater Management Manual for the Puget Sound Basin, published in February 1992, was used to determine the soil textures and the infiltration rate. Representative soil samples were collected at the elevations of the proposed infiltration pond bottoms below the filter. The theoretical stormwater infiltration rate for the soil samples analyzed is about 8 inches per hour. This rate of infiltration would occur until the underlying soil is saturated and the water table is mounded above the bottom of the pond. When the top of the mound is above the bottom of the pond, the effective infiltration rate is equivalent to the dissipation rate of the mound. Important factors affecting the dissipation are the size and shape of the infiltration area, depth to the water table, and other factors." The report goes on to specifically address the infiltration rate for the areas of Pond B (identified in their report as 'area B') and Pond C (identified in their report as 'area C'): "For percolation area B, we calculate a dissipation rate of 4 to 6 inches per hour. Based on this, a design percolation rate of 4 inches per hour is recommended. The dissipation rate for area C is calculated to be 4 inches per hour, and a percolation rate of 4 inches per hour is recommended." The infiltration rates recommended for all three ponds do not exceed the maximum rate of 8 inches per hour for this Vashon glacial outwash soil as specified in Table 4.5.2 of the KCSWDM. Due to KCSWDM Section 4.5's required factor of safety of 2.0 (although the EPA test was not used, 2.0 is the more conservative of the two factors specified in the KCSWDM), an infiltration rate of 4 inches per hour was used for the subsequent detention calculations for the design of Pond A and an infiltration rate of 2 inches per hour was used for the design of both Ponds B and C. Pond Operations and Interconnection The stormwater infiltration needs of Basin #2 are served by all three ponds, which are connected by a 12" storm pipe conveyance system. Pond C serves as the primary water quality-detention-infiltration facility, while Ponds B and A provide additional detention and infiltration capacities. Pond C provides detention and infiltration in its most northern cell. Additional detention volume is provided above the live storage- dead storage interface in the three wet pond cells. Pond B is entirely a detention and infiltration pond, as all of the flows entering it will have already been treated by the wet pond portion of Pond C. Overflow during storm events exceeding the 10-year storm will be conveyed from Pond B to Pond A. Pond A serves the STORM DRAINAGE REPORT FOR LIBERTY RIDGE—Page 10 water quality-detention-infiltration needs of all of Basin #1, while also providing additional detention and infiltration capacity for Basin#2. The details of the operation of this proposed system are explained as follows. A catch basin containing a riser control structure is to be located at the north end of Pond C. It will receive flows from Pond C via a single 12" pipe and, once the level pool in Pond C reaches an elevation of 246.30, water will begin discharging through the riser via a single 4.75"-diameter orifice and will be conveyed to Pond B through a 12"pipe. Flows from Pond C will also be able to be discharged through an emergency overflow structure that is to be located in the northwest corner of Pond C. This catch basin has a proposed rim elevation set at the 100-year maximum water surface elevation of Pond C. If the water surface of Pond C exceeds the design maximum water surface elevation of 251.00, a 24" secondary discharge pipe will convey additional flows to a 30" emergency overflow pipe located under Road A, which discharges at the site's natural discharge point (as described previously in the Downstream Analysis section, above). Under normal circumstances,however,the riser discharge structure will serve as a flow splitter, allowing just a portion of the stormwater flows to be conveyed to Pond B while the remainder is infiltrated in Pond C. Pond B will receive stormwater exclusively from the overflow of Pond C. Pond B is designed to discharge most of the runoff that enters it via infiltration;however, it will have a flow splitter located near its western end. This structure will contain a riser with a top set at elevation 245.85 so that once the level pool in Pond B reaches this elevation,additional flows will be directed to Pond A by the Basin#1 conveyance system for infiltration in that facility. A second riser in this flow splitter structure will have its top set at elevation 246.00 and will serve as Pond B's primary emergency overflow route. If Pond B's level pool reaches elevation 246.00, additional flows will be conveyed to the site's natural discharge point by the emergency overflow pipe located under Road A. Pond A will receive all of the stormwater of Basin#1, in addition to the minor flows from the overflow of Pond B. Pond A has been designed to infiltrate the all of this stormwater(up to and including the 100-year storm event) through the bottom of the pond and its connected gravel filter blanket. An emergency overflow structure will be located in the northwest corner of the pond, which will have a riser with a top elevation of 241.60. If the level pool in Pond A reaches this elevation, additional flows will be conveyed to the site's natural discharge point. Pond Detention Volume Analysis Ponds A and C have already been constructed and have been as-built surveyed, providing us with accurate information in regard to the storage capacity they will have in the developed condition. Pond B has also already been constructed, but is proposed to relocated approximately 70'feet southward, but built to the same dimensions. Therefore, the as-built survey information for it can be used for analyzing the approximate storage capacity proposed for this facility. STORM DRAINAGE REPORT FOR LIBERTY RIDGE—Page I I Developed condition hydrographs were generated for each of the 2, 10, and 100-year,24-hour storm events for the 50.12 acres of Basin#1 and the 39.20 acres of Basin#2. The hydrographs were then routed through the interconnected infiltration Ponds, A, B, and C, verifying that the volume of these as-built ponds was sufficient,as shown in the Level Pool Table Summary near the end of this section. For the following calculations,the total precipitation for the 2, 10,and 100-year,24-hour storm events were found to be 2.00",2.90", and 3.90"respectively, as shown on the respective King County isopluvials. The curve numbers used for the different landcovers are shown on Table 3.5.2B—S.C.S. Western Washington Runoff Curve Numbers. All of these exhibits are located in the Appendix at the end of this report. The infiltration rates identified above(in units of feet per second)were used to calculate the projected discharge rates at each stage of each pond(in units of cubic feet per second). The infiltration rates were applied to the surface area at each stage,which increase with increasing elevation due to the sloped side walls of all of three facilities. These calculations are summarized in a table titled Liberty Ridge Infiltration Calculations,which is included in the Appendix. A summary of the off-site release and detention- infiltration pond calculations is provided below. • STORM DRAINAGE REPORT FOR LIBERTY RIDGE—Page 12 OFF-SITE RELEASE • Onsite Existing Condition Hvdrographs Total Area=93.19 Ac(See the preceding Summary of Areas table) Impervious Area = 0.00 Ac @ CN=98 Pervious Area =93.19 Ac @ CN=68 (grassy open space) Time of Concentration= 14.96 minutes(See the Existing Conditions Exhibit on page 13) Reach 1: , 130 ft Sheet Flow @ 32.3%, `n'=0.15 (prairie grass) Reach 2: 350 ft Shallow Concentrated Flow @ 3.9%,`ks'= 11 (pasture) Reach 3: 1,215 ft Channel Flow @ 2.7%,`ks' = 17(grassy swale) Existing Condition Hydrograph Summary Storm Precip. Peak Flow Volume Time of Peak Event [in] [cfs] [ft3] [min.] 2-Year 2.00 1.49 65,788 1440 10-Year 2.90 4.47 194,753 490 100-Year 3.90 15.95 386,383 480 Bypass Area Developed Condition Hvdrographs Slope area along northeast property boundary: Total Area=3.87 Ac(See the Summary of Areas table) Impervious Area =0.00 Ac @ CN=98 Pervious Area =3.87 Ac @ CN=68 (grassy open space) Time of Concentration=30.44 minutes, (See the Basin I Developed Conditions Exhibit at the end of this section) Reach 1: 275 ft Sheet Flow @ 6.2%, `n'=0.15 (prairie grass) Reach 2: 630 ft Shallow Concentrated Flow @ 1.5%,`ks' = 11 (pasture) Reach 3: 460 ft Channel Flow @ 2.5%,`ks'=42(pipe) Reach 4: 370 ft Channel Flow @ 1.2%,`ks'=42(pipe) Reach 5: 290 ft Channel Flow @ 0.5%,`ks' =42(pipe) Reach 6: 340 ft Channel Flow @ 2.7%,`ks' =42(pipe) N.E.Bypass Area Developed Condition Hydrograph Summary Storm Precip. Peak Flow Volume Time of Peak Event [in] [cfs] [ft3] [min.] 2-Year 2.00 0.06 2,732 1440 10-Year 2.90 0.16 8,088 760 100-Year 3.90 0.49 16,046 490 • STORM DRAINAGE REPORT FOR LIBERTY RIDGE—Page 13 Depression area in northwest corner of property: Total Area.= 1.47 Ac(See the Summary of Areas table) Impervious Area =0.00 Ac @ CN=98 Pervious Area = 1.47 Ac @ CN=68 (grassy open space) Time of Concentration= 13.33 minutes (See the Basin 1 Developed Conditions Exhibit at the end of this section) Reach 1: 240 ft Sheet Flow @ 24.6%, 'n'=0.24(dense grass) N.W.Depression Area Developed Condition Hydrograph Summary Storm Precip. Peak Flow Volume Time of Peak Event [in] [cfs] [ft3] [min.] 2-Year 2.00 0.02 1,038 1440 10-Year 2.90. 0.07 _ 3,072 490 100-Year 3.90 0.26 6,095 480 Offsite Release Summary Using the existing condition hydrographs,the following allowable release rates for the site were determined. 2-Year Allowable Release Rate =2-yr Pre-developed flow =1.49 cfs 10-Year Allowable Release Rate = 10-yr Pre-developed flow =4.47 cfs 100-Year Allowable Release Rate= 100-yr Pre-developed flow=15.95 cfs The hydrograph sums(not arithmetic sums)for the bypass areas(as shown below)were then compared with the allowable release rates in order to check that the flows discharged from the site in the developed condition did not exceed the allowable rates. Please refer to the Water Works output included in the Appendix for the hydrograph data,hydrograph summary table,and actual program output. 2-Year Bypass Area Release Rate =Sum of developed flow'from both areas=0.09 cfs 10-Year Bypass Area Release Rate =Sum of developed flow from both areas=0.22 cfs 100-Year Bypass Area Release Rate=Sum of developed flow from both areas=0.73 cfs STORM DRAINAGE REPORT FOR LIBERTY RIDGE—Page 14 • 0 • • r----" t. S /.....:‘. ..•••';•e :•F.".y:,.:," ';fit::':: `„---' 'I • h fig',:;; {q. N { • • :: ygp� : • ! :'.i i‘:......::.'.7-.:'. ?r.r.:.".-......:•••••.t.;::::'.........,.......--.:•- ::::'''..-- #.:.....::,•':::',.,,...:.'„..."'......:..... ..:Y-7,ci',:.. ----- 1 it.- vim :, }: +� t :..t -� h 'ice K (•� e c '. .. .. .. ., .. ..... :mil • GC * ..: ; ' ' 0 (n^�'nTo(A ft� G4 j y t Z 4p ma i P}: A: • t i ^y , I . 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BY CK EXISTING CONDITIONS EXHIBIT g v. 0 IN: Nr R;li 11 h � � A 1 "a z a eau (/�,: N� o4 $ LIBERTY RIDGE 1 -0 9ICI� ".��;�% N CITY OF RENTON, WASHINGTON e£I (A 00]Ipxt ,!,,,OTT,.: COST /n/oa 0unwr BASIN #2 Developed Condition Hydrographs for Area Tributary to Ponds C&B Total Area=390 Ac(See the Summary of Areas table) Impervious Area =21.88 Ac @ CN=98 Pervious Area = 17.32 Ac @ CN=68 (lawn) The following time of concentration figure is based on an approximate flow path from the east end of Basin #2 to Pond C via the proposed conveyance system. Please reference both the Basin 2 Developed Conditions Exhibit (located at the end of this section) and the Preliminary Plat Plans (that accompany this report)for the basis of the following values used in the computation of the time of concentration. Time of Concentration= 10.74 minutes Reach 1: 90 ft Sheet Flow @ 29.0%, 'n' =0.15 (lawn) Reach 2: 235 ft Shallow Concentrated Flow @ 3.4%,`ks' = 11 (lawn) Reach 3: 1,830 ft Channel Flow @ 2.2%,`ks'=42(pipe) Basin#2 Developed Condition Hydrograph Summary Storm Precip. Peak Flow Volume Time of Peak Event [in] [cfs] [ft3] [min.] 2-Year 2.00 9.82 153,154 480 10-Year 2.90 15.48 248,156 480 100-Year 3.90 23.10 362,930 480 • Infiltration Ponds'C and B Level Pool Routing The following level pool table summary represents the results of routing the Basin#2 tributary area 2, 10, and 100-year hydrographs (for the developed condition) through the network of infiltration Pond C-and Pond B in order to check the adequacy of the constructed ponds. The flow values shown below for the flow into Pond B were generated using Water Works to model the flow through a 4.75"-diameter orifice in a riser in the proposed storm drain manhole that will be located at the north end of Pond C. Hydrographs were generated for these flows,which are conveyed to Pond B as its only inflow. Please refer to the Water Works output located in the Appendix for the hydrograph data, hydrograph summary table, and actual program output. INFILTRATION POND C-LEVEL POOL TABLE SUMMARY Description Inflow Storage Discharge P.Stage Volume Outflow P.Time [CFS] ID ID [FT] [CF] [CFS] [Min] Pond C-2 Year Developed 9.82 PONDC COMBC 247.29 63,525 1.425 1020 Pond C- 10 Year Developed 15.48 PONDC COMBC 248.98 122,399 1.971 1450 Pond C- 100 Year Developed 23.10 PONDC COMBC 250.99 206,433 2.492 1460 INFILTRATION POND B-LEVEL POOL TABLE.SUMMARY Description Inflow Storage Discharge P.Stage Volume Outflow P.Time [CFS] ID ID [FT] [CF] [CFS] [Min] Pond B-2 Year Developed 0.65 PONDB COMBB 242.63 13,854 0.371 1660 Pond B- 10 Year Developed 1.08 PONDB COMBB 245.39 37,570 0.598 2030 Pond B- 100 Year Developed 1.44 PONDB COMBB 245.95 . 43,204 1.298 1510 STORM DRAINAGE REPORT FOR,LIBERTY RIDGE Page 16 Live Storage As shown in the Level Pool Summary above,Pond C has a maximum water surface elevation of 250.99 and provides 206,433 cubic-feet of storage at this elevation. For this Water Works analysis, the as-built volumes of both Pond C and Pond B were reduced to account for a 20%factor of safety. The volumes were adjusted by reducing the plan view dimensions by 20% at each stage. Infiltration Pond C has actually been constructed to provide 248,000 cubic feet of storage at the design maximum water surface elevation of 251.00,or 120%of the required storage volume. Also as shown above,Pond B has a maximum water surface elevation of 245.95 and provides 43,204 cubic- feet of storage at this elevation. Infiltration Pond B has actually been constructed to provide 52,500 cubic feet of storage at the design maximum water surface elevation of 246.00, or 122% of the required storage volume. Pond B has been designed to overflow to Pond A after its water level reaches a stage of 245.85 feet. The water level will reach a peak stage of 245.95 in order to convey the 100-year/24-hour design storm event through the proposed 24"-diameter riser. Water Quality Water quality will be provided through the use of dead storage. According to King County standards, the required water quality volume is equal to the total runoff from the developed condition 24-hour design storm event using 33%of the 2-year,24-hour precipitation. (0.33)(P2n)=(0.33)(2.00 in)=0.67 inches Water Quality Hydrograph Summary Storm Precip. Peak Flow Volume Time of Peak Event [in] [cfs] [ft3] [min.] Water Quality 0.67 2.65 37,733 480 The required volume to be used for water quality storage is 37,733 cubic feet. The three-celled wet pond portion of Pond C has actually been constructed to provide 46,911 cubic feet of water quality storage (from.elevation 243.60 to 246.60). The wet pond is also required to have a surface area of at least 1%of the developed impervious area. The impervious area in the developed condition is 21.88 acres,therefore 0.22 acres(or 9,583 square feet)of wet • pond surface area is required. The wet pond will have a surface area at elevation 246.60 of 19,814 square feet(0.45 acres). STORM DRAINAGE REPORT FOR LIBERTY RIDGE-Page 17 BASIN #1 Developed Condition Hydrographs for Area Tributary to Pond A Total Area=50.12 Ac(See the preceding Summary of Areas table) Impervious Area =23.24 Ac @ CN=98 Pervious Area =26.88 Ac @ CN=68 (lawn) The following time of concentration figure is based on an approximate flow path from the slope area immediately south of the proposed emergency access road to Pond A via the proposed conveyance system. Please reference both the Basin 1 Developed Conditions Exhibit(located at the end of this section)and the Preliminary Plat Plans (that accompany this report) for the basis of the following values used in the computation of the time of concentration. Time of Concentration= 17.86 minutes Reach 1: 235 ft Sheet Flow @ 8.7%, 'n'=0.15(lawn) Reach 2: 1,650 ft Channel Flow @ 2.4%,`ks'=42(pipe) Basin#1 Developed Condition Hydrograph Summary Storm Precip. Peak Flow Volume Time of Peak Event [in] [cfs] [ft3] [min.] 2-Year 2.00 9.33 168,633 480 10-Year 2.90 14.96 281,309 480 100-Year 3.90 23.14 420,662 480 In addition to the stormwater runoff generated in Basin #1, Pond A receives flows from Pond B, once its design maximum water surface is reached. As a part of the analysis summarized above for Ponds C & B, hydrographs were generated which model the water released from Pond B. Overflow from Pond B does not occur during the 2- and 10-year design storm events, so the hydrograph summary presented below is only for the 100-year design storm event. These hydrographs were then summed(not arithmetically)to represent the total flow that is tributary to Pond A. A summary table of these flows is also presented below. Pond B Overflow Hydrograph Summary Storm Precip. Peak Flow Volume Time of Peak Event [in] [cfs] [ft3] [min.] 100-Year 3.90 0.65 21,749 1510 Pond A Total Tributary Inflow Hydrograph Summary Storm Precip. Peak Flow Volume Time of Peak Event [in] [cfs] [ft3] [min.] 2-Year 2.00 9.33 168,633 480 10-Year 2.90 14.96 281,309 480 100-Year 3.90 23.14 447,851 480 STORM DRAINAGE REPORT FOR LIBERTY RIDGE—Page 18 Infiltration Pond A Level Pool Routing The following level pool table summary represents the results of routing the Pond A tributary inflow 2, 10, and 100-year hydrographs (for the developed condition)through infiltration Pond A, in order to check the adequacy of the constructed pond. Please refer to the Water Works output located in the Appendix for the hydrograph data,hydrograph summary table,and actual program output. INFILTRATION POND A-LEVEL POOL TABLE SUMMARY Description Inflow Storage Discharge P.Stage Volume Outflow P.Time [CFS] ID ID [FT] [CF] [CFS] [Min] 2 Year Developed 9.33 PONDA COMBA 237.71 18,132 3.319 550 10 Year Developed 14.96 PONDA _ COMBA 238.70 54,441 3.531 790 100 Year Developed 23.14 PONDA COMBA 240.33 135,566 3.892 1030 Live Storage As shown in the Level Pool Summary above,Pond A has a maximum water surface elevation of 240.33 and provides 135,566 cubic-feet of storage at this elevation. For this Water Works analysis,the as-built volume of Pond A was reduced to account for a 20% factor of safety. The volume was adjusted by reducing the plan view dimensions by 20%at each stage. Infiltration Pond A has actually been constructed to provide 241,500 cubic feet of storage at the design maximum water surface elevation of 241.60, or 178% of the required storage volume. Included,in this volume is the additional storage capacity provided by the wet pond portion of Pond A, which provides an additional 62,600 cubic-feet of storage between the live-dead interface elevation of 238.60 and the maximum water surface elevation of 241.60. Water Quality Water quality will be provided through the use of dead storage. According to King County standards,the required water quality volume is equal to the total runoff from the developed condition 24-hour design storm event using 33%of the 2-year,24-hour precipitation. (0.33)(P2 )=(0.33)(2.00 in)=0.67 inches Water Quality Hydrograph Summary Storm Precip. Peak Flow Volume Time of Peak Event [in] [cfs] [ft3] [min.] Water Quality 0.67 2.50 40,079 480 The required volume to be used for water quality storage is 40,079 cubic feet. The three-celled wet pond portion of Pond A will provide 48,940 cubic feet of water quality storage (from elevation 235.60 to 238.60) when construction is completed(cell 2 and cell 3 have been completed to date). The wet pond is also required to have a surface area of at least 1%of the developed impervious area. The impervious area of Basin #1 in the developed condition is 23.24 acres, therefore 0.23 acres (or 10,019 square feet) of wet pond surface area is required. The wet pond will have a surface area at elevation 238.60 of 19,320 square feet(0.44 acres) when construction is completed. 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DATE REVISION BASIN 2 DEVELOPED CONDITIONS (Au' 0 ny a el.,11.[Rwr, •eh)_:, --1 A ,,..;sNEriFs2h1 RIDGE.EVISI EXHIBIT. CITY OF RENTON. . E Ili F 71j m • it,...m , Ir",. _' P. °gim4r4, g...p.'i 1 1 n v 9 le ...4 N) N N .. en g @ 4 LIBERTY L A i h WASHINGTON _ ,X0 V) RISER SIZING CALCULATIONS The riser discharge structures for all three ponds were designed using the 1990 K.C.S.W.D.M.,specifically Figure 4.4.7 J,which specifies the following equation for this purpose: QRISER=3.782D2H"n The equation was solved for the diameter`D'using the 100-year peak rate of flow that is tributary to the pond,and the difference between the peak stage and the bottom of the pond for the head`H'. The values for the variables for each pond and the corresponding solution are summarized below. Pond A Qioo=23.14 cfs(Pond A tributary flow including overflow from Pond B) H=241.60—237.10=4.50 feet D= 1.70 feet Therefore,a 24-inch diameter riser will be satisfactory to discharge the 100-year peak inflow to Pond A Pond B Qioo=23.10 cfs(Pond C tributary flow) H=246.00—240.00=6.00 feet D= 1.58 feet Therefore,a 24-inch diameter riser will be satisfactory to discharge the 100-year peak inflow to Pond B. Pond C Qioo=23.10 cfs(Pond C tributary flow) H=251.00—245.30=5.70 feet D= 1.60 feet Therefore,a 24-inch diameter riser will be satisfactory to discharge the 100-year peak inflow to Pond C. STORM DRAINAGE REPORT FOR LIBERTY RIDGE—Page 22 EMERGENCY OVERFLOW SPILLWAY Pond B will have an emergency spillway sized per figure 4.4.4 A of the 1990 K.C.S.W.D.M. This overflow route is in addition to the emergency overflow riser which will convey flows greater than the design storm events to the emergency overflow pipe located under Road A. The spillway equation is: L=[Q/(3.21 xH312)]—(2.4xH2) Where: Q= 100 year pond inflow(23.10 cfs for Basin#2) H=Water depth over spillway(King County requires a minimum depth of 0.2 feet) L=Spillway length(King County requires a minimum length of 6 feet) Using H=0.6 feet,the equation becomes: • L=[Q/ 1.49]-0.86 L=[23.10 cfs/1.49]—0.86 L=14.64 feet Therefore,the spillway for Pond B will be designed with a width of 15 feet. This length is acceptable,as it exceeds the minimum width of 6 feet allowed per King County requirements. EROSION CONTROL Grading/Temporary Erosion and Sedimentation Control Plans were prepared by Triad Associates in August 1995 and revised May 7, 1998. These plans,which were approved by the City of Renton,were designed to satisfy the erosion and sedimentation control requirements from initial grading through fmal build-out. 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"---`s= 4 -.1 q' rt."-,, wl ` I .�s.,�":• f 1.. 2 44:a 1i ®^ B/ yr . - ,o " � '-`i a l •I r,•� ,;,,f,.-, y a O Br 11; _ 1,� -'�.. + s. . r , :nr.)--. `. a�✓''.t. ,t; 9 11 �✓✓�" - '+�, �r, T} pp ;• KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfall distribution, 24-hour storm duration. • CURVE NUMBERS BY HYDROLOGIC SOIL GROUP ' LAND USE DESCRIPTION AB CD Cultivated land(1): winter condition 86 91 94 95 • Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed or older second growth 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81. 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% - or more of the area 8 80 86 90 fair condition: grass cover on 50% to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots • 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 • 98 98 . Open water bodies: lakes, wetlands, ponds, etc. 0 100 100 100 • Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) • 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 • 6.5 DU/GA 54 7.0 DU/GA 56 Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and industrial areas. . • (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. i OD 3.5.2-3 11/92 i KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL • FIGURE 3.5.IC 2-YEAR 24-HOUR ISOPLUVIALS 't------ -rwR ■i1• kil 4.. .,: . lit• ../tAAil, ir . .0,,41 „mi. 1 ; III,,,t. FE r ,w, . , 1 Tikk 14.- : TillEhrtS\ 11111/14. 0 A A, , ! /of ' . i 4109,aar • •\ -0 xi ail, � i, f 0111%, Oral.A rAir.,,.,,saw • i - •iiii : _ ,,_wriffnla,,mV.,114111 _ t _ _ ilit Al tip ElliV.,1,invci , ;ip.-A 1 .---. . • *ONO ., . '. ' 1 ; 197 i ?.. -ii"viliii31111Fr : AordgOof•441101 • 1.1 -1-•,.' 1 . : - •:......,,,,,,,,,,,,iii_ .. ,:... • girl% •., mow lir 1 olAm\:. y-77.7.11ZkikraPlai illkliiiiMPIL ' ' il - - c.;1 •cp) - "f ._...W414kin --- 111'" Ilr.' iVrAlkh illMen, •AI . .,,(4-cfr 1 q . . \ •-• -k.., ••-.1014.6.4. 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's I ., i 3.4�' ISOPLUVIALS OF 2-YEAR 24-HOUR �, • l`t=�� • TOTAL PRECIPITATION IN INCHES �—�Wil .F I , . � - 0 1 2 3 4 5 6 7 8 Mlles M Ai CV - 1/90 3.5.1-8 • i 1 i 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL • FIGURE 3.5.1E 10-YEAR 24-HOUR ISOPLUVIALS -.�,� - -- -- - - --- ---- --- ------ let*i ii lAt ' 23 )), 'Igor owrifAl . • [moo wr vo Al, 1 - 1 -Ili .....____: .... .mgro, miligliik 0 fr ,, , 4 i 1 Al no Pi# gpritrippow ., 2-6 ..1 .Allffigiglrg ,,k7 4=1/ 14m, 0, , , J s riiti,,- imegolp_,,,f4 - -, , 2.8 . __ IwchicA.1...pr , - offfidiR diwwAls ;N., . -,-,-,-,„ m13.15.::r •-° l'imigrAiikwallit \ -- 4-4tilii7,4, - -" IldilpirP•iii\ibliwoll*. i , ,- - ,,, . z9 \. . opi.„,...„,.._,,_ ,7 _ ;._. 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' .. *-'''''-'-''s\-\ pi/ 1 , Ill' v.41111.1 ill .F., ik d , - vr, .-;.. - ip',. ---. . ._._ /.17-,kriti iti k, -,Ala �s 25-YEAR 24-HOUR PRECIPITATION a :, •�..�, - SS ISOPLUVIALS OF 25-YEAR 24-HOUR kfflarivea IN,`` 4 TOTAL PRECIPITATION IN INCHES 3• 6 � - 1444 0 1 2 3 4 5 6 7 8 Mlles (5. =' A 3.5.1-11 ��nY �Cb 0• ` 1:300,000 - 1/90 • ' KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1H 100-YEAR 24-HOUR ISOPLUVIALS tinAc 0 .,-9- ita .IA.i-, ;-A v kt. ilivppkolb. 11) "it ' -46' I • Iligairh\ 441irimaijiini° w' t,.4 rir ...0,•-tila up 1-.1„,w-i- i . ., • , It . II. )v1 1 Ago IsliN . - ,.4. ‘ !�.. re ,. _il� ,NNI,411.,......,:e4ii phi-1::...1p. , --, . i i; . it::„...,11te,_ -Aar- , 4 '. .ki."44 .'04r,_74-1.1 efigliWatiOr '''' yi . ‘ I - , \. . . ,,,10,1.,,,,,,,—,,i.,,,,,,,,,,,. ; e .--' ," 1 ..R ' 43 ) - k.:4 Olk :. 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I4.� as • I Ri`S figr011airt. want •. k `I� — i Ar \ .II.:/0•`- R�r1r • IRA:.. 1I a` �. 1 4 113)/1 ) ,_ , _.0 -014111 81.0• i AittAiiiiiph 0174461 . oilitiv 4 ,4q - . , ... ,... \ i --' /.\ it.maz it WirillriilLrp awl - s- b.,__ wp../4 L. :4, .; ..,_ • .l in tut - 1 �waamilikh ?Ill ,,,,t-`'' •• j . .:. m i- �L�f , .4.. . c411'" Mihrr: le,"Virolil / - . 1..v4_ i -ne . NIF:Lz i iim V s, \ ir,„ .c, , _,. . 4 . „..,,.. avA hi H. or • �� .�VENIfirjel�I��'r�IL�: � t. . .--._. .- 00-YEAR 24-HOUR PRECIPITATION ..�• 60-. 3 ISOPLUVIALS OF 100-YEAR 24-HOUROr _ • TOTAL PRECIPITATION IN INCHES p`11 R�`'��' i 5 5 . bi- ,i 0 1 2 3 4 5 6 7 8 Mlles 43 3.5.1-13 DP O - It:300,000 y 1/90 Liberty Ridge Infiltration Calculations ( Infiltration Pond A: Area -Infiltration Pond Only Area -Including Additional Infiltration Rate - (for calculation of infil.rate) Storage in Wetpond Cells Area -Reduced by Reduced by 2.0 F.S. Infiltration Rate 'Elev. (feet) (square feet) (square feet) 20%F.S.(square feet) (inches/hour) (feet/sec) Q(cfs) 237.10 34,483 34,483 28,736 4.000 0.000093 3.19 238.00 36,481 36,481 30,401 4.000 0.000093 3.38 238.60 37,900 55,965 46,638 4.000 0.000093 3.51 240.00 41,209 61,602 51,335 4.000 0.000093 3.82 241.00 43,681 65,824 54,853 4.000 0.000093 4.04 241.60 45,199 68,426 57,022 4.000 0.000093 4.19 Infiltration Pond B: Infiltration Rate - - Area -Reduced by 20%F.S. Reduced by 2.0 F.S. Infiltration Rate_ Elev. (feet) Area (square feet) (square feet) (inches/hour) (feet/sec) Q(cfs) 240.00 4,283 3,569 2.000 0.000046 0.20 '242.00 6,942 5,785 2.000 0.000046 0.32 244.00 10,165 8,471 2.000 0.000046 0.47 ` 246.00 13,985 11,654 2.000 0.000046 0.65 t Infiltration Pond C: Area -Infiltration Pond Only Area -Including Additional Infiltration Rate - (for calculation of infil.rate) Storage in Wetpond Cells Area -Reduced by Reduced by 2.0 F.S. Infiltration Rate Elev. (feet) (square feet) (square feet) 20%F.S.(square feet) (inches/hour) (feet/sec) Q(cfs) 243.60 12,055 12,055 10,046 2.000 0.000046 0.56 244.00 12,677 12,677 10,564 2.000 0.000046 0.59 246.00 16,000 16,000 13,333 2.000 0.000046 0.74 246.60 17,040 36,517 30,431 2.000 0.000046 0.79 248.00 19,577 41,787 34,823 2.000 0.000046 0.91 249.00 21,481 45,755 38,129 2.000 0.000046 0.99 249.60 22,735 48,364 40,303 2.000 0.000046 1.05 250.00 23,533 50,026 41,688 2.000 0.000046 1.09 251.00 25,595 54,300 45,250 2.000 0.000046 1.18 • STORM DRAINAGE REPORT FOR LIBERTY RIDGE BASIN SUMMARY BASIN ID:Al NAME: 2-YR EXISTING SBUH METHODOLOGY TOTAL AREA..: 93.19 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 2.00 inches AREA..: 93.19 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 , TIME OF CONC..: 14.96 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 0.00 Acres CN..: 98.00 TcReach-Sheet L: 130.00 ns:0.1500 p2yr:2.00 s:0.3230 TcReach-Shallow L: 350.00 ks:11.00 s:0.0410 TcReach-Channel L:1215.00 kc:17.00 s:0.0270 PEAK RATE: 1.49 cfs VOL: 1.51 Ac-ft TIME: 1440 min BASIN ID:A2 NAME: 10-YR EXISTING SBUH METHODOLOGY TOTAL AREA..: 93.19 Acres BASEFLOWS : 0.00 cfs ' RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 2.90 inches AREA..: 93.19 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 ' TIME OF CONC..: 14.96 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 0.00 Acres CN..: 98.00 PEAK RATE: 4.47 cfs VOL: 4.47 Ac-ft TIME: 490 min BASIN ID:A3 NAME: 100-YR EXISTING ' SBUH METHODOLOGY TOTAL AREA..: 93.19 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 3.90 inches AREA..: 93.19 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 14.96 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 0.00 Acres CN..: 98.00 PEAK RATE: 15.95 cfs VOL: 8.87 Ac-ft TIME: 480 min • • WATER WORKS OUTPUT FOR LIBERTY RIDGE-Page 1 BASIN SUMMARY BASIN ID: B 1 NAME: BASIN 1 -2-YR DEVELOPED SBUH METHODOLOGY TOTAL AREA..: 50.12 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USERI PERVIOUS AREA PRECIPITATION..: 2.00 inches AREA..: 26.88 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 17.86 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 23.24 Acres CN..: 98.00 TcReach-Sheet L:235.00 ns:0.1500 p2yr:2.00 s:0.0870 TcReach-Channel L:1650.00 kc:42.00 s:0.0240 PEAK RATE: 9.33 cfs VOL: 3.87 Ac-ft TIME: 480 min BASIN ID: B2 NAME: BASIN 1 - 10-YR DEVELOPED SBUH METHODOLOGY TOTAL AREA..: 50.12 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 2.90 inches AREA..: 26.88 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 17.86 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 23.24 Acres CN..: 98.00 PEAK RATE: 14.96 cfs VOL: 6.46 Ac-ft TIME: 480 min BASIN ID:B3 NAME: BASIN 1 - 100-YR DEVELOPED SBUH METHODOLOGY TOTAL AREA..: 50.12 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 3.90 inches AREA..: 26.88 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 17.86 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 23.24 Acres CN..: 98.00 PEAK RATE: 23.14 cfs VOL: 9.66 Ac-ft TIME: 480 min BASIN ID:BWQ NAME: BASIN 1 -WATER QUALITY SBUH METHODOLOGY TOTAL AREA..: 50.12 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 0.67 inches AREA..: 26.88 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 17.86 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 23.24 Acres CN..: 98.00 PEAK RATE: 2.50 cfs VOL: 0.92 Ac-ft TIME: 480 min WATER WORKS OUTPUT FOR LIBERTY RIDGE-Page 2 BASIN SUMMARY BASIN ID: D1 NAME: BASIN 1 -E. SLOPE BYPASS 2-YR SBUH METHODOLOGY TOTAL AREA..: 3.87 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 2.00 inches AREA..: 3.87 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 29.98 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 0.00 Acres CN..: 98.00 TcReach-Sheet L:275.00 ns:0.1500 p2yr: 2.00 s:0.0620 TcReach-Shallow L: 615.00 ks:11.00 s:0.0150 TcReach-Channel L: 310.00 kc:42.00 s:0.0280 TcReach-Channel L: 175.00 kc:42.00 s:0.2500 TcReach-Channel L: 370.00 kc:42.00 s:0.0120 TcReach-Channel L:290.00 kc:42.00 s:0.0050 TcReach-Channel L: 340.00 kc:42.00 s:0.0270 PEAK RATE: 0.06 cfs VOL: 0.06 Ac-ft TIME: 1440 min BASIN ID:D2 NAME:BASIN 1 -E. SLOPE BYPASS- 10-YR SBUH METHODOLOGY TOTAL AREA..: 3.87 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 2.90 inches AREA..: 3.87 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 29.98 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 0.00 Acres CN..: 98.00 PEAK RATE: 0.16 cfs VOL: 0.19 Ac-ft TIME: 760 min BASIN ID:D3 NAME:BASIN 1 -E. SLOPE BYPASS- 100-YR SBUH METHODOLOGY TOTAL AREA..: 3.87 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 3.90 inches AREA..: 3.87 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 29.98 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 0.00 Acres CN..: 98.00 ' PEAK RATE: 0.49 cfs VOL: 0.37 Ac-ft TIME: 490 min WATER WORKS OUTPUT FOR LIBERTY RIDGE-Page 3 BASIN SUMMARY BASIN ID: El NAME: BASIN 1 -DEP.BYPASS-2-YR SBUH METHODOLOGY TOTAL AREA..: 1.47 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 2.00 inches AREA..: 1.47 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 13.33 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 0.00 Acres CN..: 98.00 TcReach-Sheet L:240.00 ns:0.2400 p2yr: 2.00 s:0.2460 PEAK RATE: 0.02 cfs VOL: 0.02 Ac-ft TIME: 1440 min BASIN ID:E2 NAME:BASIN 1 -DEP.BYPASS- 10-YR SBUH METHODOLOGY TOTAL AREA..: 1.47 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 2.90 inches AREA..: 1.47 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 13.33 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 0.00 Acres CN..: 98.00 PEAK RATE: 0.07 cfs VOL: 0.07 Ac-ft TIME: 490 min , BASIN ID: E3 NAME: BASIN 1 -DEP. BYPASS- 100-YR SBUH METHODOLOGY TOTAL AREA..: 1.47 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 3.90 inches AREA..: 1.47 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 13.33 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 0.00 Acres CN..: 98.00 PEAK RATE: 0.26 cfs VOL: 0.14 Ac-ft TIME: 480 min WATER WORKS OUTPUT FOR LIBERTY RIDGE-Page 4 BASIN SUMMARY BASIN ID: Cl NAME: BASIN 2-2-YR DEVELOPED SBUH METHODOLOGY 1 TOTAL AREA..: 39.20 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 2.00 inches AREA..: 17.32 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 10.74 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 21.88 Acres CN..: 98.00 TcReach-Sheet L: 90.00 ns:0.1500 p2yr:2.00 s:0.2900 TcReach-Shallow L:235.00 ks:11.00 s:0.0340 TcReach-Channel L:1830.00 kc:42.00 s:0.0220 PEAK RATE: 9.82 cfs VOL: 3.52 Ac-ft TIME: 480 min BASIN ID:C2 NAME: BASIN 2- 10-YR DEVELOPED SBUH METHODOLOGY TOTAL AREA..: 39.20 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 2.90 inches AREA..: 17.32 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 10.74 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 21.88 Acres CN..: 98.00 PEAK RATE: 15.48 cfs VOL: 5.70 Ac-ft TIME: 480 min BASIN ID: C3 NAME: BASIN 2- 100 YR-DEVELOPED SBUH METHODOLOGY TOTAL AREA..: 39.20 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 3.90 inches AREA..: 17.32 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 10.74 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 21.88 Acres CN..: 98.00 PEAK RATE: 23.10 cfs VOL: 8.33 Ac-ft TIME: 480 min BASIN ID: CWQ NAME: BASIN 2-WATER QUALITY SBUH METHODOLOGY TOTAL AREA..: 39.20 Acres BASEFLOWS : 0.00 cfs RAINFALL TYPE..: USER1 PERVIOUS AREA PRECIPITATION..: 0.67 inches AREA..: 17.32 Acres TIME INTERVAL..: 10.00 min CN..: 68.00 TIME OF CONC..: 10.74 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 21.88 Acres CN..: 98.00 PEAK RATE: 2.65 cfs VOL: 0.87 Ac-ft TIME: 480 min WATER WORKS OUTPUT FOR LIBERTY RIDGE-Page 5 HYDROGRAPH SUMMARY HYD HYDROGRAPH PEAK TIME VOLUME AREA NUM DESCRIPTION [CFS] [Min] [CF] [Ac] 1 TOTAL SITE-EXISTING CONDITIONS-2-YR. 1.488 1440 65,788 93.19 2 TOTAL SITE-EXISTING CONDITIONS- 10-YR. 4.468 490 194,753 93.19 3 TOTAL SITE-EXISTING CONDITIONS- 100-YR. 15.950 480 386,383 93.19 4 BASIN 1 -DEVELOPED CONDITIONS-2-YR. 9.331 480 168,663 50.12 5 BASIN 1 -DEVELOPED CONDITIONS- 10-YR. 14.956 480 281,309 50.12 6 BASIN 1 -DEVELOPED CONDITIONS- 100-YR. 23.136 480 420,662 50.12 7 BASIN 1 -DEVELOPED CONDITIONS-WATER QUALITY 2.495 480 40,079 50.12 8 BASIN 1 -E. SLOPE BYPASS-2-YR. 0.061 1440 2,732 3.87 9 BASIN 1 -E. SLOPE BYPASS- 10-YR. 0.157 760 8,088 3.87 10 BASIN 1 -E. SLOPE BYPASS- 100-YR. 0.494 490 16,046 3.87 11 BASIN 1 -DEPRESSION BYPASS-2-YR. 0.023 1440 1,038 1.47 12 BASIN 1 -DEPRESSION BYPASS- 10-YR. 0.073 490 3,072 1.47 13 BASIN 1-DEPRESSION BYPASS- 100-YR. 0.262 480 6,095 1.47 14 BASIN 2-DEVELOPED CONDITIONS-2-YR. 9.821 480 153,154 39.20 15 BASIN 2-DEVELOPED CONDITIONS- 10-YR. 15.481 480 248,156 39.20 16 BASIN 2-DEVELOPED CONDITIONS- 100-YR. 23.101 480 362,930 39.20 17 BASIN 2-DEVELOPED CONDITIONS-WATER QUALITY 2.652 480 37,733 39.20 18 POND C-TOTAL OUTFLOW.-2-YR. 1.490 1020 153,154 39.20 19 POND C-TOTAL OUTFLOW- 10-YR. 2.051 1450 240,925 39.20 20 POND C-TOTAL OUTFLOW- 100-YR. 2.605 1450 331,650 39.20 21 POND C DISCHARGE CONVEYED TO POND B-2-YR. 0.647 1020 26,042 0.00 22 POND C DISCHARGE CONVEYED TO POND B-10-YR. 1.076 1450 94,202 0.00 23 POND C DISCHARGE CONVEYED TO POND B- 100-YR. 1.442 1450 161,186 0.00 24 POND B-TOTAL OUTFLOW-2-YR. 0.401 1650 37,772 0.00 25 POND B-TOTAL OUTFLOW- 10-YR. 0.724 1910 76,293_ 0.00 26 POND B-TOTAL OUTFLOW- 100-YR. 1.440 1470 125,799 0.00 27 POND B DISCHARGE CONVEYED TO POND A-2-YR. 0.000 0 0 _ 0.00 28 POND B DISCHARGE CONVEYED TO POND A- 10-YR. 0.000 0 0 0.00 29 POND B DISCHARGE CONVEYED TO POND A- 100-YR. 0.650 1510 21,749 0.00_ 30 POND A-TOTAL INFLOW(BASIN 1 &POND B DISCH.)-2-YR. 9.331 480 168,663 50.12 31 POND A-TOTAL INFLOW(BASIN 1 &POND B DISCH.)- 10-YR. 14.956 480 281,309 50.12 32 POND A-TOTAL INFLOW(BASIN 1 &POND B DISCH.)- 100-YR. 23.136 480 447,851 50.12 33 POND A-TOTAL OUTFLOW-2-YR. 3.319 550 168,663 50.12 34 POND A-TOTAL OUTFLOW- 10-YR. 3.531 790 281,309 50.12 35 POND A-TOTAL OUTFLOW- 100-YR. 3.892 1030 447,851 50.12 WATER WORKS OUTPUT FOR LIBERTY RIDGE-Page 6 STAGE STORAGE TABLE CUSTOM STORAGE ID No.PONDA Description:POND A-REDUCED BY 20%F.S. STAGE STORAGE STORAGE [FT] [CF] [Ac-FT] 237.10 0 0.0000 237.50 11827 0.2715 238.00 26612 0.6109 238.50 45871 1.0531 238.60 43050 0.9883 239.00 69318 1.5913 239.50 93811 2.1536 240.00 118304 2.7159 240.50 144851 3.3253 241.00 171398 3.9348 241.50 199367 4.5768 241.60 204961 4.7053 WATER WORKS OUTPUT FOR LIBERTY RIDGE—Page 7 STAGE STORAGE TABLE CUSTOM STORAGE ID No. PONDB Description: POND B-REDUCED BY 20%F.S. STAGE STORAGE STORAGE [FT] [CF] [Ac-FT] 240.00 0 0.0000 240.50 2339 0.0537 241.00 4677 0.1074 241.50 7016 0.1611 242.00 9354 0.2147 242.50 12918 0.2966 243.00 16482 0.3784 243.50 20046 0.4602 244.00 23610 0.5420 244.50 28641 0.6575 245.00 33673 0.7730 245.50 38704 0.8885 246.00 43735 1.0040 WATER WORKS OUTPUT FOR LIBERTY RIDGE—Page 8 • STAGE STORAGE TABLE CUSTOM STORAGE ID No.PONDC Description: POND C-REDUCED BY 20%F.S. STAGE STORAGE STORAGE [FT] [CF] [Ac-FT] 243.60 0 0.0000 244.00 4122 0.0946 244.50 10096 0.2318 245.00 16071 0.3689 245.50 22045 0.5061 246.00 28019 0.6432 246.50 38960 0.8944 247.00 54199 1.2442 247.50 70513 1.6187 248.00 86826 1.9933 248.50 105064 2.4119 249.00 123302 2.8306 249.50 143256 3.2887 250.00 163211 3.7468 250.50 184945 4.2458 251.00 206680 4.7447 WATER WORKS OUTPUT FOR LIBERTY RIDGE-Page 9 STAGE DISCHARGE TABLES RISER DISCHARGE ID No.AOVER Description: POND A OVERFLOW RISER Riser Diameter(in): 24.00 elev: 241.60 ft Weir Coefficient...: 3.782 height: 242.00 ft Orif Coefficient...: 9.739 increm: 0.10 ft STAGE DISCHARGE [FT] [CFS] 241.60 0.0000 242.00 4.9276 RISER DISCHARGE ID No.BOVER Description: POND B OVERFLOW WEIR Riser Diameter(in): 24.00 elev: 245.85 ft Weir Coefficient...: 3.782 height: 248.00 ft Orif Coefficient...: 9.739 increm: 0.10 ft STAGE DISCHARGE [FT] [CFS] 245.85 0.0000 246.00 1.1316 246.50 10.207 247.00 16.223 RISER DISCHARGE ID No. COVER Description:POND B OVERFLOW WEIR Riser Diameter(in): 24.00 elev: 251.00 ft Weir Coefficient...: 3.782 height: 252.00 ft Orif Coefficient...: 9.739 increm: 0.10 ft STAGE DISCHARGE [FT] [CFS] 251.00 0.0000 251.50 6.8865 MULTIPLE ORIFICE ID No. ORIFI Description: DISCHARGE ORIFICE TO POND B Outlet Elev: 246.4.0 Elev: 244.40 ft Orifice Diameter: 4.7500 in. STAGE DISCHARGE [FT] [CFS] 246.30 0.0000 246.50 0.1936 247.00 0.4743 247.50 0.6422 248.00 0.7745 248.50 0.8873 249.00 0.9873 • 249.50 1.0780 250.00 1.1617 250.50 1.2398 251.00 1.3132 WATER WORKS OUTPUT FOR LIBERTY RIDGE-Page 10 STAGE DISCHARGE TABLE DISCHARGE LIST ID No.PONDA Description:POND A INFILTRATION STAGE DISCHARGE [FT] [CFS] 237.10 3.1900 237.50 3.2744 238.00 3.3800 238.50 3.4883 238.60 3.5100 239.00 3.5986 239.50 3.7093 240.00 3.8200 240.50 3.9300 241.00 4.0400 241.50 4.1650 241.60 4.1900 WATER WORKS OUTPUT FOR LIBERTY RIDGE—Page 11 STAGE DISCHARGE TABLE DISCHARGE LIST ID No.PONDB Description: POND B INFILTRATION STAGE DISCHARGE [FT] [CFS] 240.00 0.1991 240.50 0.2300 241.00 0.2610 241.50 0.2919 242.00 0.3228 242.50 0.3606 243.00 0.3984 243.50 0.4362 244.00 0.4740 244.50 0.5187 245.00 0.5634 245.50 0.6080 246.00 0.6527 { ill WATER WORKS OUTPUT FOR LIBERTY RIDGE—Pa a 12 g STAGE DISCHARGE TABLE DISCHARGE LIST ID No.PONDC Description: POND C INFILTRATION STAGE DISCHARGE [FT] [CFS] 243.60 0.5600 244.00 0.5900 244.50 0.6275 245.00 0.6650 245.50 0.7025 246.00 0.7400 246.50 0.7817 246.60 0.7900 247.00 0.8243 247.50 0.8671 248.00 0.9100 248.50 0.9500 249.00 0.9900 249.50 1.0400 249.60 1.0500 250.00 1.0900 250.50 1.1350 251.00 1.1800 WATER WORKS OUTPUT FOR LIBERTY RIDGE-Page 13 STAGE DISCHARGE TABLE COMBINATION DISCHARGE ID No. COMBA Description:POND A COMBINATION DISCHARGE Structure: PONDA Structure: Structure: AOVER Structure: STAGE DISCHARGE [FT] [CFS] 237.10 3.1900 237.50 3.2744 238.00 3.3800 238.50 3.4883 238.60 3.5100 239.00 3.5986 239.50 3.7093 240.00 3.8200 240.50 3.9300 241.00 4.0400 241.50 4.1650 241.60 4.1900 WATER WORKS OUTPUT FOR LIBERTY RIDGE—Page 14 STAGE DISCHARGE TABLE COMBINATION DISCHARGE ID No. COMBB Description: POND B INFILTRATION Structure:PONDB Structure: Structure:BOVER Structure: • STAGE DISCHARGE [FT] [CFS] 240.00 0.1991 240.50 0.2300 241.00 0.2610 . 241.50 0.2919 242.00 0.3228 242.50 0.3606 243.00 0.3984 243.50 0.4362 244.00 0.4740 244.50 0.5187 245.00 0.5634 . 245.50 0.6080 246.00 1.7843 WATER WORKS OUTPUT FOR LIBERTY RIDGE—Page 15 STAGE DISCHARGE TABLE COMBINATION DISCHARGE ID No.COMBC Description:POND C COMBINATION DISCHARGE Structure:PONDC Structure: Structure: ORIFI Structure: Structure: COVER STAGE DISCHARGE [FT] [CFS] 243.60 0.5600 244.00 0.5900 244.50 0.6275 245.00 0.6650 245.50 0.7025 246.00 0.7400 246.50 0.9753 247.00 1.2986 247.50 1.5093 248.00 1.6845 248.50 1.8373 249.00 1.9773 249.50 2.1180 250.00 2.2517 250.50 2.3748 251.00 2.4932 WATER WORKS OUTPUT FOR LIBERTY RIDGE-Page 16 LEVEL POOL TABLE SUMMARY Description Inflow Storage Discharge P. Stage Volume Outflow P.Time [CFS] ID ID [FT]* [CFI [CFS] [Min] POND C-2 YR 9.82 PONDC COMBC 247.29 63,525 1.425 1020 POND C- 10 YR 15.48 PONDC COMBC 248.98 122,399 1.971 1450 POND C- 100 YR 23.10 PONDC COMBC 250.99 206,433 2.492 1460 POND B-2 YR 0.65 PONDB COMBB 242.63 13,854 0.371 1660 POND B- 10 YR 1.08 PONDB COMBB 245.39 37,570 0.598 2030 POND B- 100 YR 1.44 PONDB COMBB 245.95 43,204 1.298 1510 POND A-2 YR r 9.33 PONDA COMBA 237.71 18,132 3.319 550 POND A- 10 YR 14.96 PONDA COMBA 238.70 54,441 3.531 790 POND A- 100 YR 23.14 PONDA COMBB 240.33 135,566 3.892 1030 • WATER WORKS OUTPUT FOR LIBERTY RIDGE—Page 17 - ' /\ ;. / i .. • r J' r ! • ! / _ — — ' Geotechnical Summary of I .Drainage System ' Constr-uction.Monitoring at the ` • Site of the Proposed "Liberty t/ I Ridge" Subdivision - (Former"Cedar Crest" Site Renton, Washington • • July 11, 2000 - / . , _. -_ / , �. \. -- - - For Liberty Ridge-LI.C. r .. _ �. _ .. . 1 7. / _ - , - . i. �. G e o E n g i n e e rs -• File No 0389-008-00 -. Geo Engineers July 11,2000 Consulting Engineers and Geoscientists Liberty Ridge L.L.C. Offices in Washington, do Stoneway Concrete 1915 Maple Valley Highway Oregon,and Alaska Renton,Washington 98055 Attention: Mr.Don Merlino,Manager Geotechnical Summary of Drainage System Construction Monitoring at the Site of the Proposed"Liberty Ridge"Subdivision (Former"Cedar Crest"Site) Renton,Washington File No: 0389-008-00 INTRODUCTION This report summarizes the results of our site observations during La Pianta Limited Partnership's construction of a drainage system at the above-referenced site between about the first of April through.August of 1997. The site, which was formerly a gravel pit, was at that time planned for development of what was then called the "Cedar Crest Manufactured Home Community". We understand that the site is now intended for development of a single-family residential subdivision that you are calling "Liberty Ridge". The site is located in Renton, Washington north of the Maple Valley Highway(State Route 169), south of NE 3`d/NE4th Street and east of Edmonds Avenue. Explanation of Our Involvement Our involvement during the above-mentioned period of 1997 was to monitor construction of the on-site drainage systems and review compaction testing done by Construction Testing Laboratories, Inc. of Tacoma. The drainage system construction was materially finished in June of 1997 with earthwork and minor drainage continuing through the summer. Summary of the Drainage System Elements The drainage system constructed in 1997 includes these two major elements: (1) Retention/Infiltration ponds A, B, and C along with associated wet ponds, and (2) a gravel infiltration blanket extending from Pond A northward to an area that has a gravel subsurface (this GeoEngineers,Inc. 1101 Fawcett Ave.,Suite 200 Tacoma,WA 98402 Telephone(253)383-4940 Fax(253)383-4923 wwwgeoengineers.com J�' 's:x 9!''." �> 'N''�:^�::or'i I'xYe +9' S :f`_S,. ...fr +..�•;." Y; :. ;. •v �virac •' Wit:- ,.�4..w':.'.,,;.�,�.....::.vG-:::ti'si•i.;,._�_,r�F':-..:��tii." r...>dN':s::i.�..e.ass..,.u- .-:_r.......,...i?s''ti�C-,.... �.....-:i,�:,5='n...,f....�#'>i:.;ri,...),...,3..... .:_............... . _I;'�,.,w•;c:;'�:�.:x.z ,,,:..,r.': Liberty Ridge L.L.C. July 11,2000 Page 2 area is where much of the site's pre-development runoff infiltrates). A temporary pond (sometimes called Pond D) was also constructed. The location of the infiltration blanket is depicted on Exhibit A, attached, prepared by Triad Associates and entitled "Infiltration Blanket Location, Liberty Ridge", dated 4/11/00. The general locations of Ponds A, B, C, and D are depicted on Exhibit B, attached,prepared by Triad Associates. DISCUSSION OF THE DRAINAGE SYSTEM ELEMENTS Ponds B and C were initially excavated to provide temporary detention and sedimentation but were intentionally not completed to final grade during 1997. The plan was to complete these ponds after the development's streets were paved and yard areas were seeded to control erosion. When these ponds are eventually excavated to final grade, any sediment in the ponds should be removed and the infiltration characteristics of the ponds thereby restored. These ponds are intended to function as infiltration ponds for the development. It should be noted that sediment will reduce the rate of percolation. As a consequence,maintenance of these ponds will be needed in order to maintain design percolation rates. During gravel mining operations a permeable zone of gravel was encountered north of Pond A. This material is a sandy gravel. This gravel zone is where much of the previous runoff from the site naturally infiltrated. To take advantage of this gravel zone, a connecting gravel infiltration blanket has been constructed from the north edge of Pond A approximately 750 feet north to connect it to the gravel zone. The gravel infiltration blanket is 4 feet thick and is constructed with washed and processed pea gravel. It was covered with geotextile fabric and then site fill was placed over the fabric. Invert elevations at both the north and south ends are 228.0 feet. The invert in the center is at elevation 227.5 feet. To date, the gravel infiltration blanket has not been constructed under Pond A, but such construction is contemplated as part of the completion of the development. The blanket currently ends at the north edge of Pond A and is protected by a filter berm of washed concrete sand. The top of the infiltration blanket is at approximately elevation 232 feet. We understand that when grading is completed the ground surface over the blanket will range between approximately elevation 246 feet and 256 feet, providing at least 14 feet of fill over it. The infiltration blanket will be under streets and private lots and will have houses constructed over it. The blanket is conservatively designed and penetrations will not compromise its function. Utility lines could be placed within or under it. However,it is important that the geotextile between the pea gravel and overlying fill, as well as the continuity of the pea gravel, be maintained. Therefore, special review of designs that penetrate into the blanket should be required. It will be necessary to extend the infiltration blanket under infiltration Pond A in order to permit large flow of water into the blanket. As Pond A and the blanket are presently constructed, the area of flow into the blanket is limited to the end area of the blanket that intersects with Pond A. After the blanket is extended under Pond A (at the same thickness as the existing portion of G e o E n g i n e e r s File No. 0389-008-00-3130 Liberty Ridge L.L.C. July 11,2000 Page 3 the blanket), the new portion of the blanket should be covered with nonwoven geotextile and a minimum of 18 inches of washed concrete sand or similar material. Note that the infiltration rate from Pond A is limited by the percolation rate through the material over the geotextile. For washed concrete sand, a design rate of 8 inches per hour is recommended over the base area of the pond. We have also reviewed the design percolation rate for Ponds B and C. Providing that they are cleaned out down to native soil, the previously recommended rates of 4 inches per hour are recommended for design. Based on our observations and review, fill material was placed and compacted to more than the 90 percent of the maximum determined in accordance with ASTM D-1557 test procedures. Copies of the compaction tests along with our field reports are attached. 4 +I We trust that the foregoing meets your present needs. Should you have any questions or need additional information,please call. Very truly yours, HP;N GeoEngineers,Inc. CfN, •ra f V7/ I1 4.44:41t718111S- c). -r-s Q Gary W. enderson - Principal GWH:vc Document ID: 0389008Summ.doc Attachments • Exhibit A,Plan View of Infiltration Blanket • Exhibit B,Map of the general locations of Ponds A,B,C,and D • Construction Testing Laboratories Field Reports • GeoEngineers Field Notes GeoEngineers File No. 0389-008-00-3130 1 / \• \ • ` \ . • ly • \ 1 1 \ i — .. \ ., i. • ' ' • \ , • . a \' Z \ I 1, m \• . \ \ QQ . \ J 1 i` • I.Z • W I . • \ \ k • \ • - - - I - .. ,. a \ . . - . I �; \ _ 1 • ., • I . • \ / 1 .. - \ , • ,\ ,) . = __ c, • f rs_ • 51N } pad ' ....... \ \ ‘ •.... ........ .. .i ' :.:ww `\ :i1! 1 !i( '\ {� ` i r\ ,`\. \\.. � '\ 11ii1i1i. 11 1Jr I\\ * . . \*, \ \'‘V. \s •.• '.. • .. . . _ . ...... .. \ , „,„ 1 P ii \` ••• \ 'i t`tit} 'itt illa ' ‘r---- `.. ...----..Atx \' ill Jtt,�.�\\ \ \� .,tliti -;�=•. -� l•i�llSs�;w.\``' 1 \ ''.14;11 1st? gp •\._W, \ !'Slit�l`i'.l itl'.tt ..y .\r l iiit.S = . \ \• $11344', i1;i' l ,r. 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I !`I . 1 7 I I I I I I I i I -11g1L r-thr.S-16-OrrEritaL—-L—J r—7— \\ \ \ 1 - \ " I N Iw I AI1NIaI \II m1bI '- I\ • 1 1 1 1 1 1 1 1 1 1I \ \ .. \ . _. •. N I •O N O , 0 O . --I :0 0 ➢ In (n • . O C) m In m NO. DATE REVISION BY ci( EXISTING STORM DRAINAGE POND LOCATIONS =l e Ii EXHIBIT B F t C) as :Qi O 8., LIBERTY RIDGE , ; 1;� ' N 8 . Q l g 1 M IV CITY OF RENTON, WASHINGTON 3.i co 0023OM4 amiss 17/11/00 6I23a01 SKEET .. • • • .. _-- 4. . �. it -J \ / l-_ i N/ CONSTRUCTION TESTING LABORATORIES.FIELD REPORTS •" • - • • • . . . , • • • /:. �_ --- / • -_ / . / - - ' • . - / / S ' • / / . . _ / ' • - • / ./ .� ., • / . • / .. REPORT MAY 011997 CONSTRUCTION TESTING LABORATORIES, INC. !SSUT 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206)588-0805 Facsimile2061588-0928 ..�����•�••�.�'.�:;�.-�.::?_���,-�':'.-.iii��i?ii.-'••.'�!.-•:::�•�::j�-.:i:::F}::i f�:�ii}i'f.?iii':i<y;?{:itii:ii:���•i�iiii?:C}:;i:;}ii:(.}�:;:'�:j(?}}:}���:•-••••••'-.-''•.::.....:.::: ii:: 1 Client: M.A.Segale, Inc_ Date of Inspection: April 28th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Contractor: Client —~ �^ Report No.: 08 Project No.: T-0682 .r7G... a.t�,cr-^wc:�:::*<.:tp.t.. �::rsa—ffarzas:•:e:�+,:A•:a:mt,,.;;o t,z$9 ocr^.:�µ•.,:•:•: c�:ti. ,rnrer.>»w.,«,.,:r:3r :s• e eee 4uan,�-• r..iw� •NaGi e\itrcn: m•.xi•.m:.9Lm•;.:-.av:.cFic•••. �'`v`�'.'vw�i a:Jne.rXwx�`�'�ay'' �m�'.beL I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. Upon my arrival, I met with the client project superintendent. All fills have standing H2O and the soil is over optimum moisture. Therefore, no density tests were performed. Geo Engineers MAY 12 1997 -- _ .... .... _ -- _ - Weather: SHOWERS Inspector: D.SMITH/fmd FIELD.FTV �•-- Reviewed By: MAY 1 21997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 Facsimile (206) 588-0928 Client: M.A. Segale,Inc. Date of Inspection: May 7th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 09 Project No.: T-0682 y.{.v.�r-y.M NO:yH.MU dh MYY.K^YJYY1+dlI+.'u-N`'?`X4•-• .4YY,.n? ., _ :.:�J�.4Kr.'-......-Y ..:.-•a'.is4::a.'��yfiix��}».as.5'�::a•.�:e'.��:w..fi$.'.vs:�'F+a'".�'-a`">l'.•.•.ei�`A2 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. The contractor was working north of MH#14. This area is approximately 3.5 -4'below grade. As requested, 6 each in-place density tests were performed in this area and recorded over 95.0%, as per attached copy of in-place density tests report. Also, 1 each in-place density test was performed next to MH#3. This test was recorded over 95.0%, as per attached copy of in place density test report. Geo Engineers MAY 151997 { Weather: FAIR- 60°F @ 12:00 HRS. Inspector: CARLSON/fmd cc: Gary Henderson (GeoTech Engineer) . ---- ---------- - ---- FIELD.FTW- FILENAME. F-T0682. • Reviewed By: �� .1 .I •' . MAY 1 2199? CONSTRUCTION TESTING LABORATORIES, INC. ISSUED ••...•••••..•.•••••..•. .•• .•.•••••.••••••.••• •.• •••�.�• •. •.••.••••••••.vn:•n,•:.vn•.:v:..:•.::un, .w.•.u:w.vmewrn•.vnxx::vr:.v.•,,x:::•rr.vnvr::x:rrrnxnv:.mnxvrn::x•r.vv.•rrrn•rxv:rn:•.u:vnvmrrn•:xv::�v.:•nn•.,•. 1....,.:.......:...:...r........n:.........,....,,•,:•nv::;xxn:w::.:,:,:n:;•.x::w.v.v 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 .:•: r?\:: :•xr. ••,.YX<,'v Tel. No. (206) 588-0805/Fax No. (206) 588-0928 .r4 C, Y..:'r:rYxr?xrYY..,.r.+.... .:545:rYY:K,' •••...•...... ..:n:x,L::r:..Y:nV.v:nv:::}•A:�:r,:;.}.tiy.V•.Xti• ':;Y,.SrY,.4Yr}X;}:•,{.:•??:Vx,CyS•Yrti!.•r?:yvrv,.yiT::•il:x•:iV:•x.Yfi:r+:•..r x.JY.rY:.1.:ti:,.i N P ' .L C E ..D,EN:S : ;:. .. .:::..:.:::. .. :.: ,:.,,.:.:.•.•x'• r..,nr•.n:.r. :::i...r:.:i'i:.: ,::,,y:;:::::;::.::.i:.::.': :' . ...v.:::::.. :::::::. ::}•i::.•i:is••..:• .' :::.::.:.:::•::i':.' '..:.: ::'::::.:::::.::::•::..:.::.:..:::.:::::.�:.::v:::.::.:}i:'?:.i':::;!::::.::...:'.:..�.:::.::.;.....:.:•:::::.:.:. .:�:::::.::.:}y.:::::::::.�:ii:'i}i:•}:•::ji:.:3:}:;•i}:•}isi:'}}}}i}}}};::;:::::::::.�.�:ii::tiv;:.:.}::•}:v::;•.i;i}i:in':.,. .....:,.:?..... .......X.,,}X::•x4:}.v.:+,;•:\::V}}::r..?r.:•?:J?,..::Y??rJ:v.v:AJ:J.+J??..:•?.,.... ,. „r•r+ ,..., ..rr..... ................ ......................... ............ .::•:::::::::v'::::::.�:::::::::::i::i•i}i:ti^iii:vii:4i:�i:<4ii+i}•::..,,. .:•, .t.:4:r?.:....N...,.J.Y:J?N:X•xx•::::::::rXr}J;r:4+:1>Y?JJJJJ:•xr???Y:}?}??Y:JX?rJ??JJ4 Y}}:ti:V::NXrJ,.Y•n,:,\}}JJk•::\rY::Y.+}}::+}?V\.rrJ\•:rJxrJYYJJ.V?X'•J}:W}T,J}}:rJJ?:\rY ,•JJ�::•<:•':•i•..:u•;.,i•..:•••,:�••:•.ri v:�•ii••••:::.:i.:••.�. ••••••• XV.N ..:xX:Xx•..4.Y R.JJJ..VA...:..X.},rX n:.Yn) CLIENT: M.A. Segale, Inc. DATE: May 7th, 1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 09 PERMIT NO.: N/A • JOB NO.: N/A ADDRESS: 3rd & Edmonds, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client TECHNICIAN: G.CARLSON/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D -1557 ..:::... nv•:::.•.,•..Orr...,•:r:::. x+.yi.. ITE . .:.. ...... :.:. : :: :: . .: . .:.:. ... .... :.:.. .. ... LAB.M. TEST... . .. ....... . . ... ,g0.... . .... . ::.:. ..... ... ....: : .: :: . .... ... {. . .... : :..:.�.::... . ... ..:..... . :: . :. ... . . .. . rfir Ix :: . ... :...:. ... ...:......:: .::...N:O .N..p.. ., .. . . .. . : ::. . . .. .. . . . . � . . . GUR.VE. . y es. �.u�..r. ... ter. . : : : .>. :..:. . . :.: ... ....... ... 5 . . . . . .. .:. . ::. . ... .:. : :: .: ::... . ...... ... ...: .:: : : : .. . .... .. :..... . : . . .... x .........: . : . ... ..:.......M. ..... . . ... ....... .. ... .... . �: :.:: : : ::. .. .... . .. . . . .. . . .... .....,,..,..,...... .x.,,rx:.:x•::.+,•x•X.:?xrX.:?..r:.,.rx.:.xxr:.,..Xnv.,...,,.oXs xw.:.r.....r.:...r..:r r:<.:X;.:•?::::r.:+:}...,;..,a.er:}X.::•?:x.�.:::rrn+.w???:o}r..,.....r+?i.,:.,,;.....r•,,.. ,....;:•:,r ..... a [ 98.3 O01 33 i -2' RoadfiIIapprox. 100'southofMH#13 P-1 124.0 109.0 13.8 110.9 z 17.0 95.0% O APPROX. 200'NORTH OF MH#14 RR R 02 1 34..... ...................-3.5.............,..... ..50....West of road center line P-1 117.0 107.0 9.3 110.9 17.0 • 96.5 95.0% 03 1 35 -3.5' • 75' West or road center line I " 1 116.0 105.5 " ......._ .�95.0 "..,r.... i ' APPROX.250'NORTH OFMH#14 04 36 -4' 100' West of road center line 1 P-1 q 118.0 f 105.5 11.8 110,9 17.0 95 0 D 1 a 05 i.. 37 1 -3' 1 75' West of road center line �. ,. „ / z F 123.5 110.0 . 12.3 99.2 � ' -4' 200 West of road center line ii 06 38 °' 124.5 109.25 14.0 98.5 07 1 39 1 -3' 200' West of road center line . < " ' 120.0 107.0 12.1 1 96.5 : II f s • .., .I; , 1• k... i... f Iis • wx.J :rY :. .... .,.....,...........................W..r.... ...x....,...................3.... ... . . . I:.:::....:....:....r.v:,.:r.:.:....:....:....:....:...vrrr......r...:.......r+...:..n...xn•..,.•.'.,;.r?:.,:•x•Y:.Jr?x•x.J:.vY..;.,.:x.<•r.•::' r..v:sxrr.•w.s,..n.:r.:..x......r.:x x,v.........vr....r......,.,........vxa:x.r..nna,<asc•:.rk.•:r:r?:,�rx•x.:rr.,. ,.,,..�...... ....,,... n,. ....,..,, it i : rw.•xx•xee.wa.•x':rrx•?��� o•�M • '� REMARKS: DENSITY.FTW FILE NAME: D•TO692.009 REVIEWED BY: &All L1- CONSTRUCTION TESTING LABORATORIES, INC. 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 •:art• Telephone(206) 588-0805 Facsimile(206) 588-0928 Client: M.A. Segale,lnc_ Date of Inspection: May 12th,1997 Project: Cedar Crest Development Permit No.: N/A P.O. No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 N/A Contract No. __-----•------•_-_-- Contractor: Client Report No.: 10 Project No.: T-0682 K .0 +:N Y. •SCi, eY-•• i�-wti�iiC•:-i^:•:50;.^^vi•N.ii•:^K•}:i++1.+-ritt^'N::+.::{+:.K:Srj:?a-' -�.Y 'a3•.�w.•.mo s..i:Cnn Mom..+K.-td't44�'i+0. t Mt ftt.+t s,,,,•Y a M+fi::+ •�.... .i•. �,��,ti„w,,,.,.:.. ��;.,.s�•.xn«:«ia�.,�• � -• �c�u.'�"-`a�x :�.r�..••.:�.:;€�"5...c�'": ��..5:'•'•:?.4:;�.- --.t:1�;:"•�:�•f I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 6 each in-place density tests were performed (using ASTM D-1557) on the compacted borrow fill placed throughout the project. Density tests performed at random locations. All density tests performed exceeded the 90.0% of the maximum density requirement, as per attached copy of in-place density tests report. Weather: • - CLEAR Inspector: D. MITH/f d cc: Gary Henderson (GeoTech Engineer) l AELD.FT FILE NAME: F-T0682.010 Reviewed By: Gln - -- - CONSiRUCTION TESTING LABORATORIES, INC. ....,......•..,n.,.,n.,x ......n:::...,.....vxv...:.,...,...:xn.vv..n.:.n...v.....vn.,nnv x.x...:.x,:xn:x,.vw:.v.:•:;•r:nw.v,•nvnvn•.v::::.:vv.•::::n•.•.::•:.v.:•.:•:.,w.v:n•.v,•nvn•n•.v.•n•::,vx;.,•:xnx,v.,•nn•.::•rnwn,•x.,,.,,,v.vwwnwrnw:•.vxKvnv>:r:nv:x,,v.Kvnvmxr.+nv„w+v,•.KKx,Kvvv.vxrrx.vwmv.v„xvvw.v.•nvx,vvaw.•.,,v:.vuvnaw•.,+,K 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 •:n+x.:v•..•:n;.+•.}:•rLx•x..:}•::,:• a:•x•:•:vow:>}}r.•xr:•xY.,.;:xw:v:KVK•}:•xu •:v}xY,}:rrx•rr>}+x••..., :.:,,•....:.::. �•,,,.•'K•}}.,•rx•x•:vK ........... r..x.>x•Y}:axxx•>}:KKK•:«.}•',...................�....: ,. ..,� �,....... ......,....,...... ,... �.>:....::�;:.';>;.::.: ...... :..... ..., •<:..vr:.x::n}.rmr....:.,.}.n.....w..x...::.x:YKK.x.r rr,z u+ax,rn+xcxYv>nwx,x:+:'c, < .. .. .... :.' +K.,w Kc•.e.>w�i.•:•r.•:vKvcc•}.•va»:woYx•,:.v :.:.: :;:: <: .. : ;, .:. :.........::.:..:.........:....ir.).:..r?.:-:......:....,,,..:...;..:T, .7:.:::::::::;::t::::;:::::::::;:a•:<.::.:7:;•;:::<a}:::t.}}:.>}`::•::6:<:::•:::>:}:::::r:::i::::::2:::::::Y::::}:::;.::•:o::•;:•}:•r:•:;:}:.s:::}:•:}:•;:7:7:::::>::::•::::a::::::;:::S:::r::':::•:::•}:o:;•}:•}:;Kc:r>:.::.>:.:>::.::::.}:•r.•:::c}:•;::.:,y,.K:;::;.r::i':::1 .::ii::.' ;:::. '•;, :.:.;>• Si?:' ::.,::..,'::' ::i':•:. :: ...:i :::. .. ::i. i.:i:`•::::•>::i::::::: : r??'::::::': 2;< :;.:im:°;S :a;;:i:::'i :::ii:::k.::>; ':;::.i ii is`::':'#:<:i::ip:i. :}: :i:'::::,.i:::;: ::;;::: i i'i'•:::: <is i':: ':::<:::'i:;::y:<::?i,:e,:Y::::' ::':::'r::yi':;:::'».!,;: :.>::.x,: .. � :PL,r�C�.DE�VS,1..7.'Y.TEST:RE.P..'O. .:. : :.::.�::: : .... ... :::::::::::. . .. :::::: . ....:........ *:::...............................................:.:... :.... ......................................................... • Y Y.x:.........n.}xx...v.n...x».xYY.ax.x,,}:r.xx:,n...,..xx:•:n}>.::r}.....v:}}.w:::r:x::: }»}rx:}.v}.vx}}>.:>}:nr.•n~:<•}}}xKa}}},+o-cr.•r}:r}r»avw:v}r:,r>}arrr:,+avr}:ac:xxn„xv}raati}}>:a•:mr:w>x•w:a}wwn'•»}xvv:oxrrrorrrrxw:rva:a»roirvri v>.:.v:S<ii.<.<w CLIENT: M.A. Segale, Inc: DATE: May 12th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 10 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client TECHNICIAN: D.SMITH/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 :. . : . . ... : ..: . s:i:i::;A .. MA.. XIM. U.s`M2•).*.R DENSITY TE'..ST METHOD: n ssA..}$Sr•r:.�:T...M. :rDhTC-t15•r 5x7 x x:C t? •xoJ3YS...U. :: 3• .:.:oir v:.:•v: .: }1 : x, L . Y, C•Y .„ 7 t JP °t: : .S.: k , vi : : LA..hwa ?: .:,r . . EMTE T ... . .. : : . �. .��., , �. �r : : . :::., , rr} r 4L }l,:.: :: ' : � iIT .. ...... : : :::. ...................... ..................................... .................... :....: .. .: . :.... : : : : : : :.... ............. . .. ... . Fr } aRYWT :DPr � . .. ... ..: :...N . . .. �...� . . .. . . ' .::: : .. . .: : . : . : : . :: .... ..••••x.•.•.. .nn.nKK.rrrs.<•}:•:K•.Y.Jx..}N}}.xtiv%•..xxwY.IX::Vtt n ::•:::' :::: :::•.••••.••:•i.:':Liii: :: : iii. y iallikagaisk .v.,..•v� },.O ....n..}.......n..}r....,.n..x>.n..Yn.h.[x ..1V.V'•Y.^'.nYR}}...4:i•:$Vx'•:,V}}%,Vv.,.>F}x+xro.YCw,.:P.+YN}.�+,}.v}}rv.W K,V'}:::::TYY�ArYvV:: :T}J:K,+Y:i\iIY,+T::Nv:4::lfi+:9:<V.'f4iNGV:6+)F>%:iA:ittJ.ViV:OiTV%A�>li:: f AREA SOUTH OF CB#15 7YK¢1 01 40 1 40' West, 30 north of SE corner P-3 118. 1 110.4 4 7.0 110.9 17.0 99.5 90.0% 2 02 41 * 40' West, 60'north of NE corner 1 115.0 ' 107.5 7.0 • 96.9 " 03 42 1 * 1 40' West, 20'south of NW corner 1 114.8 106.9 F 7.4 k w 96.4 < AREA NORTH OF MH#1 j } 04 43 1 -3' 20'North of MH, 40'west " 1 114.5 103.1 11.1 110.9 17.0 93.0 90.0% 05 • 44 1 -3' 30 No rth, 20'east of MH • 114, 1 102.4 11.4 ., 92.3 •06 45 -3' 25'North, 80'east of MH 114.4 102.9 11.2 92.8 ...._...,.._."M~ • I } K ........................,......:«.:.,.............................,....,x.r......xY:v.::..::}...Y...,.}n r..r}rrrv..::n..v.•x,r.n.,.,K.,..>.r...c...........r.....:............x.......:....... .... #. .. :..•..�•••.•• '..•••••^ •*•••.•••••••..•••.•••.•.•�•..,,.••,•+•,Y•..•• v v:r x:Y } : },r:K r, r:rir• ,rw rr,<:Yv :: v::,::r} r}:x:rvwr}: v r v r rr,r} KK},x xwrr>rYr.+r x'Kr xxu r REMARKS: *Approximately 3'above existing grade. • 4NAME: D-T0682.010 REVIEWED BY: 6OENSITY.FTW ' •' AI211997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 - Telephone (206) 588-0805 Facsimile(206) 588-0928 Client: M.A. Segale,Inc. Date of Inspection: May 15th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 11 Project No.: T-0682 µr ,r.s ^^^.mac ..u, a .� ; ...K�- ti A: S W '3x-�� F,•;zxS.Z?X M: zr .;V: �;rs,«^••ram ^ ... :a; ."' `•,�•'•r�;�o>�f�i�.�: s:: v;�,x.. ..Arsa�.::r.; �.;.i��:�...�.sw>fs •:: r:,.:c:•w;in�'" ...�r .,�:-�;�e..;:`.s�'-% •33�?': H"�8:,..�.>�.•«.::;�.� I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. As requested, 7 each in place density tests were performed on the compacted borrow fill placed throughout the project. All density tests performed exceeded the 90.0% of the maximum density requirement, as per attached copy of in-place density tests report. All fills appeared firm and dry. NAOW A*OO• "QV t<-.v..- ...•.. - ...... .. ,AYIN.cV.KR. Weather: CLEAR Inspector: D.SMITH/fmd cc: Gary Henderson (GeoTech Engineer) VO * FIELD.FTW- FILENAME FT0681.011 Reviewed By: N • REPORT. -- CONS- ' RUCTION TESTING LABORATORIES INC. MAY 2 1 19 .......:..v,..:..:..........:.............:..:.x:.,..:.........:„R.x.....,,:,,.r.:.,.,,:..,...::,..R:..:........r.R.:.x.r..........,r....:..x...,x.....,..,,:.xr..h.r.:x.....: v.r.,.x,x,:x::...:.r..,.....r.::.:... rorrl .. ,,.... Mvx,,vv:x�.,,.:x•:xv•:.•:xx,v:rx•.uv . . ....::.....•.. �.,,~.R•:vx,: R,v.,:,•.,•.,,w:::x,,:vx•k. South Tacoma Wa t� Tacoma WA 98499 :v>; %,>x4:. Tel. No. (206) 588-0805/Fax No. (206) 588-0928 r..:..::.:::•:::,.v:,,.:.,:.::,.x,\..,,::x.,>.,.,.:,.::.:x•,:}:x..:,.<[•>.:<.:,,::.»:,,:x:.,<,3;x.x.%,.: :.%.>..-: .,:.:::,<::,�.,n.:.�.„>}:x..>:.x4>,,,>::.>:<:vx\<.}:>:..>:<[<,:%..;.>:x., %.:4}[::::�,>.,,. ,.r,r .....:.x,,,,,.x,.x4}.«^:4:Oh,•%C}%C:4%.t•NV:tiC!.•x'•,w,.V'•.v. r ::i. ...ry:;......v.:�:::::.::�:..�:::..:::..::v.�:::::.::v:::::.�..:::::::::v:::v::.�:::::v.:�::::::::::::::.:.:::':.:.:::.::::.�:::::::::::::.:.:�::::.�:::•..:�:::::•::::::::::::::.........:..:•.•:................................................... , .Yk<•WY>.R'C.. ... ... ... ... ... .. :: ..............................................::.:............................................... .;H.T.VN ...,V.S:x...x4.,•.R'4:C..>;.: .. :...............:....;...........................;.,.............:x:::y::::::.v:;: :::•>'.}' :is<:::::.:.}'{:::::: : ;::: •..}:...:..::::. :.::::.}:J;::•;:::: :::::::::.: ::.iivv::}• ����'1 � ..:: ...•. i:�� :.:::• r': .:::� �'::.. '� :::::.•.�'i:�; :: ..:•::. ::; [;i,:',:i :•..��.':'::.:•:.:.• ��.:�:::}:::!:::>':::'j`C: .:;:'•:jj:;;:'(}ji::::}}::::}::�:':::�j:i':i ::,:::{i::::::: ::::::i::::[:::C::1::::::::(?:s�;::i::}::::::::,�:::,::::::::i:::•::}::::::::}:: :::•i::':}}�:::::}:::}::::::::}::?:}::}:ti:::.:�::i::::::::::::::,:,:�:::::i::•,C::,::::::::}:::}:'::::i :::::•:':::'::::: ::::>"i LAC . ... .. .......:::.,r. ,.::i;.:;::..r<;}::{:.,.,:.. .:,,v:.,++• ;t:::: ":<':: v:::•:,[•:.:::<:' ,n,.. .,,•:.•,::v...,v.:.,•.•rv::::i:�;:+r:::.::; •:..r. :..}..v....:n lxr.,x..1..:..xV...V..:\\\v r. x,.v..,V\,VVJ....::. .V.Y.v.V.,x.k}...:KV..NM xv,i.V}.,:.V}>YT..:V 1W,.kr,}J.}Jr.,v.`iJ}xv..\. Y,... v::.. • } \\v\`>. r r r .. r , r v,,„v ,.. ..•r. „ v, .rr4.�;...�,.•:.. .rr'r,}ri%++»<•:'; CLIENT: M.A. Segale, Inc. DATE: May 15th,1997 PAGE: 1 OF . 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 • REPORT NO.: 11 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client TECHNICIAN: D.SMITH/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 �:Y? l,r.51WVt. .�..:'•::[ni}: ... : ..:.}:::r.v.v.v:,•>.,�}:a::w:;;;::.: ....::.:v:r:}.ti}L: .. .. :. .....v... ..}... :n.. v±�ti is �:%):' ..F::'a xwxaw•>%4}xR•x•.}r•>. :Rw%•.,.........:,.. .................................: ::::v;•>: .......,,n.....».:::::}}>.,4.t:•}'r:i G;•;•:a:....,;..,.. ::Y.. :on;,..rx• ,',.'[•}'rr .r.....�:.....:)::•..i.:.�i..v%•:;:cw.a•>x4%.. r.:n.... •[R<•v, ..,.:..x....,... .... : : LAB:..Ci.IR.VE........ ............... ...... ........................:..:\,.:C....M...3.R[4!`:{•.::. ........>�•>M..x:3}:M•:4;4 N�y::..Y.::.:::�:}Y)};•:}:•. iY::\ .n, ... ...... .... .. .v .:.•}:.:............................ .. :v:... .: '..:'::•i:::::::::: :::.::.�::::::.:�::.n�::.:}.�::::.::::::.w.. ....... .. ... ............. ... ......... :a>'K•. :�..S,.M•>.M4:4:4>J>:•:.. ::vvr.:. ::..: ..:.':n:!:.� :{:�:.>:^.:.::.....:...::.:";.:::,.:::..•:. .:....�:::i'i:?:.:•:;+4:�;tii'+}: }:i;.�. .. �: :.. ............................:....:..:..�.a.::::::.....................................�...................... .. .......................... V i• .. ii..NO:..:.:. ....................:..:..:...:::.:.�.:.:,:,.......................... ..............:::..�I.... ...N.........................................t.�G.UR.VB.....:...LB ........... ....... .. t�ry .. . . : � .. ......... ................. .:>:':: ..:::::. :..::.;:.::.::.:..::::::::::.....:....:.:.:.:.�::::::..,.::::::.�::::.�:.::.::::.::..::..:.....:.:...::.:::::::::::.�:.:.�::.::::.::::::.. ::::.::::.:::.:.. ................... ............................ ........ ..VIA ............... . ........v......,.;.,.R...,.,........n[o>;[.,.;.,r.,,.,...,rrrr,..... ,.r.r..v.................:,rw:.v,,. .. � ... ........... V ......:....::................... .... ...,n\..................r..A....4....,...>:.\.?nM.l.Rr,.[V%,Y.:. r.,v..,v,.}>\M.:.:.:..:..p}}•}>»xp:!tx•>}}v:•>.:•.4.AR,..:>}.4}T.ri.J:�M}>:•»::.v}'fyy}}}?:a>}}riV%i::i:V:•i: C}Y.Hx,>T%.;V:QV>T>Y.:•riY>xVTX„V.':U\•}:qvr>h%•7'\tiV»%•1V:i•:KM<hJj:?jv?:iMrTT:4#:C'T1.i:it.V,\iY:wi:.\ti:jjZ z AREA SOUTH OF MH#15 i l i 01 46 +3' ** 't 150'south of MH#15 & 20'east P-3 114.0 i 106.4 7.4 110.9 1 17.0 95.7 : 90.0% 02 i 47 € 175'south of MH#15 & 50'east 1 " " ,. 115.5 107.4 7.5 03 ...:.'48 200'south of MH#15 & 10'west ) " 116.4 I 105.9 • 9.9 • " 95.5 . ...__."_ £ 04 49 210'south of MH#15 & 50' west " 114.9 106.1 8.3 1 95.7 " ' NE CORNER OF PROJECT SITE M 05 t 50 +4' ** •50'south & 10'east of NE MH * ;s P-2 123.9 114.1 • 8.6 125.0 11.2 1 91.3 90.0 06 51 150'south & 20'east of NE MH * t " 8 124.1 115.0 7.9 92.0 07 1 52 300'south & 10' west of NE MH * 1 " 0 124.5 114.7 8.5 I 91.8 • • ♦ • 9 . ...x ...,,...:.4.>:>�:•>:R•»>..x:.r%..rx.4»}x•J}.�:,%..�:<4�,xx,..J»»x4x<•,::•:.4>:4>4}:,::,>x,,:.x.<.>..4}:�r'<•:x.r,»'<..>,R,,r� ..... a •::•.••.•••.••. .,, 'r" .• .. }........r...r.x•%w}>:::,;;:%%K4,sxw4}:xR.rrxv}»xax•mx<•i>.:....a.c,r:•xc•>x<:<s<R:snoxsa}>u:4:s}Jwrr.,•awJ.mx+�x}.7wrxxruraa,ca:»xarr.•x<a>xvx•:c. REMARKS: *on existing bank at NE corner of project along Edmond Street. CO.NFOR **Apprixomate elevation above native subgrade. �J11�� � DENSITY.FTWIFRM FILE NAME: D-T0682.011 REVIEWED BY: A„ ,,, MAY 2 9 1997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 Facsimile (206)588-0928 Y.�:JrtSiNH1YJ..%M�PM]MONOMS!W�M:.�+IEPT /YtNY..:AOR`Y':"�.N...•' �Y ..:....)•.a....3c........MA!! `\..f.. ; ;:;::::: :: : ::::ti:sy:r:isii::-:�::::,::j::::':'�:::::::v: : .:i::::{'::::�'i:::::'i:•:::!'!::::::i::::::::i::};i{}riryti?i::i::Li:::i:::ii•iiiiiiiii:� ..w.xv.nmvrx.rxrn.m..xnwwrx'kv:{vri4i:Jiirr'•',wJrvw.�w iwiw�nv�::+�J':::::::=}:5:�:::iJ:::2Li�:i:::i?:;�:;:y;:j<$:?::::ii:::;::i:;:i;.'•:;:}:?S::fii�ti:: Client: M.A. Segale,Inc. Date of Inspection: May 20th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 12 Project No.: T-0682 »>''f.<M.}Yl..3JSU!O].W++M:•::��X:W:f.<Mr•'+<::M'AS{+,M:: .'Y.^YMY,.+M...+�:CsbY.KS:x:.v.•raK4FM�l.!M.a04/.M9ttdM :..�:r�'.:vM:,4)'rr...MTJ�M....•W�OS�M.� ,�<M�,�,.,�.M„C.,.tl�r.M,CC;r�O�M,(0�.,'Mr+,.�.�YlIC•��i0. {M����::.tAN..':r.:::::�.vrxc:i[xY•:/adutLY"ay..sti.`:::iarn;.•.{....w�rr<•.:<L..v.+-acA:ert�r.Lxa••••••.J.••• v.•..v�•r^•�•P.•�f�i•: •v .. .. .. .u. ::::MvQ I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing on the compacted borrow fill placed throughout the project. As requested, 11 each in-place density tests at random locations for the above areas around MH#15 and MH#16. All density tests performed exceeded the 90.0% of the maximum density requirement, as per attached copy of in-place density tests report. Geo Engineers Weather: CLOUDY Inspector: .SMITH/fmd cc: Gary Henderson (GeoTech Engineer) \h I Reviewed By: FIELD.ETV- FILENAME: F-T0682.012 � �l • • MAY 2 9 ' CONS IP' UCTION TESTING LABORATORIES, INC. ISSUED .S.VJM1Y.vh•.KWA,•A•.MV.S,Y.Y:x.w:,:WMY.S•,+tv.•MHY:•.vhSYM1'M45♦SYIAW:.W::M•:.4♦55M'A'•YAWx.YA•xxxA♦L:YMSNY.Y.•A'MY:x,•ffxh5•:htl::v::,SVJh:'.............5t.f....5..,.........:.,:.....5.5:...f.A.♦l..n4•.Yf.NSN h:...5 f.vN.N44VMYNJM4:•.•••.YM•A44Y•'.5:5v.♦:y.YM•I.Y:A44YJ:lHAWU:SY.Yx•,•.•A•N.LVMVuh•A•.•M•.Vx.WIxhSNWxNIM•M1Y.SLYM:ty:f. 109 9 9 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. 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'.:::i i::i::: : : {:: r 'v::.: ::::::':::::. ::::::::::::'::: : ,:::,:j::::::'::::iv::i:{::iY:j: :: ::'r:::i::.' ::i:::::':v::'::i::::i::::i:::+'::::;g:::::::::::::::::i':.:::L::::::::::•,:::i:::•:::::::::::::::::::'::::::::i: :::::':: �YtiY�!::':+:::':'::Y::::::::::::::::•::i;..::i:: ::':9l tin�XF:'::j:::io .. .... ....LAC .. .............:...:..... ::::::::ii::i::i::::::::.::}:}::.:::......:.....: : .......... .......... . ... ....REPO ....... ........... ...... ............ :...::::::.�:::::::::::: ...........:... :.:::..:::::: ::.�:::....................::::::::.:::::.�: :::::::::::......... ........ {: r.7: i: : :i:::: :::: ::::::.mili!,:i: ::i:::::::::::i:: i:::?:i:::::::i::i:::?:i::::::::::::::=:i::i::i:::i::i::i::i:?:::iiii:::i::i::i::::i: :::::::: is{:i::ii:::iii::?:iii: : i::i::i::::i:::::::: ::::::;:i:}::i:::i}:: ..,, .f.1Vx4.hW}h\\1'H}x..\\K�155«5v. .•.., ..... .. ....................... .. ...... ... ........ .h,f...SK xX 5 ........ .. . ..................................:::::::::::....,::::v:::::.:::::;:::::::::•::...................:.:�::::.{6::•i:4:::•.:V:ii:�:}i:;:4i::::::.:::v.::::::::.:: .....5 Y\t h....n55 J..S:.............. .::::•:::....•�.:...:.........................:.::.v:::::::::::::•.�:..�..........................:...:::::::::::::::.v::•:::S• :..,J.•.hv.v::x::nv.v::.v}.v::x::.v::,v;}.wf.:5•.v}:.W}}}:V}J:K?K•}ri}}}:K•:K•}:P}}};;Y:K4:VXV:««•x««^S:vAP::M\vxv}:}:V WYx\•xa};KPnti•x4:•x'xL1'}:4}xSYx•,•Y:}N}x6:W.•>:YiY:v:t�.'J.11:• ^i+`ii::>i'Viiirii{:•>:i�:Ji<iiYv:V:h\�tititi CLIENT: M.A. Segale, Inc. DATE: May 20th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 12 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client TECHNICIAN: D.SMITH/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 _ �ti.K}s:Y.w:RtFF.R::S}:'>C '%•:S\t.."rHR:{CYiSF::Yi'fl`x•{C{!x:.« K«V:VCx.: ..•. ..........•....k...........«....... � � � � MAXIMUM DENSITY TEST METHOD: ASTM D 1557 .:fMi:>:r�.> }•lY? • K•:KKK .,.::.•..n.:.. 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A5.:tY q:P:S AN.W.«YN:AV:.Sk«n\:25hWf.P.tK«I'.K««Kv:wn:KHtn'ri:44P:K •}TXP:iN:?P}Y:Y:•h.•i,SWT}#:?•:P%•:V,GX«•:41 01 54 - 7' * 60'north of MH#15 P-2 124.4 • 113.1 10.0 125.0 11.2 90.5 f 90.0% I 02 55 20'north, 20'east of MH#15 128.0 113.3 13.0 ' 90.6 03 46 120'north of MH#15 " .. .• 126.3 114.3 10.5 91.4 04 k 47 150'north, 20'west of MH#15 " ' 126.2 115.6 1 9.2 92.5 r 05 48 1 20'north 30'east of MH#15 126.8 117.1 8.3 93.7 06 49 50'north, 10'east of MH#15 " 1 127.1 114.4 11.1 ; " 91.5 .. .. i 07 50 ; 100 north, 25 east of MH#15 1 124.1 113.4 9.4 ; 90.7 • x :. g 08 51 40'south, 20'east of MH#15 " 122.9 112.6 9.1 .. 90.1 'if09 52 100'south, 30'east of MH#15 t " 126.0 115.1 •° 9.5 " 92.1 " 10 53 100'south, 50' west of MH#15 " 3 125.7 f 116.4 8.0 " 93.1 ,. 1 11 54 10'south, 100' west of MH#15 1. " 126.4 115.9 9.1 92.7 i, } 1 1:•}At"xK4xKYx,K, ««P;,4�«4«"x«,M,«xK4a«««5h:• .�KPx«KP}:..:Yx,•:,:•h\KS...?z«•x,YY:P}x:P.Y:t+}X•.}Y:S}}}}}>..x4h:4XP?x•}:Krf:,::\.P}...,t,,.•MKP.K•}x,fY.xK,�.Y:Y:PP�.,4.•..x<�?Pvv«.X•X«.,P}X<K««..«P�X4rl:K..«K•�.l ��Px. '.J•�.>�.#K�!•.��5 REMARKS: *Approximate depth below finish grade. h f j! DENSITY,FTW/FRM FILE NAME: D•T06✓l2.0f2 REVIEWED BY: • •••••l.1 REPORT CONSTRUCTION TESTING LABORATORIES, INC. JUN 0 3 1997 L� 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 Facsimile (206) 588-0928 FIELD . SPEEC TION . Page* 1 of 1 client: M.A. Segale,Inc. Date of Inspection: May 23rd,1997 Project: Cedar Crest Development Permit No.: N/A - P.O.No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 13 Project No.: T-0682 M}'.:Siy :.???:-%-.� {{{U!^:... :�+f.+::'Jl.{} 4+'raiiriv^MYiC:!i+lx M1C+•.is".:'-. l+s?5vc•. M'?ee, "Z MYY.:.. �Ci: +rW':tr.':.::.v:::tfu:%.::.Y.x.3?•'.✓:ns?a'-��•.y� .yam..... !• "n.+�.w S`:....u::..ti'�'•ra'3.urn�cLn:J� .c..�'s�.r�C•.ea�h.:r ..r. '.5;'`•-•.''';y`.`l.._.,..:«:w;;.•�s.� •,..,.f;::k;:.x:ru,::<::..x..;�x:f7��� .•>!;�<x •'•?^.<.-::../'t.' -..:.""�'..•.s�n£"y.�' rrsww�gr;�?.t•{�':";.,,:•:v..q»i:r .v...-'-r-? I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing on the compacted borrow fill placed throughout the project. As requested, 9 each in-place density tests were performed at random locations on the compacted fill in the areas of MH#15 and MH#16. All density _ tests performed met or exceeded the 90.0% of the maximum density requirement, as per attached copy of in place density tests report. • Geo Engineers JUN 0g1997 _..� ' :.......�...,.,.r.�...,.,.iwrr....,,.accr:.w,c...........:.:�n.w,nxwx:rwwcvw,.<evum..wmwira•�uu.svovii..wro..,c:•,e�.uc�i.,«w:rr,wnrwa..�-�mnwncvwiriw..rnc:w:nvcv.f-�xcw,..rn:.r.•r:..•.:o:.n:,�-:...•»..............:. Weather: SHOWERS Inspector: ASMITH/fmd cc: Gary Henderson (GeoTech Engineer) Reviewed By: FIEId.E1'lr- FILE NAME: F-T0662.01 J y • REPORT , CONSTRUCTION TESTING LABORATORIES, INC. JUN 0 3 1997 ..4.....4.4.Ln55n45Y:.:.....:,a.a.44...5...5a.:..4...La.4.5•..a:f......:.Y.:.:..Y..Nf:...::..,.Y.S.::..r.:.....:.4.aa5.h:...5.a...4n4:....4,.a.4.......:..............v.:..n.......:....:..::.....4.r....:...:..r......,.r...........:.:...a..:..Y.�.4.Y. 10111South Tacom , e D-7, Tacoma,xWA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 }!Ktv.;}Y.Y}.\vti\4\V:V}}:KaK•h,V:4MKK.\w.v.V...KKSV:S•:x4•::V%a•%•xW}:•Y,M:tiKVFNhhh:V.:!V:V%•:VAN+X.V:!VA%V.•:K•:V:v.'K!V%.}vr... .,.•.....wr�..:..r..v.r....... • ,...h.SVM..fv:....:.......L.nn...... .} :...........r:..r...rr.,..r..v....n•,r..•...... .... ....... .. .:� ..................... .... ......................... .........:1....:..::::.:......:......:;.:..:•.:.:..:....:....!:Kxuv,.y}VrY.Vn;.!%!!.!}:^}}Yi}:}Y}}n.rA•}}:w::?f:}x+.•}}:v:•i ' • :: .: '' :}: i ':: ':. :.ii:::.::�:.:iii;•:��::L.i::Li.::::.::;:.}i'.ii:.:::::.:::n'::.;;v>:. �ii:.i:.:}:•ii:::LL;•:iii:L•;::^::'i;: ;}:'.ii:L.:::.'L;::iiiii::>::i::i'ri:ii:i'f,.f:;:i:}::iLii:k:::i::kk::::a}iF}i}:a:i}isvy:ai:�?iiii:ai:•::a:4}}:a•:;;:;.:::•:;•}i:•: :.:�:} i::.:is}}ii}i::L ::::i% 1• ;:`i �. :y:>:�. :..:::.`� ::. � ...� � ... ` .' i::. :L;:y: is �:: ':'.i :: .. .... :. .::: " :i.:isisii:C::::)iiiri::isf;:!!isi::'':i:;i:;•i:.::�:�Y.•i:•i:. iititi«'v\::i:<:is�: i:.i::':i::'Li:f;::a:•:iiii}:•}}::•{(: isti: ' ?iiiiii iiiii}:G}::L?;•:i4}$i::•;F:•iiiiii>:Li?jiiiiii:::<:ii)i::isi>:}>•:C•F}}iii::n;v: i:L ::i:�i:i:iii::i:L::i:<:}}•ii• ::I 1,4 i.L :. . . ... . T: .....: : .::... T } L.ii:.. ;::. ::.:: :.:::.::.:':: ::.::::.::::::.:::::;:::.:.:::. :. ::: }:.:.}}FF:.}:.:::.}:.}:::::.:L.:L:L:..:::i:gi:: ::::L•i;.%.}ii}:.}:;L.i:.}:: L.�::!:::: :::::m,:i.::;•}::•::.;;.::•:;•ii:::::.:.ii$i :::}}:: . . N..P. LACE'. . ..... . . .........::................... . ...... .........:.. .............. .::':'.; 4 . 4 X5\...Avnh.:%::ti•.,...n\\•h.,r r4v, ..n. ..... r,. ., ... .. .... :. ::..; ..... . .•• ..•• :.A... ......a444,5...4•.}}.S.VJ.v:..M1S,VY.•.,.r.........r..,...........rr.r..rrrv::r;,;:.;....::•.::::.::..........:....:..... ..... ......:........................... .. ..............: ...... .. ........5.�•... .�...�.•�........ .5••. '.::.45•.:LVh•:.V:Y:nYA:.44':n':.5•.v:,W,:.YN}.v:•}}}}Yfi:V:VtiKV}}};q}:V•••••V:V:V;vr:%'%\V:•:'V.'}:4:•:k%»'T:'>ii:•ii:�X4f4YT>?istii}}':�;iiTij:� �>:ViTi)ii:•: CLIENT: M.A. Segale, Inc. DATE: May 23rd,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682. REPORT NO.: 13 • PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client TECHNICIAN: D.SMITH/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 �., a�}}F}}�,� \;t, � ,}} MAXIMUM DENSITY TEST METHOD: ASTM D-1557 .h5 q}. .k+::r5;.;....L,n..... ...L...n:.:.�.}:3•n::..... •:•..::•. ..:•. . . ::.Y::.Yn;•.�:::::��,:::::;::�:':;�.,.:•:}.Y}:: :�}}•ff%!.}:�::a4•:}.4•x:.}}}}}}}.::!•}}}•}:... ...v.x ... ..... n'•}.K•:K•;.w%.;K.}';•}>'ryr'yr} a. : ..:....:......n::.n%C......3X,.v v:}:,.yr.•. ;.. 4..:}:'!:K.'.,L.;K•x•:••r;.',:}}}}r .}: 22 i�rv};•::.;:::•}:•i:aiii:L•i:•:J•}}:•iii;:••>y}}}i:a:L:iii:•}:ai'i{:• :•:aiii:::� :i4i Y+��::LykU. ::: ........... .................................. ............... ........ ........... ... ....... 'i:La':isL::::::::•;:•..�.�:.iv::• i:�:L•ii::}}is:•ii}v;:L:::::::::::::::::::::?}::;•i::sii:Ci' :•i:Lai:::;•F:•i:!•�::i:•i:a:::iii'i ;':�ii}:. 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Date of Inspection: May 28th,1997 Project: Cedar Crest Development Permit No.: N/A • P.O.No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 14 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. As requested, 9 each in-place density tests were performed at the SE area (approximately 7' below the finish grade) and NE area (finish grade), as per attached copy of in-place density tests report. • • Weather: CLOUDY Inspector: .HONG/fmd cc: Gary Henderson (GeoTech Engineer) Reviewed By: FIELD - FILENAME: F-717682.014(R-05/29/97/T-05/29/97) • • REPORT CONS'' r;4UCTION TESTING LABORATORIES, INC. JUN U 31997 .:...,,:.:::,,,:. ....",.,.:.".:,,...::::Y....::....Y.,vhY.r ...... .r.h.......,..:.h,Y.:..:.....:.....K,.h.:.,.,..:.,:.._......,N.,.h:Y. ".......:.:.................,...........,.....,.....,...:.r::..,.....:..:,..:.:,,.h.:::...........,.h �.,: ... ... .............. . :.r,..:x,Y�,r~.,::.M.�::uh::..:x..,,.n.�� .��,.::..:W...Y�Y.W.:...�•.::,..,:..•.:Y:.:,.rr.,,,...,,H::Yh::Y.:.,:•. 10111 South Taco is ay, uite D-7, Tacoma, WA 98499 e a r •M..x .:YY a,. , K,.h::..:.}>., .,{{.., M„�} ,}:}>} vhY. .Y :,Y.:..Wh o, Fax No, .. 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DATE: May 28th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 14 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd 8 Edmonds, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 _ MAXIMUM,�``,�`� �� ,�:�� � �� �•�� \r � DENSITY TEST METHOD: ASTMD 1557 `� � ��. , fi}, •..::•:}}}:}:},}r.}};-}:,:;•{{.KY:}.}:.Y.}:..Y:.:.}ht•%.%a,%..,.•Y, ,:ao%..' ............ ............ .. ................................... ..................... ...... ...... .. ......................................... ...n....:.}.,....::4n:,.:...Y...n.t::"'"k`..a. ......+ rM -0}}:X`{�i'l..t;:}SK'1vY:K:2SL:N ,}:{r:}� ...... k....................................... ........................................... ..�•n�..r.� ...v�v:v:.,wMwnV:::.uYi:.vvv.Ci\.nv Y{•. cc i}:{g:,' :'::w:.^C:hii;: :.ii:::.i•i}:^::•;M:;::•0: Y4i'i:: •:v:::..i.:::.:•}i::i}iii}:vi:V}:4:^i' iiii:•isi:}ii :: ::.: ::}:i:•}:i}iiii}: i}:.}}iii;iii}:iii?ii::.:::.ii::•}>:Vii+ii;i:�iii:C}:.}ii:.i}}}:..:J: iii i'.:iiiiii}ii:.ii::i:: :'ii:.vi:;:::i} .i:.i:fi:.:i ::..:i}:i :i !}:i{:.iiYi.iii}}i:<:.:{i.i:•:.}}}}:n::.;;:i.i:::i ?i •:ti•i::.:i.::ii:'r:. i.ii:}i .. .......... .....Q......... r .. ............ ............. . ::}':. . 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II I I Y " 1 // // 11 04 77 20 from east, 450 from north " 126.5 108.4 16.7 97.7 NE AREA 1 • 5 • 05 78 .. ..................PG120 from east, 250 from north 1 P-2 129.8 121.2 ` 7.1 125.0 11.2 97.0 • 90.0% 1 06 79 • 80'from east, 100'from north " u 130.6 123.2 6.1 98.6 07 • 80 ; 180'from east, 120'from north 132.2 126.1 • 4.8 1 . " 1 100+ Y, 1 08 • 81 " • 1 220'from east, 300'from north 126.8 •120.0 5.7 96.0 09 82 " 150'„from east, 350'from north 1...... " 1 130.9 121.8 7.5........E " " 97.4 : 11 .r r. 3 ::•:.v::x::::Y.::\.:..nv.•nYxxx.v}:::Yx:aKv:Y:::.Y::::v:.:::v::.•::K..•w•.:•Y:::Y.vvavJn•.:...x:•:x:}X•ac.Ktv:•YY:as:o}xas•:YxaY::Ke:x.•t..w•wv:.•:.:::..:•n:•.v,:::::•:w:.}::::a.: .K.�......... ,.it ...•v ... ... ..... «..... _ .. ...........:...n...v....v.:.:.v.:.,.Y....v..hv v.....v:...n:.vH.YH.aYYkV.•.•iAr:MY.H:WY.Kvr vtv vN.v.V.AVN.V.v.•:,,:vxw•}}C•NF:Y:VY/YIYY Y..:vY+:V%,•.vYr}J AF ivYxNYN•'R%A REMARKS: ELEV.CODE: FG = Footing Grade t 0 DENkITY.FTWIFRM 1R/�. AME: D•T0682.014 (05/29/97) REVIEWED BY: ..� �" J U N U 31997 CONSTRUCTION TESTING LABORATORIES, INC.ISSUED 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 ° Telephone (206) 588-0805 Facsimile(206) 588-0928 P:FIELOWSPEOTIONREPORPEugamagestenegmmg Client: M.A. Segale,Inc. Date ofInspection: May 28th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 14 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in place density testing. As requested, 9 each in-place density tests were performed at the SE area (approximately 7' below the finish grade) and NE area (finish grade), as per attached copy of in-place density tests report. Weather: CLOUDY Inspector: .HONG/fmd cc: Gary Henderson (GeoTech Engineer) FIELD.rn+- FILE NAME: F-711682.014(R-05/29/97/T-05/2DVD7) Reviewed By: f I A REPORT - CONS ► 'RUCTION TESTING LAB juN 0 31997 ORATORIES, INC. ":-:YN.v:::•x...:.:.-..:•-v•-...:............:M:.x..:v.:.:h::.K.:.....x....:xv:.....:.:<.....-�.�wx,,.�...m.�.x�:,.:v::..�:.x ��,,���� [[�� _ _ 10111 South Taco Way $`uite D--7, Tacma, WA 98499 .,~ ,w, .�,,�,, �w,. �w,_..w».. ,> V<..,. „,w Tel. No. (206) 588-08 "".":""".:::: OS/Fax No. (206) 588-0928 ::::)'r:. ::l �' is i:: ::•::. ::.: •.i ...: .. .... .. .:. .:•i., .. ... ... :: . ;.......::.::.::.�: :...... :::::::� :: �.......:.:::.�:::v.....}:;.<'w.::..\„Myicu+.•A•Nnl«Vw•w<.. :.. . � .:. :.: ::::. ...:.. :.. :: ::: .... .: ..... ....: ..�. .: .: ... .::::::::.::�:::: .::: :::v;:. .:....:::�: ::::......:.::.:::::::v::;.... :::.::.�:::.�v:.)K!X!.\SMI.4N�<VM>.NY�INYiW%q<,dnyy. :::.. ....:..:............... .. ... .SIT. ...... .. :::: . ........ ....... ..... .......... ................. ................ ......... ..:................................................................ ... nvw.\vwnw,ww UG•A..;:;;.;..:{:::U:::::::::::{:::.::x;nw::.�:::•i::<L:iii:4i:S:::y:{^i:•:i::i::i{4:i:•::{4:::v:•i:^i::;:Yi:•;iii:?:i•i:ii:ii::ii::ii::;:i'i:n:ti:•:::y:i:•i::4:•i:i:::ii:::•: CLIENT: M.A. Segale, Inc. "'.'wxr,w.wwxvwasway..wwuw.vuwwwxww.,tivww•rvv,,,,xc»x�;�v�w:�v ;+�;::�;+i;:u:� ww�;;;;v�wW�.„;:Nv DATE: May 28th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 14 PERMIT NO.: N/A . JOB NO.: N/A ADDRESS: 3rd & Edmonds, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client .._..............._. ._._.___..._.....�_. ......w..._.... _..._._.v.. TECHNICIAN: S.HONG/fmd N-PLACE DE NSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 , ...... ....:• ,.::.:::.:.::.>:::R::<'{2':::::::'::i;%3 :::::::: :;;:::j::::'::2'::';:<:;%:; :::::::£`:2::::':>:::: ::::::::::::;`.?i:::::::::':::;::.•';.:.:; .:;. :;:;5:;:i:: :: ::,::'::'::::::`:::::::;:; ::: :•:. ::'>.:: :::.;::•::;•ry'::% :<:': :::::`:::?.:.':.:i:::�::::::: :>:%::: : ::::i::` :i::: ;.i`:::a:• : ;;;;:`:;: : '::.;•xi{•:;.:::::> ::i:::.::i:.s:;::``.i:�:� ::.::....... .:::.:....... .... .... .:........ ..:.�::.:............:..�.... ... ... .:.. .. .. ..:..�...............::.::::................ ....ae........ .. .CAB.::. :Ufa'.Y .::::::.::.: ::::.:::.::::. ::.:::.::::.: .:::. :. ;:. .. .. .:::::::::::....:.::::.:::.:�::.�:...... :.:::::.:::::..... `.°.?'�?:?x?`ax`7,00,T.`.?w:a<vaw:aa«oax ...... ... .ION.:...: :;::..::..........:;;::::.:.. .. ......:..... ........ ......:.:::::.: .........::..::�::.�:::,............::.::::::::::.. . ..... ...... :11.01111111111111111f111111111111111111 NCI.::.::::.:::::.::WET:.:::,::::;{:.: ::::._.::::.......:...::::.:.::::. :.: . :::.�:::::.. : , :::.:::.:.:::::::.:::::::.:::.>.:::.::::::::.::. ..:::.:.:.. n.aw•ao.n.w.w�ww .xaawv.,wr ....;....:.......:: ::.::.::.;:<.::;:..;;:::::.:::.::::.:;::.:;:...:::.�:;::.:.�::.::.. .:,:::...............:. ... ..... ........ ER. .;:..:.:.: :. ::. :.:::::::.:.. nYO:<:<i::wx Twwwwa�w,w ...�:.::::;•»>:•:•>:�;:•::•:;:::::...•..:::.:�:::•::........... a/�./� xa,:ocusxaww:om.o:av>aic<•:aw<v:Y,Ya�u,.o+c..x.•xax•ww::.a ................:..:::::::::. ..•::.::•.�::::.:.:v..:.�::•::::::::::....:..:::.,�:.�:::::.:...........::::::::•:•::::::.......:.:::Wig, .wuxa.•:vxav�cvix•.v �iFi.i:w:Si,jti....::................ :..:..:.........::.. SE AREA 01 74 - 7'IF G 40'from east, 150'from north P-3 123.2 110.2 11.8 110.9 17.0 99.4 90.0% 02 75 80 from east, 250'from north 119.0 �� I 105.0 13.4 II 60'from east, 350'from north " 129.0 106.2 21.5 .. .. _ �•.. _.. 95.8 04 77 20'from east, 450'from north 126.5 108.4 16.7 II II97.7 NE AREA ; 005 78 F G ' 120'from east, .......;......_ .... ................_..F :......................._.................as, 250 from north...........................................:.. _...P-?..._........_.129:8.........,...._121. ......_._..7.1 125.0 . ... __11.2 97.0 90.0% 06 79 80'from east, 100'from north " 130.6 123.2 6.1 . " 98.6I,_..,•�. I, ,I 98.6 07 80 180'from east, 120'from north " 132.2 126.1 4.8 100+ 08 • 81 ` 220'from east, 300'from north " 126.8 120.0 5.7 " .. 98.0 ,, 09 82 • • 150'from east, 350'from north " 130.9 121.8 7.5 • REMARKS: ELEV•CODE: FG = Footing Grade ENS/TY.FTW/FRM FILE N«•'''. D-T06d2.014 (05/29/97) � 1'I ca REVIEWED BY: .. ... . .. ` _, REPORT JUN 051997 iTA CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 >xauxxh.> ,�, � H,� Facsimile 206)588-0928 ,�::.�:::::::::::::•::.:_:::::::::::::::::::::.�::::.. ................:. .. !+.'+.Y..:.:`S�..r���_�;+rra•:avnm�oco!;xax;exa .: _ ................................................ ......................... .... ....................... .... ...........-:en>x aov.v»ot+..e•Xnaecoaevn r �..�. FIELD:._I SPECTION;REP. ".; : • �,. - „w�2•::::::::::::::::::z.:;:::;::::�:���:=���:=is�f:�i'-:��=:��:::�::�:<::�:=:�:;f::� :=::�::':::�:�r:::�::: �r: �:��:�:::�=::=i=:�:'':::::�:�3:�:�f�:�> :'< ��`�:�:�:�:���:ii:::::::�:::::i::i�;<:->:�:�:�?::: �:.:>:�:s:>::�>: Client: M.A. Segale,lnc. Date of Inspection: June 2nd,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 15 Project No.: T-0682 ...•.y..:;:.<x;.:-•,,.::.::,as>zs:�;::o•, tc:...,,.>�.,...s>..�..;>�.�;a,,..u�?t.:,t'-v��.F.;oh;.•«..x�.:•• ...f:: s:�.:.,�,••.; ., ;•;n:;:+:cf�:.;:;•„{;;:-,::.• s ,""Y:;',:ux.:'.�::<� .a..�,'-'::'`-';,.'.�: s�..,:,,aaz:..;.mar.,-vw,,.�.�iar�:,'-�:'n"i-=:iir`.:`y::�t:Y:: :�::�::�;:i `:'cr``•'>�':"::_.�:'. I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. However, density testing was cancelled due to the area was wet. We will be notified the next schedule date by the contractor. Geo.Engineers JUN 0 6 R97 '.-' ,. - 1 Weather: FAIRS Inspector: S.HONG/f d cc: Gary Henderson (GeoTech Engineer) ,(� /6 FIELD. FILE NAME: F-T0682.015(R d T• Reviewed By: / - • REPORT JUN . CONSTRUCTION TESTING LABORATORIES, INC. 2 1997! — -- ISSUED 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 • -- S' Telephone(206) 588-0805 OP.91 —Uog - Facsimile(206)588-0928 . �• ..... `'N.. - � - .• m `.VI,O,V !!.�> >!.�l.lb0p..0..0.0 `! _ .l Yt� �`�??•.�..•}•�`•�����-•:�•.:ii:},•.•'•i::••..•'Y•'-�.i•.•.':....,.....`..'•:'• +....-...'::••^::{ R .?:: .:: '::•�':.:::.:.::. .'::.iiii?:`:::'.:4:ti�iF:'•.��:':��.;n�}`i•:•:.:.+�':�.t:•'�::.`:`••'••••ii:.i5,:':::. iY.: :. : MINS CTIO RE O R ;::;-;:.>.:;:::;:w Pa .e 1 of 1 Client: M.A. Segale,Inc. Date of Inspection: June 6th, 1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: - N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 16 Project No.: T-0682 a �:::•.,.. .. ..... ... .......:..-.•:...�a::>�f.: - ..-:c VC... .•Yy moron m�':�viv I arrived on the jobsite to perform special inspection and/or field testing, for • today's scheduled in-place density testing. I performed 6 each in-place density tests on various elevations of fill at the South and North areas of MH 14, as per attached copy of in-place density test report. I picked-up a soil sample (silty clay material from the West bank) for moisture relation curve. Qeo .17 do iicer. f- _iv,, N 15 • Weather: Cloudy inspector: S. Hong/sg rtrza.nW-FILE NAME: F TOUi Reviewed By: "l .r�. ,. JUN 1 2 1997 . ' CONSTRUCTION TESTING LABORATORIES, INC. ISSUED • 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 »,,,v.`.rwa:,wn.>�„w.waow.�ww.<wa>,.xn<ouv::.w:e.;;•xwonxya.w.c:c...,...,,,v.'.},...,,.,rx wwaw.ryvx„'�>'.:wr<•r..xwwrcwrwr>..w:..r:.ox::•>:..vw•.<•:,w,:.x•:vx•»:,v>xux<n>.>::..:o::.>.,<:.:..w.x<a„n•:<..:n•.<.w•xw:rn'c,�«.Racs...,rH>xuc Iii ::::..•;�:' •::.::;::•;.�:::.�.�.:::::::::::::::::::.:::::.�:::::::::.....::.....:::.:.::.:.... .................................................................................................................... .,nnraw.nvxorra.�wwwa+xacw.. ,.,..; ;,:.•:::;:�..:;y ..,: .;:: � ':.:,: ;, :.:..:::':2::�'��::j::: .:;�:.::.,' ,r:> :;:`!� �,..;;.:.�:;.... ,,.;;:"�`'��.:;:•�.:.:;:`•i;':;`:;:;i: :2::::i::::::?:2'::::::::::i:::;:::::5:::::;�':::':`;:::'::iii::::':::::�`:::''ti:�':`2%"`::`::i:::::;;::'::;%:::::::::::::::`::;:;:%;:::`;:;%i:3::;';:;:%':::`�:'•'�:�::�i':::'?#2:'::?':::::::::'::::::::::isi%::::t•`:::':::>sii:�' :: _;;::::•::'':::<':::''':::;::�:'!;:::::<;:;::':%.;:� :;;j�::;£::::;:j':;: ::j';:<: .... .. . ..::: LA.c .. EN �r. S. ... . . . i:im: . .. . . .. . . ..... .. . : .. . ......:E]s................................................. ..................................... a . >ti : r. T REPORT. . W'1`WbWO:W„N>.�VNi`»>H»N>rM1,V»>r»>A,AWI...,.O:\V:VAV.1„\V.J:AJ.•NON.\V1\Y.`AW>JhA V.vh'4V.diV,\•>.+M\\\V>r\•}.hA1>nr::>.\4.hA:\•.v%•x4•:.:1}:\r:M>14 A \\.a.4V v11\\a'T•T•.:•:}N.V>.,W.1*V>\=,AWA\\V:h'•%N'Wr„VpT>:V:<XAI`w•r1JT�V>kY>M*.'xV:,'•:VrTr>.\\M}]:\VA1\V>A1\1W.\V4=<„.4NT\,>TNMNWNJJa,A••NMgW,Ays\\<,:3 CLIENT: M.A. Segale, Inc. DATE: June 6th, 1997 PAGE: 1 OF. 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 16 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client TECHNICIAN: S. Hong/sg IN-PLACE DENSITY TEST METHOD: ASTM D-2922 • MAXIMUM DENSITY TEST METHOD: ASTM D-1557 ;,:a::::J<:t::..::.;•..•. \r ,F ::vv,: :i.:tv'r7i•::?::•v;::J:>?:•SRY •v:> ri•';•>u;:>:yq:u•.:v.;•;;:cxdr ;r,•'>:kN'?': :.:•:F:?t' ':r'.n fit s'•R: Y .v »art. ar'.'<:;,;;`:i':: ::�.; " \ • 'C Ste:{, 2 @... ,�,.<,. ..3•.Y`2' '.�": ..•'.'O•' k.:Y�2•>>RZ'J�.$73.�`>.:'�:>�?F�?rxh.. ..�:..ti•..•>:,.,•:RS.,v::..•..•,�.,Yt•x..s�•:,a:.,,,•.•rs..•:x.Lr•:::.,•.,,'t�.,•:a..•...<£,<,:,�,:a,•:�%:.:..."7"::�.a'8c•wlit- IT .�n"». a�?w.<�•.�•'.�.:.:�`c£''s:<afx^'a.•a'v�:�'�+.�'d�'.� �. a' '.�.�.'1t`+�`,�. �•. •:::•:>•;•: ;•:;;'. . :•>: :i:Y:i::::::�:':: :: : .;`•St::>:::>;: :::i: : ':: :': >: .fi::::::::::::i `: :i : :<:::•:::>:i <::.`'< '{: Y � `.: ': 5:::;' .'•;:;.:: ;:;;:i::;:t:::::::;>::i:`>:•::`::::::.�:'<::::::::<:�::::::::.::::>::2:>:::�:>:'f•:�:;:5:;::;':5`:::::<:::::>'::i:%::::::'•::`::::Ci:::::::i'•:i::2::iti::;••:::::%`#:%�::i: ::: .::' � :. : � iiiiiiiiiiMinlini .... ...........................................................................:.�•:::::.�::::.�:.::•::..::::::::::�..�...::...:........:.:.......... .. .YM.>i'.aC.H.9.9.n:>:>:q?»>T>:AP:MY.•.:gX:H . �. .;:}:�.::Wl!,•O>r.... '• :: ..:::i: :i'• > ::.:<:EL :V O ; :::<:::>:<::::::«:>;;:::>:<::::>:><<:::>;:<<:.:: :>';;::A:T..< : : >::<:::<<::::::>:>:> >?i::::>>::>:::::':: ': : »; ; <:: ' :>':<>:: :: >�;;;:.:.,:,:i :<;:::::: :::..:::::. . :.:::::: N.......................................L.. ..CA.TI.. ..N................... ... ............ ctlR1IE........LB.S....... ...CU.�'T. .. .....DR.Y.W7�<:>aPTIMUM..... . ..:;:::;::.; ::..:;<::::.:<;::;:''.:::i>:;:;:E:i>;; # <i:::•3E:E:::::;::::Ss;«;;:<;E:::::: ::::f::: :'+.:':::?I:?:::'•:%:< 'r3f:;::::?::s::;::::: :::;; :::::::::i:i :E::�;i:;fi::::<::•.;::::.;i:: .. .......>::;::: ::: <:»:<:.<: :>:::::>. ::«:::>:.:::<:> :.:.:>:.;;.;:.:.;:.:..;:.;;:.;:;::;:.::;:<.;::.::.:.:.:.:;;.;::.::.:;;:.;:.;;:.::.;:.:::.;;:.;:.::; :.;:.;;;;:.;:.>::;:::.;;:.;:.;:.;:<::.:.;:. :.;::.;:;<.:<.;>:.;::'.:..O'.;;::.;:.::.; >:.WE:T<::>::;:.;:.'D•.:.::<.>; :: . ....;:.::. / F::.>:;:.>::W ; . ... :.:;;. :..::.; . ::...:•:4x\VCSiYL.\4 tia`fC,.%:`rY:•>}M'KaO.•.\C,V�V.W:OAOfK•P�'[«f�YN.I�P fNJN�. .. •'•n\� At South area of MH #14 1 1 83 -6'F.G. 80'from South, 100'from West P-4 1 122.0 111.7 9.5 115.8 15.7 96.5 90% a I 2 84 -8'F.G. 100'from South, 200, "from WestX� 132.0 117.8 12.1 115.8 15.7 101.7 n a 3 85 -5'F.G. 200'from South, 50'from West " I 124.5 112.2 ' . 11.0 115.8 15.7 96.9 1 1 4 86 -5'F.G. 240'from South, 80'from West P-2 1 134.5 122.5 9.8 125.0 11.8 98.0 At North area of MH #14 5 87 -8'F.G. • 150'from South, 50'from East P-2 136.0 124.9 , 8.9 125.0 11.2 99.9 90% 6 88 -10'F.G. 300'from South, 100'from East " .1 133.5 122.7 8.8 125.0 11.2 . 98.2 t a ONF I RMS.! :::w•:>x.V:Vn::•>:NWr!N>; \Y•nw>nv:%ti•%,+:V>r}M:>TWaI:wVWN+}.wMv:wMv:vtiYY•NY.V.V?TKv:9.V:Av%.OA:FV:wK•NYx:KwA::,>NwV:V:•>:,;iV:Nlv:4>.ti.»..v»N:•>:•i•i•i.'•>:titiYrt:•X•MYH:},yF::•.•>:.w::,�w0.•YN:•'+H>F.•i>W%•rM....' TrT.,:tw'•.MrN O.V:C.:•W>%w>:VTA'O%A:,%tin>."v:N'::'A\v>:>%4%:WN'iV>:ROWrNN�•iVM•' .WJV.�VCY%•IW`WF•��\'C REMARKS: F.G. = Finish Grade Sr ' t DENS/TY.FTWrtRM ch.) 7[`E"NAME: D•T0682.016 REVIEWED BY: • • REPORT . • • JUN 1 2 1997 ili rONSTRUCTION TESTING LABORATORIES, INC. ISSUED _- ,, 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 .+d Telephone(206)588-0805 Facsimile(206)588-0928 • •: 4? Y•:. i:-i?i .?: .''::::{. ::. v:w:. : .{:::::}x: '::::yi::'MOISTURE S: ...:;.}v �{x:v:: j•:??{P?YG:{{••S}{{.Y::3r{\ $i0??vi s?r: vWii{':•ii%••.::ii•��'n;:i;?ti itii?i??i:{<:?i?i?fi?:i}?:'.w. !�jIM� DESITYOPTI iI T : ' .O : "M:,-i% �I { 4 .......................:•: CLIENT: M.A. Segale, Inc. June 6th,1997 DATE SAMPLED: PROJECT: Credar Crest Development T-0682 PROJECT NO.:• .._._..... ADDRESS: 3rd Avenue & Edmonds Avenue, Renton REPORT NO.: ._......._.1 6 CONTRACTOR: Client PROCTOR NO.: P"`l LAB# 356 • FIELD DATA: SOURCE OF MATERIAL: At the south area of MH#14 approximately 5'below FG LOCATION SAMPLED: Native West Bank ij,��?.`•�.�f"`fi.Y`."-". ;1%s� r��=�}:'{•�`�'.�4 %i�,s±y,,�y.�4'! :a- •iy,:.r�i,r.;,y�rn-yr :ltC w{{{r.•=�rao. "•'--:{..:c� v£• rxfi ,y,^, •.f c3;2{-,•::?Y-<:..-. -:{-r.{.,,.: •,�r'l+'/;'f--..:-,.:<-.?:,.:.:-.-r::v�r+'.:. f: -Y Z ms::.,r S,.s?:•:=rS•'.•+c�s+.sy- '4::)1,'%;. r:t?.y, .:I '<-^'% `fi-'r:::- .:v,:.-•'-r -rrft-,...<5<, �`yr�'a JX'': �s,`vfac;r.,..?: <27-: r .-<rK����- �'4••v' S 2:'.,^?;�,.v.:�'-:.• ,�?.�;: .,).••� �-.:r •.r.':f:-.:,xcw:?::✓f{•n<::�fi.::.r:,.y2:•x`•.,,a•.:; ::c•:e?r,•yktt} LABORATORYDATA: ��:,'yr,<{{{•:/{P:%2Jr:•'iM'Y!4Yf.• v.4IA`:<{4.4: :1�h�-0-0{f>.-:r n:•.4fk :4 } :ISF; > :ryn.{L ?Y!}ro•+' .wvow«.wnraoa,.awraaaavwcr.cu :r�:ovaonwecaevan _''r �,1..._, I ..�..� .. MAXIMUM DENSITY DRY: 115.8 PCF ' " OPTIMUM MOISTURE: 15.7% l, _ SOIL TYPE & COLOR: - - - --- _ _ _ _- - -' - DARK BROWN SILTY, CLAY £.>:.: 4 . and MINOR GRAVEL :k. - i • TEST SPECIFICATION: ASTM D-1557(C) € '_._ __ _.____.__.__.—._-____. CYLINDER: 6 .. ';LA- CYLINDER: --- .... - .- it, HAMMER: 10 LBS. irk DROPS: ' ws.4 _......... .. ....—...... .. -•--- •- - -- • LAYERS: 5 -- M - -- ris' '; BLOWS/LAYER 5fi "`'� ....__.---_....._-•-----.---- MOISTURE%: N/A f.4 I t IF . . i,....:::, -•: ." 114 TECHNICIAN: DELLIOTT 5. -. SAMPLED BY: S.HONG(CTL) .• < - --— F 'DELIVERED BY: REMARKS: + 3/4" = 5% = . _ •,--- - - • ?,: 112 P.,,'IA. f 1 • . t r ---,. __, ( , 110 _ E, .. :: ./--, 1-,,. i A14 16 18 10 12 •; • PROCTOR.FTW/FRM/07-71-96 P-T06B1.RCP REPORT JUL 0 1 1997CONSTRUCTION TESTING LABORATORIES, IN5ssuED • N 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 Facsimile(206) 588-0928 ili . ;: a 1 .........hYwraY : u.}3.ViviF:v1'i/:viiJvllUiinvit:.:v:.:::.::v:•i'J.x,.•..::::.:::::.:::::•::::::.::x:.... Client: M.A. Segale, Inc. Date of Inspection: June 25th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Aenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 18 Project No.: T-0682 x• .tr=x°?�*£.4::,n. .•:r ....i...::'.'->4;ai'."?'.,^`^'vh`=":w^,'u'',4�..''.'-•., +f�co�'a,•;f,%- :::'e»ta:;^,a`ii-:iw'• a'''"a.e2..`°....'-"4u•4"+��:' :s:,"'i..+;"7°v` .,• f xe°o%.,x•""a. .L.....a.u+c..r'-Y'w'f1.am.,! I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. Upon my arrival, 10 each in-place density tests performed on file placed north of retention pond and east and south of MH#15. All density tests report performed met/conform the jobsite specifications, as per attached copy of ;(, in-place density tests report. qto p ng�'leer �n ✓Uz 3 • __ :Rs+mrri•::•.nS•»1.V•:xxu•:uucri*M1:a]vwvvn w>.'Xwt y/gMwpx pgppy: aw+ovvVw)wGtwlwowoY/Fv4aPvMI n.twY z.c.rtr:w.xv.x .::ox Weather: PARTLY CLOUDY Inspector: R.ROWDEN/fmd Fri.Fry-FILE Roc: T-0682.018 R-06-26-97 T-06-27-97 Reviewed By: L.Q1111 • • • Rcr-OR i _ JUN 2 7199-c ':''' CONSTRUCTION TESTING LABORATORIES, INC. ISSUED .... ...:..::.:::....n:..::..::.::.::.:.::::.,.::: :::.:.,..:::.:::.:.::.w,~.�wK..:K::..:�K::.,.::<.:.v:.�.�., ..:.�,"..�:...�µ,<..M:w.�w:.a�.. a.�..�,a�.ar�.,:�..x.�a:.h:K.:.wi.:•::�....:..a<.:•.•...: 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 .. .w.,,,,.�>,,}.,..!,>M,,,,..ha.:,:K::KK:a..AK,.�w.a,�K!a..%.a,...:.,:,,:,n:,,.}%:,.}....�.,w.,x,,..,..<.,..,:.,...:!,K..%.:\K.:::,anKv,,::,x.<K....K:,. Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ,a:}..:a. x:. x•}.w::s;v:V}nv,:v:•,77..w:v:!x.;y;7a>wv}\,'!a;}7:wtu•:5w.wwr:\w�,r:.w:K..:a:>}xV F .........:.:.:........ ................... ..........:.: ..k.. .\ 1.:........:..V:1V..r..k .}k::\:n3 4 LV}.k\`.R++✓Y.\^Tf\\V.\W}\ }};a}•}:H,W}.r.1•:S \ti`:\'ri\4W}}jl.VTM'� x:V:V: V:4TR \V:WV:i ,k•:J ViV... V}T1wi CLIENT: M.A. Segale, Inc. DATE: June 25th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 18 PERMIT NO.: .N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: R.ROWDEN/fmd w IN-PLACE DENSITY TEST METHOD: ASTM D-292a............2 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 ...... . .......... .::. :.:.. ;�::::. .. .... .:. .::::::.:..:: ...............,,:.:•. ...:•}:::•>:•:.:.,:::K.}}:..,..c.:c.:::,.•::sE.} :r:}:.:,.;..} < .ova ::::::.:...:...........:.....................:.�. ..:...... .....:....: ::. ::. .LAB.:. ". :: .: < : > � :« <>:>::<:::::::: ..if .... ...::.:... ..T". ...........:.::..::::::............................::.::.:::......................................:.:.::::.:...............,......... .::::::..:LAB.........., ....� : .... :.: .1.EAT/ON........:::::::::::..:................. :. .. . ............::.::::::.:.:::.:..:.... . . :.. . ......... . . .::.:ii.........................:.. �.. . NCB, ... ...NQ................:.::.::::::::::..:...................:..:::::::::::.:..............................:..::..::.::..:..:...........................:::::::.::CUR.V ......... . .. ... .:. ... ...... .. ::.:>:. . . :......:.::....:................... :..:::: . .............::...::�:.:::::. :........:...:....�::. :.:::::::,..:..... ..............::.:::.::::::.�: : ::::.......................::::.::. ::::::::.�..................:.:.:::. ::::::.:::::.......................... ... .WATE . .... . •Kau}.:.}:awe%„.}%w}x%•}}.WTX:KWttKxVrir}}},}%:K,!h�:•.a.a%.::..:::.,.... . .. //.•...�.. .. .�.:. .: ......... ::.....:..:.....:..:.. .....................: ..:::::.:.:......::::::::::::::::::::::::::....:.n.vnr..}: :: .\%:.A:a.a} %,. :•VA.•:.a:K+.aT::•H.JCv:QWn+W}]v:•%AO%AWKWNgq- �q � :\r%•:4}:•%f+W.•.l\+h1'4'SJgU•'+>d:)Nv%aiX�+%VVPUO�V:VJ0.:.V'i>ITW:NJ�V�4.V�\1tnti'ii'0.....•:... 01 106 - 6' s 20'north of retention pond P-1 137.6 . 125.2 9.9 137.2 ¢ 7.1 91.3 90.0% 02 107 II i 30'NE of retention pond I " 1 136.8 123.8 1 . 10.5 II ' II90.2 " 03 108 90'east of MH#15 138. 1 126.6 9.0 92.3 " 04 109 200'east of MH#15 " 1 136.4 123.9 10.1 II IF90.3 05 110 300'east, 15'south of MH#15 " i 138.5 124.4 11.3 " " • 90,7 1 rr 06 111 I - 7' 200'east, 80'south of MH#15 1 " ►► 07 _ II 137.0 124.0 10.4 .. .. ' 90.4 11 :..... ..._.... .... .............. ........9 300....east, 220 south of MH#15 139.0 127.9 • 8.7 93.2 08 113 - 6' 80'south, 220'south of MH#15 ; " 1 137.7 125.5 : 9.7 91,5 II 09 114 - 9' • 200'south, 220'south of MH#15 " 0 136.9 124.3 ` 10.1 II " 90.6 10 115 - 5' 25'north, 220'south of MH#15 F " 138.8 126.7 • 9.5 92.3 1 . ........ ... . ..... ......r.....................................,...................... ............................................,:...................................................................:..............................-.............................:............1CIPONF ......................,.......... b 9� RMS :.,x.V:,:a.:vu+:KKana.:•.v.,:::K•}:.KR"x:4}.a}%:•:a:•x:}}}.v}}:ay.:::K}}x\•:a::n,K•r:::v:}.!.•:..:v:•noh.vv.•}xus:w.•:'+.Kvx:•}.x•M•:.r}r!..a.K.:n•u}x!.}....:.••....... :....•.......:. •}:}F.:•}:a:.tCt!•r.:v:r.V:r.•Y.•}:!•:}SR}::.:}.a}%.:a...aY!:.:::•}:a?%•%,ti•R•N:a:!•.C:v,•f.•I.•}}.a}:nra:a.:•:aa}:a> }u}}}}\.:v?}::•r•M1\v.VF.•Y::S•%wxWxn•%KK•%•}.R'p+�Kaax:Vw%:\+.K•xWuPv w:.•' I REMARKS: ne.vt'/>•t'.l'I;FN.tr r•rrrs Nurf: D-T0682.0113 It-06-26-97 %'- 06-26-97 REVIEWED BY: .... 111_1 VI l I . • JUL 081997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED ��` 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 . ... :.:,;: .:...:..:.:...........:.::.:::::::............................:..:..... Facsimile(206)588-0928 . Client: M.A. Segale, Inc. Date of Inspection: June 27th, 1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Aenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 19 Project No.: T-0682 tir�'�-'�•i:T,-i:-+3:�.Jt%/t- f:�•.,'l:Yf.x•• :. �:: - ;.;f�•}v...;i•'::+4'+. v.� ...J:.}v.:n�:.••.}- n•.y ix• .,•-,..::t....:.......f.•.2Ct,-.9?;s;�:.,�:-?`.�:J•fl::'::a o�;.�if:+-.:..-,:rn.- :.f..,..k.1:•:i:::.'+..:.:.,h... :tif.-: -,surxyF..,��-.,:;.,•-: ••..,.}}•-.}:••:w::::oo•:,,•:.�._::.:•:::. . .. ....�`,............,.:U....�...�.f,.>.-,..-s-....,.�...�t:�x,:.�..�t31...,6.c:.f :!:$,Y`.S;:u:��•nC<.,.-,,.•:�H.ti....::.Y-.v}.�"x.:�:i:`.k:Y::i.. •:�::-...,--.'?: I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. As requested, 9 each in-place density tests were performed on fill (approximately 1' below finish grade) at the south area of detention pond, as • per attached copy of in-place density tests report. Geo Engineers J U L 10 1997 hxle-��-- Weather: CLOUDY Inspector: S.HONG/fmd Reviewed 8 : FIELD F7 -FILE NAME: T-I11SR1.p19 R-0(r3f1-97 T�17-111-97 y _-_ti. . _ REFiu RT CONSTRUCTION TESTING LABORATORIES, INC. JUL 0 1 1997 •••••...„.....,••••••_•••....0..,........................•. ............ • /0/// South Tacoma , 1 -7, Tacoma, WA 98499 Tel No. (206) 588-0805/Fax No. (206) 588-0928 i',• IN-PLACE DENSITY.TEST REPORT :''i.:::. .::!:.::.::::-.:.:.: .:::.1.:;:.:i:::::..:':::.:::::i::::'Eni::;.:::::i:.!M::::.::::i::.:i;!:i::::.i::.:.:.::: :::.:iii:i:::.:A..:.;.;; :o:::.::::;.:: ;] :.:m.:m::.!.i.:;:-.ii;:i.;;.;iimi:ii.iii:in::::iimo;:.:i .0::.m;ki::.i.i.!.i;;:::::m.go::;;.i.i.i.i.i.i2::.:..:. g;;;;::;::0:.:;;.!::•;.:0A . CLIENT: M.A. Segale, Inc. DATE: June 27th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 19 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 ::A::?....:.:.imm::. :.w.i.m:0::*:•,:mv.::•.:Al:m.:.1:•,:mr.:.m::.:::,:::mi::ro::!:.:mi,::::.:,:::: :::.q::RI:,.:.:m?,..:*.n.:::i.:NR:::si::.::..!::.: :::R:m:::::::::::::::.: :::.::•:::::::::T:rmi.:,:iii:5:::.:i:::::•:m:::.mm...m::,:rm..::i:mi:rImm:,?:::!:,...mmmlim•:.71....!::::mimimmingrg:::.:mmi.::::!1:::.!..:g51 .•im::::::mmi ITEM TEST i,..::.,:;:i.:.ia:1::.:::::::::.,::::.;::.::i: :;:.:::;::;•:,::::....i:!:::::.:::•..:•::„.!:::.i:E::::,:i.:::.;: :::•;....]:]::4::::::::.E..:::::I.::.:.:.::.;::.::;:ii:::a::.;::::::.::-:: :::::]::g.:ii:!:;:::mi:::.i:::::::::.:::::::::::::.mimi ::i..:;:,:iii::..:.::.::::::::::.::]:::k..::::.::::::-,::::.m.i.,:]:;:t.,.::::::::::iiiii:in:::w.::.:::::::::::i.i:i:::::i,:iiii:oii:iimiliiipowi:i::::.:::.:;.•i;:iii::::.:::ffl:::::::6::::::::::i::: ::iii::;:::::•:.:ii::::%ii:::.::::.::::::!:::Aigivizolk,colvb::,::.:::,,: ' ''''.'"'''''''''"'":":"'"*.:.:.•.".":..8:.: .'::'%."'"':'":'"'::'''"':':'''':':i:',:':"'.''':::"*.''::''''''''•':''::':"•:::::':''':.':':::.:'".'''':'":':".':':'' 1''''':::'"'''''':'"'''''''.:'''''::::,':'"'"'v:,„:::L48::::"::":."•..::':::::::,:::i:n'":'"IitFmIELD.51'!:DEN=VrItriCE:.xN:--::T:':*:i1,:::m3:'.':i'i'i*i.'i''•I. A.i:MB*CLIR•VE:*i**•'i*:*!,&:::*f*:i,•,i.:*.•:!ii:*.i*ik ....::iiifrCT ELEVATION LOCATION 1c0RVEW4BS. GU.FTNi61gi : tsRrvriOPTIMUMA664 ,Wi!..i'ii;;!.:..i:::i:.::!:::.:1::., I..:;...::::::,;:;..; ;1;:::.?:i:gi :,:;.i:..:.ii.:.!:'.!.•:i...‘:...::::',..::i.:.:.,:::.i.i.::.:.':1E::: .:.:::.1.'i:.:::-.:i.....:.:::.:.:.:::.:.:'.:: i...:...-...]. ::.,..!..A,:.;::::-:.E.;1i!:.;i:i:::':!::::::i.i.::: :;i::n]..::;:!.; :;::;i•;i:..;:::::: :::V:::'.i::.i!i. '.1!cttlx!,i:ii :]‘iii'.;:!:.:i.:WET'.;]i'..i 'ig;:;.PRYa.:::Fil;V:itt:,,,,i*::::v0;:*.tae ZiM:149417..B1M,;:::::.FiA :r:i*i ii,...:::p#4: t:.:...:;:::':..,:i': '.1:L'i:::'.:.':.i:::'..::::::::1:.::':..... ...,:.:.;:a.:.:::.'::::..' ::::1:.aaila].:?...:2;i4i!:;:,::i:..:::::.',.t:::;.i':::2EiMalaa::...iMia;iNaMi::::::iliai::•:.::::ii.::MV:i:M::::::2-:::U:;i i.;;:::::.aa]Mjii;:pa:ail.:mii.:::::=0.1;aaaij.::::.=i;i:Ra.g:i:>'iNi:.=:::=:=AMiaiMaaa4;;ii:i.::..ai$...,..,:ii?::.,.:Jaigioi,:iP,A.,aii...iiig:::::ii: ......,....,,,..........M.,,,,,...... . K. • . t.SOUTH AREA OF DETENTION POND 1 r: g 1 1 i.... i g 7.1191.51 0.1 ii 116 .ii - 1'of F G 1 50'from north, 150'from west 1 P-1 * 139.7 125.6 ,; 11.2 i 137.2 900% ..< ' 4 ?‹ ;.• 02 ii 117 „ ,: 100'from north, 160'from west 1 " 137.7 .7 1 10.4 II I 03 118 • ' 124 •• " 1 90.9 " 1. ,, ....4 i 150' 139.7 124.0 12.6 from north, 180'from west ::1 " il ... 1 " .:i " 90.4 ti i 4 % 04 ii 119 ii II 80'from north, 220'from west il " 1: 136.8 123.5 1 10.8 "1 " I 90.0 1 " k: •:i 1 ,, . ,.: ..: :•• .$ 05 :*:. 120 :.: 1160'from north, 250'from west 1 " 137.3 128.0 1 7.3 " ,, 93.3 ; .. 4f• •,: • i: , , § '1 ,, $ % 11 ll 06 ii 121 i': 60'from north, 250'from west i " 1 135.6 124.5 1 8.9 1 " 1. 90.7 :••••• . 5 ,:. • 5 • 1... .1 .• ,.. $ I' „ 5- 07 t*: 122 1 ,, 100'from north, 350'from west 1 " 136.5 126.0 i 8.3 ii " :$ 9/.9 1 " li 08 ii 123 1 II i g 140' from north, 400'from west ••••. " ii: 133.5 124.5 7.2 i " " 90.7 , { ..5 09 124 1 II 20' from north, 400' from west ' " 1,37.2 126.6 8.4 1 " " 92.3 1 :: :...! .. .,... .. .• I :s $ : .• . : ..„ .•.. •.. ..3.•• ' . . • : . . . .•.: ••• .• . . .. , ... . ••• . ::.• • •. . •• . . . CONFORMS , REMARKS: • . 117111 VKi ... • &)14k5-1. rviINAMF: • (' •%)) REVIEWED BY:- D-T0682.019 It• 06-30-97 T. 06-30-97 1•4.44.1 REPOK JUL 0 8 1997 ip • CONSTRUCTION TESTING LABORATORIES, INC. ISSUED — 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 Telephone (206) 588-0805 Facsimile(206) 588-0928 ;•,,,:r<:r.:y_<;+;:.:a:oxvxas.+cr-x�<a>vsr+rrvx.=..:a::.»»;a•.:ua:«.ynr<i s>ruxmv.:.,c:.7=c<mc:uea.+,w:;...;oxaa>wcev-xr.-N<r:.,:o;.<n>wrrc<.r...,..sr,..xrw.,n:<n+!aaxi>::»a:n-»n!�>... :........ ...................................... .................::.....................::..:........ +V<r<nearme!mnw.>xr:,>;na>r<r<:.;<rr.r.::.v:., l•:> ��`� �'��'� .':.���`�;..:���'�..�..;����``�".?���:'�:.�.�'.`�:.��:.��.:i3'.::•��.���"��'��-�:::jy�`���.:•;����.":'.�`::??.j:��::::'+.�':::"<i:'��''��::iSi::i��i.:.::yy��::' �:..I.; :.;::.:.:.;:7::.7:.;:.7:.;:•:.:spac TI N.:; O ...... :.......::_:: :::_::>::::. Client: M.A. Segale, Inc. Date of Inspection: July 1st, 1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Aenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 20 Project No.: T-0682 x:jii)`t:<"; v:.yy w::N'y:ov.,v,.p•:?.v::v<::n•:.s:.}W.;,:;:{:.}•:: . .;.:on,...c>}.:c:i3:?k}:,.<.x.2}.ar^:t;:?friy..;,�.xrt aa?;3;��z:�%:.:��:v::.,:�a"'it"ri v:2.c+-•.r.. 7.<•.:oc,v:r ar-r o-a-•}.uf%"•., :vyty::c:M; ::9r:.. c:•7'fo i-:U I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. I performed 8 each in-place density tests on fill at the Northeast area of power pole and at the bottom grade of pond at Northeast from power pole as per attached copy of in-place density test report. Weather: Cloudy Inspector: S. Hong/sg Reviewed By: s ` l'r, FIEZO.FTW-FILE rams: T-0682.020 R-7-03-97 T-7-07-97 .k�l.....`_. •.. . 1-3,.,, , 1 . ,... -_, JUL 0 8 _ CONSTRUCTION TESTING LABORATORIES, INC. ISSUED Tel. No. (206) 588-0805/Fax No. (206) 588-0928 •••::',.:',.•::'n::"::::'":''''.:':'?"r7:7:•"n:':',"''''7:*:7:: 7i'nr:::::',•:",'`.77:'::':':•:".77,m7:'?"n'7,7?:77777•117:7,717?;?:':'.:.:!:.:7:7::7::i':';':7:!:!:':':•'!!:::::77!!!::;!:77i!:',7?:7':.7,7::7:7;ZrZ:r;!7.;77:71;:777:7777,MT:Mr:r7r:;IMEMTZMN.,r::; IN-PLACE.,: :DENSITY:iTE, Si*,...TREPORT::::Mmg::: ;: :::'ii:::m:]: ::::!.:m:f::i:::::mi::.:•iui: ::::.: :..i.ximii.ig.i.::q:w;',.imigg:::]m::;ia:..i;g::.::m.::::; .!;iiim,::::: ::i! ;.:.no.m.:.i.0::i:: .gim.immium;.!.i::-!.!;.::::::!;:::'.:..': .":i:::.!.:M;:.?,::;.:::!.'.;:..:::g.;!!::i..;::Mi:4..'i':ii'.';::::aii.:::0]ii.:ii':.:i:',.:i:!i:i;:i:V:i:E1::::: :]i]]:i:i:]::::iiii.:ii:i!:!:.'.i:ii.:.::g:!:.::.4]i]:i:•:::iiia:.:i:ii:4::i.iiHii::VM:4-1.:.:gii.::.:Mnipq.::pi]iii.i.piM!M.:::': '4::::.:ii:::;:iiiii:::.M.i CLIENT: M.A. Segale, Inc. DATE: July 1st:1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 20 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A S P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: A S TM D-2922 MAXIMUM DENSITY TEST METHOD: ASTMD-1557 ..o:m.nnimimq.i?,•''..i'•oRw.:.mm'x.w.•.mr..i.mmomm:m:mm.mogF:;.!:3.1!::F.R'J!im..mm.:!:':.mim, i:mmi.E:mmn:ni.im:m.!i:!!•:!iw :'i..:i:::.,:m."..:;?myqmr.'pimmmi.!i.:[::•::m!!:pmr:.?.m.,.!im!':::!.::•mr::nmi.!1.ir:ppim”:i••,•.,.•::::,.ii:i 1.10;:i$:i:i111iiiiii•OliiSi'i•!i1::•1:1N:•!•;N:Riiaiigii:i:11i1i:i'liii1i:•'1.':•:0:i11:i•ii':ii:!1::'1•:i.1R11::Igg1iiiiiigiiiiiiiii1:iiiPASigiiigil!.iiiikii.aiS;M::!;;E!:1iiliiE111ii•!•!•i.N1iiiiiii:iiI:i.:•,'&'Igpiil6i*v1PAgMni;i1A11111•44.ii.biiiiii41II:illi•PgRii.liiiiiiV;9911?..ki•Rdi iii4:1:1H!ii.ffrgf?•::i!::•::!! •'!.;!,!:!!!!1!.:: i!!!'i i!:1•!!!i':!i'l:!:M:iii!.:.'.. !.i::::r.i?'::*111i!:j!iiB ii!!:i!Flii•!1 ii:Iiiiii'lli::1ki•:•il•!:',i!'i!!1!Igl!i!!!!!!!i.:'!!.!!.:.:;:!::;.111qg.1.i1:1: 4P.:::i.I!Eli #.5.i##ggi.f10.0 ii•!:,!8'llif.1111.I4Iiligt04iii44:1.4.141:'Oeiii.:•:!iiii 1104.0t1i i..:44d1i.,.:!.:1:!:!iii 6,,.1;!::.•;:]:.ELEVATION. . .E.::*:•::::1 :: :::'::: ::.• •:::•:::!.:;i:4•:.Pc..AIII:)A1,..:;:::!;!'::':-.i:•:::,!•;i:::.:::!i.;,:i];:;i:•;::;.:::i.101:;:p:.#3y..0::i.U....4% 'i::iiidii.•A•9y..;.:F•niiii4.6.:iii41:1:ilipl.3ri.yyj•:ii9fTlyVIripill:0,).iitiiiii.ii*il;..11.1i,:::igi:i:!:::1, r.:::•:•'•4::::t:;::i:.•:.i:;i:i.k.: ;; ;•:i.:ii: i;•:i:;::::1::::::i:]i:;•Ibi.;iiii!:::::::•.*:•:: :: :,..::::.ii:;::::;'•:!::....7•::::,:••;::•i:.i:::]:.:i:.:1U:iti:iiiiii::iik:f.,III:iii;:::iiii'i;•;::iiii:; :iiiii;;•;:::::;.• :;.,:,;!:1:!',:ii:;•1::!i.iiiii.::!:i:Q.•.ii..i110;1•ii.:ii. :•:ii•i::::::: :i;Wg.1;• :;:•;i•-••:::!1.:0.13r1:14iii•iij4el!i:Iiiti'i:1!;#tceOiiiliiYYA:Tgl3..;iN.ii;igi.fil6i.:111,g14.#44ii.gi;;:i i9SIi.210%.:!..agtlEIilltiaita.:E.ItaniI?:tgONE.YEEM:::]Ea2ELI::::i...i,g2aliati2:22.22::akka.gii.iitiLEZZ:Lii:ili:ZiMiiiilLiMiallaL=M:ztiW..a.i'aiM: i .... i 1 1 .....,....v.v....................My....An... •NE AREA OF POWER POLES e.:'! • i 1 • ' 1 ii. y 't 1 0/ ' 125 1 - 6'F G 200'East from road,200'north from pole !. P-1 li 137.7 125.9 1 9.4 137.2 7.1 91.8 1 90.0% ! i 1 1 III 02 126 - 5'F G 1300'East from road,300'north from pole !! " 136.1 123.8 1 9.9 1 " 1 90.2 1 :: " 1 1 03 1 127 1 - 8'F G 130' West from road, 100'NE from pole i•:! " 1 138. 1 124.5 1 10.9 I " 90.8 $.. .: /I II /I 1 90 4 1 " 04 s 128 - 111F G '160' West from pond, 50'NE from pole ::i i 137.4 124.0 1 11.2 i :3 .i • * 1 ....1 : >. re 05 129 I. - 9'F G 160'East from road, 120'north from pole :1 ,' 136.1 125.6 8.4 f " 1 91.5 r.k. ..... i... ? i ii. 1 ...1.- 1.. NE POND FROM POWER POLE ', • i - • • • l• • i, .:1••• I •1 06 1 130 1 BG 1NWcomerof pond li: p-1 1 144.3 132.9 1 8.6 I 137.2 7.1 96.9 I 90.0% 1 k •:.:: z. •.4, 4 Ax :: 07 1 131 1 " I Center of pond " 1 139.8 128.5 1! 8.8 ! " " 1 93.6 1 1 II 1 08 1 132 II SE corner of road il " PI 96.8 iii 143.9 132.8 1 8.4 " i 1 . 1 •.. 141• , b0NrORIVI„:. , . REMARKS: - ELEV.CODE: B G = Bottom Grade, F G = Finish Grade o LI'lltji....$4, Lvviry.i../.717.701 11 NA MAW: D-T0682.020 - 07-03-97 I. 07-03-97 REVIEWED BY: . REPORT • JUL 1 4 1997 ATA CONSTRUCTION TESTING LABORATORIES, INC. ISSUED Ql 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 Facsimile (206) 588-0928 EDI CTI :REP R ...... ......nandommogPri Client: M.A. Segale, Inc. Date of Inspection: July 7th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Avenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 21 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for • today's scheduled in-place density testing on the compacted borrow fill placed throughout the project. As requested, 11 each in-place density tests were peformed at random locations. All density tests performed exceeded 90.0% of the maximum density tests requirement, as per attached copy of in place density tests report. �9® • -ter - Weather: CLOUDY Inspector: D.SMI TH/fmd FIELD.ETN-FILE xv�:F-T0682.021 R-07 08-97 T-07 09-97 Reviewed By: • J U L 1 4 199'. ' CONSTRUCTION TESTING LABORATORIES, INC. ISSUED N X..l.tX..Wv.n:N:ty.:.. AWA.W.V.f.w.W:.f..ASW.. .W..v.W..%W.n.y.W.:f:.:•.w..V.W.':o...w.. .N'l:+.Wtv::Wv.:•.v:v:.'v!,.W.:.W.y.........•.....n+...f n...A..rn..v....+.......:..vvn:n. .W.XvrWnKV.YMW:A W,WnvnW.v: ,W W.V. WYAWAW,W.W.W.W,rnNtVXvAWAW IN JAWAWAW6WYNNW.W 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9849$ T Yt:•X!.NKvw•XKKN3tNVt•X'X•X:'SNKV:•:tV:iN:v:KV:v:XKK.,v,XKV%hY.V.K!NLK•Th'•TNV}Y.SYM'vf••.K•.Kv:WF.VhKVt'M•:Y%tK•}. !. .r ....r r.... r .......•.nv ....v. ......... e- ..•?X4.n5{Y.XVI.Y..n..}.XXft.W.l.S.........nl.l..v........... .....r .......... � .�.r.v..vv .... .... .. .. .. .. 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XW.X Th1 h.....X•:N f...V...tv ., ........,•. .rv. ....... ........ ............... .. .............:•.:1:�:::....:.................:..::::::::::.:::::::::.:::v:::.•:•.v:::::;•:......,........:...:.:: ::.:... :::::•::::::::. . • .:� . X fX.h f. ........}...v.n...ly:;:.}. .... ..........x.•Nl::v.v}}.v..::.v::.•.vl.•h•Y:�'Y}.•.:•!:x..xx:::/.'.XW:WNY:v}Twh'•}XWW}.V%•}NY}#:•nWwK'}}YitVYw:V}ik1•:•%W0.4+wh•:V>Y%i%•hMWYYN.^4V']):�}•'::�1vtii?11'%'X�ii+:4:h+%�%W»Y:4w'%ViJi4''lt' V:Ow: CLIENT: M.A. Segale, Inc. DATE: July 7th,1997 PAGE: 1 . OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 21 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: D.SMITH/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 .'.i:.:;- Y<. t.i :m'. 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Test #5 1 " : 139.7 132.1 5.8 96.3 II 06 . 138 Test #6 140.4�, 130.8 7.3 " i ,• 96.3 II07 139 3 Test #7 140.5 129.4 • 8.6 95.3 " 08 140 " Test #8 „ " 1 139. 1 128.6 .8.2 1 " " 94.3 " 09 141 + Test #9 142.0 131.1 t 8.3 . 95.6 II f 10 142 _ Test #10 141.8 131.9 8.3 " 96.1 • " 11 143 " ' Test #11 • " t � p 140.1 129.61..,.. 8.3 i " Tn•hK 1NKWY.•.WThKW.'GtKKNctiW.S.•nK•:KV:VhK•.•YW�K•wfY.h•�iYY.Oq>Yf::tK•:CCK•:tiWTlw:W}(KY.•.'NKW::•XYW+%VYI.•hWYXXV:W};y;K'A•'Y.':VXK:K•}:^:v.J?:Svf:W.tW}}}f::5•:tiWT>}.'.?....V..v:}Y:SKKr,V•. .•'•'•.'+ . •'+•...v....•... . • v. . 94.5 .ln...:nt.N..W..5,W.5.:f.:....nv...:fht Y.XKv.•.WX3 XCWK• :XV}X•:K•XK•:VCwXXKv:K•IfKtiKti.•w:PW:K4YKKi•5V.'VY.1K5•:W'.5W:9%KWYw:ViihW:•YYXON:9CRQVWN(• :W4KV.W.KK•X•y.V:V:W:S • REMARKS: *Approximate depth below subgrade CONFORMS '`Fk� b nr:.�s,r,:rr„ rR.,, - ;NAME: D-To6e2.021 It R. 07-08-97 7'- 07-08-97 REVIEWED BY: C_e_a At- C.2_e-- -- , De oetv‘ef..\- --j-01.08# 0 r\ 7 —7 —q 7 REPORT JUL 1 If 1997 . . ka 3kz-0 6-r ISSUED -- — , )/0 B Prv4.. 1 1., — sN8icA,25. &AS;4'4 ".V Lc4c;')ccr % --t C) T,....; . . Z 0 ix) 0 ., C.(., Ro..8- . , . . . . . .,,,%_ ( ; • , .,.•.- ....., «rvR I - • JUL 1 6 1997 A TA CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 Facsimile 206 588-0928 ;FEL IN ; I .............:..:.. . .... Client: M.A. Segale, Inc. Date of Inspection: July 10th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Aenue & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 22 Project No.: T-0682 i:;fi.M•;x•. .'••e-v 7 MIMMI M^:•l�t�:r'i�9.!3v=e�e`v`M",,,,=====seo'"x.=F.;F='O,e«m°M.•t w" .[£ r :na.=k--a rx.": u- .. .r.. .viC.i<?v.*,�"^:.s.••:`.;£;lf:;v': '-r; I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. Upon my arrival, 7 each in-place density tests were performed on retention "A" area. All density tests performed met jobsite specifications, as per • - attached copy of in-place density tests report. Geo Engineers JUL 1 8 1997 :;�g Weather: PARTLY CLOUDY Inspector: R.ROWDEN/fmd Fri. -ITIE twin F-T-0682.022 R-07--11-97 T-0714-97 Reviewed By: i REPORT CONSTRUCTION TESTING LABORATORIES INC. JUL s 19.97 .:.........M�.n...��.....�..:.,.wr....:..:.,:A..:...:..:.:.:.n...�.,�...:.�vn.:.�.::..K..:..�k.,:.,�.:..vr~�..::�..�..�.::..:..:v:.v.:....v.....::....::.r...........: :..........v.:.:.:.:r.:..:v..::..,.:.::,.v.r�...,. 10111 South Tacoma Wa� acoma, WA 98499 Tel. 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E.1E�11SlT.Y.. .iE EPO T :::::::::::::::::::::.:::::::::::::::.:.....::....................::::::::;::::::::...::..................... ..::;iiii... Y nYYiYY\V?).iiii WJCVt.\YY.W,'VNNY'V.Y T>iVJ V f+.'i wT�•M•�\\V.iV:V4b>}11in AiYi\51NiAV1��'•'V�••\'�i:Vh:Vjv>:•:ti:i\`Y]:\��•\:C\'iiii^:•V4ir}\ti}J:•:tii�:•i:i�:ia�i?:.•'ti::•�:::C•'"�:U}':�.�wj:.....;':ti::4i\:?i�:tii�j:<::��:!''��:Jy�.y�:;�i::.�•':.':}�::��:a'� 1 w\.N,.. w. rhV : : .x. .n. .:.. : n..J....Y}.n.,Y..Yn...:.1 YY.+T'iiM:h N:i`:Vie%:\•V.�••�u':?\\*;::ji;i::::i��•''•':•v:o .\w}.T'V.A \.Yr....vWr.n�•:G:�'i\V/r'A'J%V.hMr.'i':.\\�H}.`j}n'iiii`.`ti\\V>:tiiV��+irhW:Y.�iktiw.\'Vti\V�ii'^: CLIENT: M.A. Segale, Inc. DATE: July 10th,1997 PAGE: 1 OF . 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 22 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: R.ROWDEN/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 .. :.:':.;.• ::v:i.::'.x:;:...:..:: ...,r,.,...:..:.:r»::i:.»::•:.r>i.,i:.,.i}.i:.:;}., .,,:i i>i�•iaiti:ai:a:>;vii ::}. : : •ci. .X.': w> ►.A: :..'::.•: b ,>: YR +:ti :::.:::: ,Y:M:PS.. .::: :C.;Ex.:..::..:..:i.Y :.:•iri.:`551.:.F::..::.M.:i.. .;v(..:.•r i..ii.:.i.. 4:P-::::ti1iiii>s.i::.::..:i::::�•i`'<.:..:::. . .1:. i}": ::y>:: ..p.}::.''.:::.:, �.:4',. :::} ` >:::»:.: ;; <::;.�:::iiii:i: '': :iiiiiiii:i:;:iiii:::::::;:�:::::::::::::::i::;%: ;:::;::M:;::;::` :: : ::> ii;i:':: : ::::t:: >;::: ':;: ':: : :::; :: ' ii::ii <::' N • ii> :»;' >; :< » :< <::::;::>:» »;>»:::;<:>: :»; :»<> ::» ::<» :: » »:«;<:>» >:< >; : :< ;.<;�:: »< «:» >>< : ': : »iii> FiLDDENSITY i0:::<7*11:.::> >?ltA. ;eLlRZ : :.:i;::. :::i*.§ <::<::<>::><:::<> <::>_ :::>: , I �.ii:;:y��r.:i:o :y ;isf}:.:::.:: ..•..;:...:: ;.:a>.::v xTgii.>ii.i..>:..•r x:` : i ' :: : :r : V..:.:.:::::.:.,..::...::ib::i..:..;:.:... �.?: :..:.: :..:.:..: .:: «:s. tit :: RM (Y .}.ii.ii ::;::.:...:._...:.::..:...;;;.: : . `: a.:,,.Z;.; :i.i.Y . } ;iiii:^: }Ag}.: i:., :::sa ;...:v::. ::; j ELE.VATLQN:•..ii: v...:::...:..::•i. y.i4i•.:nL �u4 Nii .:.< :n:.ii:!..:. gn .: ;. .GU RV ....Lv .: .; :I .�.U.:. 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Y.Wli PTMM:Mi. pi ^ i iC ^ 4::: i: ; : :� :.> ,<:»>:>:«: i;:::< : «< :: : i::i :: ;::: : :..:<.;.a;:. ;a;} } ia } < : :. ::.ii ; <lii:iii ::ii:.< ii::.:.s i : ;:.::.: i : :i .. 1i: ET ARR. �Rg:« :.i::m:< JCiFii :;: VATER : ::PACT Aq'V[N..ti<:i�:4i:,::Y:,1.VVV10 <:g R : :V' A:tiw9% O>T % K .tiY4J4vV>) gYK4S :jXK•iJGM: .•a:h :W: v % uWxY:YWn/ VMRYWUMv X % VY % :i::i:: vio% a: i ' :• X RETENTION POND "A" 1 w 01 144 - 3' 9'North, 24'East of CB#2A 1 P-4 . 118.4 ; 106.9 10.7 115.8 i 15.7 92.3 90.0% 02 145 36' West, ofCB#2A B#2A 118.3 108.4 9.1 u i II 93.6 II03 146 11 35' West, 35' South of CB#2A 116.9 ` 1061 10.2 ! 91.6 ` " 04 147 II 65' South of CB#2A 117.9 ; 107.7 9.4 93.0 " 05 148 15' West, 100' South of CB#2A 118.8 107.3 10.7 t 92.7 " 06 149 " 150' South of CB#2A 1 " 119.3 ' 108.4 10.0 " I " 93.6 " 07 150 II 160' South, 20'East of CB#2A 1 " . 119.5 107.8 • 11.2 93.1 " i I:••0 NF R•M•S. vn.u�w ttarcaxxw.vxvw ...rn xvvn,'n..•rranwn.•wx.wxoc•. .a•>rrvrr..:•»r•.v.w wrrnrocrnrrrnawrrwsu...xraw:;vrw.rn•:.rs...}xr}a:.:.:vr.•rrrnrrmv:•nr:r.•::.vx.:rx.<x••r..•r:. •rrr>rxnu.•cw•r.•:vr:.w.bw}}wxwsr nvx. ..aoxw»'a:•xa•'irr' Ra:ozcy arrriaxo}xow 1:vrxrrott:•Aavw'vp. 'aNvrm.. ,..xacvr»:asrvw:v REMARKS: • • nE•.vsm.z•nrz•e.» (, NA►�: D-T0682.022 R- 07-11-97 7'- 07-14-97 ` REVIEWED BY: ., • REPORT 7 ':CONSTRUCTION TESTING LABORATORIES, INC. JUL ISS1UEn1997 A ' ac; 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 ,rt Telephone (206) 588-0805 ............ Facsimile 206 588-0928 linEWIINSPECTION 1 Client: .M.A. Segale, Inc. Date of inspection: July 15th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Avenue & Edmonds Avenue Job No.: N/A --•—�. -.__ •--^^- --��_.— Contract No. N/A Contractor: Client Report No.: 23 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. As requested, 6 each in-place density tests were performed at area between power pole and MH#15, as per attached copy of in-place density tests report. • Geo Engineers JUL 2 1 i Weather: CLOUDY inspector: S.HONG/fmd .- ..... ..n- Frew.nr+-Ezra mum:T-0682./I23 R J17-16-97 T 07-16-97 Reviewed By: REPORT J U L 1 7 19',,-, CONSTRUCTION TESTING LABORATORIES, INC. isaM n..:..::v+n,wnw..:xxvw.wrnw:.:xvnn..x.:.vxxnxwn.`.w•fx.xvx:.v.•.:x:•.xxx•.Y.x.•.•.xxvvxnw•.wxY.wxvxnw::.w:r::::x..::•:..::w:r.:•.•:.v:rr:.•:.Y.w:.Y:::•:.:.:..:r:..w..xnfn:.:.Kfn x:n..:....:nxv.xvvnv. :..Y.vxw.Yn•.w.v.xx•r::.vnxzv.xxY,x•.wn:x.: ..v • •.•••• •. vxv.v.v Yxxxxw• fxfwxvnwfxxvw.•.v..•. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Yn�.�.......:.. ,K�K�. .,��%}.x,,.�,M�,x.�...:..�,,.a„- �,,,-.,„nx-.:...%�,.%.:KYr`�.�,n,�,w�.,KxK,-w::x.>:..K:Y.<:.,.}}}}.Y::.}.Y..}..f..................,... ............,_.. .....,.r............ Tel. 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T.E S:T..RE P!'O . ............ ........ .:. ........... ......... ......:.......................:...:. .... .................. . ... ....................:...:. .....:........:....:....................:... ............ ..: .rVW\.%n\\ VM\„\W.\. nV,V.„VA•)t,VP%U\V,AW%V,WJWVw.v,..MxW}%, }V •n'. , ..... :....:•:�:':•:.:::::::.....::.:...........:.. .. ...::::................................. x. w: .%.V%vnT%`J,•}:K:v}}.ti.%•:�%:.Y}}\•:}}:K....v.:.. .n.•....:.}}).::YY:v}:T:} :......T..xV}....}...:.....J....w}.•...v WV\h}.xw.%F:.,nx.%xH 1nnMvw.nn:V%YMv4T\V•}%,R::•N.'•>.1'1'�V<Vi\r.ViiV�VX�VT.'V:VJT).l'V•)i�\V�'Vi'V.V�V?f.1'\YiiVS}A'Nli1J.V.V»VYrT• ..,.'r.... ::...:.:... CLIENT: M.A. Segale, Inc. DATE: July 15th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 23 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: AS'TM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 .T. •S :R,X,',`.7:,+IKnr,`.:g:"F..:ry:i:;S;'•vih:.`.'•:`!.K v:Kh}ti::;v2!Y:v;;.:vi!.Y.?2a,•:Yi.%•'9.9:oF`/.S.Rfi'T.?i sv}r�7:.i . `^.' . :•: .:• : ':...:. :....•.... .............:...:......::.......},., •.......:':.�t•:•.•..�r..•..•.'Z`:.''..�.•..,ti..n.f..M..!•.Y.....w:.:.:.........:.......:.•..:...•..:...... ...4.... ..�..r..::.. �.... ..X F.�F:L: A'vR'.. •%• .f.....•:::{ : ;;...:...x.:........:...w.:.;n..:. f ...: ....!.n:...Y�.:.:.... ..�.�i,•bri�,af:.R:��.�•Sl9•.f., :�.. .•.•Y?�.'l'...i. :d''ii' :ii:::::::i::i::i<: . �::::>i::i:::<?%::i:ii::: :::;:;::f: :::: :tL}:;?:::::::::?::2:?::::::::::ti:::: ::}':`r>:::v :$`::;}::;: ;:;.:::::::: i:::::::>::::::c::^:%%: �i::::::::: :'::::::::YS:%: :;::; :; ::;istij:•'::::::'::::::;:::iv:j :::.:�!::::; :::!::.:}::;}•.:3 3:::i::::3;#:: ::::: ;::;{:;{::;::?iiii:::::i:;;:;:; :;i::::5::::`;' i::�'+.v:: ::2:.`:'/::::�::>:c';:::::::::::::::Y:::i::2?'S: :S:::::::5:�::`:i:::>:;:;:; v::,,'.,,•.•„.»....... ...I .. D Il I. .::::.:: . :.:r:::::::.:.:...........:............ ........................................ ...... ................:.. . .. S .TY......... . ..... ..........LAB.:: :. L!E................ ... .... ............ ... rgm ..... .... ...........:.:::...::.............. .................................. ........ ............:..........:.:.:..:................................ .GURVE::::r: .LBS.:::::.:::.CU.Fr....-.. .:::.: ..: : . .. ..:.. ..... ... ............... N . ........ .......... .....:... ...::..............................................................................:.....:..:.::.:.:............................ ................ ...... ................................ .. ... ... ........4RY..WT.!.t�P..7'IMUIkf':: .:.. .......e ................. iig: .... ...................................................... .... ................................................................................ .... ........... ...............DRY.:::...::.:.: :::.:� . .. ..,l..0:. :.:�.:,.:.. .. ..: :: :.::.: ::::.::. :::.::i • • k\wnV n:Tr. xY.•Y...n�}��'V'V:Y...%.wV%rh\Vx}}Y.v.•%C•..T':r f.}YYr%Yr%J/xVTC '. xvwv}%v:w%r%en•�.u »adrooii}<c'vwrvii+»iotio»»iia$ '?'/S<•'�::,?:::'r:t:: NE AREA OF POWER POLE i % 01 151 - 1' Subgrade 70'East from MH#15 P-1 140.3 129.1 8.7 137.2' ' 7.1 94.1 90.0% 02 152 II 50' South from MH#15 142,3 130.7 8.9 • " " 95.3 , 03 153 II 150' SE from MH#15 1 P-4 126.9 113.3 11.2 115.8 15.7 97.8 04 154 " 250'SE from MH#15 128.6 116.1 " 10.8 IP " ` 100+ II POND "C" 05 155 - 1'Subgrade 50'NE from corner P-4 1 127.4 114.2 : 11.6 115.8 15.7 98.6 90.0% 1. 06 156 " 120' West from corner P-1 1 141.8 130.8 • 8.4 7.1 95.3 " RMS ..,.:..v}:.A:f vTAV.>'%•%%n, ..xYTT:K'%•.tiV}..ww}T::•.• • .... •. ..•...• .•'r:r....r.•. • ..... .....•,..v......•.... Y J%,.L4r:YNJ\Y...},n:.Y...Wf.vh:.Yi.Y.},,KTp.%v.....x.V•Y,%x.:Y.:w.:..:Yx:.,.....n....:•...:r.•.:::•Y:x:4:::::Kv:Kv:h•:::K:K•:%K:K•.4%%K!V.V}%}••T::•YfY}%:'•,Y:KK•YY.::}:Y•%%Mh%,\IXV:w:::K..4titiKK.H%%%V}TV':•Yf4;•:tiffv:efY:•%'r.KK4:K•F,.A%•%SY4}Y:V.p;4%•%wY.V:•%fV}%:•};1/RW.w%YNY.K•liU, K6%41..:Vn'Kwh}}.ti•:Yv REMARKS: De.: ITI.,rn-F•R.,/ s<, H,,,W: n-70662.023 1?- 07-16-97 T- 07-16-97 REVIEWED BY: .E.` JUL 2 4 1997 II .'1 CONSTRUCTION TESTING LABORATORIES, INC. -• ISSUED 6sr pA 10111 South Tacoma Way; Suite D-7,Tacoma,WA 98499 Telephone (206) 588-0805 Facsimile 2068588-9928 i!lrFt DI ...... C I REPO..::: :........................:.. . .:::::::::.... ..........Page. Client: M.A. Segale, Inc. Date of Inspection: July 17th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Avenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 24 Project No.: T-0682 ' • !.•.... VC. .M.. cC^C•:rcmw1sm"a:r", ..�..:im a K=: 1 arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. As requested, 7 each in-place density tests were performed on fill at the NW area of 3 cell ponds (west), as per attached copy of in-place density tests report. Weather: FAIR ..<. .,,.�.. ,.� Inspector:.4., „>.u...�.�. D.SMI TH/fmd LOILkA141— FIELD.rzr+-Fug :F-T0682.024 R-07 I8-97 T-07 21-97 Reviewed By: • JUL 2 2 1997 CONS.:-:SUCTION TESTING LABOR- TORIES, INC. ISSUED .,::yv.,:,x:vnxxxx:xv%xw.,:,:xxx:x:w.,w.xxxxxv xw.:vwxxn,x:xxv w.xv::.v.,,..x,•.•.::,•nxxv..vrxxxx:w:.:xxx::,vu:::.v.•.:vr::.w::::::.v.v::::x...n.....•.....,.:.:..........:..:.............,.%:..........:Av. :., xvx:vr.:vvu::rnw::%•:%:vwxv v.vnvw.xxxwuxxx,xxv:.vrnvrxvx.•.w.:w.vu v::xxxx.w,v.w.v. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 .WTn•NVP\•:ti,\V}%V.O'r:,VW:�i.4A.ViKVt,1n'KW]C.'ttV5(•:\VMC%•}TA.\SM1V(tiVY'^TY\�V%SCr%Yr%P:VXiVtxYr]0(V' \nC(W,\\V:\n\l,�N\\T�WJ.�SWO.c\nWSvw(S:cx\<nitv%{WM1{:Mi,RttS,F\\Y.nf:\n,:hln\,xr:RWnaV.:xSx\nitnChK,9}:C%nC%',CC.:SV.vn?.V%:nrMn••}:rx}:V:•.V.•Tr:ti,.}}:,.%sv%L::,:..ti:•:%:ttvTax.V.V.,::,.:V:.V}%•:Ypr.},•:::w?%•%::wsS::4\!:V%•:):Y".. ::.....'.�.� .�:.,�• ::�•.•;.•:;::;::.„5:::'�;:::�.� ...:.::ir��:.»+::`•.:.�.����:>'.'.:�:::'�:.�..�''.���:' .:.:: .... ..:. .: :: .; :,:;.Y:2:::<:::::::::: {:7<:?+t%:!:: :i:::`i:::>::::: <:;::2::<:':c :�. is �.��:::y':%::2':��%:�:i'::':::i:%:5 :':'::::?i:`Y��� ': : �;:'�::::::::::'::::ik:;'::::::::::::•.:::::::::::>::: :'::'::::+:?�::::::;:; : ::': : : : .;: : :.. • .P .:•: ::. . .:: .:. .:. . ::::.. : .:.•.:T •::.. :::.::;:im::::::::::..::::. •:::.•::i.:.•::::::::•::.::••:.:::;..::.:::::.:•::.:•.:. ::•:.:.::.:::•:::•:.:::::.:::. ::•::• :.::::i. :•:::::::.::•:•:•:. �1N... ...LA. , EN1.T.Y T..EST.R` '.P...OR. ... .......... ..... . .. :...:::::::::::>:::::::::::::::::::::::::::>:::: :: :::............ ................... .�:�. "' \V,\,V.\\W\YVOW�\Y�1`i:ti.:iY<•i::i.: }i:;�,is�i. �:. `�:�::�'.��v:i�::\i\ti\'.Vii:}V:��ii:V:ti'�i:V:t\tip.\iv:•\1C%ACC^:vn':'" .\.... .'�::T'�iS)i�:•':}vj.VY.�i:titii�:ti•S}:V.��JT\1tiirT\V:ViS}1:•»i\1>}::i�ViiN!i:�':ti�:ti:�iTT.\`T:Y\}}.',\:'V^w\•N., n.N'%�h\1 k`n \M W. <nV. Y%n\T`M•PVJVri'CCv\\li.Vi�N\\ %`%••n\\V,\\l n:,W. v , CLIENT: M.A. Segale, Inc. . DATE: July 17th, 1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 24 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 . \.v .. ,. ,..,.� ...,.. ., . . ,... .. .� . : bca <4;.!+{:r%` :;;3:'.;..$;.,.,.;F,:r.•4�w'.$':•+.`•':F::z:r••.•..•?`x�.'•,•;q,°;':%•',�>'•�;.`h:: 7?•�Si£a:v �2`":>' �WD .�.Sa ,'2�F:Y*\�,.$3. iski :>::eigif::>::•::!Mi::»:.::::•::><»:<::<:; »::>::;::>:::<>::>::::>::>::>::::::>::>:E:»:::.§.§::»:•>::»:::<:>::::.:::N:::>»»ai ::>:< .;;. .:•:•;'::::>;:::::>>::>:::> . . ...... .. ISI IT1�... ........... ,,,,:•. •:::::.::: i8..:. LIR...1..!L::::::. :.. ..... . ........ .. tifaiiii::::: ::. :...:,:1:: .............:....... C .. . .. ON...... ...::.::::..:.:::. :.: : .�::.CURVE......... .85........,...Cidiff r... ... DR d.iii::.:.::'APi7M..•..:....:0:•::.:. : :...:...... , 1 NW AREA OF 3 CELL WET PONDS I 01 157 - 2'Subgrade 60'North from pond 1 P-2 1 128.4 119.3 7.6 125.0. I 11.2 95.4 90.0% 02 158 150'NE from pond 127.E 125.0 7.8 94.6 03 159 - 1'Subgrade 120' South from MH#19 P-3 F 112.5 108.3 3.9 110.9 I 97.7 17.0�mmII 04 160 50' South from MH#19 113.3 ; 105.1 7.8 " 94.8 " 105 161 g, 80' SE from MH#19 £ " 108.3 i 103.5 4.6 I ri 93.3 • 06 162 Subgrade 100'East from MH#19 i " 110.9 105.8 4.8 IIf It 95.4 II II 1 07 163 .70 SW from MH#18 Y 112.3 1 107.0 5.0 1 96.5 1 • l i i 1 o 44 l'. ohlf I.RM ; xxw•%V:n ,�Nt?}%•%V:V'NN.S<Y:Wrx'r%\S>:VYl:4 W%•N.VNA:V:F•:nry:YFixTf.•}; AKnr^...,,'fiYA}%RVAVV.':h..•lx}:Yri•%':Rv}:,,,,,:,,,.•MAS.,,, ..v:v.^},.....W WY.VYW%•isr.:<•x.,•!.•:4Ir:%!O:}»C•J14Mx%•%•%KV .•.%fV:V%tt{OFiXOt':P%'Y. iWW.W.M45CxTJ0R'isOY%+A1NP:VLSW.'}+Yx40Y000GOYNN%W ..•.NnK REMARKS: F nF..\ !TP.FTn'FR.11 1 ,'NAb¢:: D-T0682.024 R- 07-18-97 T- 07-18-97 ' REVIEWED BY: /alb Y HtrUH I - JUL 2 8 1997 11 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED = _ - .^c 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 .•� Telephone(206) 588-0805 Facsimile 206 588-0928 ::::: ............C # P :..........................::...................................:.......:::::Pa :.: 9 of ; / Client: M.A. Segale, Inc. Date of Inspection: July 21st,1997 Project: Cedar Crest Development Permit No.: N/A P.O. No.: N/A Address:3rd Avenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 25 Project No.: T-0682 }C :"`4'xf x rkge f• �' `•' -0' ... r C'Ny`7...,. .!µ+:. a 7M fi vNxZ:n 7:' 4:.et2w.e..v%.. •�d'•,,n�"V `.'n�.r ��.'�'' ff!•.wxnu eG7���:���9 .°��•o`:'<�.�u+$"�+�.f����' �.13 �GJ:37s2`m`a-n,�a Y^`'o`L•. en�i,�c....`^�.�':...'•°�-'fi.°C�'ue'�t'�•��`•,i^.:xu�i2i.:: 1 arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 8 each in-place density tests were performed on fill, between MH#13 and 14, as per attached copy of in-place density tests report. Gap Engineers . JUL 3 0 1997 . __wry L 1__ •.^b • . J' Y C Weather: CLOUDY Inspector: S.HONG/fmd . -Fizz :F-TO682.025 R-07--22-97 T-07-23-97 Reviewed By: 1 JUL 2 8 1997' CON - RUCTION TESTING LABOKATORIES, INC. ISSUED NYN.v . ..n:n......,,...,..Y.Y..nw:.Y:..✓...n.v.:n.,...•• .n..fr...f•..NN.Y..•r...,..n.:r...•,..n..•..,.,,,..........................a.............:..,..............:........:...,.�.v.,.,..•.ff:.Yr.YJ:w:n,e•.Y:•A•.,wf.N•.,•.Y.YNn,,,wf.,•nY.w:. n.,..,,N,..,,.:...N.: ..NY.,N„N•:n• nY.Y:nY.Y.N•.,,•:.W.W.,•:.,N•f:.,,,,.:.,•.,,Y:.W.V4 Y.v. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9849. ,:N,,,>!,,,:.v ..N,,:N,.:wxxKKKw.w,wn-.%,K•..r.rt.:Kw:urNYUKrt%.ax.:..�,n:-,,..,,:,.Kwx•.•.}}:<,•. ,.%.%•.,K.,f}...rt,,..Yf .xKs, Tel. No. (206) 588-0805/Fax No. (206) 588-092, :..........:'...:.:o:�.:':;�:i::::::�:::::..:.:::::::::::::::::::.�::::... .............::5•.'crY:K;................. w:x•.K•:KK•.}::::::KY:v•,:,.,•r.K.:xc:<::.f}K<✓✓............✓✓.... ..:?-vr.v:.:.: .:m::,;..,•}}:,•n n•Y}xx.%..,,.$x:,, •::,,,,,::uKK•:N•:xrr.:••' .... ... .. .. :..,v.•:.......................................:::::::.::: ...............:''''':.�' .:...........:...:....: :....."-vs- ....s '.•• .............................R:LKS:::*:.M.N.NYn,,:: :: ,✓ iiiii::Y.Kv.K•,:iiii NK•.KK,K•:A✓ f.:�.::.. ... ..:.; .. .. .. ..: .. .. ... ... .......�...................... ..............:..::::::::. :. :...........................:.. w:K•.KaexVK.:N•x•}:,•fY:.}:.: ;i':i . w' . ':;:; •;. ..:::' : is <' .; .: .:.': 2:::i<:Y:.'i:::'"::: : :: ::::::::::::':::::>#::;,`::::: :::,:;:::<::<t:::::::'i`%":' <::::`';i:;:;:::::::: ;:;Sr::::::::ti:%::2;:::::::: : :::>::::>5::::`'%5: ::':: :;::;:;:: 'm::i j:: :;nv.:.wfxy�v�q.x,:::::':::::is : :S::s;:':'i':::::: :V::..'''::';...::::i;:i:i{:i:i:::i :4:: i}Kii !iiii::: iii:;::ii:,ii:C;:i! .:;•iiji.:-ii:i ii' •:'vi:i i:v:':iii:i::::i:! K:}:}iii:i::ii::{i:ii�:ii�i:: ':::'iiis ii:: i :•i'::i?`::iiiiiiiyii:v:vi :is isv:i:!isi::vv:ii:i:iii:ti?i::::ii'i:::i:titi titi�ii':tiij::':Cri:ii:{:i::ji:t C:>i;: ;:;:;i:ti iiii:Li::iiiiiii i::iii:::'::i:ti•'isi:v:::i:iii:�'::,,c i:�:?+ isis .IYY:O. \•VAMV :V:>:,,}.V.'HYYRNY:XVY.Y.VYJYi»d'+V)G<•NVVK4}T•IYMO\wih �., ............................. .. ......................:.::::.......... ............ . . xN :.::.fhw:Yxnwn\N.Yk•.,,v.•::.K,•:C}}}x:}Y:::vfY}::}::�%Yf}Y1. ......YY:K•:tiK•Y:v:Y.x.Y..n......N:.,,.1K•:,ti:\L•.,.L\VYhK,4•h,014.i,•Y:nr::h\5,•.•}1•n•..}%•.V:V:isti:KKWTN:•}Y}YY.1\ti%•}}%KWYVX4%4%vJ}.'V:i`:v:•xti}: :V"iTTTi:N'O}n'tiV%:;'ViV:JV:9.ti} CLIENT: M.A. Segale, Inc. n DATE: July 21st,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 25 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No,: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 .'FF:T F::';�:. 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IE :.:.:. :. . .: : ..i::::i:<:::i:::<.::::«>::<::;:<::iii: :::::<i::i:«:i:::::;:i:a:ii ii: ... . . ....................:...:::............ ........................................ LD.DE'I.VSI.T.Y...::. ::...,...:...::........::..,:. ..... . .................... .............................. ................... .LAB...... ..................... .... ................................... ..:. ............................. ............................... % ^.f?pM}N'li:kq'til::.:>:i).gbY::ti:i:�:.� '. '. .i::::': ::: '. ...:::::: "lila ::.::� :. . . . ::.::.: :::: ... . ::::. . :.:..........:... ..:::: . :::..: .: .:Aw li;:...::: ::r:::.::iU......:. .... ... LEVATfON:i:.:;:.:.:;:.;.;i;:.;s;:':;::<::i:.;:.;:.i:.;'�:0.. ,........ ... ... ......... .. ...... .. ;;:::.::' . ....... . . . ............ ...... : .::.: .:::............... ...........................::..�:::::....:.: .�CATIQ.N`.:::.:.:: ;:.;::.:...:::.i ::.::.:::.;�iC.uRV,E. .... L .. �.........N.4...... ...........:....................................................................:...... :................ ............................. ::.:.:. ....:..... .... ................................ ... ....... .R.Y..W7.:...f�1.�Z7ME1N1...... . :......ff............. iiii x• :.K•;K•}ii i;.i':,:::i,::.:...:✓::i:.i:;:x::'i:•:.::ii:>:.:.:Y:::. .:....................:: rt%.;.}}:K•}:•i.KY:✓,::::S::ti�:5::;:::.r..T.. ... .............�.Y.............. .. :.:i:i};{::}.i L•.;;,K•i:::::::::::::.:v:.::...v: ' MH #13 � � .nx,.�.%.<xa�}.XKKKK•�+.KK.}%tiY.KK•�::4Y}x.;y};+:;y%'Wi}Yn'Kti4V?};;:y'::µ.;yp:KgyK✓i.N\Kw,•%•n X9f0..�RY:M,KS�Oi{AV:VN:4h \KKK S. * qq 101 164 Subgrade 80'North P-4 k 123.8 110,5 12.0 t 115.8 15.7 95.4 ; 90.0% 02 # 165 - 1' 60'NW " " 118 5 .................. ............._.................................................................... ........,..............................,............................................:.......................................................................,................ ..........................k.............................. 104.4 14.5 ., 90.1 • „ - i 1 03 ( 166 1 40 NE " 124.0• 105.0 1 18.1 90.7 "_.✓..... 1 MH#14 z • 04 1 167 - 1' 80' South I P-4 126.8 108.8 I 16.5 1 115.8 15.7 1 94.0 190.0% a t 05 168 50 South ,. . 128.3 109.5 17.3 94.6II # 1 06 169 - 1' 250'East 1 P-4 116.8 140.5 11.8 i 115.8 15.7 . 90.2 90.0% MH #14 g 09 170 - 1 300' SE P-4 124.0 106.0 17.0 • 115.8 15.7 91.5 90.0% 4 •:::1.0'..,i�,KKKa171 ✓:.YaY 1 350 East k 125.3 107.1 17.0 ,� 92.5 • • x.:,,:.:.Y::::.Y:•.•n.>:::..:::::::..:...........:.................:....,...f...Y..,.............Y..}:.YxY..,NY...n ppg#$ ••.••••::••.•✓•.••.••..••••••••'`•••-••'•.•• .•••••••••.•.•,•••., .• .�..„. �. •'K•fr:•xo}x«•x-••,•K,vKYYx:KKKKKK•:v:}n.orf}caaxya:: c•.Kw:.x•%Y:nixK•:}rcxaKwxwKK•zvolxn'w}x•irr, REMARKS: • CONFORM! d nE.v1.1T1:I'Tn'ER.11 �''•''VAME: D•T0682.025 R P. 07.22.97 T T. 07.23.97 fi•``+r ff,, REVIEWED BY: REPORT - . JUL 3 0 1997 1..BA CONSTRUCTION TESTING LABORATORIES, INC. ISSUED = ...wa -tA 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 Facsimile(206) 588-0928 ;wnaa.,x.::«rHayv,oara• .r•••uw,:aao;a•,vun�w�.v%...w.ronaaamnenea�ocuaro�xaaaowe• >:�:.:.:::.::.::::�::::::cs:-::?•;:•::�::-::n:-::-:::�::?:>::�:=•::�:::::::: ;ti 'c;: :jjj= ;::::::�::�::::'::::::�:::�::::�•::• :�%:�5:::>.�ii:'�:�:i:y�::::?i::i:;:: : 1 Client: M.A. Segale, Inc. Date of Inspection: July 23rd,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue & Edmonds Avenue ,rob No.: N/A _...... Contract No. N/A ro?. a�„Cc'c,�?w,>,t.>,%ayti�xw'r.•'-•a b•;,s t:::�:`2? xA xo�a rasa ig a g.,c.:z em .'Contractor: Clent xx� r4 3 v rr #. d�: # ramReport No.: 26ProjecNwo.x:frs Qcww,3T-06lo"82r v:ts ., I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested,. 9 each in-place density tests were performed on fill at the area between MH # 13 and 14, and north and east area of NE 3 cell ponds, as per attached copy of in-place density tests report. �.��; K . , :"n�sue $neers At=;; U 1 1QQ7 ... r . �• 'ittYNO.fYFi: ..`G'•Y..- .. %iIw�i:NFr+%+Y :......-»cv+v Weather: FAIR Inspector: 0 ill J)ik' S.HONG/fmd RELD.FTw- FILE NAME: F-T0682.026 R-.Q]-ZS-9] T-0]-2$_9] Reviewed By: RPOH CONS'I R UCTION TESTING LAB ORTORTES INC A u 2 s 199� . 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YYV.\VJ.Y\\Y`YYVTrhx,YYYWN,Vx\gHOV.V,WY\H`n'TY,k"\Y , .......:.:... .........:...:...... ......:: . : :.::. ::v::........... :: :::::::•:.�:::::..:..... .................... ..t.W.\r\xYJ•YYYr},N\Y\\Y`YV,YiVT\titi`'V\ti}:S.Y\\V}.•:`Yr:}:ti"'\w:r}r..Y" r ..•,,. r... .........:r. ..,r.,. ... .. ... :.v...:.v....,.;....;:............................::::::::.::::::•:v.....................::::::::::.�::w.:..::::::.:::.::::::::.�::::w::•::.:::: •.. .Y Vr..`.`n..nx`..n,.,Ywn.,VXx\..t\YYY":,\.x'}.vrxnYw:}.R`YW.Y`V}\Y`h1+xwTK<,KpWr.Y:\`r}x`V.\•xY+xV:,NvxV}TYY'WYitfY.VJXAK.x•W1,'T'W.W,V,rxy}TYYy:`Y••xV;<Vi.V..4:`v....r;:riAgr�,:y\i yV:iti.\i CLIENT: M.A. Segale, Inc. DATE: July 23rd,1997 PAGE: 1 OF 2 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 26 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT: N/A P.O.No.: N/A ..rr.v.w.m...,_._:..........._..................................._....._....,._.._...,............._....._......r......................,........................,...........................................:................... ....v_._....rw._..,_.,.M_...w..__....�.�.....___........_......,.....,..,...,..�..�,,,rr..__ _.�_....-...__.._..,.,w...,.:._..__._..__... CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: A S T M D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 :,`. ^ .. ::>... . ..;:....;..:. 'Q43 €S1Sk ice Y�«•K;w�::,;.Yxv.,,:.:,v:,, cs Ktvc. x..:::.: :::: ::....�::.. ....... •..:.::. • ...;... .. :.:v..•r.. ..•�:< 5 Y r..wY"..:+r: g:q.},�}}. .:4eRv,:,p.. .•q.,o,Rv>.,�: ::::::::: <:;::.•:;:;:•:::::.;:,;::::::::::;:: :;:;::��:: :ii::::E:: EE:?::?::i::?: ":;:::;:: E ::;:;:;::: ::;:: ;: �:::: i::::::: ;:[::::�:<: :;: E '�3' ''% 32 '' i;' i ?i�F; f: 'isisi : G�` 3it �: : ;;;E ;Ei` 2:: �El #'i >5:` ? 5:::::;;:;:f�:•::::;::::£::.:;::;:::;::;.•.;:.�:::..:::::<;::..::;:;::.::•::;�.::::::...::::::•::::::::> ... . . .......................:.: :........ .....................................:..::::.:...............................................:. ... ......... ..... ... .........::.:............................. .. ..........CAB.�'�Iz�'..E............................... ...... ............... ...TEST. .......................... .... ............... �1D...........N•�1�..................................:..:..................................................: ..:.......... ........................... ...:: .::.:....Cllt�.t!E........LI3S::,:::.:..:.C� :.:.,.:::.:::. ...........: ::: .......... ................. ..:.::. . ..........................................:.:........:.. .................................. ......:.: .....:... ... ............. ... ... .ICY'........... . ... ....#...f....�.1�'........... . ..... ................... ww .wrrw}xcooveaow.wwww .•m:v w,»<.r, .:......,... ... ...::.:..............:. .:.............................................,: :::::: : :. ... ... ....,�wwxaaxvaarrnwr:oxv:.a}.r�w.:s,....w..r.xx.,'::.r::x«v}x<w:r:«<:v:<sv�.v}r}n:w.u,<vrnx•r.:.nY.x«•t•rr.+.wxa«.:x�xYw:oxa}w.wr}xx••• •w.<rvxxaa'vrxua•..i.YtiiR%:ii%i+':w"iw%i wiai�:o4ioii6rbwi;riosieJrirooi::`:•�::•>:<•':�'�::�.r•:"'Aoo'rovipceCy'oaoiari. . BETWEENMH#13 & #14 # • 01 172 Subgrade 20'NW from MH#13 1 P-4 122.0 108.8 12.1 115.8 15.7 94.0 90.0% i. 02 173 II 80'North from MH#13 s " ° 129. 1 , 116.3 11.0 . 100+ " 03 174 150'East from MH #13 a " 120.8 110.0 9.8 j " 95.0 " 04 175 " 50' South from MH#14 i " 1 126.6 107.2 , 18.1 " ` 92.6 " 05 176 n200' SE from MH#14 " 1 112.5 105.7 • 6.4 • " II 91.3 " NE AREA OF THE NE POND 1 (3 CELL POND) z ; 06 177 Subgrade 20'East from pond � .P-4 1 122.2 106.4 14.8 115.8 15.7 91.9 90.0% 07 178 II 100'East from pond " 1 133.4 118.6 12.5 " " 100+ . .. .. OS 179 50'North from pond 1 124.5 107.2 •• 16.1 92.6 II 09 180 150'North from pond ......... 109.6 15.5 .............._...................,.,�............... _...,...............,;............ 126.6as 94.7 x1 ...xw:a:wxKvxxava},w:,.r.rn nr,vrvw rrnx:•xw,•,vnr.w.:vrvx.:vmvwrnuvrr::rrnvxrvv.•.w.w:wrrrr::ns:v..>:rr::r:`•:r.v:.}rv...`...:......rr.....n r............:..v.r.r.n r.r...xx...xr.•:vrrv:r.•a:.r::v:.vwr:•.w:x•r::vr :mxvw rr�xrorxvrG1}rNY.,J:N.Y4x•.:}rY:•TAAV:Vr.•r}:Vy:C•.Yr:VA:S•xxY<,.•Y' REMARKS:• DENBITY.FTW/FRM ``f''''Y!•IAME. D-T'0682.026 R- 07-25-97 T- 07.25-97 : REVIEWED BY: ell,,j 1'4wni1 • REPORT 3 0 1337 A JUL '' CONSTRUCTION TESTING LABORATORIES, INC. ISSIJFD 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 v-:w Telephone (206) 588-0805 Facsimile (206) 588-0928 ORMERMINSEMOR .......... .... ....:::::::- INSPECTION;» �.: .:-: ::.: -.;: . �::::: «:::>:<::::<::>::::>:::<::><:>:::::<::::�-;:::::<;:<_:<.:<::-=::;:<:::::>:::<:»::::<>:>.:..:...::�« 1 Hof ' 1 Client: M.A. Segale, Inc. Date of Inspection: July 25th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 27 Project No.: T-0682 i':',�:x'm2-SKOMtat itV, "".:..ZIMSSW • xz !V.:MZ(Cs:KMtM 7•:;.":£W. cNr..:- I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 8 each in-place density tests were performed on fill at the south area of power poles, as per attached copy of in-place density tests report. • Weather: FAIR Inspector: S.HONG/fmd Reviewed By: Jay FIELD-FTW- FILE NAME: F-T0682.027 R-07-28-97 .. T T.07-29-97 ---_------:- -lAar_ .. .. ritJURT • CONJ. 1RUCTION TESTING LABOArziTORIES INC 10.111 South Tacoma Way, Suite D- , acoma, WA 9849; Tel. No. (206) 588-0805/Fax No. (206) 588-092 1N PLA:C.:EDENSITY TESTREPOR717;::::.'.'MZ::::.!1;i::::M:: ::';]:;W:ni;;; ;igRSii!iinii.:::::Mg:i:D::..g:11iMil.i .:Mis.g.i::.!.mm.goi::.mimm.igRion.:1::Mimig:.:.::i.:ini$.:::IiIi.ffiiii$i!:.:g.iNing-fi ('.,:','',...,::::A:-...:.:.:1.Q.,::.4.j::.:;.i:;:i.iii.. ,:i,i.,i.:4;.i]i';:i4:::::,:•...:,&aat:vf,,:t:;:.i;:... ..ii.:,REPORT CLIENT: M.A. Segale, Inc. DATE: July 25th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-6682 REPORT NO.: 27 i PERMIT NO.: N/A ' JOB NO.: N/A ADDRESS:• 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A _.,.....,......_,........................._............ CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST.mETHoD:ASTM D-1557 ...,.;.....:.;:.;-:::;.:.:":.;:...::..;:m:....,...:....,,•.„.:...:..-r.::.i..:,.,-......... ..:.:.. : . :;:.:.:......;-..:;:...::.:,.. ;,:„„;....,::;:..ms;s•mre..gmp.vmwmFmm;g;;;m;i:.i;;;,.;:;;;;;;;RR;r;R!;;;m!;mmm.rmgFF!;;:.%.!?..mgmmrm.mr.mmmmmgmm::;:!:rmm:Fgmm.mymmp;;i:me;mmr .••..;.':1.,..i:-:..i.:.i;,•go::I:''•;il!:iP1igi1.:••.aim:iiit4;.,.':ii.:i :iiiMi.::p1:i;::.'i;•;":F;iii;1i;:IP::M:1;ia;:.imi8l.Nl.;::.;1:.;.";a:n;1.:R:E::.i;*ii::.':,.:..S;i;::1ii;!;s:Mi:::;.:i,!:::.::::::::?::]:i:.4;r:iam.&::i,ii2l,ii;':.:,ti,Eii:;E:,ii:,i2;;,ii,ii:M;:ia,ii;:i;mi;niimi::Mk:i*ilii:::ii;i.iaio1i*ii:n.i:ii::iii,;ii;i,;i:ig;i*i;iiii;gi.:;ii.ii::s!iiigiia:i:;:M:..M,iNi.iMi:;:iaii;:;m:ii;i.Iliii4i;i]i:.P;lliIil::;];g:;!;;;::i:;m;i:Ii:i:N::0,':i:W;i;i;.:li;:.i:.!:.8::.S:$:;imII;Mii:!!:;i.:i,:'iE:i.:;ii;;i:;ii;ii!giimiNg,.:,i.$i;!i.!;!i.•4::'!i.::ig!:,iN]i.i:::;;::;i;i:::0;;;i;:],;::i,m.:::P;i:,::1:F',,!:::Pi:Mi.,:i.i:mi:Ri.0iiii.wii:0iii;;'P.:i];,.1:.a,i;.;iN:;i;i:;::ii:Mi$.;;:MHiimiiii.;la:R;imiiiia.i.miiigigii.;;.kiN,.;;;;'A.;!.i:;..I;g*i;Eai,M:i.iimg:::i;;i;;i.,;!•ii:tniia,:m::;in;.;!i.:::.';:;.:i:;!g:::i:gi,;i1in.;;g:;!:im::k.:m0•:;N;::;g;m1;..:;;;i0i.iR;:.;g:::;:i;.;:;.:;:i.:.::i;:;;N.;;i.im.'f::.:i•::;:;:i:.:':;:;i.N.:;.E.-l:i:;M'::;;i;;::;i;:i:mg;'::.g;:n::,ig:;;:;:;;l.::;::;,;;a:;;;.:g:;;.:;,.:F;;:.l;':.:v:4.E..:ii;'v,i';•';.;.;.;:K.;:;Aai.;i!a;:",0iE"iifm:':;;;•M;•:i;•::::;.!';i:::;im.;:i''.:;]i;::.d]Ni;;A:k:;;;.!m,:;;i];;.o;FIELD:DENSITYn.i,.:E]i:i;::::i..;1ii,:-mI,;x:;•Oi;:;i;.i:;setyl§i; mtVmt NW, "- tLVA 6N LOCATION M tgAtitiirgigfiVWtVttti*t$..:tiii!i iiii*.ig;•i•;:;iiiii P .NmRN : riPRr kgtermwMAnwIwi ii .. . 19.7019,40NON SOUTH AREA OF POWER POLES 1 i • 01 181 - 14' SG 120' NE of MH #10 1 P-2 125.4 117.3 1 6.9 125.0 11.2 93.8 :.. 90.0% ) 02 182 II 70' North of MH #10 I " 1. 133.0 124.0 7.3 1, , . " :. 99.2 , 1. . , 03 183 - 16' SG 60' South of MI-I #10 i " 125.3 117.7 6.5 . " " ; 94.2 1 , it II 04 184 ii 150' SW of MH #10 I " 133.5 122.9 8.6 ; " 98.3 • 05 185 - 14'SG 60' SW of MH #12 " 1 125.5 114.8 9.3 '. " " 91.3 . ., • 06 186 it 440' NW of MH #12 l " * 127.4 118.8 7.2 ,I II 95.0 • '': , k.• 07 187 II 1 50' SE of MH #11 1 P-4 i 126.4 109.4 I 15.5 115.8 15.7 :. 94.5 " i : : • " 08 188 it •1150' South of MH #11 l " i 128.2 111.5 15.0 • " " : 96.4 1 $ 1 1 i 1 1 k••• 1 NF06114S , REMARKS: ELEV.CODE: SG = Subgrade • )1,1t mit) () DENSITY.FTWIFRM ( ME: D-T0682.027 R• 07.28.97 T- 07.29-97 REVIEWED BY: 444...?. • REPORT • AUG 0 4 1997 All -CONSTRUCTION TESTING LABORATORIES, INC. ISSUED -- 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone (206) 588-0805 Facsimile(206) 588-0928 ME•ii'ry v::4:Jr ?Y.v.J?iiii:?:;:j_r:3i:;!:no Client: M.A. Segale, Inc. Date of Inspection: July 29th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue & Edmonds Avenue Job No.: N/A MV Contract No. N/A Contractor: Client Report No.: 28 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for today's.scheduled soils in-place density testing. As requested, 9 each in-place density tests were performed on fill at the south slope and road around MH #11, as per attached copy of in-place density tests report. 444CI LSO td�� Weather: CLOUDY Inspector: S.HONG/fmd Reviewed By: FIELD.FTW- ALE NAME: F-T0682.028 R R.07-30-97 T-07-31-97 �;f AUG 0 4 1997 COP RUCTION TESTING LABORATORIES, INC. 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'vw�swdrviw.aro>:vrr.4»ra. CLIENT: M.A. Segale, Inc. DATE: July 29th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 28 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 •Y8i: "N:�v'VN.r%'r ROAJ vq w,CO YJ? .............. ......................... .:f....b�.}i�r,'.....{...1.}:iR'£o::::•r;•:>;..4:.....:..:.::..5....::.•.:..:.:.:.....:/.!�,9�:.NX .....f:.i..r.....>5N .�'A.. .. ..... ......... .................:::::::::::.:...........................................:.......:.............5....................tl........:.i..:. ,.•:n.............r..r... .. .., S. :"P.9.' arR't2L.�C....:X.•:» .,.,�.. ............ ............................... .................................. ........................................ ................................... .. ....................%....r�Y.,�:��4�ni:3^..i:'�:. > ::r:Y•X::h:K.^•.5%'.iFF:L:X;�. 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ELEV• 242') 05 193 -1' FG 50' NE of MH#10 . P-1 135.7 124.3 9.2 137.2 7.1 90.6 90.0% 1 06 194 100' NE of MH#10 " '� ? ", € 136.9 . 126.2 8.5 92.0 " 07 195 150' SE of MH#11138.7 128.9 7,6 1 94.0 " t 08 196 30' East of MH#11 " ; 137.8 125,6 I. 9.7 . " : 91.5 " J ;. 09 197 120' NE of M 11 A .........w......+.......... ...................,�....._................_._�......,r...��.....,........ ......_..��•_�.-.. H# 136.8 125 0 9.4 tel:,, 9 i MN\w•F\\,\ 4:.% :,..r: K:.YrJ% .»%:4.r:,< ...,..N F.Y.Y .%.F%FK•J%5K.4,,•:\.a::K•:K.:«•:r:rY:.r:c. r.....:.....,..... z.....•...•.•...:.....,f.,...................... ... .. 91.1 :,...............J......................fi.:..M1:.......,:Y..:....:.:u•F•f.Y.'%•n,•r.:::•.•.•Y.•n•%5:,:•TrF,vh nKY:WR..YK\+av'f.'•:vr:•:h4F.KK•.tin'•%r+:4%.•wJY:srwTk1•%KV}%W.KWI'Y:•w:wrrw•T1KVH»TY.Wv:•YJ:t•%L-wW%KS+Jtv:�Wxx•%cvwx:aw•K.r REMARKS: C ON G R T ELEV.CODE: FG = Finish Grade jj{,/ 1 DENSITY.FTW/FRM ( L`✓,vAME: D•T0882.028 R- 07-30-97 T- 07-30-97 ', REVIEWED BY: ,,,• •• , ` ' • REPORT ltG 0 5 1997 ...CONSTRUCTION TESTING LABORATORIES, INc. ,^A_(, ,r = _ 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 Facsimile 20.61.7.5.810928 EFIELIWINSPECTIONRREPORTemseggemosmoute Client: M.A. Segale, Inc. Date of Inspection: July 31st,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 29 Project No.: T-0682 n --0.. W-W :Mir*K•Wi -s..>'- " '`r, ,x � re�e: a. � 5� - a...:.MarMS s°tct3 * I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 8 each in-place density tests were performed on fill at the south slope and west side of pond (MH#10 thru 12), as per attached copy of in-place density tests report. • • ._. Weather: CLOUDY _ Invpector. S.H NG/fmd tU- /)%l FlELD.FTW- FILE NAME: F-T0682.029 R-08-01-97 ., T- 08-01-97 Reviewed By: k CON . RUCTION TESTING LABORATORIES, INC. AUG J997 :..t,,.n..N.VhN,t.h,M1N•hW.:'•,•.,Wh:,tv.....:NWfx..... .....Xr':•':::.Nv.tt,•.WrW,vx.Wf•N......Y..hvx:f.V.NV.vxf:.:,':.vxf::f::vr:.::•::::::,v ��...,..........�..................h..hh.�f...M.,h.hlhV..�..f•h.Lh h.vV Xfx:MNNN'f.VMY.':.N'If.'h'.V.V.VxxXA• •M•vh•.,N4Nv.V:M1Vh•�• .•.t� I�J ;N W,,N•ANV•N,VAttw,NVhN ....... .. h V 7�GYJi{IMLVT/ 10111 South Tacoma Way, Suite ma, WA 9849 tixxr '.N„ . Tel. No. (206) 588.0805/Fax No. (206) 588-092 :......:,,„,. .n ?.%'. ,... ,:. >,,,,<x„ .,,,.Nw.N.N M-r~ , .WMN,• .,,>.;,>w ,xMN x>%a9. .N,.......:.•.W.M,:..... x%,XX<• r ....:::::::i:�::::::............:::::.�:i:ii';::�:ii:�i::•?ii'::v:::v::v:••.�:!<��.i:<•:i;�:{.i::i.ii:�.:::.�:::::::::::::::::�::.:.�:::�:.:.�.:�.�:��::...:..':............................... <,:v.Vwrh\\V:tVx.♦t4Tn%,Stia% <::: .> 'M' :. :':.. 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Vr.V .hV}>:..:V.qr:.%VVVN%V.,) ,.,;v•:.r:rv..hr ......... •.i ii'�:�:'.:�:.....;..; ...::...:::........................................ . ............................... .... ................................... .. ..........\W1Yh,h.T.:..h........f::::::}:.V.:rti•:isv>:r::r.J::.V:)f.,v.,:V.:\V:N):rN.V}.t1Vh:V:,1V:•n•}»:V:.rh•%.. t ,,r ... ..:.....:............:�:::............::n•:�.::::::::.�:::.v:::::.::.�:i:i::i:i:Oii:L:•ii ii:•i:?:•i'S•:::::.:�:::•.:t?:� ).•kV.V},]'% \W.VX• ):W}VHNrNNW})RN,W:W^%11\\\\\l\\V %'Nk1\k\V%VV4Vl1'NMV*V:W%V,,N.V%W.WJ,V%N'•.♦'•NNV�\W:VL+N1'nW\\'V CLIENT: M.A•• Segale, Inc. DATE: July 31 st,1997 PAGE: 1 OF 1 ............... PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 29 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 ::.:i::.::.i........:....i.::.i.:::.i:..i.;:.:..::::.:.i.::.;:.•:i.i;.<::s.>.:.:i.:..;:..::..;:<::..:i'..:;.ii.i.:::.;.::::.•:.ii.::::;::::::.:;i;.:.:..;:i:.:..:.::.i;::.::�i::: ::: i.:i.;:<i:: ::i:: .:.>: i.iiiii:::;...�:::�::ii ..:< %ii::..;::'i.:::.::::::.:: ;:::::::::.:ii::::::;:.:i::.s:;i::..:.�:<:<...i•:i..:.:.:..i.:i:.:'..::....;:.:..:..:::..:ii:t:::.:;<::i:..s•:<•)::<:i•::,:.Y:,::•:::::.:::::::::::: :..�......:..:.::.:..MAXIMUM .:..i..::.DENSITY ESIT i::::;<:; •: H:.:.O..:.D.......• a $w' 4,T... V'iliwNt:"I.i..:II�i R:..:M1. i%i': . :::•:., .:.:.V: �::•v.m iii •ii im M% n4) .: Y : „ w <t ..: ; , h :hi : xS :?:::i5i:i::ii •i:>;i ::::::.�:::::%: :: :•::: : :.>.::<.::.•. : :::.;::. .. ...... ..................:. ..: :'. t. • � . . . . . . .r, : :: : ` .: ....... : :.mi:;::.. R.;.:1 �oi.:•:.:•i .:i:i:.i>i;:;•:;:; . .:Si; f y ;o.;.. : :. ....... . i.i ... r /;:: : : : : :'::'ii 'iin::; ::`:: i.t :. :.:..: : :i;: : : : : fi .i ` .; : i: :;: :.... :. . :. ....: : : :::,,,,E;,L . E.„,,,, ,I T ,: . . ......^..i:: i::ii :4iiii::i: i:% :: :: :: : .: :�: ; ii..i < ::i .':.;.. : i.: : : :ii .LA '.: . . ..DNS S ..6. .... . / MOToMb x ..h .: ..:} i : ...1 :.:'.:;:;.::.;.i::i ::.::<::::;.i::;.•i.ii::: : .i:.ii :i;.:.i:;:::>i::.i:... ; . :i..i i :ii:.>: .'....:.:: .:...<..... .: ..... ...... . . :. .:............ ..................... . ........... . . . .;..:.:::.. ........:.:i....i ..i: i.. .:.:........ . .............: ....... .... . . . ..... . .. .. : ..:.: .:�/ : i .:: i:::. .: : :::i :.:« :. ::.::i :. :.:i i. : : .:: ..: : :::..: : : : : : i: . EER o6 . . : . :. . : ) i : • : : . ... .. .. . . . . .... . . ....: .::: : .: :.:•t :: : .: ... P. .::... .. .. . .. + ....a.: .g.: : :::.. 4% <:4:Yiw:.i:w:•.�: •%P0uPN6tFXTx. .. . ... ..:.: ::: . . .... .. : .:.. .... ................: . . ... .'�.........v. •) x C;.;xh.:..r...r......f,,.:...r..,..}.,V:Nw.nN\x.xox .V:0.a :w}%N WN .oK YNrrX♦.<Nr%%o%tow>uw))):}%> 'sor.a xxrr)N.N:.r:f:•.:•.•:::.:t :.}h ..� SOUTH SLOPE 1 01 198 f - 25',F G • 50' from west, 20' from south P-4 i .127.6 113.8 • 12.1 115.8 15.7 1 98.3 90.0% . 02 199 100' from west, 6' from south " Y w..._....................,...................,............................... a 130.0 119.5 8.8 100+ 03 200 120' from east, 50' from south ' " ' .._,,...._:,..... _...,_..._..........w...... T 126.9 111.3 • 14.0 1 96.1 : " WEST SIDE OF POND (MH #10 - #12) ii.. 1 o I 04 201 - 2' F G 10' west of MH #10 s P-2 130.8 117.5 ` 11.3 125.0 11.2 94.0 90,0% 05 202 ,� „ 80' SWofMH #10 • 130,6 115.9 12.8 � • � 92.7 200' north of MH #10 132.E 118.5 11.9 94,g 07 204 10' east of MH #11 " ) 5. 128.4 119.1 7.8 95.3 " s 08 205 " 60' NW of MH #11 � " 132.8 121.9 8.6 97,5 :f 0: ON........... >x%%}:X:x•.SVlflx%A4.q•%,v.NN>%ti•:•.'%4W.tti�i.•I.ti•:v%Vnvf.V%rr)}fif. ",:•.:tiV:Y%::::R:4):..ti•:.lY.v:.'%if:•%•:o%r}:Y.•)fw')}:%:}%:%%.}.,..V.V::::.ttiti.:%:,.•i.vn::•.,t,,.:..:.•:::t.:.,.:::•%f:.ti..,Nv::)::':;...tivN:ry�:.V:vti•r:4:V:'::.v::,.r%:•:v:•.:•......w.:tiV:S.:ti.,:...> ••• f• ....•• .. ... L M1,W }l.V.W.N•%l.VfhN,.xNWhN fxMVXxfYf)%,7VI%W%NV,t\YK•,VyttµtV}.V% Yeti I 'VSPM'O%Vf••�� REMARKS: • ELEV.CODE: FG = Finish Grade OENSITY.FTW+FRM 's 'VANE: D-T0692.029 R- 08-01-97 T- 08-01.97 : .) t L),),.. REVIEWED BY: ..ek �d� REPORT • AUG t 3199 I' 1� CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 :43=9 Telephone(206) 588-0805 Facsimile(206) 588-0928 .:%::::;=}.':ii}i:'�iiiii:::i::<iiv:::�.'•::C..::i:-_i:rii::-�i�iii?.'�i} :i:�i:4:::xi-i:-is-i....}:Y.�:{.}:-:Yi. ..........:•:::::.�::nr:._:..::.v:.v-..::v'.::.v.::::.:P y}hiti:<ti :..:..::i:' 'jti:i:: ::.....:::.+..:}}.vn•.v v.-::•::*v:::}w:w::•.w.,.v:::::::::::::::n..v::.:{:..}.-.......::::::•-•:v::::::-: %' .-ii w:: -�:tit}:'::t'•: • ,•:v::::::::.::.. .,n } '.. {:.:.:.::}:}r{. tirii1\iii 2->i'iiy}:•}i'r'ii}:+:: ...... Client: Segale, Inc. Date M.A. of Inspection: ---•------.._.__..._---•-------------•----------- p August 5th,1997 Project: Cedar Crest Development Permit No.: N/A • P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 30 Project No.: T-0682 .i'S�"+r'�X."'?K=,"a�;�':?'-".v:., - •^'^' .. - w a�ce:<:�. :n�Z�.a:�:tc•Ya..... .:sw�a... ;.+.y.:'a'�,�•f"`.:� +.xrw• :�:sz I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 7 each in-place density tests were performed on fill at areas between south slope and MH #1, as per attached copy of in-place density tests report. 406 .:rr�i,.rri}nirinn:rvraou wmoaxw:�wvr,wlcw.o�..oswmw.ow twewva•Aiiwr.•:ucxvw.�}w�v.nrw+vxviiiwsrM.w...w.ue'.cw..ow.vrrv..os.w,w.s,... Weather: FAIR Inspector: S-I-1ONG/fmd --------------------------------------- FlEW.Ftw- ALE NAME: F-T0682.030 .R-o8 6-97 T- 08-07-97 Reviewed By: +;\ FHEF'O{- T CONS'TR UCTION TESTING LABORATORIES INC. AUGs 1997 •hn.Na:\w.\K'•N•M'•VMN\•XXMY•\KN•hKwMVMKK\VAVMV.\WMV.twAKt♦yAK:nnt:yftM1K♦LANKY.V.KLM1M1\vvX.Ktty.NKv.tvwv.wfnV.:.f.,•:.:nvf.vntµK'.nvw.r.•M1WM1K•.of.V.vhvhvnnvMVhtaw.Kv.Nw.t\v.•�tnVNXNMYIIW.\KttKtV,KKyYAVAKyty,W♦��.�• �,tyy _ 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9849 Tel. No. (206) 588-0805/Fax No. (206) 588-092 {•.r}tr?n.[KM'}%Ky;KwMgVAVNK. . tw%M'SKNw.'N..... .•hw'ctavv'tNwKVKCe•»f.'\tV♦V)oaa'V};.•n .................::::::.�:.::� .......................... \[NY.W:V;:v..V.W.LK"V.VYnV.tiM1N.:.•M •:YY:..ati:..:......v............ ., ,. .r •:.::v:::::•.::::....... .............. :yx};::...;Yh?y+f.w.p,..}\M1}wvNtl•.YM•>X.a\Y:Y•h:\v::of.'•.�::::: �:::•,�..;:.. :.::•::isLw:.:i;:•:}':�!{•i:•:i�?isZvi:i:::h::i•ii::�....:.........:n.:•:;•::::.�:::..............:: ........... ..........:.::...:......:::...: ............... NN'v:V.'V]MVM.. ... .: .. .:... ;....................:. ::.; .... .......::..:: ::.::�:.. .......:.........::::.�::::v::�.:.;.............:..::::.::::.�::.. :�}7F•..VY)4\?!::Av,X.W.•:KKK•>.vi..v.\KV.KV:VVWRNV'. ::::i': .. �.:v:: '::vi: :�:• ::.. .. .. .. .. .......:.... . ............ :�::::::................... ... 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'•:.;•::J}:'::;i: ::ii:::::•:•.:.�;............................:.:;;............................:..v:•:;;:................ VN♦aVN.NHWrVN•\tlXV♦ViK\V.Vh\\N V ......;...�..,.:::.:v:::::::::::.�::::::::::.:....:...::.::::.�::::::::.�:•:.::::::::..::.:::•:::::•::::::.:::::•:::::.......:.::::::::�:::.�:::::•::::::::::.. ...................... ........Vl1 N�h\\'K.}a YN,\1YVh\N•.tt}\YN♦\\\\Wh 'n:♦. ::::................................::.:::::..........................:.::::.�:...........................•v:::::.:...........................::::•:: :..................:•:.�::•::•::::......... N.\1W.\♦:V\...hf.:\•JJ\\vJ.,'•::h'.Jti•:.Jf:•:V>:...,Y:>N>JJY 4: r rr ,�r..,.., .,...... :...............;................:.:::.:v:•::.v:.:::::::::::::v......:::::::.:�:::::::.�::::::::::::.::....:...v.�::::::::::::::.::. .....:.::::::::. : .vJ.h4\.V h.t.a.:•:h\W..KKVM'•J.W'VJ.V,.r7:\,}h\\hVV1Wh,%WiCOh\VNh}YiKVVV>:V:NLI\VAV♦`KVJTViVMV>••••••••.•••••••;•••••••'•::•.•�•N:::::::::n:.:::::::::.:::tiv.�i'r:.;ii:v::•\•♦:Y.'y CLIENT: M.A. Segale, Inc. DATE: August 5th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 30 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: rvS.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 i: :i::ii:} :'<i:.:�iL<:::.•:>::i;•:.>:�:;:ti::.!.:;i::..i:.: .:;i::.:::>'<..i:::::i5.:i.:::•ii:::.:.: i:L::ii::2::i:: .i.i:�.i:::;:i�::i^::i:::::i::vi::i.:i:::: : ::.iry :I:iis:i;::::i:.:•::. �.. i:. �:::.•:::i .,:, : : : < .i:i i.•:ti.i.:rs. :/ � :::::::::i:::: : }i :i }:;..:.?ii.i...•;:::.iv: }•:.i;Ji:ii:;.:>:?•::•:;�i �vI • �:o: . .... : .. . • : v •:: .:: : ..!.•ii:.,!g ::.;;: ' l ii{ ;:;:: � .:ii : :i•i: u.saii: i:: i:1::s .:::: : •.!i iig'..:.i.i::v.::: v•: : .i K M:i : :[: g.,i! :ih' iii:::i{ L g(i :: i�;xv.Ni 'M�:�.»ri :..• '.::. :•i.; :s.::n::ii :>viii::iii •!iii;:.;::;: ;•:>::.ii : ::;i �i:>v::>:;;:m:: :».i..;:•? •:.:::ii : y ".:': .::.;..: i:: >y.::i<::::.:i.i..ig. ; :i>.: :<::: .� :Y:::' :.: : . vni:: hi :• • vi : v4 :. n iiiii ^ } .i : v i:•,::i.. ,i.i . i..i.i : . i .::4..ii.i .. : 'iii. i.:. :.s.}..:: { : 'ii:: :: ':: ..: :::::: : ; :.;;i :::;:..: : ::. ::::;...:ii:.;:;.; . E. : ;.:. ::;.::.;....:..: ; .:. •.::: :•:::.. ;::.:. : ; .: AC.T: ; : .' .:•i :.:i ;;. ; : ;: ... : :.:.. .g: ; : : . : ; . . .:: :..: ;.; .; : . . a:; : :::.C1: tST;i. : , IIII : � iiiii ii ig . . . . . ..... . . ...... ... . . :.,.. . ...... , ::: .........: ..i.:..i .::i:.}:.<•JM .: r:iiiSi;::' .. . ..: : <i .. : . $: :...:.> ' : >i:i> ...'. . i.? : :':<.:i. <:i::::;i <: :0:.:i:::: . :».; :..i...:.: .: ;:•< .. i; • im i : i: i:l :: . ... � eTa } �.: G:.:::> : : ; Mq. : % MW VMMNWavwN VhV pVhKX ' h: .v :v: wvV KAVAkVVVYNW1�: :K: .v . 3Y � :yP :. :::::vv22h .nvZ. ::' :.::;.:.•• .•: • : :: Iltiz BETWEEN MH #1 & SOUTH SLOPE 01 206 - 7' FG 20' from North, 100' from East } P-4 127.4 107.6 18.4 115.8 ; 15.7 92.9 90.0% 02 207 a' 6' from North 150' from East 12 108 19 2 '� 8.9 93,4 03 208 70' South from MH #1 ............."�......................_127.8............,.104.622.2 ;,.._ . .. I��_ 90.3 " 04 209 20' from South, 60' from West . " 123.0 104.7 17.5 " 90.4 : " 05 210 II 20' West from MH #9 124.0 105.7 17.4 91.3 " ' STORM LINE TRENCH 06 211 - 8 FG 6' East from MH #1A P-2 132.6 7 122.1 8.6 125.0 11.2 97.7 95.0% (::•, • 212 : - 7' FG 40' East from MH #1A " 131.9 i 119.5 10.4 ^ 95.6 " I i ..............r.,.._.. •..-.•.......•_..r._r...r..r.. ONFI CMS A:..P:V.':.VRttitW.9♦'taNMV:VYlVMY1M%.W.SK.tv>:Mh.\i'O:VYhtlTSi \•>kYVY>hw YYh'?Y}'A'V.•}TOYt lTJXY:4lYf%VW>%.'Y}YVI.V;.YYJ.LV:•>Y%tiV::vYTTY:.•>%.•'iTY i:•.tt:•:VY.:ti.:r,VY.vY:vhr%i v:•hV'fiY>N•%X�f q.!p .Y{.V>T:.M•'A�i.YriVA}:V:Vi•%YV .. •.••.••••• *W ..A1}:v.:^GK.Vfi Af4:N%N:4'f.•YNVY}:�p�hvA%V>xVi�f%•:t•>'%Yt•Y✓�T1':iVhV A :• .. ...- � .............. REMARKS: ELEV.CODE: FG = Finish Grade DENSITY,FTW,RM >JAME: D-T0882.030 R- 08-06-87 T• 08.07.97 REVIEWED BY NEPORT - • AUG 1 3' 1997 All-ACONSTRUCTION TESTING LABORATORIES, INC. ISSUED - ,bay 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 �--� Telephone (206) 588-0805 "A" REPORT Facsimile(206) 588-0928 v is:.iw:.:...:_:::.iv.:'ice::.v::::}::•::::::._::.v:v::::i:}.v::::::_::.-.v}?:.:{:.v..::::}:.:.v:::v::::::5::•?:::::.:v:::::::::::::::.vvv::::.::::::::.v?::.v::-.5.:—:::?:::::..:.v:::.:v:::::.v:::::::.:::.................................... - lifiELD-iiINSPECTIONvMPv_;. ?RIhn-:T :!s:n?::ommoso+.}:_}}`-.+:;.;:;:;:5:: Client: M.A. Segale, Inc. Date of Inspection: August 6th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 31 Project No.: T-0682 rm--;;owe:;",:}:? fi;�a^^v:...';, ", ix..q ai3ozs to-t'- s.m. ':76,%A e w".Ke. r` P).,mm s'.'+ Simoram: ter=:-som:?>i=";s ;, 3:1-6. : ..wr:2:"#t��...u;,, - ':C�•.•.ass<:::.::.:;2k.,... .. I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 4 each in-place density tests were performed at various depth of the fill for storm drainage trench, as per attached copy of in-place density tests report. Weather: CLOUDY Inspector: S.HONG/fmd FIELD.FTW- FILE NAME: F-T0682A.031 R-08-07-97 T-08-08-97 Reviewed By: • - u,--,, _. , , ' AUG 1 9 1997 CONSTRUCTION UCTION TESTING LABORATORIES, INC. ISSUED ....,,,•:,,,, ,,:,v.•.v:M,.v.N,NvhhV.•.,w:N.N•x,V.Vxwxvxw.W.4.,,,,::•.•.•h•n•:•:::o.v.y. Y.:•:.w.V.::.,v.•x•.MJ:.W..vJM1v.5we:.v.vX:::::.•.:•.v::::••............:.. o........::.::..,....•..w.....:x:.....,...... ..•.•..x.:.•.xvn,.,. ::.vmw.v.wee. : WAWANtY.v.,,wxwwN„WAWAYwn•.w.VA.V.,,,:,:,,,,,,\N:• ... .......... ..... .......... ... .... . ..Yx..Y,..x,N.,.xNN... N�..N,Mx.xw,. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9849 "A" REPORT • Tel. No. (206) 588-0805/Fax No. (206) 588-092 nx--r....., .,,Y,!,,w �w�..t,y..,,�,,,,t”,:! •xr,x.:• :,....w:,:t .Y.Nw�rM:. N,:,..,n...,,,t,.x.N..nn,:,..,ww.,,N,.,,:.:Y:.,:.m•............. .. ....... ... ....::.:... •....::....::::•:::•:•:::. ..:.. ........................ ::::::::.......................................X ..}}.Y..x:.Nr:,•%,Yx wn:,auY:,va•%N.x,wx•xw ' ..:}i•:::::::•:.::•i:• :•:ii::•::::: :.::�: :•: ... ............. .....:.:.:�::.�.:•::::'�:::::.�::��:.::.:: :::...... ........................... ... ............................ x,\.t.N<,WtY%x•%•%.%tiY%1iN\\,:,' ::: : �. '•.::� .. ................:..:.�:::..:•::::.<:::.:•:•:::.:................................:.:::::::::... . ................. W.';';V.gVx•.Y:NYxv(N,'[.RNNSN,YfI,MY i::. 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DATE: August 6th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 31 PERMIT NO.: N/A JOB NO,: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 .M. ......:...:::i:.i::i:iii>::i>�iii ii:{::v:^;:i:J::�.::iti�i:'}?i:i::J:::!v}x_.;n::,iw.,N, '.:::.:::.::'i:>::J:::iiiii::::iii :ij ii:::::{::::. :Li:::i: vii:iiiii iiiri ::i::iiiiii:ii::i':.i}:•::•}:::i::i::::i::i: ::v:i:i:�;:;;'i iii::::: i iiY:: .':i::i'.i::'i::t'iYi::i:Fiiii9iii: i;':•i:•i::.!?:::::li:'ii:: ::':i:v:v:iii::i:i:iv::; .y�... .. ....... ....... ..........:...:.::...:..:....... ....... ............:. .:... ...::... ..... .... .......... ...... :... ... .:..................... .. . . ...:.... ...:.......... ....:......... .....: 'yi:ti:c::isiis`:::::isi:;:iGisi;:i;:i::`::::::'<:':::::::::';;::>i5::%::::":;:,.......•:i:ii:i:i: :::...:.;. .::iX : iY.ii::::•:ii:::?::::�}::<::+i;i::: i;.i•.:::::.�:•:::: i:::�:::?�i ::•ii:•::viti:i::;v..:;�:::.�::i::::i: .:\:• ::i;•.�:iii :.:i::� . . :::.i::.::::: ...i>:>:>::::::::�.:��: ;:..::::: :. .:: :...:. . .. ..:..............:.: {/ ,:ii:•::;.:..'::•:::::::::.::: y:•:::.::}},i;:;:v:::::•:::::n�::. :•::::::: :•:i:•::•iiii•:::::::.�:.�::::.�: ::::::::v ::::. •::•i:•:::.;::;':::::::. .::::::•:.::::.::::.::.: :::.::.:.: . . .R :.>::: ,;.}::.:. :<.::•:.i::.;:::•;::.::.i>:.:;.:�:.::.:: .;::i:.:::.::;:.:;;:.i::.: . ;: ;.::.i;:.;::;:.:; ::.;:.;::.i•::.:;..:.i::i:::::<.;:.:i:.: ..::..: .::'.i:.i:;.::.: .::'. .»:i;:.::i:.F. ..... . ... ... ............. .:..::: .. ................. .. ...........:.:.:..�.::..:.:..:............................:. . :: .::....... . ...... ..::.::.:.:::................... ... :.:::.:.:.:.LAB... �t.: .::.�:::::.:::.: •..�\:.......... ......:.Y:.:�.:::. .................. ....... ............. ... .: .: '.:. }::.i:i !Y,.O:ttYI:DCM2,...1.:......:......0.•,�,,.,O,CRryO'Y�..I✓J.:'i::'itN .::::':is i:::: :' :::�',:•:i::ii: .:::::::.:•::.: :::::::. .. :.. .: .. :•:::•.:::. :•:::.:::.:• :::.:.. ..� .: .:..: .: .. 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DENSITY.FTWIFRM .TAME: D-T0682A.031 R- 08.07-97 T- 08.11.97 ' yY REVIEWED BY: ., • ncrUf- f • • • AUG 1 3 1997 - '' ..CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206)588-0805 "B" REPORT Facsimile........:......-..............:.::.......... (206)588-0928 REIELWINSPECTIONREPORTEsnangsweema5M0 Client: M.A. Segale, Inc. Date of Inspection: August 6th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 31 Project No.: T-0682 „i.--, ,s :�o E-m cr%a ra a"vxc v u« % ,c a ".:iwtFxK ioso "mmstz ' raz Kira .,ri :a.. fw•. A ,G -•xfi;1`roo�• �f.�+-'%:���- tea - r�,�s.�S�k�""'��'auau�-�:.srx»�:ati. f&7;y �..ac ram.•>U•a^ I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 6 each in-place density tests were performed on fill between south slope and MH #9, as per attached copy of in-place density tests report. • l :.,,.,,:..<q...,.v.,:An.,,>,,,,,.m>WAw,,,.,,,.,�'�.,,�,.�<.�,A„�.,�,..�,..,�..m.,�...�a•,.a„s:,ri.�,�,.:,,,.,,,,,,,�,�„ .,.,,.:,.:.,�»,.,w,,,,.�,.�:•�.•,,:ws,::..-••- •= Weather: CLOUDY Inspector: S.HONG/fmd b/101) FlEID.FTw- FILE NAME: F-T0682B.031 R R.08-07-97 T- 08-08-97 Reviewed By: . II.{ _- . . • AUG 13I CON ,-4. R UCTION TESTING LABORATORIES, INC. • ISSUED .:.:.,.+:.n..•.•.u\uuYM:uuuuuwnu:v.:uuv:xl.ww•nvuwmw.wnw.:vnw.v.uwr.uvv.:.rnvw:xuv.wM•lxww:.wn::uw:::::n,v.�.w:.v.v:::.vr...v.r•......•........r.:.:....: :....x:.::,r.:.,n r..x........•.•...r.:v.:xxx+.wxnYl+.vxn...�w.vrv.vxw:u:•xnuwnwnu•kuu.YnuuxwnwmnwxMvvxrnw.umw.•n+vw\Ynw..:::uuuvmn. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9849 "B" REPORT Tel. No. (206) 588-0805/Fax No. (206) 588-092 :... :. :...:v.;.i \Mi� .:\%v i:1:i\}� !ri: : : \ .� J�iJ: :':.:'v.�:....;:.�':.o:..:.'..,�T:n':: :.}.:`.:::•:.:isL<::i.::.::':..::..�.::,::.i'•.:.:.i';::.:.ri ,:�•.:...: �:,:i:v:.:it.Y.�.;i.:n�.�.•:n:.!:...:i.',.:.i.i...:......:g.•.,..:J....:..:.:�.i... . ..........: . . YN •y;•Y1 w:•Wxv .......W•.. ...;..W!•`:t\':�»k:ir:`J>:iI'•N:V:JJi�Nk•WW.»itii''Ni:ii'NTVN.�rJ+.1V'N MY•V[Wk+kR<'r•7k::•}•.:\tii}+:NY:%iVWY.V;x•{:.Y:iAN• i:1 i•%:(V.\iN:iw}:%:.•:kiVv::%::•:•:;k:;,}+ '»:I N: :: :,:i:.:�:: �::::.ww.:: w� Nw:xrxr a � v .Yv '.:y:w:: :w :\w %:Y : 'w: rwu M v .v:wx..:..,...:.: v...•:: ............^ ... .. :.i :<`.•.`:: '::::.: C: ::.;;;.::.i :y< ;y`:; }:::{•::::::;:;;tiy i ; Qw :;5;<;.i•::::^r4: 4::;:.•:•sr4Q;:•r:: :•ii:ix:: ;?: ;.?;: i : i:i+;X., M. : . : : : : .: :}:. : " : : . _ i •: 4 : : : 4 :�if ; CjJ:i:•. i <: Xii i .:; { : : )? ' ii } 0+� F > ?YViVy7,,.,. k.\\N �w�\is \ :lV\VMiW• }:Vh::• VAM;• WN V :V„ %V .: :..: vY;iT: }:j:o; aT!Y:V }.j.•.. .::' . : v.n:V r? x.:.:. y.;k .:.`.N}JTV.V>ki+ti }.;.V.P.}.Ti.ti ..%`T:V..:.\V}:V.>Y. CLIENT: M.A. Segale, Inc. DATE: August 6th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 31 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 :,:.::.r:.:r:.::;:...:'::•.:i.:.::.:.:�::;r�;;::.:::•.:.:..:...:r:.}.:..>:...:..�>:.:<..:•...:.:.�g:I:..:::.�i....i.:..�i�::::.::..:>.:ii;:..:.i..::.::....ii..:....:.i.i.::i...::....:::.:.�.::.i.::i..,i.t.::.i.::.:..4:..:C;:;.:.i:.i;::.i::.:......::.:.:.::.ii::.:..v.:.:.i:.::.:.i;.:...:i:.:.:.:..:.i::...:.>v�..:>.:Ti:;:N.»>:...:..4:...;v:.:i::..:i.:::...:.i... ::;iii>:.:>:.::::.<::•i::.:.::.:...:.�::.:.:::.<•..i:.::.::Y:..<i:i.:..::i.:i.:......:..:.•}.v..i:.:.<i::i..�::.z:.:;i.::.•.r:::::.:>;.::}:.y.:k;:::.::i:.:.::.::::.i:.r:i::;.::.i•;:.::i9.::::.<::.:..i:::::::.:.:..::.:::;..:�::.::,.> :?.:::v..:.:?:.:::..::i M: A:..:.+...X....:.I.M.:.;.:.i.:U.:.::;..v.M.i.'..i: D .N.•..�.:%.S.•..•IT.:.Y.Y.:...T <:E.4A.:Y ST !w MET. HOw:`�SD\}:F Ar. S4 T. WMR•) D dh- W5R �5«}.:7:.+b 3V.J:>:.Cr;.J tio:....:Y.:......:<.w>..: .::....}..}.R:.'\:.:::...::%.:: 9T.,.:j.:4..:.>0 • 4.;::.:./.: ..>::•v:v.;a:.. :y : nk9` : : i 4 :i4 +. Y yt.. {: Nn?r! v4..�g:. 4 : i: : i •T : 4i�4 :v; :: i:: :::: :::: :•-..:.............. ...........%.:..........:,,,,: :: .. ,...... ...;,..... i.•:..x,:....: .i ..::. ;:::;.::>;iari>;::::: ::•x: : i, <G:i:i:: ....�s :.....::...:::: .::.:•:ii.i.:.i.:::.i:. ii:•i:9::4:•iii:•i:: ii:::::;:trPER.;j.ji4i .pi4L Ai LR'�...:: ::.:::>::::::::::: ..i:.i:.i..i::« ;:.i:i:::::. • iil iii.iii .• :ii} 2n;:::'::::•:•r:: ::4 ::: : : : ti ::::4:: is::•4 : }i :.:.::•::. <:•: . •:v .:: ivi.: :.: :.': ::...: ...:..:•; .ii :: . :. � kI.E : : i . .. . :: ...:..: : ; . ::4dqMkP dY% 9: A . . . . .. .. . ... ::i.::g ..:... ..; . . . .. ... . ....g.i�::... ::1] . : : : 4g .::W:: ,:R ' {s .. : '�gi . . :. Mi. .. . . Mn.: . : : . <: ;.:: :::i . .n:.. . . . . .. i : ' . . .: :.. ...... ... . . ...... ..... ....... ..... ...... :. . : ..... . im.. .... . . PAS • i ::.;:;:+;:: ::''i':;::>::<::::::::: ;::><:::::s<::«<<: i:i::::i. ;:::.::i.s:;:::r :::: :. :; >:::>;: :::» .::::;: :i: R::.r :: :.:::.:i> :i. •: .i:::i::•'.:..: ::::.: :;: ::: .i..v:k...::: i : : ::: : :: :::•:J } :. :.� ::: :� ::.� : : : :•:: •:: i ,::� NWVV: ,i �:::: .:.:: :.m ww:w�.voak ?...: . . I\ W% QVtiV �W .:n ,M .,.,. ::+ ::•:• :: .:Jr:} T.Y:p •}% .. •}.:].V.V. .:?'vkv %..N .kY: \Wk\%4:V?%i.VW W BETWEEN MH #9 & SOUTH.SLOPE 1 01 217 - 2' F G 30' from south, 110' from east • P-2 132.7 123.2 790.0%7. 125.0 11.2 98.6 • 02 218 10 from south 200 from east 1 " 134.2 122.7 1 9.4II If 98.2 03 219 20' from south, 350' from east I " I 126.6 118.4 i 6.9 II .. 94.7 " 04 220 " 50' from south, 200' from west 1 " 1 125.9 115.2 9.3 • " " 92.2 " 05 221 -80' from south, 80' from west 1 " 1 131.3' 121.5 8.1 If WI 97.2 " 06 222 120' from south, 150' from west 'I Y........._..._.._......,.......:............-..........,.,........................,., 130.5 ' 120.0 8.8 96.0 i • 2 r• 1 I. 1 v vv'w:w'x, :q+'::ti`»)t1�:�ti' %•%YV:.•:Y:tiv%•r.Hc.•%VJ%,tiH•>kV>•V.k,W:V/:VY:T}Y,•.:v>Mv.•k,:•YYY%�i.•}Y:VY»YJTIx>�x::YYkVJ%•%C}:Yr:R:,.J:tiS•%•T}Y::Y:n`.•i::V.V%:qY%::titi.;tiV:•isT:ti•.•T?,:•%:v::•f.•Y?.+v}%G:^..•YJ?>%•%•}:tiV%•.C.V>>:Wi:VG•Y:V:N•>Y:V%RW WY>%M•X<CtitiV:YY'V: '%N•YrF.•'x:•Y]YYiV}T}k\4N:V:VAM'Vv%V:ViVY>iWp. :WiKW.Y:•%Y50 REMARKS: I ' rv., REVIEWED BY: ,. AL) DENSITY.FTW/FRM -pAME: D•T0682B.031 R R. 08.07.97 T• 08.11-97 •• • REPORT • AUG 1 3 1997 ATA :..CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 Telephone(206)588-0805 "A" REPORT Facsimile(206)588-0928 • .....::.:::::::.:::.:::•:::::::::::.�v v._:n�:::::.�::.::......................n..�::.v......,........?..........J"^.;•-.+ny:.........:..:.........:44iii:6:';^:•i}:n:•iiiiii:nivi:::::.:�::::w:::•iii'.;{n;.�;::.v:::k:•v:.�::::;;?:v�4:::':': .............-?•:....: .... .. .. ... �%•: : ::. :•. � i :is ? i$ii'{-i:i::viY i:�:;:..:v::::n-.-i ' .... ... : ... .:......,....._.vv...:..:ti:.......£.. �i}i}::;i?-: ii?::i::;i;:;:J:j?i?:n}t::iniiry:if. .:..T •.'.: ::: is v:` •. ^:•:Ci::i:?i:.::::::--w::::::--:•::::.. .....vim.. ........................... . .. ... :�%? i:;^:ti•%:w::b:Al.?iiiii%}::::::.vw:i:??.::;:;;;iiiv.: - �}:.. Client: M.A. Segale, Inc. Date of Inspection: August 7th 1997 _.__---..__..___._._..._-----------------•----- P '----•---•-------- Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A • Contract No. N/A Contractor: Client Report No.: 32 Project No.: T-0682 -.< mn.^.'c; temaw.sc,:..� mez�'i Y a ...wKsu ?mor—m 4b m-am "rmesa mmums•at"'c tnx> sx2 c':mmr.—v .3<a`:^'*, I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 4 each in-place density tests were performed at various depth of fill for the storm drainage trench, as per attached copy of in-place density tests report. • Weather: CLOUDY Inspector: S.HONG/fmd k v Reviewed B�: FlELO.f W- FILE NAME: F-T0682A.032 R-08-08-97 T-08-11-97 • • ' H'Crvh4 i COL i�'R UC'T AUG .13 �s9� x::.5..,5r..♦::..:..::.Y..r....:..... .... .....Y.,.ION.I.TESTING LABORATORIES, INC. IssuED •• 'S••.:•.:Vl::..,5 MVM5W.5•,N4555YXNNXNrNY.'NfIhSYX.v.•f,L'h'MVXN.VI1Y.55WANV/MV,V!•yVNAH•Nh'NhW.S•NNIhV.Vhµ55555YXhwXhMwxN 10111 South Tacoma Way, Suite D-7, Tacoma, WA 984: "A" Report - Trench Tel. No. (206) 58 - ''''':.}?::.}...:.::::{.}.::<,{...:•}};:.:{•:.i:{::.;:.}:.}:.:.}?:.i:.:...........:.::::.::::::..:................ 0805/Fax :{. i.: •}i}:• {S' ': ' '..•. '•.•: : � K;.'<:<:;J>Y{X V>YY'i:4.,v-NY}AR:,v-xV%15V%VNY!%•N .....:: .�. .:. v;.: :. ...:. ::.. :•. v. .. ... ....TEST . .. .:. .. .: %V!}iV.•:<VYXti!.55�iV%VK•Yfi4Y}.'W}T:Wx '• ,...... ... .... .. .n'.`, .. :: .....:��:.:::...:: ....... . ��.�: :.....::• :: :v.......::.::: : ;::.:::.x: :.�:ii: :::.:::::::v;.... .......... VN%W%V:•Y.'K:r' , „.lx,.,..,n:'l:Y::.{ >}Y?Y?}}:WN>%'}YY:WYY:W}}?:•YW:W>}YY:W} ''. ':::;.{:}••:.:::{':�.::.;...:::i}::::{v:•}:{':.}:•?:•}:::.:.�::v;::•i}:..........:.......... .......... ........ ....... ..:.Y.V..,},vhv.•l.:..,},V.•,.vJ}.V:W.VM"YYYiYx'WNYV}xWhW:4`YhVY:•7�w1�1W»:44:v.TVYYTT.1V"jh%tii{IVA'1V.V•i�iVJVVV%{i+V?:•?:J}:•::{:;?:•i:•?}i'ti�:::•j:ti�i:)$i:�i:;:}+:}i?:} :::{�i::?�::CLIENT: M.A. Segale, Inc. ���WN�v�.v�«�. ��SPNY�.>FNxVY,� DATE: August 7th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 32 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton ,.........,........._,.........,.........,........................ CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd 1N-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-155 f...<.}•,'Ox,:K,u:•:a3::fy57.?�.�:�x\/f,?f. .3%>;35v'...<.i,{n.5 .:.YxY.c..>:•:,W>n.....,, 7 . . .. ....♦........ ........... .. ....... ........... ............. .......... . :...... ....Y.... .............. .... n•.P:�•.,•f:x R. :%:%7:.,..+F:P xY:W}y;•:V.'ti!niiii:::::iligillii :.:':. :: .:: .:::is..:•}::Y' :.:i?::.i:•i;•iii v:i•i:{:•:_: :•i??i'}::i}i :•iii?}i? :;..' ;}}i:::•}:<:.} {{.}•:i:K+•?}::• :•::}:??:::;.i?}}i.:?::?: .:<:.?::i:. pp �y' ,•i Iiiit.:;i:i.::MEST aiii:,.:;;i.i.,Aii::i..Ai:i::::g.M.iiniic ],i,,.:Qi.:.::.;::iii!,,::i.:,;ii.!i,ii:R.,i,i,.:.i.:'•!. .,,,:::...:.w:v.4,4::?. .,,,:s..1.;„..,.:.,:, :g.,::.!q.:,::.i:..::,::::q:::;,:i ,.:],i:.:i:i:ii,.:.::::.:.::.::::.:::*i:,..1..:.:::.ili:ii: ],i'i':i:::..,. iii:iR::iw:ii.:;: ,,i.i:,:i.ii 1,...,::::!...:.::::::.::::::ii:::i.,,,mr,..:,;qiiweiTbitifitijmt!:,:::::,,,:::::::.,,:::,:i!!!,,,vi....i:...,„,,!.,:,,,:i:.,.:,,,,,,.: il .KS•:♦:..1�WCx-N.'PW W ♦ ....:.. .......................:................:::t:.................Y..:.;..................::::•::......................Y ........... .i.........♦��,y`(�(�♦ yyyy •:j . :...:. 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P-2 131.5 119.4 ` 10.1 125.0 I 11.2 95.5 95.0% 02 224 I - 4' F G .300' East 134.5 123.9 8.6 03 225 200' East ............_,.........._.,....,......_....._.....,.....................,...........................................k....................,...... ._.......4.....,......,..........w1 3.,.. . �..._. __ ,. . v _ ._.,.. 99.1 ......��.....,....,.. 1 1'38.9 127.9 8.6 " �_r " �I 04 226 50' Easti 100+ 132.5 123.3 7.5 e " i 98.6 1 ............. i 3 , k f i } .i i ij I a I k X { ms :vY:S•:,S:V:.:V:P>.VxV.K<•Yx'Wx<5P:•:v:}.{•>:•%hvrhV,'W>.<5tia{SKq:«:'x5tivl 4'<KSY.,:KW.Yrf:KP:SV%:1Vr>:WY;KWxwW:Px1:•:<tiV}}:Wx♦Yh•;y;5{•x:S:tiWY'I::W:{KWx•%•.•'::,:W:W%:SWYY%Yr,Y%KPY!}x':Y,}%3V.\'P.KWN%•YMI:<W.{SWYYx<'x,x«{P>:'StiK:x««c:'KQ{«WxSKViVP;y1NR<R«y.,{,;yyy:yx�p::'yxpYy�gyMPyyhy {y�{.>• •�•A iSSyyi I I gEINE , Z i ,.� ^M. REMARKS:• 1VY%WNP>Y%Y»4x9oVW{PP�»vWN>�.<P} n % ELEV.CODE: FG = Finish Grade DENSITY,FTW/FRM ',NAME: D-T0882A.032 R- 08-07.97 T• 08.11.97 `) REVIEWED BY: 110 RErun t AUG-13 J` ' : .....,CONSTRUCTION TESTING LABORATORIES, .INC. 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 "B" REPORT Facsimile(206 588-0928 ........... Client: M.A. Segale, Inc. Date of Inspection: August 7th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 32 Project No.: T-0682 isszJwns r.• `.M•iy• •wri• ar. -1,->":p"�' .,??J<':{,°c;x .......a,:Y,a'�S�"'"`p.• �•.,,.•y, -:yy,.....,�c�.ca-.,.rc.. >.,.,-.....,,..,,,,•.,,•,•..•::�.:,. ---�- >•�:• n� -`�-Ism.,.�c°��acaa�a.�.:-�:2�.:.�.�,R:.'Ss;�ac"".€-'-':«:way-:ti-a�,4:-::,:::: I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. • As requested, 5 each in-place density tests were performed on fill at the NE area of CB# 5, as per attached copy of in-place density tests report. Weather: CLOUDY Inspector: S.HONG/fmd • Reviewed Bv: F1ELaFTW- FILE NAME: F-T0682B.032 R-08-08-97 T-08-11-97 --_-.-. 44- 1;Et .,•.1 t .. AU 6 1 3 1.997 CON SIR' 1 R'UCTION TESTING LABORATORIES, INC.•!•,•.,,,.,.4YAM1M1Y.XYALM1NN••M1M1WAWAM1W.••M1,NM1M1•.M1WnY•YlnW.,Y.KSY:.N•I.Y.Mw{1'•WX!•NULXWM1N•XXnhW.M1M1,.VX.xAV.v.:l:X:Xl.,.:::1:!••.:V:::I.V: 11S vED .M1M1 ........•..•!.l..M1 l....,l..,A..M1M1..l l..�...•.•..nY.W:f!!•Y.•f:AV:.M1W:••!!!•'AYX.Y.hLV•4•I•W!X•AKVXXNlXFYXNJ/M1T.`l'IS•�vn•.NY.µNVX.WAY,Yh1Y.•.WXXXN.•XAYXX.WNX.NwW.VAN•X.h<aM•/l.µ,W.M1„W 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9849; "B" Report Tel. No. (206) 588-0805/Fax No. (206) 588-092t jKVM VFwt.X«KVy;V XXVX4A•xVjWAVrv'XX.%W:V:t«GK'<4r:YXWXi<{4x•J/XxV;+.:;.V.5•x.!.•Y.•X;h<Vri<,•wNp y}Yh•XpN.„,,,,,":...::".X/.<v ........................................ 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X K•wX Mkt\M1�M1M1\NX•.F%'.<VYh4Y.Kw: ... . :....:..::::::::v .� .� .�:::::::::':::::: ::v:::•: :•:::..... .............................................. ................v.... :•A•.:. •T%•:V:V.V:::x<M1'W}%:kti:M1tiV:V::V>:V%::..,i�' ....,�..:.:..... . :.:.:•:::..:::.....:.........:................. .............:::........................................Y.M1::lxn:•::Y::M1:.............l.hY.M1,:M1W}}:Y}}Y!:<•}:G:::A•}.Y.•x}A•.C\Yh..'•}••.,}... .... ....:v.�.•. .. .. .:.....;....�.;........................:::y::::.�::.Y:::.:::::::w:i•i:•>:•:.:. • .v.V.h..A•.n..l..}nXN.,•.M1,V,V}n•X'K•NNwXh,I>NYXY}YYwhVNX\VYXC•XWfVXn'VruhK•wwYP1V '• ..;`:.::.1'J:�:4:•:;;:^:i is?•:!:ii:i�Fiji�Si:•i:�i:: CLIENT: M.A. Segale, Inc. DATE: August 7th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development • PROJECT NO.: T-0682 REPORT NO.: 32 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.No.: N/A IAN: S.HONG/fmd Client TECHNIC �.._., __.xM. . ....,. ._ , IN-PLACE DENSITY TEST METHOD: ASTM D-2922 • MAXIMUM DENSITY ..,tj...:.... ...�.....:.:............:.. ..::.!.:(.. •.:•.n...x..•:: P,Y,�,.,':.�1,p ,�. ,:�� �Y+•.. >..:�::$`•i.:,!'> .2•.4 v::r,;:{V':K'x:Y};t•X..Vxy.. :..:.;;::.:... .......... .,.....,.....:�:...........:...::::.>...:::::.,......:......:{:.:,.,:: fig. :�... q'���.. 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' .. 1LIJ.J.I :i:•:.::.ii::.i::.:ii::�:.�::::::::•::::. :i .: :::.:..':: :: .i. .: i::•i:.:i::i::.:i:.;':.�:::•.::::::::::::i::�:'.::.. ... :.:'>.::.i;;:<.i::.:.i:;.i:::.:::.::.:::: :::.ii:.:;.:;.i:.i:. :i:.:;;.;•i.:.:.;.:<:.i:.is.i:.:..;.:.;:::.:.::.: .i<.:::.>ii:.::;.:.:;:.;.;i::.::. :.:.i::;. :.:::.:.i ..::.;i:.;:. :.i;;.;.;. .;::,.:::::. . :'.i:.>:.:::.:::;•>:.i>:.}::.;:..i':.�::::.:'....::;::..:..;:.:;.i:.i:.:a.;'::..:.::.::.:.::.::.:•.i:.ii:.;:.;:.:;;.iisii.:::.:::.:..i:.:::::.:.i:.ii;:.:;;.i;;.i.. ♦Y R}:.n...x•...•n..xtt.nK J.M1,h•Y.:::Y.Y .:..:.....,•. .•v.r..,h.•..,.... :�:..,..:.;...:.............:.::.:. ::::. :i::..::• :4:4i;?�'dgy. ............................ .................................. .....,...v;.M1.......,�..<.W.vA\<•:V:•'r:•Y>.•:::v:lY}.V;}:h•}A,\+.•>:V:•,}V>xVN:VY}:KV:V»Y>X'WX<\'VXti?:V> tKVYf•W".vWt:ti:V:f NS>:VG9:0%:iJJVv>� xq,•q •....•>� NORTHEAST AREA OF CB #5 ! j • 01 227 ; - 7' FG .50' East 1 P-2 127.0 114.7 10.7 125.0 j 11.2 91.8 90.0% , 02 228150' ,� East ,, 129.9 115.4 12.6 92.3 03 229 200' Northeast 127.0 ; 113.2 12.2� ' 90.6 "w~ 04 1 230 40' South from pond " 124,0 113.8 8.9 91.0 II • 05 231 ` 80' North from pond ) " 130.2 115.5 9.5 92.4 " i I. ICON! i P t _ ... ..............................3...............,... .....: ..... .' • .,.# rxKK<w.'wXuv;Y:Y: REMARKS: ELEV.CODE: FG = Finish Grade DENSITY.FTWIFRM lAME: D.T0G8213.072 R- 08.08497 . T T. 08.11-97 \ , '' REVIEWED BY: ,,,,, ,,. REPORT - . Awl 14 1997 ATA- = CONSTRUCTION TESTING LABORATORIES, INC. ISSUED ac 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone (206)588-0805 ' "A" REPORT i 6 588-0928 .(��..:..::::..::::.�:i:•i:•:�4:•}:vvi:%........ :...n::::::.:.....:.. .:..�•:v:.v.............. .... ..4:�v;•3^:iJ:�iv..:�:�:._...w::::::::::::nw::r.::::v... L ... `-iR 's`i•`ime>{u.�•fig��?'��••n��'�'�'t•.Win;•;�:.�An'}v::�.�.y`}.:;by: ..:.:::::::.::............................... Client: M.A. Segale, Inc. Date of Inspection: August 8th,1997 Project: Credar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client ---���— Report No.: 33 Project No.: T-0682A I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 10 each in-place density tests were performed at various elevation trench, as per attached copy of in-place density tests report. • ' =l t9 9? Weather: FAIR Inspector: S.HONG/fmd FlELD.FiW- FILE NAME: F-T0682A.033 R-08-11-97 T-08-12-97 Reviewed By: ,' ,��- 1��� HGPC< " . CONS 1�R UCTION TESTING LABORATORIES, INC. AUG 1 3 +4- —' ,�.,,,,<„h„w„�ah��A.,,..,,, ..,,,,,r,..�.,,N ,K.,,w,�.,,,rNhK,..x.,,Yr.�.,,.f,,,,.:.v.:,K!:..<.:::.::.::..,,•n.:::::.:.....v:.::::.:::::::.,:.r...:,..,V:.wr:r..,.:.:,:.r.:.:.,:V::r.,,,.::..:•.�:.,.:.,.:..:::r...:.xx,.r,.�,w.Y�.r.,,.��,w.,Vr.�,,,V.�„�Mwv..,,,�,.:�,�r.,►.�.��1,��v�,�,,,�,,.r�,,.�,vw..vrv.,<�,..h 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9849g "A" REPORT TeL No. (206) 588-0805/Fax No. (206) 588-092Z .::.::: .............. ........................t,.. rhr.�,:>.w. ,.�rH.,.�.. <,Y.�kn«...!<,x,N!<,p�:««$„�,.<.��«:\,,,.x< w„• >s :>::. `«. .;::T`<: ��>�; . >'' .; :;:.": ..... >::: .... i: ::: :`.T::::; s° :<i:>:>':>'::.. ::.....!;:>:::: ...... .....::::>::>..........:«:::::<.... ::::......::i ::z:(::; 2: >::.i.i:3 :::is i#;::::: ;izii : :: :is ir; z::r i:>:: ig; .<:: • \\V1,\\\tV.'ii:;i{i:•:::.::•i:::•:}.ii}is^:•i::;:ti :::t:ii i:<�:.::i:::�:��ii::{ii:;,ii::ii'..:Y:iii'::.iiii�i�i:•i.i:Jr v :ii}� i: i : vi:iii{C:i:i: y:ii:::::�iii:::::ti:: : iiii::�ii:ii i::i j:JjY ii:}:;:ii ':iii:iii:ti:::?}'i:'�i?i)i::ii Si:ti:i::}ii::;:ti:v: {:i):}}::!Jiiiti}i:tivi:ti:;i :�::::::: :ti:':Y::':ii::::::sti::}:::i::{:•i::iiii:+:iY:Yti:jiri:;:i::i\\V,\W,V,\V(NVPYJ>A .\V.V,•X,�\\V,-0R1\\V,V;WV�V\RV•Y.•}}rn<,\,\\• : .., v,. ..:r ..•. v...; ............. ......:..........:....:::n.:.::.:: :..:::.:•.�::•.�:•:•::•...., ,v.'vhV.v\n<,fP .}:W.,,rh\4 .1•TQ:,,.,.,\v:.:.:,::•.:::.•.• ,.w.,:.Nr:r.•r. ..::•.:::::.�.:::. .. .. . w:.::V: : :::.v, \`::,`:T.•Y.w}:J:xv.:•.wr:>:Nx:`rw:v.`>h.•>:W.V.\„`h\Vtivn`:A,l\`.'•YNV,«•.:ti,h'J�}:VNNN>Y:Vh:•>Yi:4:V.V,V.'V:,'V.Vi��hV'Vi�i+Wi::i}YY31'VN{Vv:<WWNVi'iV:<i'ihiY:V.WHVi Vi'Vl:Vir CLIENT: M.A. Segale, Inc. DATE: August 8th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682-A . REPORT NO.: 33 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.o.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd • IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 •. . i ...... .. .'': a',' :•:•.>:-.-:;',: <.ii.:,^..'•:::•:•A� .. n :an:Ef:i.i!;ii...:.:i..Rii:rti l!'..,.Y.Pp 5• }.1g. . . "Y�.".�..;T. �...`Yu� .�'•'•ii`•.'::' ,aw o t:!>Y. . ri � . ..;..: • x, :m.:......1: : ;:i; ::iii :: yii : ;; : i::i::bra s: ;i ;' :.; ;:;: i :< ::i:; : :ii: : ::::: i:::::::;`:a::;:i: r• > :: + x: > i: gY : I Py ::: : ;: : Y: ii : :Y ; ;y . ;: . �.. . ... .... : : ::: : : :... . . . .. ... . : : : : : :: : ...:.... .. ... .. .: . K % MKS%Sdvw..w :. ::i:.. ......... .. ... . . : :•i' :: : : . iiilli .. ./ ...... ........... .. .. .. . ... . . .... . ... .. .. . . . ...... .. ::: ]:.i : , : .. .. .............. ... . .. .. .. .. .. ... . o ' ... • .. ... : ::•xx ...<..•»}a v..•:,,•a`. ....`.. a• .,`!«<aco.•<wxw.aw Ax<ok,Nxww}rA.1 +aisurGabo•:w'iw»xl:iuio.ioihti .< wo�.uooa.�iaor:aiwwogaax<owi. i. • : STORM LINE TRENCH 1 01 232 - 3' F G 50' west of CB #5 4 P-2 1 131.7 121.0 8.8 . 125.0 11.2 96.8 95.0% 02 233 - „ „ 4 F G 30 sout o,.- h.....fC6 #5 a � 134.4 122.7 9.5 98.2 i it 03 234 - 2' F G 120' west of CB #5 il. " ' 135,0 123.0 9.8 " 98.4 1 " 04 235 - 1' F G 250' west of CB #5 1 " 138.3 126.8 9.1 . " 1 " 0 100+ 1 " • 05 236 1 F G 150' east of CB #4i " ' 128.3 . 118.7 8.1 . " I 95.0 " :................_. :..................,.......................-.,.....-................................,......................._,........:........_.........................._........:..................................-................. .....,.................... ................... mlw•:.I:•,•r.>::rv�:rrrG a.'w%4n A:r v'x'.•rh•.V:ry.V;•}:4.VAN>.•::Yr.,•;5<v:.•r:.S:4<!•r+rrrNr.RVW:x•}.<•,Wrx«Vi]aY+N.P!V\•>:5v:•x.x!v'Y..:v vA!V.vx,•r:V,!:<•r::v::<,•.•r:v:rrr+::•aN:.tiv:!•:!,l•.VT:v.r::.:!•,<.!!4:.i::,Vn..!«•Y,•nxvr.<•F,<•Xttv.'ti<Wr#W#. ViiV:v v>r v%<Y .V:P%;<•W:V>:•Y:i!,[RK<•XtiV.+}Y:!ViY:iV.vY>:,VA•x•r:4X4»'i1KW,4%<•x ivxvY.• ..V H •v<NN:<'.i REMARKS: • ELEV.CODE: FG = Finish Grade DENSITY.FTWIFRM ,r; AME: D-T0682A.033 R• 08.11.97 T• 06.12.97 `'(•—;,,f REVIEWED BY: 43' n r-V1-ts AUG. 1SW Ali ED• CONSTRUCTION TESTING LABORATORIES, INC. ISSU a;c 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 "6" REPORT Telephone(206)588-0805 �I 206 588 0 ...:..;?.;n}ir::ii?tiiii::ii`i}.r-i}:ii?:i=?�:-iri:?:i:�::v_:::?•::tii::�iiii}i:!?.:i}:i?;._......."" a.:. .. .. v: v:. :. .;. .. .. .:. ::.:::. ... :: .:rr: r ::. ::. v.: :.::::.v.;:..-....::•:i4:!•i:::.}i:-v..v^:;:..:::a:.v:.:. v.. .:: .. .. v.. .:., ... .. ..... v. .-. .... .. :.. :::xvn.x.::r....:...:r....vx..v:.vvv:._..r.. +'ri;i�:ii�ir-i??:t:?`.ti}}i ... }} .... ... . ... .. .. .:. :. . n .y..- !..: w: .....vy::.:v:::::?:i?}4'':r-+'..:rv:::::.1.::::..:::.':n,?vmr:.-ii}. ,�.......•lf4 .. ,. .. v .. :. .:: .?-i::v..:::Y.:!'i'i.•i:ivv}::.v:�:ri-v.vvr..:....S.,.v:.vr::::::::::. };:ti: .:........................ ....:.v..?....v:............ <.....n'ry.:.v::vvv.....,•...:n::• v:'..�}:•i:4'.ii:9iih.....�:!;:. a:..................... ...-..-... .:.vnv::n::..n..r....rr,iv.!!r.}:ir,•in},:?i.l.}:...:x.•:._{ry:.a-}._:::::r:::r..........r.!:•i:i}i:i}ri!-ii::?::::.�.v:w.iv:v:::. •-.v:: r: -_.. --..... ...........r•.v::.�r.:'::r:4nvv;.:?::..vi•}i?}%:vii4i::.i:":{.v::::::::::::w.v.:v:::::nv::.. n.....r v....:::........ ::r..: Mnwuw v......::::.:.n....n.....,.............nr::.:.....-. .�:.:....... ....v::.v:..............-........ r:.':•}::..ii::::n:vnv.: .......r ....,.rw+w+wwMnwww .ai......v......�v....::::{y:::.vv.::::::::::?:.:::::::.v:::::::x:::u.!::.:?3::?!:vi:?4:?vii::»i:-ii}iii:.:}_?ri•..i/r1vww Client: M.A. Segale, Inc. Date of Inspection: August 8th,1997 Project: Credar Crest Development-� -- Permit No.: N/A P.O.No.: N/A • Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 33 Project No.: T-0682B S^>.F.s:ia.o:§F.}..'.aa zaki s = .s i'+Yu":�r%rw '., new.o.or, r.sri m Frrsmaft w!^-`:mi;r�aw 5:i.C`P' G;�S Erb?s I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 5 each in-place density tests were performed on fill at the west side of MH #7 and #8, as per attached copy of in-place density tests report. • Weather. FAIR Inspector: S.1-iONG/fmd H,vH Nit iC FIELD.FT - FILE NAME F-T06828.033 R-08-11-97 T-08-12-97 Reviewed By: YV . ;cr .... ;1 AUG 1 3 1997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED ,5„•x.55wm5vw,.vwwxxnwxv.vn:v;w,vfx.,v.wwKvxvxxnwxw,55•nn5•w•n:•fw:•:.,•wwx:fxwwx.•.•.nw.w•:5vn•.•.:v.,•x.v..r.:w:.v.::v.v:w555v.w:.v:•v::••w•.r.......,,r..• ,.n5 n.:•5............5.f.n.....5 r...xnxv.v.wv:wwwwxr.5:vnw•r.5.vx.v.x•n•wvxnw.vvxvrrxvrrv.wnwvxfwwwxwrv.vx•vx.v�5xw.wwvx.vfn•fvrnwmvwvfr.v. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 984E "B" REPORT Tel. 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'.. ::: ::::. ivn i. :} >:' .:.ii :•}}.^ ": ;i. ::. .' ..:. •.::::::::.:•.:::::Yi'.:> :::::. i.�:J::i:.i:.:::::.i::i:::.::.:.:J ..: .:�::>::i}):{.::{i; :v:::::.�::::::.::::::::::::::::. :..........................................................................:.:................. xSVv:•iii::�.ii: � 'r::�:�ii:i v::: ::�:ti.i:^::{:•::i:;'{i:�i::;i :}: y:;i:�;:j :;: Y�i: ::.��'�':+.i�i:;ii:;::;::�::?:iii:i:?v�: ::::<:i:::::;:;:;i::i::i�i:�iiiiiiiiii.�:<�:<�ii�iiiiil�:i::!�;i:;: ;i:�:i�i�:� i':iS'}}::;::ij�}i:::i}:i(ivi::i}i�i;'iiii:?: i:::;i::::�:C�iii::i:i:;:;:tiv:::•,:;:}<::i:::i}i:�:�i:iiti�:�:vti�i�jiiii:�:::�}:!':^:ti:{i:L':1'•:'i�'Jiii i:::: • VV,h NxYh Ni,\W.h\\W>. .V}AV,\\WX5V1:vr%.•x:.55.hh.,S.n:T::...:Vf.•.:P.vh:v\...5f h.. V. :.....:.v.v:... n•.........5:.:.••.:. ..........n. • .... ... .. ... ... .. .. .. .. .:.:::.:::::::: .::v.::v:::::.v::.:.is v}:::: ::.�:.::::..;...:. � ...............• .�.:......• ...�...n.,...:........r.,.v .....•T...:.•.xr},,..:w•.V:nw.:•::nS••4.Rv.V.vn:N}rhv.V.�.:S:V:>:nv.v}:.:V:Rrn:•}>:}.V.Vivx}>.v:5ti>N:VN:•N:W%V:V:VY}>:V::Y:V}}:Vti}}}}Y:Y}:4:V:lV}yy>}:V:V})}%OiTi>:� CLIENT: M.A. Segale, Inc. DATE: August 8th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682-B REPORT NO.: 33 PERMIT NO.: N/A . 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' . :•..:.:: :i::::: :. : i:. .. . .::i::::.::.:.: ::.isi.i::.::::'::.::::i:: . . . : . : ::.::': :.::i:::: : : . :. :ritY: ..� :II ��M.......CtV.. ... a . .. ...... .. . ....... ... . .. . .... .. ........ ... . . . .. .. . ... .. .. . . ...... . . . .. .... .... ...... . ... . yP»AxxwR•hM,iaC,VA`NRWY/.s•.N.M}.w.».>hq.>: V ,:•Y' .. ., ,.. .......•...•vv' r'.:�i,<:ii 4:...i.};::v :;••.i:�:•:':v�:�::••.::�:.,,.;.....:.....,..:....... 6fJ............:.�.;w:.;::•::::::::::::•:;:•n:w:::T::::::i.:;}.�::.i;:::•i:{:9.:::iiiiiji :t�i::};.::,.i•::::::.::::::.�:::. \ w:Y✓. wPRKKS\.{KP%•YKVRhPh.Whw%K•:KS......5,1.A..n.�..M....S..hn...K.n Y.•.. ..h.}>::..:A.a:..Thf.V,:v,>},:V.Y.•:.P:.S:::'•.;•!r\}>.•YN}}A,VJP:riP..NYiVA�p:S}xqV,v.V}YY>RNVh}N.Mt•Y.4:VN�.'OK>0.q}fWX:q•Y>T>}.KV{KP .PCVx:tw:PVyr:Vli,{,S,:,wq,�'ihij;:y'pjy{p�gX ;WEST SIDE OFMH #land #8 FF$ ..................... o 1 01 237 - 3' F G 50' west of MH #6 P-4 127.0 111.6 13.8 115.8 15.7 • 96.4 90.0% 02 238 • - 5' F G 150' SW of MH #7 " 124.7 109 0 1 4 4 94.1 03 239 30' west of MH #7 1 " 1 126.5 110.7 14.3 " I " 95.6 ( 04 240 ' - 8' F G 150' NE of MH #7 " 124.8 i 110.6 12.8 I 95.5 II 05 241 - 4' FG 40' SW of MH #8 • 124.3 108.7 14.3 " , 93.9 " I ......,............... ................................__.....,...,,.._.._,.._........,........,.....,...,..,....,............_,...._...,w.........-..........,......,.......,,......,......,..............,.....,..,........,............ t i IONF } RIMS h l k I.................................................................................................................... ..... I........................ 1 : v.:.5..\ P1 1... ..r.r..., ...•v." ,:, :rr.:.r....}:vv.+nV.v:}:>}}}f.KK^:A•%5•}:4}.•hP:P:V.n..>.:..w........v:5•:w......i....n..n......:.........:..........•.............w.h....}}.Yw fT.:Cnr%•.h4 h:Y.v 4:nV.'VY>h'wW\SVO.:T}A.Vx%tiP%V%V.W:T:v:SUKV};.:�XS<w%•M'K•T}hltiv'tVn'SVP:S:J%KKKKV.V}.'rwK•.K:4Yw'•xKV%KV:tiK.IT%•%�%wK\XKKv,V!.W%KV% REMARKS: ELEV.CODE: FG = Finish Grade rz: DENSITY.FTW/FRM :. NAME: D.T0682B 033 R- 08.11-97 T T. 06.12-97 ' REVIEWED BY Akif : l REPORT • • AUG 1 41997 A CONSTRUCTION TESTING LABORATORIES, INC. ISSUED - 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206)588-0805 "A" REPORT `i: . . ... p:. . ., .F�. '. :::. :j:Div .. .... •i :!ii{i ?�~:=ti�::�!::?iii}::l::>;:;i:ii?:v':;:i::j}ioti?~.\! : ,.. :Y.�::''s is Client: M.A. Segale, Inc. Date of Inspection: August 11,1997 Project: Credar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 34 Project No.: T-0682A xc.:.ce xvuaxe�org?�c�carrerw<•x mxwrrorowr«a-acsavxon o zoo ap goy»eawxw cce wo oc — �Qoyoe awc rnamax«c« = y I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 5 each in-place density tests were performed on storm line trench between CB#4 and CB#5, as per attached copy of in-place density tests report. Weather: FAIR Inspector: S.HONG/fmd Reviewed By: FlELD.FTW- FILE NAME F-T0682A.034 R-08-12-97 T-08-13-97 �y fin•�� . . REPOF CONSTRUCTION TESTING LABORATORIES, INC AUG 1 3 1997 10111 South Tacoma Way, 1 - , acoma, WA 98499 "A" REPORT • Tel. No. (206) 588-0805/Fax No. (206)588-0928 r::7,r,..'.7'=ZrrT::M.':•7r.i.n.mmn7:m7:.rmrr77nnm ..!.:.•77.:n:m,:TrT:7::mm:: , ,lr,•:n::F?:T777::f,T7:77:7p:•77trn7mn,:tnmM:'::MT:TIV?M:r..:M:"..M:? !M!:TMM7:TfMtf:'g:!'ni,'::M.tiT":M!tnMliMV:'.7 IN;PLACR.DENSITrTEST::iiREpoRraniiii!;ii,::igig.;::iit:;!i.!:;$!mi:N::l:::Bmmioi;i::uigoimim$ig.mmiimii.;ii.iii::imi.::mig:j.mmmoiiiii;immiiii::iggniggmoig::!iiiti;igiiiimmii:iimii;:iii::iui k„f4ia:i . .,i,,,,,::,,,,,i;.::::: ;.:.:,.,::,i,,,,,,,,,,,k,,,, ,,,,,ik.,,.:.,,,,,a:iiiiui:i;;:„i;ii:.,i:i,]i,.i;i,;:,:.;:;.g:ziii;;26,:;;i,:i;ii„!;;:.:.!,iz:ig;iiii;iii;iiii.:,::iziii..:;j;jizgio;iii:u...a:i;.gi.;E:.i;iii;iu:.;]iai:;ai.ipi;i':;Rii.iva;o.i.::;i;f.:gaiji:R.: :iigi:i:::iixi.ig;.;i;;iaiRk:o, CLIENT: M.A. Segale, Inc. DATE: August 11th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 34 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.o.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 , :,,.::..:-...::::::: :-::.,,:.::‘,:.;,.f..: ::: ..,..,::,i;.,:::, .:;.::; ::::- . :::: ,:ylg.!.r7Rt.. . . :?:rowm;w.mm.F.m.wFpmt.r:..mrrm-mpmr.,.. .F:ogvAomwgmm,..rNi.r„.irmr:...:.::pp-::m,..mvmmi faiiiii,iiiiiiiiiiniiiiiigniiiiiiiiinek:TaiiiiiiiiiiiiiiiiMi'!iiiiiiiIiiiiHREIginiiiiiiiiiiigniiiiiiiiiiiiiiiiinil:;:iViiiiiiiiiii.:iii$EilinniiMacod.otIMPIRETAVZ IIIIi.iiiwilibliigaugda$91.4\fiti.44iiireiglimildevii LOCATION lainiffaiNiMainit etti1tViE4R:MitAISIERMATE;VadigiMitiltleiNVTiTiOPTIMUM:grAMPA'ifiii0liN .::.:.:::.:.:.... ::::: .::.ii:f:::*.:*,.:*iimiii.: ::; 2::::::,-. ;:iiii:ii.:2.M.,:i:i.: Ng:.::.:::::]-:.!]iniii::?:IINYVirgq:P:::;i:::Dn.V.M.::.-.2!.i.!::!•inii..:iO4:.t:01'.: WATB.A5V,K.4Attgi gittilge:::ii f:::;:t:Siria MMii2.2i.':iiViU.agar::.;Ua:gigagia:]:::iiiiii].MSPEEMESSMERii]MiiiiiiginigaigillEiiiiiiiitailigilienaliiiitidelii.innanatillidliffittiiiPMAiliiibi'si:42Paal• i • 1 STORM LINE TRENCH BEWTEEN . 1 * CB #4 and CB #5 1 1 ' k 0 1 242 I F G 200' east of CB #4 P-2 i !. "' .1 02 243 , ., 250' east of CB #4 " 132.9 123.8 7.4 ., Ill i 99.1 1 t : i 03 244 • II . 130' west of CB #5 .1 " 131.8 121.5 8.5 : " • ,, 97.2 1 " i l . i, " : 95.0 I " 04 245 ' !70' west of CB #5 f " 1 126.7 118.7 6.7 i " ; 1 05 246 I, 60' south of CB #5 1 " 1 130.2 119.6 8.9 . ,, " :: 95.6 .. .. .. , _ 1 1 , . . • ',. . z: I : , roNEaRms ,.. REMARKS: ' ELEV.CODE: FG = Finish Grade • DEIISITY.FTW/FRM ..•• .AmE: D.T0682A.034 R- 08.12.97 T• 08-12-97 ,..-' REVIEWED BY: I-MI-'Uhi 1 - AUG 1 41997 ill-A CONSTRUCTION TESTING LABORATORIES, INC. ISSUED e 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206)588-0805 "B" REPORT Facsimile 206 588 0928 p. Eu: Y: .. ......: Client: M.A. Segale, Inc. Date of Inspection: August 11,1997 Project: Credar Crest Development Permit No.: N/A P.O.No.: N/A • Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 34 Project No.: T-0682B I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 6 each in-place density tests were performed on the fill between MH #9 and 3 cell ponds, as per attached copy of in-place density tests report. Weather: FAIR Inspector: S.HONG/fmd FIELD.FTW- RLE NAME: F-T06828.034 R-08-12-97 T- 08-13-97 Reviewed By 4IIG 1 3 199 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED .u...,.nuu n.r.vn,wx.wxr:.v.v:r.xvrrn•.vrnw.•.,w:xx:n•.vr:.vxx.vnw:::.•.:•.v.u:::•.vr.•::.w.::•x.,•.w:.vrx:.v.,v,:.uvx..•:::::x:..:•.:•.:•::::w:::.................,...:.:.........: :..n::.....,.:n.:.:..:.,..:....w,:.:•:,w.,•..uu:x:v.vmuvxx:Lu,v.w.v.,,vrfw:vv.•:.:vuvwnvnvnvrnw,,,:wnwnv.L,:LL:Lvnw.v,:�vxuv.wrxwnv.vn•.vxxnw 10111 South Tacoma Way, Suite D-7, Tacoma, WA 984! "B" REPORT _ p.Kv,Tx:.:w:CVw„M�hwa .ww.Y'+Y.Wrh.:xYw'•v.•Y>YYYrw,1'K.RKvx•xhKY:Yxntyxu}'w.!!'NttWY::V:[v+.tKw:w.tKY.K[:'KKRvxexY.wKK.xv.........•. '......vv..r.. ..•.............. ... ... •. Tel, I No. (206) 588 0805/Fax No. (206) 588-09' ................................ ................. .L:.\.a..N.v..:........:..x,.K..J..,.f:...4...r:.::r:.....v..r......r .•.. •••..vn..• .... .... .. ........ � SLLK+wY.WxKvrX•.:LV ...•:::.�:�:::::::::::.:::::v:v:::•::::•i:•::�+{•::::{!J•i'{::::::::::•::.ii_.i:.i:ii;:{viF i:.:i;:.;;•:v:::::.{�:�:i::•::�.�:iii::•isvv:v:::.::.v:::::::............................................... ................. ........... xL•:vxv.nLK ,<a:L ........ ::. .......... .: ...................... ...:...::::::n:..................................::.::::::v;....................................::.::�:�::.:.::;...............................:..:•:.:::.v:::;.................................}?NC.....I!!•!itLLA`it;OKLYAiV:Y(•>ACY:dxArnC.Y%Y.LLY.Y:K•Y}A�!Sv. LL ::::TT::. 4 ::: i:'' ':; :::::: i:::. : :::.. :::.. ::i:T:: ::. : :i: i::: r� .:: t:Y: :: '::` :'::': .:::i'`':::St: .: %ci :r : >::>::::<::3 ,•':: ::::::::: ii:?:i sit:3: •r::?`:?:i3:::;:5:<t: :':: :::rSi::'r'::3`:`i::::?::: #:i::F#:'+.< ;:y:;:::;;`<:Si::<::::S::s`:'t::: :::::s::2:::::::>::: PLACE.D .. .. ... . . .. ...:. ..:...:: ... . . . . . .............:.:..:... .................................... .:....... .... .... ................................:.iliii........................................... x,Vb'>.W\\)v;��., .:�:.�;v:::.�:::ii}ii:•::iii:;i:i:;::is ?:;:i::i� ::C;:v:;:i'�: !f;:�:<:i iji:v:+:�iii:L i:v �:t�i:ii�iiii:2?:;?::i�:;:;: ; i:�:� ': .ii :.': �`i]':is Jiii:?:ii:':�:�::;i:i:�:�ii:: iii i:�:::i ii:�i: t�iiii i�ii�iii::::;i:y::;::�i:;:is j:i?:�:�i:�iii:i:{•:•jiii:S i'r:i�:}ij:ti<:•,:i:4:i:i:>:Ji'T��$:•:>.�ii:{ti:n}:�i:v<�i:•:{:i:ti(:i ii�:�'::L<�Y}i•::i}ii:T:i:i$i?i r.. .>. }YJWh\V,v. »?.`}nKL.,,:.•.•r.:Y ....v. >fl.:>n'•nY:N>hV,..v.:...,::...v......:...v::............. • .. .:. •.::.� .....: .......... .................. ........ ...:...:::.: ,.Y.x.,hk...,.,:....v...:.................:•.:'.Y.• n.....•....••......v...;.... ....�...:::.:•v::........v;:::..:::v••::;....;•;...................:.:::::::..:�:::::::::::::::::::::::..,•.........:....::v::•::::::::::•.�::.w:.xw:.•:w:::Y:T:.:..n...h.,:.....h...v.:,xvhvv::hnx:hYY.N•Yl\VJ�V::.•:.:'•>ntt:Y}.x,k'YiJ.{v}}:KV:•>:Y:Y:' � •' }}:V:iK'.�Y�'>:V>%Wi:V:V�W:NViV;'VN>TV.V�VL, CLIENT: M.A. Segale, Inc. DATE: August 11th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 34 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 •.!... �. ...�.Cvn K:)0X:.:.n.Ar.:u/. .r...r yyp,�p,,p.. ,.. 'Rv. .. .:.li::,;^:::K• }.:•{...vr•:.•"i .:YT:',x• KKI v: :•:1. , ............. .. ........................... .............. ............ ...... .g.�:KYi.:KA.:.v}.........h•.....nv:•:..::..v.::•:r}T:•..:::::,:: :.rr..:...{};Y,S,::.�:Tr.;2.r... '3}'.?{2....5..0: .. YfF ...... .................... ......... ................... .......... ....................................... ............ ,..............,./,..n n.., , ...........:........ SYi,v ..�5'R!d'�X+SFF.�Kx`•.Y?H�C•!4:M> ................... ... ......................... .. ... ............................... ..................... ........... ... .................................... ./i.:{,.:.....•:#,.:..::.,::{•.vh...::r. .;!F,}}#: .•k+7:Qi;L: }f^v}4}Sv............. .................. ................................. ..................................... .. .......................... ... ...................................... ... .. .a.,....::�•.:uY.{.,+•s4::,hY-•m.'.'.al•3��i'tl'... �iY9 :::>::i:: :::;::r::::::::2�::::r: ::::;�:i::i::::::%;:;:Y::�::;:>�::::::>:::::::: ::::: ::: isifSi::::::: >::; ::::::?::%: 3::i:::::::: :::i:::::::2::::: ::>:::::::.;;::�>:::::::::>:::::;R?;;:� %:: ..::}.:{.::.::::.�::..�::::.�:::.�:.::.�::: :.::::;x":.. �! .::......:...:::: ::::::.�:::::::: :::::•:.v:::::::::.•;.....:., .......::: ::..::::.....::.. .: :;}:::: ::::3::;:�;:::�;' :%;: �i: :;:::;f:;:>:%::?:::::::::?�:'t?+2::::::::::::::`:: :`•::> s�S::;:#$:::::'<::::i:' S3f:2:S;::%t:: ::::: ::::::? ;:%;:;:;;:::' :`2::: :: :::: i: :::2tt:is :::iy: :`:::::::::;<::>`::::`::.:�:.:::;;::;:.:.>::::::{•}:>;:�•!,:: ; •�yy gli ...................... ... . ..... ...................... ..:.... .. .. ..... ... .. . .. ..1�.. ........PACT... Sii .... .... . .. . .......... ......... .............. :::. ..:.. :{::}::T:.;:KK.}>:. .:..:-:::.:.;:.:.»:<<:::>:«<:»<::: <:>::;,::<:.: .::. . KKK.}:.<}:{: ., ::: :.:;{T:.:�T:.:�:.};}::>:.: .A,V{A\'VPFMK9o.Lt9XKLC,VaC,(VS•..<W/MV Y.SIX.YnY>:.YWA%•N%RVf F"W VM.C,LKVk:YN'r:•K•:'!tiYk•'lrY�}.i.•:..v.v:v.r..v: �.r�r:..ry v.......v.. •...... .. .......... ............ ... ...........................................................:.:v1 Tr ...Y...n..,...:..•.T\,.,,<....:.*....:..:.!!V.f.x:f..::>:R:xvY:JJ.v,h•.a•Y.•.Lv:.Y / Y'•x :.K•h7•.V};K,\'KWN}:y:K•ttLY:O:KM!vY�g4t4iG9>X•L4••"Y'•R•%V.Y:C.CKKK4'NAfV:.VYVVf�iMV(W�:Vi.+fIX,'�•pC4CYipU<V:iO>.p BETWEEN MH#9 and #3 CELL POND I L 01 247 F G 120' NW of MH #9 P-4 ; ! D 124.6 109.9 13.3 115.8 . 15.7 : 94.9 . 90.0/D 02 248 50' North of MH #9 • 123.6 1101 � 12.3 95.1 03 249 ii :80' North of MH #9 # " x 124.3 110.2 12.8 " ! II • 96.4 • II 04 250 150' NE of MH #9 1 " i 125.'6 111.6 1 12.6 " I It "96.4 05 251 200' East of MH #9 126.8 112.2 • 13.0 96.9 " 06 252 250' NE of MH 39 124.9 111.6 • 11.9 " i " 1 1 I • I t t I ONF t. RMS n•h..w n.v.,,:uwvw.uL.:.uu.,..,a,..,Y.a.u:w.w..::aKh•.,L:v.:.w•nu.x.wu,.v..u.h.w.rm,.u,wh.Yrxv.w.x.Yn..,r;r.Y:.xn>:.....x..+..:........n.......x.,.•.f..r.n.n'.�•�'......,... L.x..v.:.n•,.:.,:u n,.x•,u YY:•xv:Ynwraaw:r..Y.wxvYY+v acs•r.Yri xrrarnv}rxvxvw:wrwaw,; -cv.c,yM-e s};LwrcrLXwx•x %wrnc M K ww�; REMARKS: • ELEV.CODE: FG = Finish Grade • 1 ~ DENSITY.FTWiFRM r •H NAME: D-70682E1.034 R• 08.12.97 T• 08-12-97 ._;••` REVIEWED BY: .. 'K1•; '} - `Sv,) • AUG 1 4 1997 • . ISSUED I-11 CONSTRUCTION TESTING LABORATORIES, INC. • , c 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206)588-0805 "B" REPORT F imil 206 588-0928 ,...... ...v,.:...4}::.vi:rv.:ry}_.ii:•;.;:4:?.:-:4?}::r::::.::^?:v:._:.::.?•'r::i::•?J::-J:.r..:::.:: .:::::,.::.. ........... .?.::::::::::•::::::•i?}i'.vn}::..r............................. :.......:. a::. .. .. .... ... .. : :v• :. .: ._ .. ..:•:4vv:4:{s•.:::?4:4}JF.•?iJi%{.:tY.•::rvv.....vr.v:::::r:J•:fi::r:::•::rv:::.tv.�.:.:r....xx:?:..v.:::::.w:w............ yr•.r{.•;:':n}y'-?:i:•}-nt::�i'r'•iY:.-:•X:':?:.�?}?-;}iiir ' .../.tJ:.4N.-:n.vr... .rtirr..r::..:-::.� vKJ: ::?: ;. .-�'_�..:.y. ;•i? ::,:-., .'.:. :i? `'� _ :^jig r:?i}: 4} ..��fi4 }:Y4j:J.,;.Y:::iiiY::tii'riji?:i i?i�! r:i�..-�. �. ��'�'-'•. .... •.}:.i,::r�..is:::::::i?'�i i:4{?:i;ri?�'•'.r.-vvvi:.i:':^:;•?�:;i:::•n. plc: .� ............................,::....n.:._.:r::t:-?Y.Y.':?•:'.':f•}•:•:4?..:...r.rvv:::::.F:::•.:w::.}rxi.:!•:i$J}J? :';:•}}i:�}::.?y:?J?';:r?r.�:n_:::::::::•-.....:..::•:�:^:•}}?:?.J}?JJ}Y•??'r:�•:.�.... :. F.........................\..........,.......:....:::::n�:::::v:?v::::.vw.�::J.v:::::.......::.:Yv:.::?vt•::ivr......::r.'•::4:..:..........U:.v:::::::v::::.�:?:::•:::::::}:4:{:?:::.�..�::n..r..n..v:..... .:r...:;n.............' ..................................................-............,......v.v.r\..........:t.:........v........n............. .....n.::::::::::.:•......:.::w::::n�'?;;??OJJ:4J}J::i:::riJ:r•J:::::::}w:::r}:......::::.::�:nv:..:,:v:::::::::n........ .....-......a-::::::::::v;?.::::.;-::•..;;.}?'.i:-Y?!?•Y?;::;.}v:\4:-:='iv?J?::�Ji:Y Client: M.A. Segale, Inc. Date of Inspection: August 12, 1997 Project: Credar Crest Development _ - _ - Permit No.: -- -W N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract•No. NA/ Contractor: Client _ -- _ —vReport No.: 35 Project No.: T-0682 M I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. I performed 6 each in-place density tests on fill at the West area of MH#6 thru #8 as per attached copy of in-place density test report. 9G cgy u (11 Weather: Fair —— Inspector: S.HONG/sg • Reviewed By: FIELD.FTW- FILE NAME: F-TO682b.O35 R-8-13-97 . T-8-13-97 'I}--- ,- CONSTR UCTION -TESTING LABORATORIES, INC. AUG 2-2 1997 :I-----' - *W"Weeer.V.W.V.W.W.V.W., "B" REPORT Tel. No. (206) 588-0805/Fax No. (206) 588-092, P."..... . . 7ZZ7=;Zg=7; : ::WZ:Z:::.:..:::::'''':::' .::'::::::%::::::;.'::::: :.'::'1:7':".: .:',:';:"","';:,"':i.,'"""";;;::'7,"'i.'::.:'.':'::*::'::i:i:i::,i..:::,i,ii,if,:i:i'..>:i,:*:.::.ii:i:i.::.if:ii:i::ii:]]ii;':.:i.:i.;:-:g:i:::Mi:i:iiinNif:ii:::ii!imimi:i:!i:iii::,..;IY-:gii::.1]i.:1igiiiiiiini-:i.;::m;:iii:.::;i':iommiEiiiiiiiiigiiiiR::iji:: . . ' '..... ..'"' '''......'..*.......... DENSITY; .-iE6r".- ...ii,::,-:::.::,":.,:,,,:,:.:-.::.,::-:.,.:..:,..,:,,,,,,,,,,,,,,,,,:::::,:""i...,::*.:::i"ik::::.:::K,:i:i::]::ii*:*]:.:*:,...:.:*:: :.:::::,::::i,:::*i:i*i*iii:iiii:i:miiiiii:iiiii:e..igiiiiim:::*::miiiiimiiiiiiiii:iiiiiiii!:i.:ii.:iiii:iiiniiiii::::i:i*ii:i:m.::::iii:iii:i:::iimoiiiiiiii,..:.:i:i::iii:ii:i:::::oi: iPirliA.:43Ei:ii : i:.: . :.::..,:... ...,REPORT CLIENT: M.A. Segale, Inc. DATE: August 12th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682-B REPORT NO.: 35 . PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.No.: N/A ....._____................._,..... CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD:.ASTM D-2922 ...;,..s.m.„...:,.....m.s.„:„..„...„.......,..., MAXIMUM DENSITY TEST METHOD:AmSTM D-1557 . .wwwitam ..•:aiiiii: .:.ii.i;;.;';i5ii'iiiilii:::•:ii;.ii.::::: ..:::i:•:i:::gi•ii':i'iiiiMi'iiaii.:::::',::iiii:.:.:;. . . ' iii..i:•;.:i•igiZg."4:::.:iiAiiii:ell•:•;:e.::: •V: ::: : . : rittaDENSITX .:.i.:.:..i....:.:.:..ki.:.i.i.....i.:.......i..i::.:.:..::4::::.,.....,.. .....•..4:i.F..i•i;:im.:::iiiiiu::::iiiin*i:igi*.::::i* • ::*:::t,.,, ,,,,...:...:.*:ii0:•:.46.': :::i:i*"::::::e6:14.fio i:iiii::.!.::.;:ii*w:::i*...::.:.,,iii] ksp,TINItym .]:•„'"':',,,:::.' '-i.:ili.: :::;:,,t.:',,'::i'Yosi:',,, i... ELEVATION : :.iii.ii:-.:!.:Y..,::::.:::.::i:ii..:0,: inti.t. .A.<2,,A>:k.n./4Atiiiiiiiiiio,iiii:::!ii.:i:::.i!::i::iii?,i.:.:*iiii.::.ii,.,.,..k.i :v: .1::: :,::i:::,:iiiii :: . .: ..i: ..:.....:taTi::: ii:.ii:ii:::i:::ii*::i*i:xii:iiiiiii;:iiiii,..iminii:iiii:ii:::iii.Aii:iir:ii Iiii:c9M.:.•.:ii i.,i4ti::: miiii,.:: . .-Kt6M:1.i.iii.i.g.,lig*iiii.oi:i:ii:oliiljNyiiiiiiiiiiii iiiiiiimmgaii.agteginipwictsw% !iii.i..::40: ;..il gi*Ii»:k!imii,; p.iinsigitagaggi .g5Ap.„mkg THE WEST AREA OF MH #5 THRU 8 1 01 255 - 3' F G 80' North from MH #6 .' P-4 127.8 112.4 13.7 115.8 15.7 97.1 ;.. 90.0% ' 02 256 - 4' F G 100' NW from MH #6 „ . : : 126.7 113.6 11.5 ,, " 98.1 03 257 - 3' F G 30' South from MH #7 • " : 125.6 112.0 12.1 :: 11 ,, 96.7 . . 04 258 - 3' F G 60' North from MH #7 • „ 126.0 113.0 11.5 ,, ,. 97.6 n : 05 259 F G 80' North from MH #8 i " 1 125.7 108.4 16.0 " 93.6 " 06 260 •• 2' F G. 40' West from MH #8 1. " 126.8 111.2 14.0 '-. " " :, 96.0 11 ... •0 NE I RM.! ,;.- 5 ' • .•.,8ii,;,'Cil sp A... • . . ,„. 1 •i'' . ,4. i t 1 .REMARKS: ELEV.CODE: FG = Finish Grade 7.outirio -...,. --—.Q.,.....ra . ..._.... .. ._.. i 1 ...'..;.J .. _. . DENsrry.FTwirRM ( NAME: 0-T0682E3.035 R• 08.13.97 T- 08.15-97 F REVIEWED BY: 1/ 114% itsoi,, . ..,.. • AUG 1 9 1997 ED TA CONSTRUCTION TESTING LABORATORIES, INC. ISSU 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 ' Telephone(206) 588-0805 "A" REPORT Facsimile(206) 588-0928 '+iLv'v�:AsJi}::!:{-itirYtiYv:�Y>:'�:v::,{Yir:�.}•.^r 4i};{iviii}+r:tivY:' '-{-l.'•ii}>i'-v 1...:'':i: .}isv}}}Y?'..v{i�Yl:i:}}•?:.nr.::.-v=::•::::.•r: a-}:{.Y?:;::':. .,-:.<{yc:'Y:Rhi-?:?:r,-•;,:•.•:?a.:a:;i{p;;:}r'.{.i.k:{-:u:-::-?Yw: -:k'.:::r•.'•:::::::;.,....;.r.:t:.,•,..;..,..•.:,., .E v.:..,,t.{.....,�::-:rr:-Y;:;{-:?ro:{•::';{:::.:::..�::r: ..::.... ..... .:... . .............. ....,..:::::::::}}r.{a•:.�,:.:..:.•.�,.-:r�:r.:y:r;.:•r...,:..:•::..•-r:,_:::.:.:rr::.}.......�?::::.::9::.?:.Y?:>;u{.,•.Y,•.:r:...,,- :t: .:�.; ..n..{{..?.{,::{-::.;-.,-:.{-:.a.:•:.�:::�:::::r::!:w?:;•:.,::.}:-.{-:i::{{.;:::::.+,•Y':<::x-..:4`:;:i ::<=:'.4r"�.::t::}a:c•::•?>:-.Y?Y:.? ... ::: :. .. .... r. ::.. .:. .: .:v .. }?: is :�. .:.: � :4�: ...f..,.. .. ...: .: :.:;:tip:•::"Yi.}:-:{%4iii{r:: ?ii - `{}e{r{=::ivi'>iyii:{i{{Ln'}i:•:.$;::.:•iC::i.}Y: ............. { ..rVI. "" •. :. ?._.;: :..:, ... ., '-: :.-: {:y; }f{:;:L:;itji{-:Y::'ria}y::�:i:_?~-}':v n.vn:.,.;,.;�::/i:::Y::n^%•. ..:::::.:......... :.v:: :... nllllt�� •' is .J..x....x.... r.},v r. :_.Y:::::::-::: :....:........... '"',. ..:.- r{.?:::•'i..:rY.i{{:i.•Y riit?i}i:{{.i?+?:{.:i:v.r.. {v.v.vi^?:::nv::::::.:,n�::::.r�/.n•...t.;y::..-.:.::n::::...�.::r.:•:v:;::.v:v:v::::::.......... .v:..r. .......v:.................. .. r..:.. ..:.. , v 1 Client: M.A. Segale, Inc. Date of Inspection: August 13, 1997 Project: Credar Crest Development Permit No.: - N/A P.O. No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A µ~ Contract No. NA/ Contractor: Client Report No.: 36 Project No.: T-0682 EMAIMi ealtRakX Afsleg 'x`"slr. u ; grssu t-<a24 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. I performed 4 each in-place density tests on trench (15" 0) storm line between CB #A to CB #C at various depths as per attached copy if in-place density test report. Weather: Fair Inspector: S.HONG/sg Reviewed B . FlELD.FTW- FILE NANtE: F-T0682.036 It-8-14-97 'r-$-1� y�g] \,.0Nak REPORT . CO1V 3 7?UCTION TESTING LABORA TORT AUG 1 9 1997 xnwnx,t.,,KK�x„aKM1,KKx.K,KK..xy KxxWMKK.YXMKYMK ES, INC. , Y.M1•nxKK,tv%,v.•.W:::.vx•.:•J.v.vxx•.:M1'•v.xvvJn„xv,':nW.KtvtW,x:•J.WXMxx,:LvnY.x•Jfx•.YAKIVMK•/µx�yN,yN,yy,�.MyM1y,NYfMt,YM,•yN 10111 South Tacom , W- 984 "A" REPORT D-7, Tacoma, WA 984: :............ Tel. No. 58 8-0805/Fax Kva:.,*•.%w%wn%Ka, 'K (206) '::•w:•.:i�'.;:i'::i•i'i;::;:::•;: i:�:;:isisisi::.::::�:�::�::�: :J.,wtv:.ativ,.•.•%!.•.tV,tixY.ti}!:.............JIwtiY.•.•.tY%•Kvt' 0805/Fax No. (206) 588-09; i'::;..:. .:. ':. ::: .,>':.: .' ..:.::. :. is .:.: :. .: a•J.oa,auau .::........... ...1{...��. ::: .: .... :... .. ... ..... :. ..: ......:..:.::............:.. ..... .:.:. :.............:.:::::....... . : ::............ :::..............:.. :.............:::......:.....:. :...............::..�..:...........wawrvMwac•MvffN.aKK. , ..,.............. ...:::..:...::�:: ::::.�. >:n:c:::�:::�:i: :'::':�s:•:�>::::�ii`�:�>ii:2�i;?:>;;�:if <%::::�i:i::�:�:::::<:�:::'L•>:�ia:::;:ii:;:i:;i<;i:•::}:•:J:;:•ii::d::;;.>::i:.>:•}:::>'::ii:::•>:•:•:t: �::�:$:{:ii:ii::iii;:ti:5ii:�:::;::::•>:•}}:.'•>.`•i::k::>:�:t�•::•:a:::::�::�:� :•::•>::<\'•N.VCA\V%M AV.KMY.\\HI MVAVT.VA4'oIk .. .�..�. .:.......:...: .. ... .. ....... ................ ...........:. .............. .............. ................ ......\`%V.tiYNN.N\,nl\:Y..,;�..L.�':.�:�:.;:.;;;:.;� {:.::;!n•.:i�::..�::.:::�:::: ::.!:::.�.�:::::�iii•:::::.v::::.: :?:.::::::.:........ . ......... ........ ...... ... .......... ............,.v...JIJn\N.\•n„v}\\•.V.•M1Ykt '. .. :....:...:..:.....:::::::.v::::::::::.: ::.:::v:::::.;:.:: :::::::::::::..v:.:.:::.v.v:}::::::.v.v::v:x};:..:.:.:::.v:::.:.t.v:: ::::.�::::..:..::: 1h,\1N.Wl.VN.\\t\1\ViP\\QV.t\i<WY%V•VN.kWi,\\\VJM1VVi V.V.\\h�•••':•.•v:::•;••:::::::::•4::•4:{J•J:i::•:•i:ii:C`viii`}ii:ij:::rS$':,'v'::::iJtit!? :S::::::y::::^i i>::i::::<i?::i'•::? CLIENT: M.A. Se ale Inc. � �, .............:':::::...:.::..:• :.: Segale, August 13th 1997 "`�" �'1 PROJECT: Cedar Crest Development 9 � PAGE: 1 OF 1 PROJECT NO.: T-0682-A REPORT NO.: 36' • 'PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A ................................................................................... CONTRACTOR: Client _. .....,............................................. TECHNICIAN: S.HONG/fmd IN PLACE DENSITY TEST METHOD: ASTM D-2922 .....:..... \ Jv. .. �.�:. �.. �a•\aRiG•�}�,`i'��i�:lta.•�.t\YI;YJ„�`,`,i,W:S>.:�sa�'(:XX;�•• MAXIMUM DENSITY TEST METHOD:ASTM D-1557 ' �:ii:::: ...:......:..:ti:2±:ii�:iiiiii::::::::i:?Yii�:::::'r'r::: :i::+:>:':::::::::'r:: ;:;:: i}::i::i ii� ` : Y: :::::i:::i:;: ii:i�;:;:;:;::\:::::::•{...:•'•i::::;:'::;(:'::i:i>i':::?:;;::i'�i?:::+i: .' :'i::i;:;i:;:iii:::L:::ii:iii : :::ii: s:iii:ti ...;, ::{::: ':::i::o.; .. :� :.:�:::h > i:!'•:c:••::s:isi:c:i::•:J;+,cvc'::.}iiii}si::c:;:::::�s:c;:ii>i::;;•; >:.c:ciJ:i;i::i::.:'::.:}:::vs;.:i::•ssv.�::::.::!:•:i::.::::.::>.'.i: ::::•.;'::. s:' is?.,i. ..�.�>i::.i:c: .. .. *F ....... n1 ... ..... .......... ::..........:.. .....�..!.....�::.... ........:::..............:::.::.............::::.:............:.:::.................::. ........ .... . ...........:.� .. .. ::.... }•� .. :.........:,:m.ott4::.:m ii,.c.f.-Amisi;:.::: .. r. . is '::i pis:::i+. 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'.:r.:::::::'t::::"::o>:i:::::iiy;:::>:::::t; i::`<::;:;•:y::�;>:.:.::;a>::<::i::::::;.;:;.::.:::: :<ai: ;>:;:;:i:...ii::lIAl�.:.:::: .::...................... ............ ....:::. :.:�.::. .: .. :::: .....era .. ..... .......... ......... .....:.:::.:........:::::::.:.�.:........::::.::::::........::::::.�.:........:::...::. ..: '.:. ;::.}:.::. : . :.: :::.: ggi:.i:.:::: :<:>::i'<:::.::.i:.>::::::i::ii:<:�i:.:�>::::::<:::>::>:.:::.:::.::.>::>::>::::: :.:::.:':.:::<i>: ::i.<:.:::.: ;.i::::::::<::::<;;.:'.ii:.:<:::>:::>:;::..::<::::::i::.:::.:.;:.:;:.:::::: ::<:;:. .; .::.>: :.:::::.::.:::::: i::isi.::.:::;:.:«;:.::.::.i.::::.::::.:.�:::.:.<: ..... �. ..�� �•. ,:.;'.... ::::;:::::::::;:� ::: :: S:J:::: ::: . ;:.::..M:!:.;i;;:;: :.: .ii:I.:.Eini:'i•;:.'it'i:;.:;:::.::J;:i:;•;:J:.isi: iai':.;::3;';: .i;:. .'oi::; :: . :::::: ::.::. :.�.. ...... .:......................................::..................::..............1 ............. . ............:..... ..... ...............:.................. .................. ............ .................................. ............... :..:........ . .......... .... : :.::.::.:::.:: . . .. .............. ....... .......,...... :. .ADM..... ..9fe............. ............:.................. ............. i::i::.............. ..:.. ..........:.:.................. ........ ,:::.:....... ......... .. .............. T......:..::•D ..:::.. .::...............::::.;... .. .. ::.:...... .. . . .w4.::::::................:.:.:............. VAtv.\`:O:KJt•\.%V,V.Rw}N9gA\%KYJV . . ..... . ...�:::..........:..::::::. .......:::....:.�:::.�:::::.:.:...�::.�::.�.:.: . .: :.�::::.�:.:. ...:.:::::::::::.....:::.:..:.::..�.....::.�:.�::::.�.. ..'.:::::.:. ...::�:::NVJ.W YtVJ4V.vni,,.K„•h•J%:w.K,\•%•AW%S�"• �yM� K'tiCWXV%,V.t>V:.;�::{.�::::."•.J:Ji v::w::.:v:4::iJ:?v:•;:•::<:•i}J:Js!,;•;.......... r....•.....j: '::'J:'}:•:}}J:'•,'::::J:nv:::. ....... ......... " ::•'>':G::�:•: ......... ... .............:...::.:.';.:X:;.i...:•si: :•:•:.:J:.:�•n•:..•:.•,{n:i.iJ:•i :•'1.:i:•:iL:J:IJ.J•!:;i::::'ki'• ::•::J::}:is 15" STORM LINE CB#A to CB#C • 01 261 - 2' FG 30' SEofCB #A P-2 134.3 122.3 9.8 125.0 i 11.2 97.8 95.0% 02 262 20' NW of CB #A .8 10.3 03 263 98.2 - 3' F B 40' SE of CB #B " • 128.3 119.9 7.0 ;;.._. .... _.w._.__..ww_ .. - - ol 95.9 •..,._ " 04 264 If 25' West of CB #B • " 125.0 119.3 4.7 } 95.5 I CON. ORM .................... LJJ.LLAVN:v.{vNK•�MWNIJJN:V.KYt4f•Y:•%')V•}YwtV.NYJ'MKt9Y:VN.•:tv::W.ti•:n4f•.Y}%ti•:V}.N•J.:tiY.:ti:.}:•.ti:vf:.••.•f.tv:•:V.Y.v.Jn..S•.•J%vJ::Y:YJnti•:•.'•}.x•.ry}%:S5v:9X:tVN.ti,V}:Y:4:VTf:V'N%Vt•J4:(•:O.K'>V%[KO%•:54f%•f.•}:•:th'\KWnKV+.4MpYN%WY'KOtv:KKV' •.•..••••.•.••.•.•••• REMARKS: Y %bNv-. %• x ,A. N%Y:Y. ELEV.CODE: FG = Finish Grade OENSIfY.FTW FRM IAME: D-T0682A 036 R R. 08.14.97 T- 08.15.97 k , fi " REVIEWED BY: ��l•„ `�..•' REPORT 2 51997 AUG Jt CONSTRUCTION TESTING LABORATORIES, INC. iSsU_ 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206)588-0805 Facsimile(206)588-0928 iiiiinEuxiNsmeno _ :i:4i: is{b.yh ::>:::>;::>::>::>:<:>:;::.:>.x.:::::;i<::.;:ix%::c:;ix::;:•?>:-»?;::;•?:i?;<.:iv:;.;:;:.i.:::.;?>;:%.h,;:<:,��='::.:':;:::�;:::->=•i-::><•is>:«;:;t�:<:?:::::::...........f........... :.............,:..... ...,................-.. Client: M.A. Segale, Inc. Date of Inspection: August 19th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A • Contractor: Client Report No.: 38 Project No.: T-0682 • I arrived on the jobsite to perform special inspection and/or field testing, for today's ' scheduled soils in-place density testing. As requested, 10 each in-place density tests were performed on fill at the east side MH #5 and # 6, and upper level of the west of MH # 6 thru # 9, as per attached copy of in-place density tests report. • • • ' ysw off. �40/. 4 - 499? • Weather: FAIR Inspector: S.HONG/fmd Reviewed By: F1ELD.FTW— FILE NAME: F-T0682.038 R-08-21-97 T- 08-22-97 I-ttrvn - . AUG 2 1' 2 1997 J .CONSTRUCTION TESTING LABORATORIES, INC. ISSUED urn 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone (206)588-0805 .� ,, acsimile 206,)588�0928 Client: M.A. Segale, Inc. Date of Inspection: August 15th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue&Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 37 Project No.: T-0682 i<o%:o:;;E:mea 7 cif,; 'r/mrr" emfg".%'�r.T>.tmsue 4s f✓ o xf�'"xis^•:;»�€-nrc x.�.t4%Q^ .:i`:c3;c'�i.a zu w.mi iYfhi'T �M�Q` THtcST SYy' a{ iii tAA`?AR4Rri"•:. I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 9 each in-place density tests were performed on fill at the upper and lower levels at the west side of manholes, as per attached copy of in-place density tests report. • F r e' A IV Weather: FAIR Inspector: S.HONG/fmd hi\A- FIELD.F-w- FILE NAME: F-T0682.037 R-08-18-97 - T-08-20-97 Reviewed By: • r iEFur IT __ • CONS' -' AUG 2 2 1997 -- 1 R UCTION TESTING LABORATORIES, INC. • ,qS, IF w 5M1x5•w\55\xK,SwnxK,\55w.5:.K5vAK\K5:Y.5x:N5xK5.Nn,xYwKnn:v.\K:v.W.•.\5x•f.M1x:W.x<M1KwMMM1KwM•.xM15h5v.h:,•:::..vf.,..x..M1M1 hM1M1..f..n..:..........h•..v:...:..:M1M1.::h..v.x.M1xS..M.nnhKKx•.SYM•.w.KM1SY.M1:wn<M1KYMVMKv:hKYN.M1M1WFYH.KKKY rWlMKYMVhhYAKSYNIJNA 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9849 T.,r >:\.hy>rw:,\.��.:,,xvay5\,;<5v�„<5o».a;...<5•w,r>v.Y+cv\.vn\aw.<wxk5\r\vw.... x\)WC•MV.a}haV.a'CM1<:Vr:•>YT.RW.«W:w:•I>.\'•wxV:wf.\:.V}:k<54:v.vv......,.:..'..vn....:5iv, n'... .. .. ..... e No. (206) 588-0805/Fax No. (206) 588-092 • .. ::.::::.�:v:::; �:::•:: ::v': :::.:':.: . ..:::. ::..:. :::..., . .: :: : ..:.::......... .........v. ...... 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V:M• ........h.....vh�A::......:::•::f:.ti•}..n.......:f1•:v::5•h`::•:Y>.1•h.L.f:vi•Yi•}Y:':4?:•Yi:Vii»:• ' ' • �.M1d••••••...•.:. ......�� �.....:,..:.� ':r'. }>M\\\5a'•>:V}k'V:ti\'V:V:•f:5\51V:h'V.'V1':"`>:tivn'tiWN:k•iJT\V.\•NrWXVAV>J��:ViV�\\VNi�\V:J}%ViiS\Vi\ CLIENT: M.A. Segale, Inc. • DATE: August 15th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Developoment ��5, �6 *,.P ECT NO.: T-0682 REPORT NO.: 37 - ... .PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton •- ..• - CONTRACT: N/A P.O.No.: CONTRACTOR: Client .Pr TECHNICIAN: S.HONG/fmd m , r IN-PLACE DENSITY TEST METHOD: ASTM D-2922 F�. MAXIMUM DENSITY TEST METHOD: ASTM L1557(D) •}:>:::... .:}:.„:::i:.::.::.;::::.':::...:::.. .•.::...::.....:.:.,....i..:......:...'i.:i..;:..:i.:..:.:..i i:i•i:::::i..?:::':;P:�;i:>ii:!.::;:..,.:'....h:'.�....,..:.s:.Yl .i:...::;. :::::::.:. .. >1;..-. y: *:;:.:::;.:::i S:is:;::::::::.::.:::::.:::;:.:.::..::.•..:.::::.^..:.x:.;:...Q:.-..,,.:...x:..:.y.:.::.c.:.::..;,:.»:.:.. 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E .5 . ; :.::: :. :::: ii; i; i;:. ::. : s ;:,.;< :i:;< }: .:.>: }; } . >.: .. :.>:: c :s; : ::i::.::.; o ; x::.;.: i; :ii: : : :: :l: >> > ; } ; ';.': :: }: i:; > ; : ::. . : :i F : : i ::;:::::i ;•: :s.} :: > ' ; : i;SaAx'yii : : ;:::• ,:.WV ': : IX... % Kwy \ wNVNxR. MVVVkWWAN % aS9B:N> titiv :wN ;:v4iM :h .\ kONVq .WVK Kw: V :4WVr .W% ; iVYV KV. $ Y :•i:}}::i '::y:s UPPER LEVEL OF THE WEST SIDE OF MH #5thru #9 ' - I . I 01 271 5' F G 150'south from north 40'west from bank . P- 4 1 130.0 118.4 9.8 ' 115.8 : 15.7 100+ 190.0% 02 272 - 4' F G 250'south from north, 60'west from bank 1 " 1 127.8 113.0 13.1 97.6 • " 03 273 - 3' F G 400'south from north, 80'west from bank 1 " : 128.5 115.5 11.3 99.7 04 274 II ' 80' north from south, " r 10 west from bank � 126.7 113.8 11.3 fII98.3 LOWER LEVEL OF THE WEST MH I t , • 05 275 F G 200' NW from MH # 6 1 P- 4 125.0 , 114.8 8.9 115.8 i 15.7 99.1 - 90..0% " " 06 276. 50' West from MH #7 129.8 115.7 12.2 99.9 07 ; 277 110' SW from MH #8 . 126.8 ' 113.1 12.1 I VIII97.7 " 08 278 60' West from MH #8 ` " 128.1 114.1 12.3 98.5 II 0.9 j 279 60' West from by MH #9 i " 128.0 113.6 10.0 " . " 98.1 " T5xY1:\N•}KM1a<•M RFA`>:<\..'N.•.YYMYY:.........M1W:xV}Y.vn•.>X<v'+W5YYf>w4.xwvY>N+hO:V}:<x•hW>YwS:vYiVNh•}A.<M1<vYF:x•W}:,v,:.;:.;.:}:tiv:.....•:Yh•Y}':flf.W.W.v.:>:Y............c :•. ryY%ifff>R:<•TYY:v:ti1•XK•}}WJYtiv:iVYY}%54tV%V}' Oiv]OA%•h\'KO}.5%x`•X•Ma<5KV%\V:VNWiJKV.WN:<V%:4%:O_ CffNrUR1rS- 0EHSY.FTW/FRM .. REMARKS: FAME: D-70682 037 R R. 08-18.97 T- 08.19-97 REVIEWED BY: b ;, i .. 19.97 .. AUG 2 5 CO1V J.1�,R UCTION TESTING LABOit i TORIES, INC. ISSUED ::.:::.,:•:::::..:::.:.::..:4....r...:...•,:r:•M1•:::...Y.4•.:::.::.Y.:..:•. ::.',•.M1•::J:.4,.:::.5.:::.Y::' r,:•.Y:::••',•::::•::•. �.:v:••.4•.V.V:.::K:Y:i:.4::V.'.V:::::::::•::•:::N:•:::::::. �,:.::Y::.v,:v:f:::::•V,;V:::::::.... .,l:hYJ:::.V::•:M1•:.•.Y.M1•.'.v.V.V•K55LM1M1•.Y.SYIflfJ:llr.KY.•!.Y%N.•1Jh•MYM•M'.KYIJhYM1Wll.'1•KY.hM1YJ�YNN:.WhV.Vlf.':IJhYAV.555'hY.M1Yf.55:55Y 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9845 ... .. .:.:....... .. " Tel. No. (206) 588-0805/Fax No. (206) 588-092 „v,.,xwr•.v:;;i:,a••x,a>nfirx;rrr,.•;yvrx;r;,r,.'rx.5•r+is?r::.5;n .. :. �. .. :. ;:.:�;: .<?:%�;:::':::':;'>:::<'iy0:2•::2<:::::is�:2::%:::>::.::i :: :;:•:i:.::::;:;':::i::i::::::}::::;:2%:::::�::::::':i::::;:::::}::::?:::::::::;:::2�:::::::%<::;:°:£�:;::i::5:::::::::5::5::i::::::::}::.>}:.>::>:.}:.}::.}:.:;>;::t:::::»;:::::�::;::'.�»:::..:�::::�:::: .:.:.. :. . . .::: :}...:: .... .... ...... ... E .T..REP::�RT.... . ... . :... ::... ........ ... ............. ... :.................................:...... ..:..:. ..........................................:.:::.. ............................................ :..::.:. .... ::::.. :......:.. • ' ♦hWh•h.hh%Y+Y..:.4.:%.V.v>.+4\r1 H}.•nr%A•x•x\A::v::•. •.•••.•••••••.•••••.•..•••••••.:.........:.:....h..:...x.......44 N.. .......,.. ...•.... .•.....n.n....:........ :.... .......:.........:...r.4.. 4.:.r..:......vi\ti(>::..;.ti:i��;:�}:::�':��:':':;�i:�?'::is ;:�:?!i�:;:'}:.::::•:;:i:ii4i:•}:;i;:•ii:iv;ii:?'i{:::;:;ii::i:ti:ii�:::�::isi':>::iLv::::(::<S;i:::::i::i::tiii: .n....r:'...: :. v:,.:v� ..r:rv:....v:r.r.:.::.:::JYr:•ii'::::i. i::i :.'::: i:r :i:i� ��:.:. ...�. r.:....•. .:':;.'i•T:.:'''.:...'.'i:'J::.::it': T .Y}nx.Nh%..h.xY}„,.:.v%,}.WJ»✓SVY:•!.R'V.KVN:YYYTNNY.V.VNJYN.VrY%.W.SVIVTYN}ri}.'%4vV}Tti4rM YYTil>}nW V:V}YVv::•A CLIENT: M.A. Segale, Inc. t, � TE: August 19th,1997 • PAGE: 1 OF 2 PROJECT: Cedar Crest Developoment v�11 PR6JECT NO.: T-0682 REPORT NO.: 38 • f(� ' I•;PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton - CONTRACT: N/A P.O.No.: N/A ................._....,.......................,.............,................................................................................................................,.............. ..... ._...................,.............................................. CONTRACTOR: Client �. TECHNICIAN: S.HONG V?:. iN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 ;�+w,a?f:EF ,a. '(' :.�.'• pYY•;/. :fA5:L55R+,.i:•a5i5:.v .;Y:g•z•5Z2Caii.• rn%�:•v:4 .t°�:'�..•r�r��( ��.wsa ..Si.. ..3' 3: :f'SYi%a`i{•k .:t'i a� ..Yn..r...,....... :5. � :i?•.•:a:'•:�:•T::•:.•Y::Y:f :..:..:YY:• ... ..... ........... .. .... ... ....... • ..............n....... ....n....,...........r. is} `fi:?: rY: ./.:.D:7 :i••Y Y•.Y^.W ... ........... ................. ..... ...................... .. ........... ...:....r......:....... .......:. ...... ..3..�'• sss':+ ..a.r..�.r '•(5�::.sa:i :•5••:............. ................................ ................. ................• .............................. .. .. . ...... ....... ..a::....h:..,...�,.� :'�:. ,.. 5:.55' :•>:•555:'S55 h•ix:'i:Ci;.;} ................ ........................... ................................. ............................:..;.:.::::...:.r.... r r:::rri•5:%n..rr3/.. 453. 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TEST .. . .......... .........: . rK, .Y ., i.�.:'..;,.:.;.yl�: . :.:.........:.............. ..,.�.. ....... .....:::::::::.�::: ..................................(.... :: ........ ......... .... ... ..... .. .. :: � :i�: ,v:......:.. ........................M.:...:..kK,�4:C.h.M;i..:..: � .:.Kr H.:�.}CRRMMMt•%:yi..��aPXYlafi0$:i•v:Gr�;.... .. �;...... :.`�:i::Siv.:...i.:vi,�::.' :::' ':':: �. .�::.. ::::::::.:::..::.:• ..::•.:..:. .: ... :•:: ::. :.. i. ::!.i:'::::i:ii'i•ri}ii::.:i:';:}:'i:;•}i:�:•i}5:' . y' .. .......COCA IOM:i........... .............:. :..::... . .:..::..:r. :.. . ::.}:•::.. : :..�:.: ..:. rrkr%\4M(..%%x.,15.h4\K\\;iK1V%•R:^n..4}yC:l•%.:,..t:•:v :Y:rr}:\•}%•.'i•: 4y%rtia%4Y}%•}\rrrrrr.r .....��..................... ..... ..... ...... ........ .r...... ... ........f.....::..........::}}'r,•.:.i:•..,,1, ..:•>»;+h:i<'r:a:M1..Y:}r• ,a:4:is}:.:a:itw.%Y:sYY:a%:wiSX+riY rr"x•:iv:Y.Sl<�avvi»r�iv.:ovi::•: riiwtwti: 1 g EAST SIDE OF MH #5 and #6iI s.• 01 280 - 4' F G 120' East from MH #6 ii P- 4 1 129.1 119.5 8.0 115.8 A 15.7 100+ 90.0% • Y II I a 02 281 1 100 East from MH #6 120.5 108.6 } 11.0 I 93.8 " 1 03 282 200' East from MH #6 " 122.6 111.6 1 9.9 " .., �,. �._~" 96.4 " 04 283 160' East from MH #5 .; " 1 " ; 98.3 " : t 126.7 113.8 11.7 05 284 80' East from MI-I #5 " k 127.5 114.6 I 11.3 f 99.0 " ?, G • 1 UPPER LEVEL OF THE WEST a j • MH #6 thru MH #9 z ..w...•...,._....... ._..,_.I y 06 285 - 1' F G 6' West from bank, 100' from south r P-4 1 128.3 114.2 1 12.3 115.8 ! 15.7 • 98.6 • 90.0% 3 07 . 286 - 2' F G 40' West from bank, 150' from south " � 128.5 117.8 9.1 1 " VW 100+ " 08 287 160' West from bank, 200' from north " o 126.3 112.5 �. 12.3 . " " 9 fi y v:? •}•:.\\v:x5i a,vr..%r...+lsa::4r?}:Y•'4 S :q\,%.T:v+i'.4T:..}.iC.rv:}:;;•n9::a'VR:4}x•:}:!•:.Tr}:.:54: M.. }}}"M1•:.+:•ri:.,•::.:.::•x:a},::::a::.T::tiv:v....:........: 5 .:...............:.....n..h.v.,.K4...,h.i5:\4:•:::SK:•%:r iv%'xtt•F;VY%4%;iM1'R•}%:{•.a•%4(•%•%a}1:Cxia:S•%•x•%•Y/.5•%YY.titi4Trx:a%•kA\YtiiSi•%QIKM1W V%•%•dONFRMS REMARKS: ELEV.CODE: F G = Finish Grade IL DENSITV.FTW'FRM FILE NAME: D•70692A 039 R R. Q9•^.1.9i ` .. �' T- 08.21.9� REVIEWED BY: :j AUG 2 71997 CONSTRUCTION TESTING LABORA TOMES, INC. ISSUED ••• ' '' •F1„1VF••1n,,:,Y• .YFf.wn,,,,nwuVMYMv.YM•F„Wfn'.YF•xF:vF.W.SYAFu•.:,Y.W.'.xVx YY:nY•Y••.::••::'::.::•.1v::::.v:::::,V::.4:•:,w:.:N::::::::::::.h'::n:•::::::::::.v:n:•:::n•:.xv::.V.v::.v.•:::.,•FWM•Fv nKVMnvMu„uv.vl:MnWf v.uvw.Y.1WA•A,4nYFK1VFM'.WI.Y.VFVNMM•lK:'Mu•FV.uY.YNMVVF•MYMWn4YFY:.V. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ..: . ..,...:. .'..:.:::.i:x:.}.::..,.:.:x:.i.::.::4 i..::}:::;:;:ii.:::..::�S..:::.'.Y';:i•}::.:.,.':.+ ':.:.i:::.:.}�!.::<::':::.:::::::.:4.:::,:::::::i:::'v:..•::::v:i::::.;:':v�::::.:::i:i::.:!::::.•.::::::i::::.i:::r::: i::':s::.::i;::''.::ii�:ii.:::i.:::::.::4.i::i:i::::ii.i5:iii:::i:i:::.::i.:::{.:::.•Y:::ii�,:ii.ry'iiv�:V•:::::•:i:::.Vis..si%J:\::ti i.:::v:::%i•sivii:tiiY:iti:::ii:::k:4: x.Y::Y•:::ii.ti:.:2x:•::}};::Yi:Y>:a:a.a::)::::h: i:}iiiC.:..}:Yi.::V'::M}:::ti•<i'}su:1:•i:i:•:.:.::;}•::V::N•::i::s•:�S•::::::•i}::,. :4:•:i•::>:j:ii>:::i:!:i::i:!:i::iiii::::i:s:.:i.:i::::i::.::i::•:::i:v::i:::i::.}::.:iWJ:.:V:iti.i.ti.}l>'.:::i:.::i::i:::::::•:i:::•YwV+.F..w..::V . .wYwx : , .::n x.."t o-.:wh..:n,..,..,. ., .v:T:.v.Yv.v:r ..y:'..a:s::i.}wv:,.:w vKwuw ^•40} : vu> wvws \: w } : v : :va.w\<vY,wn<„K,Wa•M;waw« u7,.Kwvry ,n . v... ... :.::.: .:' : }:.:4:'..'.:}:":•:.::: ':.'.:v:::is.:.:i.::.i : i::i i::%:::.:im:isisi :•::,w•y::i+::i L::i : .: g :n.::::.: : ...:... : i::,,,..i:» }.:•i;::: •: •mi}::> :•:::: i::" ' y ' : } TE :REPORT• • • • • • • • i :' _... : ::: ::::::•:.:i :'.•:•::.:::... : . .•: i: : s . ii: '::ii: :':i:i.;::;: ::.>via ::f : ::xiK :a}: i:•%: \iV.:i.:iAiVNY». bV,WV\ VV}:V :TJNiV NV>A1\`V.\ViNJV»::W :b .N \ ... % •: nxx \ h . 0 Y ::iYh .v:::.: : :::: . s(> :Ys}:,'•:•:: ::.V:VNaiY:v:.:V:V..:.. . .xYWxW , MaVA OMFW,\ xVANu ATE: August 21st,1997 PAGE: 2 OF 2CLIENT: M.A. Segale, Inc. PROJECT: Cedar Crest Developoment • /PROJECT NO.: T-0682 REPORT NO.: 39 a PERMIT NO.: N/A JOB NO.: N/A • ADDRESS: 3rd & Edmonds Avenue, Renton .,-'�.' , CONTRACT: N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd +i.:)...: IN-PLACE DENSITY TEST METHOD: ASTM D-2922 ,,,(is ,''+r. • MAXIMUM DENSITY TEST METHOD:ASTM D-1557 #°:' ti:�': ... . .. .. .: .,•. .' ..:. •. •: .� .\... .x z�:eh.1.r.r. ..�s:+,i,:,1,: ..n '.s y... .. 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J .�� .L Y �I ..I.I. Y 7.1 . J. i�' �� • J� Jl OJ S' INC• JUN ,,II p ..:35 10111 South Tacoma Way, Sui46SUEDnia, WA 9849.c Tel. No. (206) 588-0805/Fax No. (206) 588-092 . IMP�.> ' :r:>:::' '::':?.:: :..:?::>: .:..` :.:;: �'�:: ;' .'' ::: :::.�':'.<i:::;:. ':: :::: ...'':.: .. .:.::, :::: :. ::::... .:...:.�'''.: .,:: ::>:� 3:: ::p:;:;:::: ;:� :::.<:i:::isi:;:;::::: ::r:p:.::;::;: :::::::::`:::::::::: ::::::> :::::3#:;:;:;: ::?::i':?::::i?:::::::: MPL .. : . �i ; �i �+ .....:::.............. ..::::....:::::�::::::, :�: ,: :.;.::.::::.�::r..;.,: .....................................n...., ............: :•::::;}.�:::::::::::::::?:.v ::::::.::"::v::.�:::.":�::::::::t•?:;•???i::^?iii}?:•`'4i:y;::}YCv.?w: ::•:i:ti•i??::..v. I/ I I I I I r LI I fill I. Mll 4 C L . NT;: MAS Resources, Inc. ::: ,1. :t:::: ,a. *. F :;:.t:< t,. .:. .;,, <{ �t ........... :.::::. �r�;i:��:;t��:;.t�t��:��.,.�tt��.; May 29th,1998 ;t...�. �� , 1 ,:�#f">;:; 2 r o cr>< Cedar Crestiiiiiiiiiii; �wC ::• ::' i ....::.:.:.,::.::........?..:.:...:.:.:. :r to ii. tiiigiiiiiiii5giiiiffigi:;p. c T-0682 tt�t } ' `t „.. 41 �. >:: N/A : . 3rdiiig'& A..?,.; $ Edmonds Avenue, Renton �'!V'F '� �: • N/A • i'P 1r�;� �:. a: ::: N/A •; �t1ltAtICk, Client > C riXNY!?i' t�ti:.:::«;•i•S�'•::.H Ov N G/f an d :L.i;. .:,? : ::.::'::::•: ::.:::i;...C..::: :':y:p!:}i;tiC: :':i':i':::i::.C:ti::i:^:;:?:k:i ?iiv •ii :?'•i:?.?ing??i??}??i?: ?:::v:? i :<iN:Pyyi�ke DL S tYc 1 vL1I Ua :. ASTM D-2922 Ct19C1 � X X�B� t s ASTM D-1557 D:.;.::.;: .:'::.::,.::.:::•:::i:: t; ,.; ? .:::. : Y�> vti; :�:{•:::: ::�::ii:n:;?:�:.:j::::: i:•i:?.::+: S:iiii:�::i:::�: ::' '.::is::::i::'i::::i::::::i?ii:':::isi::iiy::?:::�iii:i• :rJ:v:::::::::::::::::::::::::i:::ti:ii::::: ::+ :'i:?::i:: :::?::'i?:'.':ii'::'i: :::•:::' :::::?:::'::::::::{: ::?:vy::»}}::::'i:::.}:::::::::::::�'i ??i.:'??: ::}:::::;: :'�:•:'�.':: :.::::::i:�:�': : •:?' .: :::::::{:.:::::::::: L:::!::;:::: :?'::::::•::.:i:•:::::!:::::::::::::,:'::::�:::::i:::::C::{+:}:::: v:�::i:'::i:::�:::i:: :::�: ?.: ::::: ::v::::::•v':i : :::i::i .:::::• :i: :?:':'� :'i::i:::�:+:::�:{:: ?is is:?: ::: ''IL�D:::D'E..... 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STORM LINE ON EDMOND AVENUE 01 300 Subgrade 15' west from CB#4 P- 1 136.6 130.5 4.7 137.2 7.1 95.1 95.0% 02 301 " 20' south from CB#5 " 144.45 133.5 8.2 " " ° 97.3 " 03 302 " 30' north from CB#3 138.7 130.6 6.2 i 95.2 " 04 303 " 75' north from CB#2 138.4 131.4 5.3 II II 95-.8 " 05 304 10' east from CB#6 " 136.0 130.0 4.6 " 94.8 " WATER LINE ON EDMOND AVENUE 06 305 1 Subgrade Station 37+00 I P- 1 138.4 131.1 5.9 137.2 7.1 95.6 95.0%07 306 1 " Station 35+00 " 145.0 133.9 8.3 97.6 " 08 307 " Station 33+00 " 143.3 132.4 8.2 " 96.5 " 09 308 - 2' SG Station 31+00 " 139.8 131.0 • 6.7 'l " 95.5 " i * . ... . .... .............. .. ... .. ....................................................................................................................::..::: i!i.r::t'i isi 1;Xt s :; >> ELE\l.CODE: SG = SubgradeiiiDEWSITYFT�VFREIREP FILE;(t.:',) 0682.den I(a:\) 0682041.den A - 06-01-98 T - 06-01-98 It1.:1'11.,11'1.3) IIL'•_ 'n:�___ c,O1 ' . ii? �r".1(d).1\1_._�. __.._. .:._..:."�.-..---- � __.. 'Alf', .. .1 s _ " kt. !I I J U N. 6' 1 199R 10111 South Tacoma Way, Suite Qj€�fpc , WA 98499 Tel. No. 206 588-0805/1 IloC( 6) 588-0926 ............... I. c 4 CLtI NT,; MAS Resources, Inc. :.;;.: N�., g w� :.. .�;; GI :�:�:�' «��>;:t�t�zl:.�..'>:1.:�C)�`:.:: May29th 1998 >>���..:: ,> ;��<`'�`<' 2 n cr ; Cedar Crest :::p:>rt�,:tOMIN;U:€:: T-0682 ::: :+::•�<': :�:<::...<•• < ;:. N/A I �OESSI; 3rd & Edmonds Avenue Re iiigg .:> f k , >'< ::ONttT Client .P.eti,101 ...................L :;::';:; `is:Li>:iiS :::; ii::':is;LyL: nr i : i:v.4:� : ivi ::>z � 1L i C:M 1� .: :.::.::.::::::::::;:.>::<.::.;:.::<;;;:.:.:.:;<::..: ASTM D-2922 �:�fr': [Mttl>t1�C��Ci iT ` �:�Ly1;U�t�.n:::: ASTM D-1557(D) . .................. .. iN:::.......im .Aimpi.. ..... . ... ............ ........:w. . .. . ... ....... . ...... .......... Ate... ,... •. 10 309 Subgrade Station 29+00 P- 1 141.6 131.9 7.4 137.2 7.1 96.1 95.0% 11 310 - 1' SG Station 27+00 139.3 130.9 6.4 95.4 " 12 ' 311 Subgrade Station 24+00 " 140.8 132.1 6,6 96.3 II .................. :.:........... . .:..:.:... .......... . .. .. ...... ......... .. ........................... IDOES NOT CONFO,I ;;R;I.FIN;IA1 hti: ELEV.CODE: SG = Subgrade : DEI•ISITYFTYJ.FRM.REI, FII_E:ic:\:I 0682.clen I(a:\.) 0682041h.clen R - 06-01-98 T - 06-01-9E3 1(I.:\'II?11'I?I) 13ti 16. _� _ GeoEngineers OCT 3 01998 iiriii CONSTPUCtidt4 TESTING LABORATORIES, INC. ISSUED :o �7,,,i , Li s 3 $ ❑ ❑ L. 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 ••l,ile.._____ ___ . _ _". Telephone .(253)588-0805 Facsimile ;; 0 • ; .•.-4Y-rr iKtii;;\C»:JC:ry::J:i,v,ii:::•ii:V!<+vri;•v:9ibr"i:A",1 4n-n, 'J?}�r.N.Pr::K'\\T\!AJv'•tiiYhv.•..,:A-g K:\-ii.\,K<:UA1h \]?<x':_ ,n\.• .,\ J"',,, :x\ O..... ...\'.. fi..5\.':,'- r•.:."• p� R'��� �SS.R.��a1..`.<\ ... ;�ii�0'.a7... W,,v�3Griii;?;�: -,•).:-4,: ir<.IX is `)L?:: 'K, �. {vr {i. S 4 k9 4 8. \.K:. .-\. .:\...?i;.. ?Y.' ' Y�i.:�: Yt::x ..,1... :..a�:;•v:•:ax;"-�•xa:-..K;S>F.?� •,a: '': ,%:i> ,:-x.-:s3�r,-.,zv�,a:;\-•- -,vs,•.••.�.?:>,w"- xao-.'�,��'9`lCe,�,"- :`/.;• •�•• : i$.�.;v.�� 3'r.: r..,� �fi•."n?iE: .-:......>:.»..............�.....:)................,:-..:i::-......^r:.R-.>:�iY.�� .. i-t�:.....>.: ...r-..ri<i>\.>.1..�?v.?---A=:.r..s............... .. 'SW :,,..L......:.. .. ? crt>> M.A. Se ale,-lnc. 'r3 + `'' - ;``"` ; Oct. 27th,1998 >pra : Cedar Crest Development igitilig-<3 N/A M oa :< N/A Address 3rd & Edmond Avenue, Renton : ' aR ; N/A `` '. 4i: NA . v: 8 2 ��>��►�<:>::�:�:� <�' Client �����._: 45 �.:�< T 06 C......r3c.sir.. :; eprc ::.:. `:fit..: -n ®A . .logi oA.C.and field.testing for A <=� ' I arrivd on the jobsite to perform special : Pinspection9 :::;::: in-place-density testing. Inspection and testing performed as follows: :: 11N Contractor placed approximately 600 tons of Class B11 - A-C- for wear course left :::::: `:;>, >: and right lanes (stations 23+50 to 36+50 . :' I checked initial rolling pattern and provided numerous in-place density tests ` > : (usingTroxler 3430 asper attached copyof in-place densitytests report. . ), P :::::::::::::::.: ...:::•!:;••••:•:....--iii:.•••:,.:••••••••,•••••••••;:.---...i.i.••1,••:::!ii.i.::;::::...,•': "'"' OVERCAST <Iis JHROSS/fmd NWAt1 to .+ d:> ni 1, . .. ..:.....: • xf 1 0 N A- 8 '` 1 /: 0 79=` 1 2:::<:AE[6.`F.7YJ(F3fWREP?it "r�,':�:...�-��-.,-������i�: 0682.fId a: 0682045.f1.�;.:-• {<�%�� %'�`�� � ..:`.`i:.. . REPORT OCT3 0 1998 il----A. . . CONSTRUCTION TESTING LABORATORIES, INC. ISSUED . 41 I-3 -.-.yin01 South Tacoma Way,Suite D-7,Tacoma,WA 98499 "i Telephone .(253)588-0805 —4 --�•..,Y,�r M : r.cM :.:: _ .>, _ Facsimile (253)588-0928 :::::::.a,:'dti+e•:?�oc�u:,.?1:-...-s.p 3ew ....:. ,'3:^.i ...- *.-• .t.•:7 :.•ss <.�'-..�:, -._ ,......z..-�;my., •••:.::-,;----z. :.. ...m --- ,fie -:.:s. :;:: :f_, ....M::,� :,•;;.::,,; .,�� •.;,�: :,:�`��' :';sU `.c'�<c`arA ',) emu, �;oae� yc�,.�%r .''t,.^�?: :. ' .:�. --_4 .?SlG ?i-.1 p�*xaA�- `r 1 is>:; :'::i'.:,i'.:�•-:.'-'.. �......�.''-,v` .x ��'�'��•'n:�' vk�T.�R� i .-i141'�f:`' ,F`\�].�"' .+!:vi :.A Ji_::i_n:_i::ii::i'O^:S:':iiii:Es: :ipt,:i::i.z n:}<i.. M.A. Inc. ' c ` €�> Segale, >l;��t�>� ia: at� �` _ Oct. 27th,1998 mow.::.:::.,-:.:,:.,.:;.<::' Po ect Cedar Crest Development ' ''•�'``•ii` ii'"ff`f<{Y �:�i:::.: iPe#�iai��: a : : N/A '<. : :: N/A N/A N/A ' dlreccK 3rd & Edmond Street, Renton >� ti:�l �.. ..�: ::; 45 . i. T • -0682 Cc►s�fE:i xctr ClientiteZae <I . ... v . "m"`g "og " DYNAPAC CAT. CAT. TON. > ? C ILSS "A3MP «:::: .i.::•`.:O_::": ie::'::: CC-501 10 TON FINISH • N/A 2" 290°F ...:.........:.....:.::.::.. ::>: 13 TON DDV DDV ROLLER :::::<::< TONS:IELM—uWN _ =liiii :>T- MP: .- 600 55°F 4 VIB. 3 VIB. FINIS H NA 1 STATIC 2 STATIC ONLY :tiM TTEMP 290°F 225°F 180°F :Rti IGEP. 225°F 195°F TO FINISH N/A NONE -r- -AST D-2041 :MAX UIYJt 153.5 ...................... .......... :J:?iiji::ii'+iiT::Y.i::i:::::ij.:i:;::<;:+::i5: :i:'::::::_}::i:::::i:' ..}":..:._:•i:•i ii}<:::::::isi:::i:=:?:::::::riii::�:i.:::::ii:J:i':yi'. ....... ....... .. -;;:r'!�::�y:.:^:.:'::':i::::':5:::::::V.::;::�:.:: :::::�.f'.q. ::i'...;.y[-i. »l\rt l t: . .,O Ettf: ,.„. TROXLER 3430 _:: 43lttl# #3 " E31 ;::>: -0- i ... ::[3E_�t5rCC3MP:. STATIONS 23+50 TO 36+50 - LEFT LANE 01 23 Wear Course Station 24+50 142.0 -0- 92.5 02 24 Station 26+50 141.3 -0- 92.0 03 25 Station 28+00 142.5 -0- 92.8 04 26 • • " Station 30+00 141.9 -0- 92.4 05 27 Station 34+00 141.8 -0- 92.4 STATIONS 23+50 TO 36+50 - RIGHT LANE • 06 28 Wear Course Station 35+00 140.9 -0- 91.8 r 4 — 07 29 " Station 32+50 142.6 -0- 92.9 08 30 " - . Station 30+00 142.2 -0- 92.6 ----------------------------- ------------------- - - —09 31 nStation 28+25 143.9 -0- 93.7 10 32 II Station 25+00 142.6 -0- 92.9 T-i 0 U- SS fm HRO <itl �� �f>::�.: ie �. 91.0/o of Rice � J / ........................ 0682.n 68 5.n 8 10-28 9 "�e�. 0 :' 10-2 8 �=T=�� 2 4 : N A :'E HElC �ysb gsx.trArima 4_ ::i.":::]:.: 3 . • f` �� \ �; • . Y. �... \ ;\ / ; j l \ / • • I\ ' . IJ • ,. • , _ • \ f . �. i -W ; • F- 1 Z • 1 , f \1, • '' i- -Q • ) i • , / . \ W • • • /( / > \ / /( I V • .. \ / If \ l' i .i l: �' .. • 1 \ J • • • • /. .. .. / \ • _.. / 1 1. I :.. • f .. GeoEngineers Inc. FIELD REPORT File No. 1101 Fawcett Ave., Suite 200 , d 0 9 Tacoma, WA 98402 Project: J Date: �l Tel: (206) 383-4940 ( `e[►O r a 1-Pd 01/9 7 Fax: (206) 383-4923 Owners // B) (/tl r r� Report No. epared by: ! , , I Location: Arrival Time: Page: (9 [mot/ l`f K Z'N WO- of Purpose of Visit:n• n Weather: Depart.Time: Permit No. IY-(10A,5 uov meth Ur✓•�• sift, • iv e P !/k Y71 C'// c1/‘--5 pave. f(P.ravvoA) rdv7YU/ rediu, a i • . 7 f'li (1/ / (7.clr'l 5'or (yak /fir(J?Ye`/ Re vie news n`7.c1 ci Cl/3() 5ed 517-ezare/,v . V Som1-171P7 I. / rc,,tm, ic/ed d pilera. p7 //t) pew ?4 / -1fir/- 7p rot/iciyo teertr ./7/614,..3 fr,/ ‘le/71 fOlny Clod irtfrn 5/1sP. PI/S 1pe C'r3.� p119`. Lt11/rd/,- zihi+��c/ No /cr y,Py' Joel,al,Ci ! 0 /e- spa / 4/7 75 /6i 17- /3 friol !lr�t,��J l 41rrhe i 9tR • /f.�j 7405 2 C/1?7 .v /i 4 /; frvior a t or'//-, i7vt tail/ bedoi Ay. L'AM S/7. -te....4/11 gmfit2p(A05 AJA,ch,at, This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply ith the plans-arid-Specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervision irection of th ua ork of the contractor,his employees or agents.Our firm will not be responsible for job or site safety on this project. chments: _ ribution: 5- 0/7/174k) Signed: C'«f o t AINAJ File No. GeoEngineers Inc. FIELD REPORT 1101 Fawcett Ave., Suite 200 - 9/—Go 9 Tacoma, WA 98402 Project:4,is nut/ // Date: q/� J97 Tel: (206) 383-4940 Fax: (206) 383-4923 Owner fy el/y.0. dvs 191 /4-L- Report No. a spared by: LocaA'e / Arrival Time: Page: i �.J tu'� of Purpose of Visit: Weather d Depart.Time: Permit No. U tV tee, /7r r"d kr,k be r.yvm et eX re uinc.i Niter-,2-. f1 I t`er- 41 atill-r- /5 "Tv Ac /bee". 10477 /441071/,' 4 7 1/774 r 7 I ex fU�e.1 rye ma-sd Of lie cad , 7 ' c'/ el/ea /5 d /1-7- /8170- 271a4.1 fklegt) au '40.5., T alp rrf ved The 171ra c /ti't. / O/. 1/frrr 14./ !I e Vil raj Farr7 /5 /0i a it- d /Ucr?-1, f- ramie O Per/leip'p" This report presents opinions formed as a result of our observation of activities relating to geotechnicat engineering. We rely on the tractor to comply wit he plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervision or re ion of the act I o of the contractor,his employees or agents.Our firm will not be responsible for job or site safety on this project. ;ichments: f vi ribution: Signed: �,� • File No. G11e oEW giett Aeeve.,ssiten Inc. FIELD REPORT og (P-.0�t" ' Tacoma, WA 98402 Project;/ / r/j Date• s / t� 7 Tel: (206) 383-4940 � Yid ( ��°�/f�'i^ Fax: (206) 383-4923 Owner: / Repo N 3i 'rre ared b : Locations' Arrival Time: Page:P Y f" 9 �/ / i 0� AA✓,��- ° of Purpose of Visit: ) i f; f)) . We'a Set! ' e' I' " Depart.Time: Permit No. /I. t - �i;.t, j i;.i.I.'fV f r. 0A Z... 1r rl 13rtu� Cire. to 6h 6er� �P cIi � "y ir-4JS F1/1Yr. b I r&4.)itae- h a 5 b !r11 pit?fe11 ivo/ G�-i e t O G No i ft 5 r►oioIrr.-1 i(vi rti No,) GSJo,e,) frihn r at>cr rev (wed Ad//` fs%7 Me fri /5 UO, U?�?Nd%Y ar/� / 5 Aim a 436-4 r( i; �1r9 / li ' (J r �: LS r,:. 44), z Y, - Lc..rt ti %S j F. ii i xi a Pi/ �C/ f. al G ►t° /Q01-dk c' l t94l'lr-h e .. >/C%e i &t . ,i t".z-- 4 4 rxicoo 1 ,,,v/74-ad p 77 TM% e I 1-eJ1f`0-: mg /varfli f iz, ir C f' ry pre --k/rc 6/ - a il d /yeyfokeal back. 7,,7 t )f,a 7rr id This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on e contractor to co with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervisio o direction of th ual work of the.contractor,his employees or agents.Our firm will not be responsible for job or site safety on this project. Illichments: ribution: r Signed: t (� A-_ .. 1E cg GeoEngineers Inc. FIELD REPORT File No. 1101 Fawcett Ave., Suite 200 a 9l-�0 Tacoma, WA 98402 Project;/� C7rir ( � ��// ed— Date: f�/, /q7 Tel: (206)383-4940 l�_ Fax: (206)(2 383-4923 Owner: y �� Report No. r,spared by: , �/ /( Location:d �,J Arrival Time: Page: / of Purpose of Visit:C1 ,/ Weather: Depart.Time: Permit No. ri/47. 105 re,v riA,ve ' /� Aft,re7, Psie el' 5/1-7-0 LUl de lei. ►5 01i1P '-v ram>. (- ,<A)1 0o yari e' Jf in rivdei 6 vi6��.�1 m/fr" �,vd some 1,Vhee/ ro // £ J ,San&rs, ram) 6 N®, `/(6' A173 hard efaux. /-5 S77// fie 40'01.� S /6 ram. 777/� ,A7 c�i• � g 4 eiiv d ii hA /9/ /7 s/J°, I hi 2 (/rp' /5 /N rfr<r�t7,, 57/1 r1,7 aY fir, • This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the .ntractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervision i-ction of the I rk of the contractor,his employees or agents.Our firm will not be responsible for job or site safety on this project. • chments: ribution: SP,�i Signed: � .G« CC GeoEn.gineers Inc. FIELD REPORT File No. . 1101 Fawcett Ave., Suite 200 �9/ U Tacoma, WA 98402 — / Tel: (206) 38 -4940 .Prop cf� � / Date��///97 Fax: (206) 383-4923 ^� Owne•r fn/� Report No. . ..:pared by: - Locatio fir' i Arrival Time: Page: fin, A/ of Purpose of isit: Weather: Depart.Time: Permit No. Pie/I! �i - 1?ruwriy C[el/.!eil� lair in /.70-/A- 7 ..,ram -rr�-.vcff� S,rr hiper7 � J,se-vs, �✓��wr f,e / ICin//r. site, f d Y'Pview' Pony wr>o�. A 0om!Ai(7o,0 6rtttr 7a dea /' S'ns71,• 7•7 • yi b 5±jrze•eD ,, ,, . ...D DYO/,O 191 d 7 t ?/Cie AA 5 C�eiJ /4,57� 1- . k7;. h / - /ew,,� �, (i i 1wh /)qle) , a..54a7P ;s opr,,.- ` s �_ 1. ' �// 'arc"c i-h a //. 7 ia. rr_ ;r abet� m�`9 dirv;.,. ,b-e 7�?4. // Z7i rifle ,_tom' . 2r SLov/d -f di, at ill- Za r7,-- t{/fr7rn1 �j4/� Of- p%A)c/ kr19U5e T-P hifil L3rrk- t /& chats /mid pf/- .fa�P do/- / /A) % .. Sob t41-4,/, v ilzirii;(} 2-g ',It ?wale, /t d ho (/ny.� /5 50urce 0 7 - Cl/raAJ a) rrr r S49/4/4)5 )r a►04. WI 5ar fore /'n'rrK I7 A. • • This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely o e contractor to y with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervisio direction of t al work of the contractor,his employees or agents.Our fine will not be responsible for job or site safety on this project. • .;hments: toution: • Signed: GeoEngineers Inc. FIELD REPORT File No. 1101 Fawcett Ave., Suite 200 0! I -00 Tacoma, WA 98402 Project:N l�r n Date: �/�3 �� Tel: (206) 383-4940 L� (' Fax: (206)383-4923 Owner: ` ® � Report No. 6 pared by: A42,14 Location: Arrival Time: Page:. r.�i>rJ / of Purpose of Visit: Weather: Depart.Time: Permit No. 7-140 G(/a r e/ll )R4.40 /P �7A/d fif'iv.•,1 Sy S �rrt , hA 5 /,Wff �0; 5Or let e 51 Mfe 544ddi14, U,d1r ®6 id aw'd fi/�� hI virlY Since Sp y brf,/r3") Out. rp 6 Sah atmin) , Pr°' 1r7,f',hi 4)7i•V-e �rrv� /s - ,ti eX tr•✓ri Zn /,r,tryr / i;,71- ,y e This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervision or if cf on of al work of the contractor,his employees or agents.Our firm will not be responsible for job or site safety on this project. Ichments: ribution: Signed: GeoEngineers Inc. FIELD REPORT File No. 1101 Fawcett Ave., Suite 200 7 9. Tacoma, WA 98402 Project: / �� Date:Fax: Tel: (206) 383-4940 Crdar Fax: (206) 383-4923 Owner: 5eCA / Report No. epared by: Locatiy� 4./ Arrival Time: Page/ .4c(_____ �� of / Purpose of Visit: Weather: Depart.Time: Permit No. l71(1.1) 0 le 1cj i c rl v 0l •s 0 1 c/M;,v h P IA 7 en4 �-1 br- i tr, v 7 /5 l' l7.�1t r7�i�i>u Svrn P (1 foud 1.(a7Pi- -P4 car"d_ 5, ) t1 m,-,i) 1, hi. 77/Id lr i-v t nr/440b. L1aO(/ -fi/err A/?A)/T (1()Jr1 n of f/// t ri / wi,,Ic7,-1.--ei ci • This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervision or direction of the actual work of the contractor,his employees or agents.Our firm will not be responsible for job or site safety on this project. `-'7ichments: ' _.:ribution: Signed: GeoEngineers Inc. FIELD REPORT File No. 1101 Fawcett Ave., Suite 200 %o. / -00 , Tacoma,WA 98402 Project: (lj o Date: Tel: (206) 383-4940 Fax (206) 383-4923 Owner: / Report No. g -. _ _1 spared by: Locat' n: / , Arrival Time: Page: G% l� 4� / of Purpose of Visit: Weather: Depart.Time: Permit No. c.a.. 0,r,1 • trrRa- _ 119a.ai/tie or- olgtH f 1 ry /; /N5 rnikd. Per? 7-17-. )C-e ./" _5 bre,t) r A ?`Fiv c 4r o-r- [-h 77/YW . Ala rJ(-)1(Pi- fdt eI / . 6-trio 7 r/o h_e C2v5-e ra/A) • This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on r •.ntractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervision. •uection of ual work of the contractor,his employees or agents.Our firm will not be responsible for job or site safety on this project. ,' %ichments: _ fcribution: Signed: Ali�ti GeoEngineers Inc. FIELD REPORT File No. 1101 Fawcett Ave., Suite 200 / -00 Tacoma,WA 98402 Project:c/ O/fir (2G Date:G/ /9�` Tel: (206) 383-4940 ' ( ' Fax: (206) 383-4923 Owner: s Report No. . :`pare �•j' ' Location. �`- LF Arrival Time: Page: -fief/CA/ / of Purpose of Visit: Weather: Depart.Time: Permit No. &Iry I /tr. Pit rr4ided DttPr G Arc 7va/0v 1~"d 174/(Y rant,/iv e , /ua �r2i 'tX . )fr /�I 11i�/�- // 1,, � 9 /rop5 /, W Vo1-74 /94/r,/ 771 g'Ipck ()Di tp' ( f/// 16 5,11 771 teN . • • This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely o e contract-r to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervisiodirection .f the actual work of the contractor,his employees or agents.Our firm will not be responsible for job or site safety on this project. I "ichments: 4 i ribution: Signed: Geo4Engineers • April 6, 1995 Geotechnical, Geoenvironmental and Geologic Services M.A. Segale, Inc. Manufactured/Modular Home Community Post Office Box 88050 Tukwila, Washington 98138 Attention: Mr. Dana Warren Report Addendum Hydrogeologic& Geotechnical Services Infiltration Ponds/Slope Stability Impacts Cedar Crest Manufactured Home Community Renton, Washington File No. 0291-006-T03 INTRODUCTION AND SCOPE This report addendum presents the results of our evaluation of potential slope stability impacts from the on-site stormwater retention/infiltration system proposed for the Cedar Crest development. This addendum is a part of our Hydrogeologic & Geotechnical report for the project dated October 24, 1995. The proposed Cedar Crest manufactured home community will be situated within the Segale gravel mine site. The site consists of approximately 133 acres and is located north of the Maple Valley Road (State Route 169) and south of northeast 3rd Street in Renton, Washington. The site location is shown on the Site Plan/Vicinity Map, Figure 1. SITE CONDITIONS SURFACE CONDITIONS The site is located on the south margin of an upland area north of the Cedar River valley. The south margin of the site consists of a bluff that forms the north wall of the Cedar River valley. The site has been surface-mined for sand and gravel. Topography at the site generally consists of steep cut slopes along the north, east and west margins of the mine area and flat to gently rolling surfaces within the mine. The cut slopes at the margins of the surface-mine area generally range from 2H to 1V (50 percent) to 12 to 1 (75 percent). A natural slope extends down to the Cedar River valley on the south property margin. GeoEngineers,Inc. 6240 Tacoma Mall Blvd.,Suite 318 Tacoma,WA 98409 Telephone(206)471-0379 Fax(206)471-0521 'O.in..;A nn.n...:nlnA noon. .. > .._ _.. t .•.'�Sa i_. .f - v ... s ... t. M.A. Segale April 6, 1995 Page 2 • The southern slopes are generally inclined at about 80 to 130 percent with localized near-vertical areas. The existing ground surface of the surface-mine area drains to the north-northwest. The extreme southern slope drains to the south. Construction of three retention ponds is proposed for on-site stormwater infiltration. The ponds will be located in the central portion of the development, at the base of the eastern and western pit walls as shown on Figure 1. There are no downward slopes in the vicinity of the ponds. SUBSURFACE CONDITIONS Geologic/soils conditions at the site are discussed in detail in our previous report. Soils at the site generally consist of fine to coarse-grained recessional and Vashon advance glacial outwash over older pre-Vashon glacial and inter-glacial deposits, and Tertiary bedrock (Eocene and/or Oligocene sedimentary rocks). Most of the recessional outwash has been removed from the pit area, exposing the advance outwash soils. The advance outwash generally consists of dense to very dense fine to medium sand with a variable gravel content and a trace of silt. Localized lenses of silty sand, sandy silt and clayey silt occur within the advance sediments. The Vashon advance sands typically have a moderate permeability. STORMWATER INFILTRATION The results of our previous study indicated that infiltration of storm water is feasible at the site and will, in effect, maintain the existing recharge of the ground water system. The granular soils in the site area are relatively permeable and we expect moderate to rapid downward percolation in the pond areas. Based on our previous study, the direction of ground water flow in the site area is west and northwest. Infiltration and dissipation rates for the soils in the proposed pond areas are discussed in our previous report. We understand that an infiltration blanket will be constructed north of the western pond to increase dissipation rates in accordance with our recommendations. The blanket will be constructed in the area shown on Figure 1. CONCLUSIONS AND RECOMMENDATIONS We conclude that infiltration of stormwater from the three proposed retention ponds will have no potential impact on slope stability at the site based on the following: • Ground water flows to the west/northwest from the infiltration facilities. • There are no downward slopes in the vicinity of the ponds; the pit walls adjacent to the ponds extend upward and will not be affected by the infiltration of stormwater. G e o E n g i n e e r s File No.0291-006-T03 M.A. Segale April 6, 1995 Page 3 • The southern slope extending downward from the site is at least 1000 feet south of the proposed retention ponds. The slope is upgradient from the ponds with respect to ground water flow and will not likely be impacted by the proposed infiltration. Ground water levels will be at or below historic levels in the slope areas. 4 O ► We appreciate the opportunity to work with you on this project.. Please contact us if you have any questions. Yours very truly, HEArb' WAS' 4' ��w �f�.6)N GeoEn ineers, Inc. 41 /7//1//fiClast �n �c�' 12979 `Cif w Gary W. Henderson SSIoNAL Principal EXPIRES j/ao/16 SLF:GWH:vc Document ID:0291006R.ADD Five copies submitted G e o E n g i n e e r s File No.0291-006-T03 • Report•. Hydrogeologic & Geotechnical Services Proposed Residential Development . Renton, Washington October 24, 1994 For _ M.A. Segale, Inc. Manufactured/Modular Home Community GeoEngineers File No.0291-006-T03 Geo�-0 Engineers October 24, 1994 Geotechnical, Geoenvironmental and Geologic Services M.A. Segale, Inc. Manufactured/Modular Home Community Post Office Box 88050 Tukwila, Washington 98138 Attention: Mr. Dana Warren Report Hydrogeologic& Geotechnical Services Cedar Crest Manufactured Home Community Renton, Washington File No. 0291-006-T03 INTRODUCTION This report presents the results of our geotechnical engineering services for your proposed Cedar Crest manufactured home community to be situated within the Segale gravel mine site. The site consists of approximately 133 acres and is located north of the Maple Valley Road(State Route 169) and south of northeast 3rd Street in Renton, Washington. The site location is shown on the Site Plan/Vicinity Map, Figure 1. Our understanding of the proposed project is based on discussions with you, our site visits and our review of the documents provided. We understand that the site will be developed as a MHC (manufactured home community) with approximately 400 manufactured homes. We also understand that streets and utilities, including sanitary sewer, will be constructed in accordance with the City of Renton design specifications. We understand that stormwater will be infiltrated on-site using roadway collection, treatment and infiltration systems. The proposed roadway, treatment and infiltration systems will be located within the transmission line right-of-way and in the east and west portions of the center of the site: For the purposes of clarity, the infiltration areas have been labeled A, B, and C on the attached site plan. We further understand that the grades in the proposed infiltration areas will be raised between 5 to 15 feet. GeoEngineers,Inc 6240 Tacoma Mall Blvd.,Suite 318 Tacoma,WA 98409 Telephone(206)471-0379 Fax(206)471-0521 s,,>t.� ;—.• 1'3�, - ••':'�1:Y—.Su;u�nmr>. � .�§;.��:'.s"7�.'SY.^',r�„ aye ,�T`�j;f�,'rFg'�';�:,. ns?'.—z'- n�'`+ J��.k�,pv.r..a. ;'S>-,�,�.t��sa.r'�3"a"� "wPsa`: eMIZ n fs, ;s .,.- ''gi,I°,.Ss."i.e ,4 xr£.• ;.,t'!L ?,l S. '*"o ..l.'a+.,r�._ .:.:'° `,,.',,ZWMir-.^. r?§,_71 ""'3.i R. .Ss' kAr�-. 99?� Yv ..t,. p��y? 5, `� .� �7o-, v,,,. ...i a -rL £!7�':• n.�:'.; .y. ?x',-+4a-" t• Y. <�:c-"' ,�.s'� „Fh,..- .� ...1.=%�:.x •.Y,;s>�rrc :-:c 7'�ir'f.::-.... �i'.a 'aL .k''9"` `, e. t...^n ...nf.,.,t xs i.-.,.t.�r t., ..e ., -__r ... • ...! < .z�>.-J:r.�. _.."k'-.r'�..'#tti"_h. .�eX.tr1 z.?s�rf _ .&..^mot. ar,:.n.z.4".".xr� .-�.,... ,*, ...+R: ,..et..�_}2,I,.;a....s. ,'ica.,.. _c ,.. .,.h..i !u, z+.....,.:. _ ..,,.. ,. .- �s.,J+ii. •a^5 t....lam? � "'S '4•.' M.A. Segale, Inc. October 24, 1994 Page 2 SCOPE The purpose of our services is to evaluate the subsurface conditions at the site as a basis for developing geotechnical design criteria and recommendations for the proposed development of the site, including infiltration of the on-site storm water runoff. Specifically, our scope of services includes the following: 1. Review the available geologic and hydrologic data relevant to the site. 2. Conduct a geologic reconnaissance of the site area. 3. Evaluate the subsurface conditions at the site by monitoring the excavation of test pits. • 4. Obtain soil samples at the proposed locations of the infiltration ponds, as appropriate. 5. Conduct laboratory tests on select soil samples with respect to storm water infiltration. 6. Provide our opinion with regard to the feasibility of infiltrating storm water runoff at the proposed locations. This will include infiltration rates for the soils, as appropriate. 7. Provide geotechnical recommendations for the proposed earthwork at the site. This will•_ include criteria for structural fill and compaction, foundation design, cut and fill slopes, retaining and subgrade walls, utility trench backfill and roadway subgrade. DOCUMENT REVIEW In addition to the available soil, geologic and hydrologic data for the site area, we reviewed hydrologic-geotechnical information prepared by Golder Associates, Inc. (GM). SITE CONDITIONS SURFACE CONDITIONS The site is located on the south margin of an upland area north of the Cedar River valley. The south margin of the site consists of a bluff that forms the north wall of the. Cedar River valley. The site has been surface-mined for sand and gravel. Topography at the site generally consists of steep cut slopes along the north, east and west margins of the mine area and flat to gently rolling surfaces within the mine. The cut slopes at the margins of the surface-mine area generally range from 2H to 1V (50 percent) to 11h to 1 (75 percent). A natural slope extends down to the Cedar River valley on the south property margin. Slopes in this area are generally 80 to 130 percent with localized near-vertical areas. The existing ground surface of the surface-mine area drains to the north-northwest. The extreme southern slope drains to the south. Elevations in the upland area generally range from about 210 to 330 feet at the top of the bluff to between 230 and 300 feet in the central and north portions of the site. Vegetation at the site varies according to topography. The surface-mined upland areas are generally sparsely vegetated with grass, brush and occasional alder trees. Areas of denser vegetation consisting of heavy underbrush and scattered trees occur along the margins of the G e o E n g i n e e r s File No.0291-006-T03 M.A. Segale, Inc. October 24, 1994 Page 3 surface-mine area. Vegetation is well established along the south portion of the property, except for localized areas of steep slopes. Surface water was observed near the center of the site in storm water/silt control structures at the time of our site investigation. The water appears to be perched on a thin accumulation of fine soil. Flow from this area is to the west and north via an excavated ditch. The outflow is directed to a topographic basin located in the northwest portion of the site. Water seepage was observed in the topographic basin located in the northwest portion of the site. The water seepage appears to originate from a perched sandy silt lens within the hillside slope. The ground water seepage and surface water flow is collected in a drop-structure located near the center of the basin and discharged to the pond/drainage channel located in the northwest corner of the site. Based on our previous work at the site and our recent site reconnaissance, no significant ground water seepage was observed on the bluff face located at the south margin of the site. GEOLOGIC CONDITIONS General geologic conditions at the site were evaluated by reviewing published and nonpublished (in-house and outside reports) information, our geologic reconnaissance and excavating 21 test pits at the approximate locations shown on the site plan. Logs of our field explorations and laboratory results are presented in Figures 3 through 14. Subsurface conditions are described in detail in the Subsurface Conditions section of this report. The site is located on the southern margin of the Coalfield Drift Upland, a broad glacial outwash plain. Soils at the site generally consist of fine to coarse-grained recessional and advance glacial outwash over older pre-Vashon glacial and inter-glacial deposits, and Tertiary bedrock (Eocene and/or Oligocene sedimentary rocks). These deposits have been modified by weathering and erosion since the last glaciation and a surficial layer of topsoil has formed over the native soil deposits. The recessional outwash at the site is characterized as discontinuous layers of unconsolidated loose to medium dense sand and gravel deposited by meltwater from the retreating glacier(Vashon stade of the Fraser glaciation). Based on the geometry of the recessional deposits in the site area, the sands and gravel deposits in this area were likely deposited in/adjacent to a glacial outwash channel. Recessional deposits at the site contain only minor amounts of silt and have a moderate to high permeability. Within the pit, most of the recessional material has been removed. However, it remains in the pit walls and in areas adjacent to the pit. Glacial till, commonly referred to as "hard pan," consists of very dense silty sand with variable amounts of gravel, cobbles and boulders. The till is deposited at the base of the glacial ice as it over-rides the underlying sediments. Till typically has a low permeability. Glacial till is reported to occur along the east and west margins of the site and covers most of the upland G e o E n g i n e e r s File No.0291-006-T03 M.A. Segale, Inc. October 24, 1994 Page 4 area to the north. It is likely that the outwash,stream eroded or removed the Vashon till in the • site area. Within the site area, Vashon advance outwash underlies the recessional deposits. The advance outwash generally consists of dense to very dense fine to medium sand with a variable gravel content and a trace of silt. Localized lenses of silty sand, sandy silt and clayey silt occur within the advance sediments. The Vashon advance sands typically have a moderate permeability. Variations in fines/gravel content and density may result in perched or concentrated ground water conditions. Glaciofluvial/interglacial silty sand, sandy silt and clayey silt underlies the Vashon advance sediments. These sediments were over-ridden by the glacier and are generally in a very dense condition. They typically have a low permeability. Older glacial sediments and Tertiary bedrock material are exposed along the lower elevations of the southern bluff, where the Cedar River bisected the upland area after the last • glacial ice retreat from the area. Undifferentiated pre-Vashon glacial and'interglacial deposits were observed along most of the southern bluff slope. These soils generally consist of older glacial outwash and till, and interbedded silt, silty sand and fine sand. These older soils are glacially consolidated and have a very low permeability. Based on our review of the available boring data at the site and the elevations of the older soil exposures in the bluff, the surface of these soils appears to slope to the north-northwest. SLOPE STABILITY In general, the native soils at the site consist of medium dense to dense recessional outwash over very dense glacially consolidated pre-Vashon sediments and bedrock. These materials are generally stable relative to deep-seated failure and appear to be stable in their existing condition. The undisturbed glacially consolidated soils at the site have very high strengths and are stable at very steep (3/4 to 1 and steeper) slopes. We previously evaluated the slope stability of the south bluff area. The results of our evaluation are presented in our March 7, 1994 report. No evidence of deep-seated slope failure was observed. Weathering, erosion, and the resulting surficial sloughing and shallow landsliding are natural processes that affect steep slope areas. Instability of this nature is confined to the upper weathered or disturbed zone which has lower strength. Significant weathering typically occurs in the upper 2 to 3 feet and is the result of oxidation, root penetration, wet/dry cycles, and freeze/thaw cycles. Erosion in steep slope areas can be reduced and/or managed through proper design and construction of the development. This may include proper drainage control and/or retention/catchment systems. Erosion control recommendations for the slope areas are provided in the Setbacks, and Erosion and Sediment Control sections of this report. G e o E n g i n e e r s File No.0291-006-T03 M.A. Segale, Inc. October 24, 1994 Page 5 SUBSURFACE CONDITIONS Subsurface conditions at the site were explored by excavating 21 track-hoe test pits, reviewing 6 borehole logs and pump test data, and reviewing 13 water well logs from Ecology files. Our test pits were excavated to depths of 6 to 20 feet below the existing ground surface. The locations of the test pits were selected based on the site map provided, which showed the planned location of the infiltration systems. The explorations were located in the field by pacing • from existing features. The approximate locations of the test pits are shown on the Site Plan/Vicinity Map, Figure 1. The test pits were monitored by a representative from our firm. Soils encountered were examined and classified, and soil samples were obtained from immediately below the proposed pond bottom elevations. Soils encountered in the explorations were classified in general accordance with ASTM D-2488, the Standard Practice for the.Classification of Soils (Visual- Manual Procedure). A description of this soil classification system is given in Figure 2. Logs of the explorations are included as Figures 3 through 11. Soil samples obtained at the planned pond-bottom elevation were tested to determine their gradation. The gradation curves are presented as Figures 11 through 14. In addition to our subsurface explorations, we reviewed the data from 6 test borings completed at the site in 1988. The borings ranged in depth from 25 feet to 99 feet below the ground surface. Monitoring wells were constructed in borings 1,2 3, 4 and 6. A pump test performed on well 6 with well 4 used as an observation well. An extraction slug test was conducted in well 2. The soils in the site area consist of Vashon recessional glacial outwash, erosional remnants of Vashon glacial till and Vashon advance outwash which overly older interglacial and glacial soils and Tertiary bedrock. The soils encountered in the explorations located in the old surface-mine bottom consist primarily of medium dense to dense Vashon advance sand with a variable silt content and localized variations in the gravel content. Localized and discontinuous lenses of silt and silty sand were frequently encountered in the test pits. The lenses ranged from a few inches to a foot or more in thickness. Ground water was typically perched on the lenses. Sandy fine gravel with a trace of silt was encountered in test pit 3 from the ground surface to a depth of about 7 feet where it is underlain by sand with a trace of silt. Sandy fine gravel and gravel with a trace of sand was encountered in test pits 15 through 17 to the full depths of the test pits, 8, 91/, and 81/ feet, respectively. Significant ground water flow was observed in the gravel units at depths of about 6 to 8 feet. Older interglacial soils were encountered in the test pits in the central portion of the site. In test pits 8 and 9, partially cemented silty fine sand over hard silt with clay were encountered below the advance sands. The silty sand was encountered at depths of 11 and 16 feet, G e o Engineers File No.0291-006-T03 M.A. Segale, Inc. October 24, 1994 Page 6 respectively. In test pit 21, very stiff silt with clay was encountered at a depth of about 3 feet and extended to 7 feet where it is underlain by very stiff sandy silt. Ground water seepage was encountered in most of the test pits. The seepage ranged from very slight to significant. The small zones of perched ground water seepage on silty lenses was generally slight to moderate. The ground water seepage in the gravel units was significant. We understand that static water level in the monitoring wells located near the center of the site(4 and 5) was at 3 feet and 5 feet below the ground surface, respectively, on November 11, 1988. • The borings encountered approximately 75 feet of Vashon advance sands. Below the advance sands, glaciofluvial and interglacial silty sand, silt and clayey silt were encountered, borings 3 and 5. Borings 4 and 5, drilled near the central portion of the site, encountered lenses • of silty sand, sandy silt and clay at 181/ and 251/ feet, respectively. These silty units likely correlate with the silty units encountered in test pits 7, 8, 9 and 21. Ground water levels measured in the monitoring wells in November of 1987 were within several feet of the ground surface. Ground Water Systems There are records for 13 existing water wells located within 1 mile of the site. Data from these water wells, observed ground water seepage and our review of the GAI data constitute the basis for describing the characteristics of the aquifer system for the site area. There appears to be at least two distinct ground water (aquifer) systems within the project area. The Vashon advance outwash unconfined aquifer and a deeper pre-Vashon aquifer. Water wells in the area typically remove water from the deeper pre-Vashon confined aquifer. Several City of Renton wells are located about 1 mile southwest of the site and withdraw water from the deeper pre-Vashon confined aquifer. In addition, several wells located south of the site in the Cedar River Valley remove water from the shallow alluvial sediments. Providing that at least 50 percent of the surface water is recharge on site, it is our opinion that there will be no decrease in water available for withdrawal at the several wells and shallow water system. The Vashon advance aquifer in the site area consists of stratified sand and gravelly sand deposited during the southward advance of glacial ice. These deposits are interbedded with localized relatively low-permeability zones of silt and clay. This aquifer is a source of water for a surface water system (spring) located west of the site. This aquifer is largely unconfined (an unsaturated zone exists between the base of the overlying till, where present, and the water level within the aquifer). The thickness of the saturated zone is influenced by the relief of the surface of the underlying older deposits and by horizontal and vertical variations in permeability. These permeability variations are related to zones of soil containing variable amounts of silt and clay or significant changes in density. G e o Engineers File No.0291-006-T03 M.A. Segale, Inc. October 24, 1994 Page 7 We understand that a private water system, for irrigation purposes only, is located west of the northwest corner of the site. The water system is situated within the natural drainage channel that leaves the site and is fed, at least partially, by spring flow. The water system is reported to have a water rights claim for 250 gpm (gallons per minute). Ground Water Flow Patterns Ground water flow patterns have both vertical and horizontal components. In the site area, the primary vertical component of flow is downward percolation through the recessional outwash and till, where present, and into the advance outwash aquifer. Some portion of the water likely infiltrates through the underlying silty sediments and to deeper pre-Vashon aquifer systems. • The horizontal ground water flow pattern in the site area is controlled by less permeable or confining zones within and/or below the aquifer, the direction of dip or slope of the confining surfaces, hydraulic head, and both the regional and local topography. As previously discussed, the projected surface slope of the glaciofluvial/interglacial sediments appears to be to the northwest. Infiltrated water or ground water in this area would, therefore, flow to the northwest, at least locally. This is also supported by the lack of evidence of significant ground water seepage occurring on this portion of the bluff face. Based on our geologic reconnaissance and our review of the well logs in the site area, the ground water flow direction for the Vashon advance outwash aquifer at the site is to the west. The hydraulic gradient, or slope on the ground water surface, at the site is reported to be on the order of 0.01 to west. Ground Water Recharge The recharge to the overall aquifer system is by direct precipitation and infiltration over the entire upland area. Under existing conditions,precipitation that falls on the site rapidly infiltrates into the granular soils and recharges the aquifer systems. As the site is developed, potential changes in the surface coverage could modify the infiltration patterns at the site. The proposed development plans include infiltration of the storm water runoff from impervious surfaces at the site through designed infiltration system. Although local changes in the infiltration pattern and shallow ground water flow may occur, no net change in the overall ground water recharge or flow direction is expected as a result of the proposed site development. Water collected from the roadways will be treated in accordance with regulation requirements and then infiltrated through designed systems. CONCLUSIONS AND RECOMMENDATIONS Based on our data review, site reconnaissance and subsurface explorations, it our opinion that the site is suitable for the proposed development. No changes in ground water recharge or flow direction at the site are expected as a result of the proposed development. Precipitation that G e o E n g i n e e r s File No.0291-006-T03 M.A. Segale, Inc. October 24, 1994 Page 8 • currently falls on the site infiltrates rapidly into the granular soils that cover most of the site. As • the site is developed, the amount of impervious surface area at the site will increase. Storm water runoff from these areas will be collected and diverted to designed infiltration systems that will maintain the current infiltration levels at the site. The amount of water infiltrated at the site will not change significantly,however, the infiltration area or pattern will change. Although this may affect the local shallow ground water flow patterns, no significant adverse impact is • expected. Currently, a base flow of ground water is collected in a topographic basin located in the northwest portion of the site, and conveyed off-site. To maintain the existing site water balance, this discharge must be maintained. The proposed infiltration systems will provide adequate • recharge to maintain the water balance in the area and maintain the downstream 250 gpm spring flow. Slopes located on the site are stable relative to deep seated failure and will not be affected • by the proposed development provided our recommendations are incorporated into the development plans. The areas of erosion and surficial ravelling and sloughing that occur at the site are the result of natural processes. The proposed structures can be satisfactorily supported on medium dense to dense native soils or on adequately compacted structural fill in conformance with the manufactures' guidelines. Building setbacks from the top and toe of slopes and slope setbacks from existing transmission line towers are provided in the Setbacks section of this report. The sand and gravel soils encountered at the site are suitable for use as structural fill. Silty soils encountered locally are moisture sensitive and will be difficult to compact during wet weather conditions. Pertinent conclusions and geotechnical recommendations regarding the design and construction of the proposed development are presented below. • STORMWATER INFILTRATION/GROUND WATER RECHARGE In our opinion, infiltration of storm water is feasible at the site and will, in effect, maintain the existing recharge of the ground water system. The advance outwash granular soils should have adequate permeability to infiltrate storm water from the site, provided adequate design, construction and maintenance practices are used. Storm water runoff collected from the drive and roadway areas will be infiltrated after • treatment in accordance with current regulatory requirements. Three infiltration ponds(A, B and C) will be constructed in the central and west portions of the site. The locations of the ponds are shown on the Figure 1. Current plans include raising grades in the portion of the site proposed for storm water infiltration. To provide additional filtration of the roadway storm water, we recommend that the G e o E n g i n e e r s File No.0291-006-T03 M.A. Segale, Inc. October 24, 1994 Page 9 fill consist of a granular soil material placed as a filter blanket. Typically this consists of medium to coarse grain sand. Specific grain-size design criteria will be provided at your request. Storage capacity of the soils and possible ground water mounding during wet weather conditions may have an impact on the final design of the pond infiltration systems. We recommend that a select fill material,gravel, be used to provide additional storage capacity above the existing water table and enhance infiltration of the storm water. • Storm water infiltration rates for site soils were calculated based on the grain-size distribution of select soil samples and their corresponding soil textures. The U.S. Department of Agriculture Textural Triangle provided in the Stormwater Management Manual for the Puget Sound Basin, published in February 1992, was used to determine the soil textures and the infiltration rate. Representative soil samples were collected at the elevations of the proposed infiltration pond bottoms below the filter. The theoretical stormwater infiltration rates for the soil samples analyzed is about 8 inches per hour. This rate of infiltration would occur until the underlying soil is saturated and the water table is mounded above the bottom of the pond. When the top of the mound is above the bottom of the pond, the effective infiltration rate is equivalent to the dissipation rate of the mound. Important factors affecting the dissipation are the size and shape of the infiltration area, depth to the water table, and other factors. For percolation area B, we calculate a dissipation rate of 4 to 6 inches per hour. Based on this, a design percolation rate of 4 inches per hour is recommended. The dissipation rate for area C is calculated to be 4 inches per hour, and a percolation rate of 4 inches per hour is recommended. For area A, the dissipation rate is calculated to be approximately 2 to 212 inches per hour. In order to increase the effective rate to 4 inches per hour, we recommend the construction of a gravel infiltration blanket that extends north of the infiltration pond. The area of the infiltration blanket should be approximately the same as the bottom area of the ponds (76,800 sq. ft.) to provide an effective percolation rate of 4 inches per hour in the pond. We recommend the gravel blanket be 4 feet thick and approximately 100 feet wide. The base of the gravel should be at the same level as the bottom of the filter blanket. Extending the gravel blanket north of pond A to the region where gravel was encountered will significantly increase percolation and provide a margin of safety. A schematic section is provided as Figure 15. Storm water should be treated in accordance with current regulations prior to infiltration. We understand that wet ponds will be used for treatment of the stormwater runoff. Suspended solids could eventually clog the soil and reduce the infiltration rate if allowed to enter the ponds during construction. Because of the potential for clogging, temporary storage and handling of • surface water ponds should be done until after construction is complete and the site is paved and landscaped. Periodic sweeping of the paved areas will help extend the life of the infiltration system. G e o E n g i n e e r s File No.0291-006-T03 M.A. Segale, Inc. October 24, 1994 Page 10 Infiltration of the storm water at the site will match existing recharge conditions at the site and maintain recharge to the down-gradient water supply system. No adverse impact to the existing water system is expected. The existing collection and discharge of ground water in the west portion of the site will be maintained by the proposed storm water collection and infiltration systems. SLOPE STABILITY Based on our field observations, data review, subsurface explorations and experience, we • conclude that the slopes at the site are stable relative to deep-seated failure. No changes in slope stability are expected as a result of the proposed development. Sloped areas of 11f to 1 or steeper are currently experiencing erosion and surficial ravelling and sloughing. If measures recommended in this report are implemented, these natural processes can be expected to be retarded and sloped areas stabilized/protected as a result. SETBACKS The City of Renton restricts building on slopes of 40 percent or greater. The building setbacks from the top of slope along the south bluff which we previously provided(ranging from 25 to 40 feet from the top of the bluff) can likely be reduced based on your final grading plan and foundation designs. In other areas of the site where were structures or roadways are proposed near the toes of slopes, we recommend that catchment systems/wall be constructed using Ecology blocks or comparable materials, or that structures be set back a minimum of 8 feet. For planning purposes we recommend a setback of 15 feet from the foundation/pole of existing transmission lines to the top of 11h to 1 cut slopes. Erosion control measures should be provided to minimize any potential erosion and surficial ravelling. If the slopes are Ph:1 or less, we believe the potential for erosion is minimal. EARTHWORK Site Preparation Most of the site area was previously cleared and graded incidental to surface-mining operations. Remaining vegetated or revegetated areas to be graded should be cleared of deleterious matter including debris and organic materials. Graded areas should be stripped of any • forest duff and organic-laden soils. Based on our site observations, we estimate that stripping on the order of 2 or 4 inches will likely be necessary to remove the root zone and surficial soils containing organics in the vegetated areas of the site. Areas with deeper, unsuitable organics should be expected in the vicinity of man-made water/silt control structures created incidental to mining. Stripping depths of up to 1 foot are likely in these areas. GeoEngineers FileNo.0291-006-T03 M.A. Segale, Inc. October 24, 1994 Page 11 If the clearing operations cause excessive disturbance, additional stripping depths may be necessary. Disturbance to a greater depth should be expected if site preparation work is done during periods of wet weather. The organic-laden strippings can be stockpiled on-site and later used for landscaping purposes. Materials which cannot be used for landscaping should be removed from the project site. Following stripping and prior to placement of fill, the exposed subgrade areas should be compacted to a firm and unyielding surface. In fill areas, we recommend that trees be removed by overturning so that a majority of the roots are removed. Excavations for tree stump removal should be backfilled with structural fill compacted to the densities described in the Structural Fill section. We recommend that the exposed subgrade conditions be evaluated after removal of vegetation and topsoil stripping is completed and prior to placement of structural fill. The exposed subgrade soil should be proofrolled with heavy rubber-tired equipment during dry weather or probed with a 1/2-inch-diameter steel rod during wet weather. Silty surficial soils in the vicinity of the drainage swale should not be proofrolled if they contain excessive moisture. Any soft, loose or otherwise unsuitable areas delineated during proofrolling or probing should be recompacted, if practical, or overexcavated and replaced with structural fill, based on the recommendations of our site representative. Structural Fill All new fill material used to achieve design grades within the building and roadway areas should be placed as structural fill. The structural fill should be placed in horizontal lifts of appropriate thickness to allow adequate and uniform compaction of each lift. Fill placed in the building and pavement areas should be compacted to at least 95 percent of MDD (maximum dry density as determined in accordance with ASTM D-1557). The appropriate lift thickness will depend on the fill characteristics and compaction equipment used. The suitability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. During wet weather, we recommend use of well-graded sand and gravel with less than 5 percent passing the No. 200 sieve based on that fraction passing the 3/4-inch sieve. Material placed for structural fill should be free of debris,organic matter, trash and cobbles greater than 6 inches in diameter. Particle sizes larger than 3 inches should be excluded from the top 1 foot of fill. The moisture content of the fill material should be adjusted as necessary for proper compaction. G e o E n g i n e e r s File No.0291-006-T03 M.A. Segale, Inc. October 24, 1994 Page 12 Suitability of On-Site Materials as Fill During dry weather construction, any nonorganic on-site soil may be considered for use as structural fill, provided it meets the criteria described above in the structural fill section and can be compacted as recommended. If the material is over-optimum moisture content when excavated, it will be necessary to aerate or dry the soil prior to placement as structural fill. In general, the granular soils (sand and gravel) observed in our test pits and encountered in the borings with less than 10 percent fines (material passing the No. 200 sieve) may be used as structural fill. This material is comparable to commercial "pit run" sand and gravel. "Cleaner" material, less than 5 percent fines, will be suitable as structural fill during wet weather conditions. Most of the site soils will likely meet this criteria. • CUT AND FILL SLOPES . Temporary cut slopes may be necessary during grading operations. As a general guide, temporary slopes of 11/ to 1 (horizontal to vertical) or flatter may be used for temporary cuts in the upper 3 to 5 feet of the glacially consolidated soils that are weathered to a loose/medium dense condition. Temporary slopes of 1 to 1 or flatter may be used in the unweathered dense to very dense sands and gravels or till. These guidelines assume that all surface loads are kept at a minimum distance of at least one half the depth of the cut away from the top of the slope and that significant seepage is not present on the slope face. Although no significant seepage is expected, flatter cut slopes will be necessary if encountered. We recommend a maximum of 11h to 1 for permanent cut slopes and 2 to 1 for permanent fill slopes. Where the recommended slopes are not feasible, catchment or retaining structures are recommended. In addition, we recommend that new cut slopes of 112 to 1 be covered with jute mat and hydroseeded. Fill placed on slopes that are steeper than 5 to 1 should be "keyed" into the undisturbed native soils by cutting a series of horizontal benches. The benches should be 1'h times the width of equipment used for grading and a maximum of 3 feet in height. Subsurface drainage may be required in seepage areas, if encountered. Surface drainage should be directed away from all slope faces. Some minor raveling may occur with time. All new and existing slopes should be seeded as soon as practical to facilitate the development of a protective vegetative cover or otherwise protected. BUILDING FOUNDATIONS The proposed manufactured/modular homes should be supported in accordance with the manufactures' recommendations. Spread footings will likely provide adequate support for the proposed structures. Footings which bear on dense native soil or on structural fill compacted to at least 95 percent of the MDD can be designed using an allowable soil bearing pressure of 2,000 psf for combined dead and long-term live loads, exclusive of the weight of the footing and G e o E n g i n e e r s File No.0291-006-T03 M.A. Segale, Inc. October 24, 1994 Page 13 any overlying backfill. This value may be increased by one-third for transient loads such as those induced by seismic events or wind loadings. We recommend a minimum width of 2 feet for isolated footings and 16 inches for continuous wall footings. We expect that specific requirements for stabilizing the manufactured home units will be required. Based on the type of system used, specific geotechnical criteria can be provided for the various systems. We estimate that settlements of footings designed and constructed as recommended will be less than 1/2 inch, with differential settlements between comparably loaded footings of 1/2 inch or less. Settlements will occur essentially as loads are applied. Disturbance of the foundation subgrade during construction could result in larger settlements than predicted. LIMITATIONS We have prepared this report for M.A. Segale, Inc., the property owner, and their agents for use in the design of geotechnical parameters and storm water infiltration systems for this project. Our conclusions and recommendations are based on widely spaced explorations and subsurface conditions between the explorations may vary from those reported. Subsurface conditions should be monitored during construction to evaluate the consistency of soil type and grain size. It may be necessary to modify the design of the stormwater infiltration systems if soil conditions differ from those encountered in the test pits. Our report, conclusions and interpreta- tions should not be construed as a warranty of the subsurface conditions. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time this report was prepared. No warranty, express or implied, should be understood. 4 O ► GeoEngineers FileNo.0291-006-T03 M.A. Segale, Inc. October 24, 1994 Page 14 We appreciate the opportunity to be of service to Segale Business Park. Please call if you have questions regarding this report. 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P _ SOIL CLASSIFICATION SYSTEM GROUP MAJOR DIVISIONS SYMBOL GROUP NAME GRAVEL CLEAN GW WELL-GRADED GRAVEL,FINE TO COARSE GRAVEL COARSE GRAVEL GRAINED GP POORLY-GRADED GRAVEL SOILS More Than 50% of Coarse Fraction GRAVEL GM SILTY GRAVEL Retained WITH FINES on No. 4 Sieve GC CLAYEY GRAVEL More Than 50% Retained on SAND CLEAN SAND SW WELL-GRADED SAND,FINE TO COARSE SAND No. 200 Sieve SP POORLY-GRADED SAND More Than 50% of Coarse Fraction SAND SM SILTY SAND • Passes WITH FINES No. 4 Sieve SC CLAYEY SAND FINE SILT AND CLAY ML SILT GRAINED INORGANIC SOILS CL CLAY Liquid Limit Less Than 50 ORGANIC OL ORGANIC SILT, ORGANIC CLAY More Than 50% SILT AND CLAY MH SILT OF HIGH PLASTICITY, ELASTIC SILT • Passes INORGANIC CH CLAY OF HIGH PLASTICITY,FAT CLAY No.200 Sieve Liquid Limit 50 or More ORGANIC OH ORGANIC CLAY,ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification is based on visual examination of soil Dry Absence of moisture,dusty,dry to the touch in general accordance with ASTM D2488-90. Moist- Damp,but no visible water 2. Soil classification using laboratory tests is based on ASTM D2487-90. Wet- Visible free water or saturated, usually soil is obtained from below water table 3. Descriptions of soil density or consistency are based on interpretation of blow count date,visual appearance of soils,and/or test data. w - SOIL CLASSIFICATION SYSTEM Geo., FIGURE 2 LOG OF TEST PIT DEPTH BELOW' SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION TEST PIT 1 0.0-9.5 SP Brown fine to medium sand with a trace of silt and occasional gravel(medium dense to dense,moist to wet) Test pit completed at a depth of 9.5 feet on 09/19/94 Moderate ground water seepage observed at approximately 8.0 feet Severe caving observed Disturbed soil sample obtained at a depth of approximately 4.0 feet TEST PIT 2 0.0-6.5 SP Brown fine to medium sand with a trace of silt(medium dense to dense,moist to wet) Lenses of fine sand with silt @ 6.0 feet Test pit completed at a depth of 6.5 feet on 09/19/94 Moderate ground water seepage observed at approximately 6.0 feet Severe caving observed TEST PIT 3 0.0-7.0 SP Brown sandy fine gravel with a trace of silt(medium dense to dense,moist) 7.0- 10.0 SP Brown fine to medium sand with a trace of silt(dense to very dense,moist) Test pit completed at a depth of 10.0 feet on 09/19/94 No ground water seepage observed Moderate to severe caving observed Disturbed soil sample obtained at a depth of approximately 2.0 feet THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. t��� LOG OF TEST PIT Geo !Engineers FIGURE 3 LOG OF TEST PIT DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION TEST PIT 4 0.0-2.0 SP Dark brown fine to coarse sand with a trace of silt and occasional gravel(medium dense,moist) 2.0-4.5 GP Dark brown sandy gravel with a trace of silt(medium dense to dense,moist) 4.5-12.0 SP Dark brown fine to medium sand with a trace of silt(dense to very dense,wet) Test pit completed at a depth of 12.0 feet on 09/19/94 Slight ground water seepage observed at approximately 4.0 feet Severe caving observed Disturbed soil sample obtained at a depth of approximately 3.0 feet TEST PIT 5 0.0- 14.0 SP Brown fine to medium sand with a trace of silt(medium dense to very dense,moist) Test pit completed at a depth of 14.0 feet on 09/19/94 No ground water seepage observed Severe caving observed TEST PIT 6 0.0- 15.5 SP Brown fine to medium sand with a trace of silt and occasional gravel(medium dense to very dense,moist to wet) Test pit completed at a depth of 15.5 feet on 09/19/94 Slight ground water seepage observed at approximately 5.5 and 11.0 feet Severe caving observed THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. LOG OF TEST PIT Geo eers FIGURE 4 LOG OF TEST PIT DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION TEST PIT 7 0.0-3.0 SP-SM Brown gravelly fine to medium sand with silt(medium dense,moist) 3.0-6.5 SP Brown fine to medium sand with a trace of silt(dense,moist) 6.5-8.0 SM Gray silty fme sand(dense to very dense,wet) 8.0-18.5 SP Gray fine sand with a trace of silt(dense to very dense,wet) Test pit completed at a depth of 18.5 feet on 09/19/94 Slight ground water seepage observed at approximately 2.0 and 8.0 feet Severe caving observed TEST PIT 8 0.0-2.0 SP Brown fine to medium sand with gravel and a trace of silt(medium dense,moist) 2.0-7.0 SP Dark gray fine to medium sand with a trace of silt and occasional gravel(dense to very dense,moist to wet) 7.0- 11.0 SP Brown fine to medium sand with a trace of silt(very dense,moist to wet) 11.0- 13.0 SM Tan silty fme sand(very dense,moist) 13.0- 16.0 ML Bluish gray silt with clay(hard,moist) Test pit completed at a depth of 16.0 feet on 09/19/94 Very slight ground water seepage observed at approximately 2.0 and 11.0 feet Moderate caving observed Disturbed soil sample obtained at a depth of approximately 8.0 feet THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. tLOG OF TEST PIT Geo., Engineers FIGURE 5 LOG OF TEST PIT DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION TEST PIT 9 0.0-3.0 GM Brown gravel with sand and silt(very dense,moist) 3.0- 16.0 SP Brown fine to medium sand with a trace of silt(very dense,moist) 16.0- 17.5 SM Tan silty fine sand(very dense,moist) 17.5-20.0 SM Brown silty sand with gravel(very dense,moist)(cemented) Test pit completed at a depth of 20.0 feet on 09/19/94 No ground water seepage observed Minor caving observed TEST PIT 10 • 0.0-1.0 SM Gray silty sand with gravel(very dense,moist) 1.0- 19.0 SP Brown fine to medium sand with a trace of silt(very dense,moist) Test pit completed at a depth of 19.0 feet on 09/19/94 No ground water seepage observed Minor caving observed TEST PIT 11 0.0-2.5 SP-SM Dark brown fine to coarse sand with silt and gravel(dense,moist) 2.5-6.0 SP Light brown fine to medium sand with a trace of silt(medium dense to dense,moist) 6.0-9.5 SP-SM Gray fine to medium sand with silt(medium dense,moist) 2 foot layer of hay and rotted wood 9.5- 14.0 SP Brown fine to medium sand with a trace of silt and occasional gravel (medium dense,moist) 14.0- 16.5 SP Grades to medium sand(medium dense to dense,wet) Test pit completed at a depth of 16.5 feet on 10/17/94 Ground water seepage observed at a depth of 14.0 feet Caving at and below seepage Disturbed soil sample obtained at a depth of 5.5 feet THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. gpv LOG OF TEST PIT Geo. Engineers FIGURE 6 LOG OF TEST PIT DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION TEST PIT 12 0.0-2.7 SP Brown fine to medium sand with gravel and a trace of silt(medium dense to dense, moist) 2.7-3.5 SP Brown gravelly fine to coarse sand(dense,moist) 3.5-4.5 SP-SM Dark brown fine to medium sand with silt and gravel(dense,moist) 4.5-6.0 GP Brown sandy gravel(dense,moist) 6.0-9.0 SP Brown gravelly fine to medium sand(dense,moist) 9.0- 10.5 SP-SM Gray fine to medium sand with silt partings(dense,moist) 10.5- 15.0 SP-SM Brown fine to medium sand with gravel and silt partings(dense,moist) Test pit completed at a depth of 15.0 feet on 10/17/94 Ground water seepage observed at 14.0 feet Caving observed at 14.0 feet Disturbed soil samples obtained at depths of 2.0,3,0 and 13.5 feet TEST PIT 13 0.0-1.5 GP-GM Brown sandy gravel with silt(medium dense,moist) 1.5-3.5 SP Brown medium sand with gravel and a trace of silt(dense,moist) 3.5-4.5 GP-GM Dark brown gravel with silt and sand(dense,moist) 4.5-7.0 SP-SM Light brown fine to medium sand with silt and occasional gravel(dense,moist) 7.0- 12.5 SP Gray fine to medium sand with a trace of silt(dense,moist) 3-foot layer of organic material and tree parts 12.5- 13.0 SM Gray fine silty sand(dense,moist) 13.0- 16.0 SP-SM Brown fine to medium sand with silt(dense,moist) Test pit completed at a depth of 16.0 feet on 10/17/94 No ground water seepage observed No caving observed Disturbed soil samples obtained at depths of 4.0,and 5.0 feet THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. LOG OF TEST PIT Geo 4-;Engineers FIGURE 7 LOG OF TEST PIT DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION TEST PIT 14 0.0- 1.5 GP Brown sandy gravel with a trace of silt(medium dense,moist) 1.5-5.0 SP Brown fine to medium sand with a trace of silt and occasional gravel(dense,moist) 5.0- 15.0 SP-SM Gray fine to medium sand with silt(dense,moist) Increasing particle size and decreasing silt content with depth Grades to wet Test pit completed at a depth of 15.0 feet on 10/17/94 Ground water seepage observed at 14.0 feet Caving observed at 14.0 feet Disturbed soil sample obtained at a depth of 3.5 feet TEST PIT 15 0.0-2.0 SP Light brown fine to medium sand with a trace of silt and occasional gravel(medium dense,moist) 2.0-8.0 GP Brown sandy gravel(medium dense to dense,moist) Grades to gravel with a trace of sand(medium dense to dense,wet) Test pit completed at a depth of 8.0 feet on 10/17/94 Ground water seepage observed at 4.5 feet,with a significant flow at 6.0 feet Severe caving observed Disturbed soil sample obtained at a depth of 5.0 feet TEST PIT 16 0.0-2.0 SP-SM Brown gravelly fine to medium sand with silt(medium dense,moist) 2.0-9.5 GP Gray sandy gravel(medium dense to dense,moist) Grades to wet Test pit completed at a depth of 9.5 feet on 10/17/94 Ground water seepage observed at 8.0 feet Severe caving observed THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. LOG OF TEST PIT Geo. OEngineers FIGURE 8 LOG OF TEST PIT ( DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION TEST PIT 17 0.0-2.5 GP Brown sandy gravel with a trace of silt(medium dense,moist) 2.5-5.5 GP Gray sandy gravel(medium dense to dense,moist) 5.5-8.5 GP Brown gravel with sand and a trace of silt(medium dense to dense,wet) Test pit completed at a depth of 8.5 feet on 10/17/94 Ground water seepage observed at 8.0 feet Caving observed at 3.0 feet TEST PIT 18 0.0-6.0 SP Light brown fine to medium sand with occasional gravel and a trace of silt(medium dense,moist) Grades to medium dense to dense,wet) Grades to wet Test pit completed at a depth of 12.0 feet on 10/17/94 Ground water seepage observed at 6.0 feet Caving observed at 5.0 feet TEST PIT 19 0.0-3.0 GP Brown gravel with sand and a trace of silt(medium dense,moist) 3.0-8.0 SP Brown fine to medium sand with a trace of silt and occasional gravel (medium dense,moist to wet) Test pit completed at a depth of 8.0 feet on 10/17/94 Ground water seepage observed at 6.0 feet Severe caving observed THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. �►�� LOG OF TEST PIT Geo O Engineers FIGURE 9 LOG OF TEST PIT DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION TEST PIT 20 0.0- 1.0 GP Dark brown sandy gravel with a trace of silt(medium dense,moist) 1.0-7.0 SP Brown fine to medium sand with occasional gravel and a trace of silt (medium dense,moist to wet) Test pit completed at a depth of 7.0 feet on 10/17/94 Ground water seepage observed at 6.0 feet Severe caving observed TEST PIT 21 0.0-3.0 SP Brown fine to medium sand with occasional gravel and cobbles and a trace of silt (dense to medium dense,moist) 3.0-7.0 ML Gray silt with clay and a trace of sand(very stiff,moist) 7.0- 10.0 ML Gray sandy silt(very stiff,moist) Test pit completed at a depth of 10.0 feet on 10/17/94 No ground water seepage observed No caving observed THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. LOG OF TEST PIT Geo OEngineers FIGURE 10 0291-006-TO `,GWH:vc 09/29/94 U.S.STANDARD SIEVE SIZE 3' 1.5' 3/41/2'3/8' #4 #10 #20 #40 #60 #100 #200 100 I I CD -..... .... •-......... .............. ... .............. O 90 - \\\\- 80 70 - _ 0 . _ cg. CD 60 - _. v........... ..... . .. ... , ...... . _ .. . VS Z a 50 -.-...A ................ .. h......... � 40 - 0 _. vv ......... ......... . W °- 30 -.._. .... ............. . 20 - . • 10 -............... •--•...... .......... 0 33 1 1 . 0 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I m m 7 7 - 11 1 1 I I I I I 1 r T T I . I I. a 1 p D1,000 100 10 1 0.1 0.01 0.001 21 -I GRAIN SIZE IN MIWMETERS O O C Z 33 rn C COBBLES COARSE GRAVEL FINE COARSE MEDIUM SAND FINE OR CLAY Xi i . < m W SYMBOL EXPLORATION SAMPLE NUMBER DEPTH(FEET) SOIL DESCRIPTION • TP-1 4.0 Fine to medium sand with a trace of silt and occasional gravel . . ,0291-006-TO. 3WH:vc 09/29/94 , U.S.STANDARD SIEVE SIZE 3 1.5' 3/41/23/8' #4 #10 #20 #40 #60 #100 #200 100 I I III I I I I I I I . .• CD _..... .... ••-••••••••• •--... •••• •••••• •- 0 90 — fl k I * . _ • , ril _..... .... ............ .......... ... ..... .... 70 — ?• C9 g• L.1 60 - CD CD .... z i Cl) 40 — (Sj . • - ... -- .....,.....,... cc - w ............._........ ........... .....,.....,... ........ .• • 20 — • ............ ... .............. O - 33 )2` 0 ill , i i I i Hill 1 i . I iiiiii i I . ili . i , I . I III , i I I I I pm D 1.000 100 10 1 0.1 0.01 0.001 > 21. _1 GRAIN SIZE IN MILLJMETERS G) 0 C Z M GRAVEL SAND rn 0 COBBLES SILT OR CLAY COARSE FINE COARSE MEDIUM FINE C N < co SYMBOL EXPLORATION SAMPLE . NUMBER DEPTH(FEET) SOIL DESCRIPTION • TP-3 2.0 Sandy fine gravel with a trace of silt • ..... . . . . _._ - , 0291-006-T01i _,- GWH:vc 09/29/94 U.S.STANDARD SIEVE SIZE 3 1.5' 3/4'1/2'3/8' #4 #10 #20 #40 #60 #100 #200 C") 100 I I III . I I I I I I I CD -•-- ...• .•--•••...• •--- .... -.- •- -.- •-- •-• 0 90 — If i‘ _ Cg. DI 70 __..... .... .......... . .............. ... (.9 a) 60 _ 2 0 .,...... • .....,.....,... ...,.......... 'cis 6 50 —•-- ... ' " i ............... ....,.....-... co 40 — . 6 cc ... ... u.1 -' a- 30 — .. "" ..........-... 20 — • • ••—••••••- •--— 0 XI . ):0 0 i, , . i I I I Hi . . , . 1. 1-1 1 I I I I- 11111 1 1 1 I 11111 I 1 1 1 11111 1 1 I 1 0 1.000 100 10 1 0.1 0.01 0.001 X". GRAIN SIZE IN MILLIMETERS G) 0 C Z 33 GRAVEL SAND rri 0 COBBLES SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE C ...1 33 •• M W SYMBOL EXPLORATION SAMPLE SOIL DESCRIPTION NUMBER DEPTH(FEET) • TP-4 3.0 Sandy gravel with a trace of silt 0291-006-T0 _,cGWH:vc 09/29/94 _ • U.S.STANDARD SIEVE SIZE 3' 1.5' .3/4'1/2'3/8' #4 #10 #20 #40 #60 #100 #200 100 I I . I I I I I I I I I I CD _.... .... .......... .. ........ ... .............. O 90 — ./lla - • • \1\\- 80 — Ip,s' 70 — . • Cg. 60 — IC5 _..v. ... ......,.... CA z—, 50 —..h...-.. ........ co EL � 40 — W 0 W EL30 —. • ........ ... .......... .............. ..,....... 20 — 10 —..... ••••••...... .......... O - 0 I I 1 1 I 1 1 1 11 1 1 1 I I I 7 'fill 1 I f 1 I FF1 1 1 I I I I I I i I I I I I I IIIII I I I I Xs, 1 0 1,000 100 10 1 0.1 0.01 0.001 11 -a'i GRAIN SIZE IN MIWMETERS 0 O C Z rn 0 COBBLES GRAVEL SAND SILT OR CLAY COARSE FINE COARSE MEDIUM FINE - M A < T? N SYMBOL EXPLORATION SAMPLE - SOIL DESCRIPTION NUMBER DEPTH(FEET) • TP-8 8.0 Brown fine to medium sand with a trace of silt • ;T • 1 • • • r. • . . .• 1 .• • • .1 , • #0` •• POND • . „,. "I'di:Pmv"RXffAk, *.ukk " " :.:„ • • , .,,,,v,ommmmamommmmommoK • 4••-* ":••••,. \•.•• innitra : •**7-:.. • =APP. - " - r-r=••• •:•%•••••••••, • • Ilt03"045)01100BROMMINVInNHOMSESMRMOVVAMOPMENEMONERifiinifiiiiiiiNgeognigmkg, /• •/;,:i7y , , • ;. • W.: /./4,•1.,,,14";/"..0/' ./e/,2 0„4/ ,/?"(4,0044400,41; 47/. .0,41:A4,9 %4MhOA3$5.,,,eiwej ,z)a, 40:0x- westager,:.,..,40144,44t410804ipomr.4,;,„::,.(4 ?Ail* ‘,..V.t:W.:* • • •kW,' ftArk...%,,,,Ne.441:tbi KgraNSV: E?:40":WaNagra;:',4.Z.KCargik4 Vso, • (3) • co 0 a 0 0 C 0 . . CC NOT TO SCALE 8 SCHEMATIC SECTION OF GRAVEL INFILTRATION BLANKET 0_ Geo Engineers • • 11 .1 • FIGURE 15 • 1 PRELIMINARY GEOTECHNICAL REPORT McMAHON PROPERTY ROAD ALIGNMENT Prepared For CENTRON This report was prepared under the supervision of a registered professional engineer os�.0"awwifth • 17706 ri�,:. S by � % 4i sr 40. : Q CH2M HILL .. �,c`e S/�N . ay 1988 SEA24614.B0 seOS6604/001/1 • CONTENTS Page Introduction -1 Project Description 1 Site Description 1 Site Geology 2 Field Exploration 3 Subsurface Conditions 4 Results of Laboratory Testing 6 Stability Analyses 6 Cut Slope 6 Fill Slope 7 Discussion 8 Additional Recommended Geotechnical Exploration and Analyses 10 References 10 Appendix A. Results of Laboratory Testing Appendix B. Logs of Test Borings 9 ! 'O 1 Ci d se0S6604/003/1 TABLES Page 1 Water Level Readings 5 2 Direct Shear Test Results for Lacustrine Silt 7 • FIGURES 1 Geologic Map At end 2a Schematic Geologic Profile, Station 13+00 At end 2b Schematic Geologic Profile, Station 16+00 At. end • 2c Schematic Geologic Profile, Station 25+00 At end 2d Schematic Geologic Profile, Section Between Borings At end 3 Static Condition, Cut Slope Stability, Slope Configuration At end 4 Static Condition, Cut Slope Stability, Analysis Results At end 5 Static Condition, Fill Slope Stability, Slope Configuration and Analysis Results At end se0S6604/003/2 INTRODUCTION The purpose of the geotechnical exploration program is to provide a preliminary assessment of existing site conditions with respect to stratigraphy, groundwater conditions, soil conditions, and geotechnical parameters and to obtain sub- surface samples for laboratory testing to provide a better understanding of existing conditions for the proposed road alignment. The scope of work for the geotechnical exploration includes: o Site reconnaissance and mapping o Field subsurface exploration o Laboratory testing of selected samples o Geotechnical analysis and preparation of this report PROJECT DESCRIPTION The proposed road is approximately 2, 200 feet in length and • will connect the McMahon property with the Maple Valley Highway, providing major access to the developing area of southeast Renton, north of the Maple Valley Highway. The road is proposed to be a four-lane road with a fifth lane for left turns where required. Initial development will likely be a two- to three-lane section. Because of the steep grade of the existing slope, the pro- posed road grade will vary from 8.5 to 12 percent. Eleva- tion gain along the road is approximately 200 feet. The proposed road alignment is primarily in cut. SITE DESCRIPTION The property at the upslope end of the McMahon road align- ment will connect to an area where, in the past, sand and gravel have been mined. It appears the resource is near the end of its commercial life, as most of the desirable mate- rial has been removed. The proposed road alignment traverses a very steep area. Existing slopes range from near-vertical cuts near the top of slope and flatten to about 29 to 35 degrees in the middle and bottom of the slope. The vegetation consists primarily of blackberry, ferns, alders, occasional firs and cedars, and horsetails where the ground is wet at the surface. Many se0S6604/002/1 1 springs and wet areas were noted during the field reconnais- sance and are shown in Figure 1. The previous owner dammed a spring area to provide a water source for livestock and maintained a one-lane gravel road - up the hillside in the approximate location of the proposed road. A ditch on the upslope side of the road was used to divert water from the roadway. This road fell into disuse and is now only a trail. Parts of the old road have been lost as a result of slope movements. Areas at the top of the slope facing the Maple Valley High- way have been modified as a result of quarry operations. At one time, sand and gravel were removed from the southern portion of the pit by cutting a notch in the top of the hillslope and dumping the material down the slope for load- . ing out at the base. Significant erosion has occurred along portions of the old roadway particularly near its lower end. The soil is ex- tremely erodable and has resulted in the construction of containment dikes, ponds, and other stabilization measures. It is our understanding that significant cleanup operations were required to remove soil that was deposited on the Maple Valley Highway. This occurrence resulted from the uncon- trolled release of impounded water within the pit area through the previously described notch cut at the top of the slope. SITE GEOLOGY Figure 1 is a geologic map of the site showing field obser- vation site slide zones and seeps. Geologic mapping was restricted to the slope and surrounding area accessible along the existing trail. Because much of the exposed ma- terial appears to have been displaced by landslides, it is speculative to map the soil deposits from these exposures. Material types present in slope exposures along the trail were primarily fine grained. Geologic cross sections are shown in Figures 2a through 2d to illustrate schematically subsurface conditions near the slope surface. The hillside is capped by a 5- to 20-foot layer of sandy gravel. The - sand gravel is underlain by glacial till from location A to B, as shown in Figure 1. The till consists of silt to sandy silt with localized pods or thin layers of clay. Approximately 20 to 40 percent of the till consisted of sub- rounded gravel about 4 inch minus in size. Water seeps were present in the till layer. Underlying the till from loca- tion B to C is massive 'to thinly bedded silt to a very fine sand, a glaciolacustrine deposit. From locations C to D, se0S6604/002/2 2 there appears to be a highly distorted outwash unit con- sisting of weakly cemented sand and gravel. Further to the west from location E, till is present in the hillside above the road alignment to an approximate elevation of 200 feet. Sand was present above the till in this area. Seeps were - noticeable at the contact of the till and sand. The area below the top of the till was consistently wet. Evidence of fairly recent slope movement is found along the proposed road alignment and in the cut face of the quarry along the base of the hill. The evidence includes tension cracks, hummocky topography, bowed tree trunks, and dead trees that have been cut off at the roots by slope movement. The lateral and vertical extent of the slides are unknown at this time, but they may be 10 to 30 feet thick. • The slides appear to be translated blocks of the fine- grained soils and flows of the overlying sandier materials. In a publication on slope stability in central King County (Miller, 1973) , the slope where the proposed road is located is classified as potentially unstable and prone to movement. The area to the south of the initial portion of the proposed road alignment has been mapped as manmade fill. East and north of the area below the proposed road alignment as shown in Figure 1 is a large wet area that has been mapped as col- luvium or old landslide debris (Mullineaux, 1965) . The geology of the gravel pit above and north of the road alignment has been mapped by Golder Associates (1987) . The material being mined consists of outwash sand and gravel. The gravel overlies the sand and is weakly cemented and stands near vertical in cuts. The underlying sand is fine grained. The outwash is underlain by a glaciolacustrine unit consisting of thinly bedded silt with minor fine sand and occasional rounded gravel. Till has been mapped further to the east outside the active mining area and, -as previously mentioned, was also encountered along the hillside trail in this area. FIELD EXPLORATION The field exploration was conducted in two phases. The first phase consisted of a 1-day geologic mapping effort of the materials exposed in cuts that could be reached from the existing trail that traversed the slope. The geologic map- ping was conducted on January 22, 1988. The second phase of the field exploration consisted of two test borings conducted from February 22 to 29, 1988. The test borings were drilled by Kenner Drilling, Inc. , of Sher- wood, Oregon, with a CME-75 mud rotary rig and ranged in depth from 150 to 185 feet. Disturbed samples were obtained seOS6604/002/3 3 • using two types of split-spoon samplers. From the ground surface to depths of about 60 feet, standard penetration tests were performed with a 2-inch-O.D. split-spoon sampler driven with a 140-pound hammer falling 30 inches. For depths in excess of 60 feet or in materials with a high per-. centage of gravel, a 3-inch-I.D. split-spoon sampler driven with a 300-pound hammer falling 30 inches was used to take the samples. Undisturbed samples were obtained using two methods. In softer materials, undisturbed samples were ob- tained in 3-inch-diameter, 30-inch-long steel tubes that are pushed 24 inches into the soil in one continuous stroke with the hydraulic head of the drill rig. In harder materials, undisturbed samples were obtained with a Pitcher sampler, which consists of a 3-inch-diameter, 36-inch-long steel tube that is connected to a rotating outer barrel and bit that advances to obtain the sample. Samples were visually clas- sified in the field according to the Unified Soil Classifi • - cation System by CH2M HILL geotechnical personnel. Field boring logs were revised as necessary based on the results of laboratory testing. SUBSURFACE CONDITIONS The description of subsurface conditions is based on a field exploration program that includes two test borings shown on Figure 1 combined with observations from the geologic map- ping. Figure 2d is an interpretation of subsurface condi- tions between test borings B-1 and B-2. Test boring B-1 is located south of the existing gravel pit at an approximate elevation of 244 feet. The test boring was located in hummocky topography, possibly caused by the movement of saturated sand. The area has revegetated, but movement may still be occurring at a slow rate, as the alders growing in the sand appear to be dying. Test boring B-1 was drilled at a surface elevation of 244 feet to a depth of 150 feet. Two units were present in the test boring. The upper 15 feet is medium- to fine- grained poorly graded sand, brown, moist to wet, with occa- sional 1-1/2-inch-minus gravel. The sand is medium dense to dense and appears to be an outwash deposit. Underlying the sand is more than 135 feet of silt to sandy silt that is gray, wet, and hard with fine sand partings and varies from thinly laminated to massive. The silt is a glaciolacustrine deposit. The second test boring was drilled east of test boring B-1 at elevation 282. Five subsurface units were encountered. The upper 9 feet consisted of poorly graded gravel and con- sisted of 1-1/2-inch-minus broken and angular rock that was wet and very dense on the basis of blow counts. However, it se0S6604/002/4 4 • is unlikely material blow counts are a true indication of density as the sampler was bouncing on large gravel and the gravels appeared to collapse as the hole progressed. Test boring B-2 was relocated four times before successfully pen- etrating the gravels. Below the gravel is 14 feet of firm to stiff, lean to fat clay with interbedded lenses of sandy silt and sandy clay. The third unit is 57 feet of till con- sisting of sand, gravelly sand, and silty gravel. The till is gray-brown, moist to wet, and very dense. The upper . 10 feet is weathered. The fourth unit is 24 feet of till interbedded with silt. The fifth unit is more than 90 feet of silt. The silt is gray, moist to wet, hard, with occasional thin silty-fine sand layers up to 1-1/2 inches thick. Ten-foot intervals of the _silt unit in borings B-i and B-2 were gravel packed and sealed top and bottom to measure water pressure within the silt. Water level readings are presented in Table 1. Table 1 WATER LEVEL READINGS Water Level Elevation Test Depth Elevation Gravel Pack Boring Date (feet) (feet) (feet) B-1 3-08-88 131.3a - 163. 4 to 94. 0 3-14-88 135. 4 108. 6 B-2 3-08-88 172. 3 109. 7 Approx. 172 to 97 3-14-88 174. 4 106. 7 aWater level probe stuck at a depth of 131. 3 ft with no water level recorded. These water levels, the apparently saturated soil samples, and the surface seeps at higher elevations than the test hole water levels suggest the presence of a series of perched groundwater zones beneath the slope. se0S6604/002/5 5 RESULTS OF LABORATORY TESTING Laboratory testing was performed on selected soil samples to classify the subsurface units and to evaluate their engi- neering properties. Laboratory tests include natural mois- ture content, hydrometer grain-size analyses, and direct shear tests. The laboratory testing was performed in accor- dance with applicable ASTM standards. The results of nat- ural moisture contents are presented in Table A-1 in the appendix. Grain-size analysis curves and plots of the direct shear tests are also presented in the appendix. Strength data from the direct shear tests were developed for use in the stability analysis. The hydrometer testing con- firms that the glaciolacustrine unit is mainly silt with 10 to 23 percent clay and 3 to 4 percent sand. • Moisture contents were performed on selected samples from the test borings. Based on our knowledge of similar mate- rials in this area, it appears that the samples tested are at or above optimum moisture content for compaction. STABILITY ANALYSES Stability analyses were performed for the proposed two hori- zontal (H) : 1 vertical (V) cut and fill slopes for the new roadway. The analyses were performed for the static loading case and for two seismic cases using "pseudo-static" anal- yses. All the analyses were performed using the computer program PCSTABL5. The slope geometries, material properties, and groundwater level assumptions for the analyses are shown in Figure 3 for cut slopes and Figure 5 for fill slopes. The analyses for the proposed cut and fill slopes are described below. Cut Slope Figure 3 shows the proposed 2H: 1V cut slope at Station 16+00 near boring B-1. Boring B-1 indicates that the lacustrine silt and sandy silt deposits comprise the majority of the slope material at this location. The results of the the direct shear tests performed on samples of the silt are listed in Table 2. For the cut slope stability analyses, an effective stress cohesion intercepts ranging from zero to 600 pounds per square foot was used. seOS6604/002/6 6 Table 2 DIRECT SHEAR TEST RESULTS FOR LACUSTRINE SILT Effective Peak Strength Parameters Friction Cohesive Depth Angle Intercept Boring Sample (feet) . USCSa (degrees) (psf) B1 PT16 83 ML 36 300 B2B S26 180 ML 29 600 aUnified Soil Classification System. Three trial piezometric surfaces labelled A, B, and C in Figure 3 were used in multiple runs of the stability anal- yses to bracket the probable range of water pressures acting on the cut slopes. The results of the stability analyses are summarized in Fig- ure 4. A factor of safety (ratio of resisting forces to mobilizing forces) of at least 1.5 is customary for the static case (earthquake acceleration = 0. 0g) for design of new construction. As shown in Figure 4, a safety factor of 1.5 only occurs for a low groundwater level (piezometric surface A) and only when the cohesion intercept is at least 500 pounds per square foot. The risk of slope failure in- creases with higher groundwater levels, decreasing cohesion, or both. A seismic analysis of the same slope was performed assuming the soil response to ground shaking resulted in an undrained condition. In the absence of laboratory data, an undrained shear strength of the silt of 3, 000 psf was assumed. The analyses determines the yield acceleration of the embank- ment, or the acceleration at which the safety factor is 1. 0. The yield acceleration is estimated to be 0.07 g. Because recommended design acceleration values for embankments are commonly 0. 12 to 0. 15 g, this estimate suggests a higher- than-average risk of earthquake damage on this slope. Labo- ratory testing is required to adequately define this risk. Fill Slope Figure 5 shows a proposed 2H: 1V fill slope at Station 24+00, which is at the location of a mapped active landslide. Based on our reconnaissance, the depth of movement probably is about 30 feet below the slope surface, as shown in Figure 5. se0S6604/002/7 7 Figure 5 shows boring B-2 soils and groundwater level infor- -- mation and an estimated landslide failure surface. A stability analysis shows a factor of safety of 1. 0, confirm- ing the geometry and soil properties. Stability analyses for the proposed 2H: 1V fill slope were performed using the same existing slope conditions with the addition of fill. A safety factor of 1.52 resulted for the static case. This safety factor is. ordinarily considered adequate for new construction without seismic loading. DISCUSSION The stability analyses should be considered preliminary be- cause the soil conditions are complex, the soils information - limited, and conditions are not yet well understood. Addi- tional borings with instrumentation (piezometers, slope inclinometer casings) and additional laboratory tests are necessary to perform a complete investigation for the pro- posed road construction. The preliminary stability analyses indicate that the pro- posed 2H: 1V cut slopes provide adequate safety factors under static conditions only if the _piezometric„water levels in the ..slope are relat ve.iy 1ow_and .the slope_so., ls__exhibit some cohesive strength. There is a good chance that hese ) / favorable conditions are present but additional investiga- .l 1, tion is required to verify this opinion. For design seismic' conditions, some slope yielding and deformation are expected. More data are required to develop a specific prediction of slope movement. The preliminary stability analyses also indicate that the proposed 2H: 1V fill slopes provide adequate safety factors for static conditions. However, this conclusion depends on an assumed depth to the failure surface. The actual depth should be determined by the recommended additional work for final design. As with the cut slope, for design seismic conditions the fill slope can be expected to experience some permanent deformation. Drainage of water is extremely important in order to reduce the potential instability of slopes, provide a more economic design, and reduce the maintenance and erosion of soil caused by surface water on the slopes. Measures that can be taken to reduce the amount of surface infiltration on the slope and at the top of the hill will reduce the magnitude of this problem; however, they will not eliminate the prob- lem. Drainage blankets, trenches, and collection piping will be required to reduce the problems associated with areas of spring fed seepage exiting on the slopes. Con- trolling the piezometric water surface within the hillslope will reduce the potential of sliding and instability. seOS6604/002/8 8 • Approximately 80 percent of the contact between fill and natural soils should have a drainage system comprised of chimney drains and collection pipes. The chimney collection drains will require use of very clean sand or gravel or the use of artificial drainage fabrics. The excavated soils . will not meet these requirements. �,��, �,;��{✓�-� � riy� L S t LAN An additional concern is the erodible nature of the silt encountered in the test borings and present in the slide material noted in the geologic reconnaissance. Because of the long cuts anticipated in this material, immediate pro- tection of the exposed slope will be required. The protec- tive measures may include jute mat coverings and seeding of all exposed cut slopes. Benches may be required along the slopes at slope distances 100 to 200 feet to divert drainage and to allow equipment access for- maintenance such as clean- . ing drainages, repairing eroded areas, placing drain mate- rials on slopes, installing piping, seeding of slopes, or other such purposes. Erosion control on the sideslopes should require use of such measures as ground mat cover and planting, benches, silt fences, gravel drains, collection pipes and ditches, or siltation ponds. The slopes will re- quire periodic maintenance and cleanup, especially until new vegetation becomes well established. The maintenance access should be sufficient to allow access for trucks and excava- tion equipment for cleanup of sloughed or eroded debris that collects at the base of the slopes. The final alignment should be selected to minimize long, thin cuts and fills that only remove the existing surface mat of vegetation. Removing the vegetation only aggravates the erosion problem and does little to improve the slope stability. Retaining walls may be of economic benefit in certain areas , if needed to limit the removal of natural vegetation. Construction sequencing must be performed to minimize sta- bility concerns. The excavation should begin at the top of the slope to maintain hillslope stability and to facilitate handling and disposal of excavated material. The construction of the proposed road will require a sub- stantial amount of excavation. A preliminary alignment has been chosen to limit the volume to 700,000 to 1,000,000 cubic yards of earth excavation. The excavation material is pre- dominantly fine grained and presently exists at or slightly above the optimum moisture content of the material for re- compaction. Because the material is so fine grained, it will be very water sensitive and difficult to work with dur- ing wet-weather periods; therefore, its suitability for use • as fill material is very limited. The material can be placed and compacted to adequate densities if the natural moisture content at the time of placement is at or below the seOS6604/002/9 9 optimum moisture content. It may be uneconomical to obtain this moisture control. Disposal areas should be designated where compaction is not critical for placement of higher moisture content materials. ADDITIONAL RECOMMENDED GEOTECHNICAL EXPLORATION AND ANALYSES Prior to final design, additional field and laboratory test- ing must be completed to further define the subsurface soil and groundwater conditions. The field work should include enough test borings along the road centerline and above the roadway to have a final borehole spacing of 200 to 300 feet. The borings should be completed as piezometers and/or with slope inclinometer casings. The piezometers should better define the variation of -groundwater levels within the slope . along the road alignment. The slope inclinometer casings permit periodic monitoring of the slope movement. The depth of the slide surface of the major slide areas should be determined from this investigation. Soil samples obtained from the test borings should be tested to evaluate their engineering characteristics and strength • parameters. With the data obtained from the •additional • field and laboratory work, additional stability analysis should be performed on the proposed road design configura- tion. This information should be summarized in a final geo- technical report incorporating an assessment of a design earthquake acceleration for the site and geotechnical design recommendations for construction. REFERENCES Miller, R.D. 1973. Map showing relative slope stability in part of west-central King County, Washington. U.S. Geologi- cal Survey, Miscellaneous Geologic Investigations Map I-852-A, Scale 1:48,000. Mullineaux, D.R. 1965. Geologic Map of the Renton Quad- rangle. U.S. Geological Survey Map GQ-405. seOS6604/002/10 10 • • 1 11 300— c....„.............., • . p • . Outwash (Poorly Graded Sand) Massive Sliding in This Unit w 200— • u ? — ?— Seeps Present at Till/Outwash Contact • o Till and Locally Along Till Exposures al a, of I 100- I -? Man—made Fill _?'_? 1 0— 0 I 1 2 I 4 5 6 7 8 Distance x 100 Feet - I STATION 13 + 00 Scale: 1' = 80' H & V • • Notes: 1. See Figure 1 for location of geologic profile. 1 2.Refer to accompanying text for complete description al geologic units. 3.The depth and thickness of the subsurface strata Indicated on the geologic profiles were generalized from and Interpolated between test borings and geologic outcrops. 3 Information on actual subsurface conditions exists only at the specific locations indicated. Soil conditions and water levels at other locations may differ Irom Figure 2ANil conditions occuring al the boring locations. Also, the passage of time may result in • a change In the conditions at these boring locations. SCHEMATIC GEOLOGIC PROFILE .•1..• i • 300- Outwash 13-1 (Poorly Graded Sand) ? ? m 200- • u_ Glaciolacustrine Deposits (Slit) Outwash o G ta > i W 100— _3-14-88 Man-made Fill ?---_? 0- • 1 I I I I 1 1 0 1 2 3 4 5 6 7 Distance x 100 Feet STATION 16 + 00 Scale: 1. = 80' H & V See Figure 2A for Notes Accompanying this Figure. Figure 2B IWO SCHEMATIC GEOLOGIC PROFILE [►:ef121 • • • • Loose Gravel 300- B-2 ? Lean to Fat Clay ?— Till Interbedded Till 4- 200- and Glaciolacustrine ?� ? Deposits a ` Glaclolacustrine Deposits 100- -14-88 ? — ?�_ Cedar River Floodplain and Old Colluvium/Landslide Debris Wet Area 0- 0 1 2 3 4 5 6 7 Distance x 100 Feet STATION 25 + 00 Scale: T = 80' H & V • See Figure 2A for Notes Accompanying this Figure. Figure 2C IMRE SCHEMATIC GEOLOGIC PROFILE .5 g • • 300- B-2 Gravel B-1 ?-- ?-� ? -? Clams Till • Outwash — ? _ ? Interbedded Till and - 200- ? ? ? Glaciolacustrine Deposits a) a) LL Glaclolacustrine Deposits (Silt) 0 Q w 100- -=3-14-88 0- 0 1 2 3 4 5 6 7 8 9 Distance x 100 Feet • SECTION BETWEEN BORINGS Scale: V - 80' H & V • See Figure 2A for Notes Accompanying this Figure. Figure 2D SCHEMATIC GEOLOGIC PROFILE • 300- B-1• — ' Projected Trial Piezometric • 50' West Surfaces wand (Out- . wash)i C Elev 210' 2 SIR -- 200- 1 r--- ---- (Glaclo- lacustrine B Elev 160' Elev (ft) / Deposits) I . A Elev 110' 100- / -- (3-14-88) Assumed Material Properties: Y moist " 11fj pcf, '�' sat " 122 pcf, 0- 0 = C = 600psf, O - 30° • SECTION AT STA. 16 + 00 Scale : 1' = 100' H & V Notes: 1. This section used for stability analysis of • the proposed 2H:1V cut slopes. Figure 3 2. See the log of boring B-1 for a more complete STATIC CONDITION description of the materials & conditions encountered. CUT SLOPE STABILITY SLOPE CONFIGURATION F'7 /1‘ 2 • • Factor of 1 C Safety 0 500 1000 Cohesion Intercept (psf) Notes: 1. See Figure 3 for analysis assumptions. 2. The letters A, B & C refer to different trial piezometric surfaces shown on Figure 1. • I y Figure 4 STATIC CONDITION MOM CUT SLOPE STABLITY MEM CKAIHILL ANALYSIS RESULTS W e Case Safety Factor 7 moist - 132 pcf Existing Slope 1.00 7 sat - 136 pcf Proposed Fill Slope 1.52 0 - 35° C - 0 B-2 Projected Existing Ground f___ 130' Westrave Surface\ /// Clay Fill: 'Y moist ' 128 pcf / / 13 ,0)rn Till 0 - 33° i/ E Interbedded — 200— I / m a) a Till and Silt C - 0 /// / y ,....0 ( m N 2 /�� / it 2 It Sllt 1 (" ' / ElevProposed Slope �� .�--•-• ••- ••• •-• -�- 100-- ��� (3-14-881 (ft) -�+ ..Assumed Existing Assumed Failure Surface 7 moist ' 118 pcf Phreatic Surface sat - 122 pcf 0 - 30° 0— C - o SECTION AT STA. 24 + 00 Scale: 1- = 100' H & V • Notes: 1. This section used for stability analysis of the proposed fill slope Figure 5 In an area with a mapped landslide. 2. See the log of boring B-2 for a more complete description of STATIC CONDITION the materials and conditions encountered. FILL SLOPE STABILITY - 3. The proposed fill slope stability analyses were performed using SLOPE CONFIGURATION siiiiiiiiii only the failure surface assumed for the existing slope. & ANALYSIS RESULTS `-'f" ■ r_ Appendix A RESULTS OF LABORATORY TESTING se6613/012/1 Table A-i RESULT OF MOISTURE CONTENTS Moisture I Test Depth Content Boring Sample (feet) (percent) ' B-1 S1 5.0-6 .5 17 .3 S3 15 .0-16.5 15.1 S4 20 .0-21.5 16.2 i PT5 25 .0-27.5 24 .0 S6 30. 0-31.5 22.5 S8 40 .0-41 .5 21 .8 PT9 45 .0-48 .0 23 . 0 S10 48 .0-49 .5 21 .7 S12 60 .0-61.5 22.7 S14 70 .0-71.5 28 .2 S15 75 .0-76 .5 28 .0 PT16 80 .0-83 .0 26 .1 S17 90.0-91 . 5 14 . 6 S19 100 . 0-101 .3 20 .0 S20 105 . 0-105.9 11 . 6 S21 115.0-116 .5 27.0 S22 125.0-126 . 0 26 . 1 PT23 135 .0-138 18 . 9 S24 148 .5-148 .9 21 . 4 B-2b S1 5 .0-6 .5 5 .1 ST2 17.0-19. 0 37 .0 S3 19 . 0-20 .5 41 .0 S5 30.0-30.9 7.7 S6 35 .0-35.5 17 .9 S8 45 .0-45 .3 9.8 S10 55 .0-55.4 5.0 S11 60 .0-60 .9 12 . 7 S12 70 . 0-70 .9 22.4 S14 80 . 0-80 .5 12.1 PT15 90.0-91.0 23 .9 S16 93 .0-94 .5 25 .9 S17 100 . 0-101.5 24.3 S18 110 .0-110.7 22. 1 S19 120 . 0-121.5 15 .8 S20 130 . 0-131.5 24. 6 S21 140.0-140.9 21.9 S22 150. 0-151.5 25. 6 S23 160.0-161 .0 25.0 S24 170. 0-170.5 21.9 S25 175.0-175 .8 22 .0 S26 180.0-180.7 26.3 S27 185 .0-185.8 24 .6 se6613/011/1 • Reference ASTM D 306: Z•u i-5 ---- ------ - • - --'- — — X 2•a _. _. _ —_ _ —._- — .__ ._._ __ _ _ r_ 3 v 1) I.ti -- N -- �4 - �r - cn _ — - Q Z C/) c 5 _ _ U) -- . - _ .___ ----- -- - —— 1____ - -- - (_ _. _ ._-- --- --- C''' I t I S i.c- 2.1 t.c .. 1.0 -- ----- -. -- NORMAL STRESS(psf x 1000) --- -- ---- - —AI-- e•s - TEST TYPE:Consolidated/Drained Controlled --__ : : _-- ___ PHYSICAL TEST NO. -- ' ---- ---• -- CONDITIONS A B C c.r c•t 6•5 Height(in I. o0 6•475 0.41 - HORIZONTAL a Water Content(oio) z tr•3 zo•3 70.3 DEFORMATION (in.) Void Ratio c.6a3 6,10 C•Ill- o•i3S c - ? Saturation (%) I oo•1 sol•-- 'q1,b w — Dry Density(pcf) 101.-5 9 r••I q l-. I Z -. 1- Time for 50% Q =— Consolidation (min) I o•o �'_-``---'1--__ w Time for 95% c mo Consolidation(min.) Cl) w Void Ratio after Z - m Dry Density(pcf) Q Water Content(%) Zc. �q,s ?9•} 0 - _Z Void Ratio c.653 G,66(; O' Inc ~c,10 w Saturation (°/o) roq•q b,1 0.1 o,i 0.3 II I 11.0 Normal Stress(psf) I i 11•� 1.3e •L -Is G c•S HORIZONTAL Maximum Shear(psf) Izt- .o I a y l•a ZS c 3•o DEFORMATION (in.) Time to Failure(min) Sample Source 13- 13 r, C,_ Classification OIL.) Gs?•1c (e-sr) • PLATE Applied Geotechnology Inc. Direct Shear Test Report Geotechnical Engineering Geology 8 Hydrogeology CHa fM r+.L.I_/110AIA4i. 1..WL We-- DRAWN APPROVED DATE REVISED DATE luaakote J2S 3(E DATE, Reverence ASTM D 3080 . re_- _-I — O 0 - - • 77---___:. o cc Ian C Q — - - --- - ---- --- __ CC cn cC Wry — —_--__�- - _ -. I 0.5 1.0 1.S Z.0 -LA 1-0 3.5 "i.e I.p NORMAL STRESS(psf x 1000) • 0.5 - TEST TYPE: Consolidated/Drained Controlled . .' : T PHYSICAL TEST NO. CONDITIONS • A _ B C ar '•z °'S Height(in) a/HS o.'1SS 0.ggs HORIZONTAL -1 Water Content(%) z/;•I 7-6 .1 Zc.• 1 DEFORMATION (in.) c.lo p Void Ratio 0•815 0,161z o•lEl• C •I I " - ? Saturation•(%) q1, 6 90.4, 9t'•a w Dry Density(pcf) q.i,9 qN• I `f c.q C7 Time for 50% Q ; . ; ; LU Consolidation (min) 0 6.0 ; - - . 4. w Time for 95% • N - ; : o Consolidation(min.) rn I ' ' . . 1 : ' IL- Void Ratio after •z ` i ' m Dry Density(pcf) U i ! , i ; •: ; i i . ' Q Water Content(%) �i.5 36,1 3z-o _ , 1 , • , , , • z Void Ratio o. Boo 0.18-s 0• •tz 0.10 a.r e z a•3 CI_ Saturation (%) 1 o5.S Io'•8 _ I I' .L( Normal Stress(psf) 1114,5 z.Saq.t 3s6 c•S HORIZONTAL Maximum Shear(psf) 1 114.0 2 on.o zqo°• 0 DEFORMATION (in.) Time to Failure(min) Sample Source Classification • , Gs C _ Z•1-0 i PLATE I ‘ Applied Geotechnology Inc. Direct Shear Test Report - Geotechnicai Engineering Geology&Hydrogeology C{l21..tv'W L L.L_/ t3 o, our. wt.%k DRAWN APPROVED GATE REVISED DATE 14445 o st SRS 3/ S/tie U.S. Standard Sieve Size(in.) I U.S. Standard Sieve Numbers I Hydrometer 3 11/2 3/4 3/8 4 8 16 30 40 50 100 200 Reference ASTM D 422 100 , I ; !, Ill . iil 1 it lij I f ! • 90 , , , . , •. . . . • 70 i - — -- - - ---... I . 60 - • • • w 50 Z • . EL" -. • -- - ------- I- : . Z 40 • w • 0 . . CC . • --------- .-•---- ------- -- -- .. w °- 30 20 10 i i i 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 • GRAIN SIZE IN MILLIMETERS COARSE FINE COARSE MEDIUM FINE - COBBLES GRAVEL SAND SILT OR CLAY Symbol Sample Source - Classification O E- l pT- iC Si LT (ti • PLATE Applied Geotechnology Inc. Particle Size Analysis Geotechnical Engineering --•• Geology&Hydrogeoiogy CC"ter"µ=��./3 ono Ar,.6 w;TFk JOB NUMBER . DRAWN R DATE REVISED DATE /L °"1.,.ip 4'"� 63-08-88 1 ) U.S.Standard Sieve Size(in.) --01-4---U.S.Standard Sieve Numbers--0-1-4-- Hydrometer • 3 11/2 3/4 3/8 4 8 16 30 40 50 100 200 Reference ASTM D 422 - 100 . , : , . , , , • 1 . . . 1111 : ; .. ; ,i,. :. . 1 I ! 1 I I 90 I I 1 1 I 1 ! 1 1 1 lilt ! ii 11 ii i ! • ! i . : . . III I li II ; Mil II ; II! 1 I I I I I III I • I Iiii • • I 80 ' H 11 li I ri I i i I : I•; i g ! I I ; ;I; ; • : - ; ;: • : i. i• • • ; • : ; • i I. : ; ! 1 ::: ! : • ; ; ; • •• : ; • . • _ , . • . 70 • ! i 1 : ;I; ; ; • : Ii gi; 1 1: 1I ; i1 : ' ; I 1 .-, 1 1 - •f: : : : . • : 1 : .. 1— I I •••• i il !! .i III ! ' !: ! i I I CI i t , i! • • I i i :1 LI i I i • 11 1! !: ' ' : 1 I ' '•; ! : ! I ! • 11: ! : !I! • . : : i i :. 60 •: . :: • • . : : • • : : co I I i ; il II I.'. !: I ! I ; I. I . • :.g. ' - I ' '', .!. ; • - : ig. I, I :: • , cr Lu 50 , : . z Wird ill '11 I ! I , -, ! , ! 1 ; II: i : • :; I i I ; Li.. : • 1 • I— z 40 11 ! ii II il Ili ii ; I : ! ! • : . . . ; • • : : Ili ' • • : • . w 11 'zit il ' iiil ! il ' III 1 :,• , i I i 1 : C.) 11 •• ,,, I , : , I : : i . : : : ',1i i ' •- : : • : : CC w !I ! II Il iii ; !, !. .1 : i! Hi ; I I i if i i • I ; : 30 . i b, :. • , ! i : • ' 11 ; II II ',; Iii ! il . ' i I i i ili . • • • • . .• : ! ' I I ;: ! ; I ; : I '• I : 711 • IIII I I II ; nil i• • ,1: : • , i• . : I • t : . . HI 11 11 ill I 1 11 1 II 1 I I 1 I 41 ! . . . I I i 104:1,111ed II I i II II , III HI ! I MI 1 I I III ' : !PHI . . 0 1. 1 . 1 1 . I , • . :. 1111111 II IIII II 111 1 11111 ill li 1 IIIIItI ;, ! ill ' . ' l 1 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001P GRAIN SIZE IN MILLIMETERS COARSE FINE COARSE MEDIUM FINE COBBLES SILT OR CLAY GRAVEL SAND Symbol Sample Source Classification SILT Crat_J LATE (, GeotechniGc.aei C)E tnegCi Engineering Inc. Geology&Hydrogeology Particle Size Analysis Clia-fr,141Ltitomen. . kirrek- JOB NUMBER DRAWN A OVED ATE REVISED DATE e 6 • Appendix B LOGS OF TEST BORINGS se6613/012/2 NUMEEF; t• L•,-, 1 BORIK :MEES SHEET: OF! , 1 1 SR N HIL . • - SOIL BORING LOG • _- I ?RDJE +-.^,^.,I nLp a. :IMi..- 11!'•-r!t+1• SE�hLE PIT .• 1 .I.J-_:1• CENT...,, R_ L' ALIGNMENT LOCATION: 1 =I=.�r?_ON Es `2Y'! }1•R: ' tun CONTRACTOR: r��; :c,.._ 'rinILL'1' n ['-1 r_ NOT nrw -n •1 n T LOGGER:ROTARY . ' MATE, LEVEL AND DA1_. =RD_D START: 2 -9 FINISH: c-'_:SS LOGGE:: B.M.;CIE. : 1 • SAMPLE 1 STD. I SOIL DESCRIPTION IS COMMENTS 1 PE'; 1 I ly _�� DEPTH : I TYPE : R : TEST : SOIL NAME. COLOR, MOISTURE :M L DEPTH OF CASINO, i BELOW :INTERVAL: AND 7 E i CONTENT, RELATIVE DENSITY OR 16 0 DRILLING RATE, DRILLINE : SURFACE :NUMBER : C : 6'-6'-6' CONSISTENCY, SOIL STRUCTURE, 0 6 FLUID LOSS. TEST AND : (FT) (FT) : :(FT): (N) MINERALOGY, USCS GROUP SYMBOL L INSTRUMENTATION : 1 1 1 ; 1 I 1 '�— : ;—: SURFACE SAND - POORLY GRADED SAND: brown, -Test nole located on tee : — : sliohtiy moist, fine to medium grained surface of.a sand flow. -- 1 • I (SP . 1 -- 1 I ' 1 1 I I 1 1 I 1 f 1 1 - -- t I I 1 - 1 1 I 1 1 1 I 1 I 1 1 1 1 I -- -- 1 1 I I 5.0 : : : : 1 Gravel at 4 feet. : I 1 I 1 1 '• ' 1 r GRADED SAND, brown, moist to wet, : : : 1 S. 1 .E . 6-I1-13 1 POORLY -- : . : : (24) I medium to fine grained, with occasional 1 : - : 1° to 1-1/2° sinus gravel (5P). . , -- 6.5 I --: 1 I I , f 1 I 1 1 --1 : :Gravel at 9 feet. . I I _ --1 1 1 1 1 I _' 1020 1 1 1 I i 1 I 1 111 -- ! ,I 1 I 1 1 : 52 : .A : 19-19-151 Sacs as above, except very fine grained : --: : : : 36) : with trace of fines In tip of spoon f5P?, I _-T 1 . 1 11.5 1 I { : f 1 , 1 1 I 1 I 1 ! T 1 1 , 1 1 1 1 1 1 1 , 1 -1 1 1 I 1 I f 1 1 1 1 1 1(( 1 1 1 1 1 1 1 15.0 1 1 1 1 1 : 1 S3 :1.2 1 16-15-12! SILTY Se..N , brown, moist to wet, hard Lakebed deposit with : --, , 1 f (27) 1 with approximately 15% fines and occasional dropstones. - I , f1 occasional gravel (BM) with thin 1 1 --: ibis : 1 : : interlayers of elastic SILT, brown, moist : : -- 1 ' I I : (MH to M MO. 1 ' I I 1 I 1 -- -_ , I I I I ; f I 1 1 1 : 20.0 : , _ : : Sr' 11.3 : 2u-33- u; : --: 1 1 : (79) : SILT, with approximately 10% very fine : : --• ' ' sand, gray-brown with mottling, moist to 1 : 1 -- 21.5 : : : wet, hard (ML). : : I I I f , . 1 1 __ -- I I I I . 1 1 I I I 1 1 1 1 1 --1 1 I 1 1 `V1 .0 I I I 'I 1 P�S ,1� 1 ' 1 1 I ,. , : :Pitcher Sampler at 25 I 1 f 1 1 1 : Same as above (ML!' ' ':Pict. -- ,--1 I I I I I , 1 1 1 1 I 7 1 -- --I 1 I I t { __1 `+r 1 L I I 1 I I I • _ 1 -_ I t 1 I 1 70 --. I , 1 : : 1 , , • 1 I I • 1 1 :PROJECT NUMBER: S2 !:.Fi: : I,�.t,:,• „NUMBER: _e SHEET: 2 OF: Y . CH2? HILL 1 • : SOIL BORING LOG PROJECT: CEI:TRON. ROA2 ALIG:':.".E ' LOCATION: SEGALE PIT ' j ELEVATION: Est. 4'244 - DRILLING CONTRACTOR: DON KEN ER DRILLING • I,I ING On ANDEQUIPMENT: r _ Dn';�:.,•c METHOD Hsi. AI;1, �!'= 75 MUDROTARY ATER LEVEL AND DATE: NUT RECORDED START: 2-22-88 FINISH: 2-23-88 LOGGER: B.M.NiTE? : , : SAMPLE 1 STD. ; SOIL DESCRIPTION 1:S I COMMENTS I ,I , 1 ; PEN. ; Iv ! DEPTH 1 1 TYPE R 1 TEST ! SOIL NAME, COLOR, MOISTURE 1M LI DEPTH OF CASING, . BELQ !INTERVAL; AND E 1 : CONTENT, RELATIVE DENSITY OR 1B 0: DRILLING RATE, DRILLING :SURFACE : :NUMBER C ': 6'-6'-6"1 CONSISTENCY, SOIL STRUCTURE 10 81 FLUID LOSS. TEST AND (FT) ! (FT) : (FT): (N) 1 MINERALOGY, USCS GROUP SYMBOL IL 1 INSTRUMENTATION I 1 1 , . - 1 , , 1 - 1 1 I t 30 - 1 30.0 1 S6 :1.I i 7-i7-29 SILT, gray, wet, hare (ML). . ` , 1 1 1 ! 1 1 I 1 /AC) I � --1 I —I 31.5 i i — I I I I I 1 I 1 I , , -- I I 1 I I —: I I I I , I 1 . ; I 1 . I I I I i -- 1 , r 1 1 1 1 35.0 . 1 I . 1 1 : : ; ! 35 --a ; 1 1 --: 1 : S7 :1.0 1 13-31-321 Saee as above (ML). . 1 . _-I / I 1 I 1 1 1 (L3) I 1 1 --: I 1 1 1 1 I , - --I 36.5 I —_, I i • 1 1 1 1 1 , , , - , --1 1 I 1 1 1 1 I I I 1 I I 1 , 1 I 1 1 1 1 _ 1 --1 1 I I - 1 40.0 I 1 I • 40 i � --: ! 1 SE 10.9 1 12-22-26! Saee as above with thin (One sand grain ; : --: : 1 1 (48) I thick) fine sand partings (ML). , : - 41.5 : : 1 /' I I 1 1 I I I I I 1 I I 1 I I 1 I , 1 I --' --1 I 1 1 1 C , 1 1 1 1 I ! 1 45.0 1 , 1 t 1 1. 45 -- ' I — : : : PT9 11.G ! I 1 I1 I , I 1 1 1 , 1 I , 1 1 •• , . --1 1 I ! 1 1 I I I I --' 1 , 1 1 48.n. 1 1 I ! : Sly: :1.3 1 18-28-43' Same as above, except tip has coarse Sampler wet. . -- : ; 1 (71) ! silty non-plastic silt or very fine silty -- 50 --. 4c.5 i i i i -- i I 1 1 I I / I I 1 1 i t , I I --i -- I a 1 i i I a I a 1 1 I I , ; ; I -- 1 --I I a I I I I ! 1 1 I I I 1 I , 1 1 I -- } --1 1 I I I I 1 , i I I I ' t I 1 1 I I I I 1 I --rl I I t t 1 I I : 55.0 : : : : : 55 ' --: ' : : a 1 -- I I . 1 • Sll :1.5 1 25-40-48! SILTY SAND/SANDY SILT, gray, wet, hard tc 1 :Occasional discicg _.. --1 : : ! (?4) ! fiery dense. Ye"i tine pocriy graded sand ; :sample SII. - -- 56.5 i i ' -- 1 1 1 ; : 1 a 1 i • -- -- 1 I I I I I 1 , ! I 1 --- A. I ! I I I 1 I . , t ; I ! 60 -- , i ! , 1 1 a . 1 - _ I . ; . I_ I PR JEC- 1 1EER 'S24614 20 . BORING NUMBER: -^T: CH2.". ILL • SOIL BORING LOG PROJECT: CENTA : RZAD ALIGNMENT LOCATION: SEEALE PIT ; ELEVATION:ION: Est. `244 DRILLING CONTRACTOR: DON A'.E,NNER DRILLING ' DRILLING METHOD �u^. ��.Ir�.uENT, �r 7- - MUD ROTARY - LLI AN . CME _ KD RO AR. __ - ; DATER LEVEL OD DA-E: NOT RECORDED START: 2-22-S2 FINISH: 2-2:-SELOSER: B r E : : SAMPLE : STD. : SOIL DESCRIPTION CDMME PEN I ' DEPTH ; TYPE : R ; TEST : SOIL NAME, COLOR, MOISTURE ;M ' ; DEPTH OF CASING, BELOW INTERVAL: AND : E : : CONTENT, RELATIVE DENSITY OR ;B 0: DRILLING RATE, DRILLING `. SURFACE ;NUMBER : C ; 6°-6'-6": CONSISTENCY, SOIL STRUCTURE, :0 6: FLUID LOSS, TEST ANt : : (FT) (FT) ; :(FT): (NI : MINERALOGY, USCG GROUP SYMBOL IL ; INSTRUMENTATION : I 1 f .- ' ! i ; S' ` ' 1b- 4-2.b; SILTY SAND to SANDY SILT, gray, wet, , ; : : 1 (52' : very dense to hard (SM to ML). -- -- 61.5 t I I - 1 -. . I • I I 1 -1 1 , 1 I , , I I -1 f I I 1 '-'1I I 1 1 1 , 1 I 1 I 1 I 1 1 1 1 1 1 I 1 1 , _; 1 1 1 1 I 1 • 1 I 1 1 ' 65. 1 1 ,0 1 ' 1 1 1 I I 1 1 65 1 , : S13 :0.G : 7-9-15 : Same as above (SM to ML) with occasional : Switching aver.to Da„s • : :. --: ; - : ; (24) :' subrounded gravel and layers up to : Moore sampler at 65 feet. --' : , aooraximately 2' thick of POORLY GRADED : : : --: 66.5 : : : : S4ND, gray, wet, dense, medium grained ; : -- I , . 1 (SF. 1 . • 1 ' I 1 1 ' I -- I 1 - -- I 1 1 1 1 , I 1 1 1 I I I I 1 -- I 1 I I --. I 7l;.'� 1 f 1 • 1 I I 1 1 814 ; 11 ! , A V_-y i {. QUA LML) 1 1 1. :1. 10 .Sage as above (SM Lc with poorily 1 : , -+ , 142f 1 ;rammed sand and C!14 1/41 thick lens of : : --: : ELASTIC SILT or LEAN.CLAY, gray, moist, : : --: 71.5 : : hard (MN to CL). : -- I , 1 I I . , 1 _, 1 1 ( I I I I 1 I 1 I I I 1 ..-11 1 --; 1 1 t: '1 75,9 75 -- : : :• 5 5 : .0 ' 9-27-35 : Salve as above (SM to ML). } : . --' ' I ' (62) I 1 I 1 f 1 -- 1 1 . 1 , t : 1 : : 1 I . 1 I : I • t ; r 1 I I 1 1 , I 1 -- 1 3 1 - GO -- -- : PT16 '.5 : Sc: as above (SM tc ML - May have acre -- '1 ? sandy zones which washed out o' pitcher :Upper .5' .F.,==rs to be -- 1 1 • . : : tuCF Or Iawer_: recovery. cln"..1" . _ 1 : I I I I —+ 1 I I 1 I I 1 I 1 1 ! ! 1 1 1 1 83.4 1 f j r 1 I I I t I -- I I I I f I I 1 1 . 1 I 1 I I i : i 1 1 I 1 : 1 --• I I I I 1 1 I I 1 . ; I , . ; I - : • is --. 1 -- = i 1 • I I ; 1 -- 1 2 I • 1 . • 1 1 :'' ?ILL - J r SOIL BORING LOG kn.�. r- CENT n1_ 71Ar al ^I:,J-: j TION E:3L= FIB Ttv:: :t: _ - _ __i S:__r.__ • U._LL::T'^ !,_ -.'1_ h:A_ _ �_. _ _.._ _ 1. ?1 A..:LY LLr,' .,.. u .._. 'il' 7C LL-L-- .]•1: , r _r ..r FINISH: r r. 49 L:T I:.. .7, .I-..r.. • ��.•-: __ -,•• Wit. -.r.r,•-..-ri' •n nr�Y},.!-� • :}!:-FL: , S IL .EJ:�i_7ICN IJ 'rii-,!.r.•'. • • i : 1 • 1E' y 1 TYPE ! E_. SOIL l-,AE r`i�it yr:5.1,` :y DEPTH ?= (t[7+7'. IIPTE 'q, , 44D , 1NT 11T T- DENSITY 1 0: 11 IL . RATE, f[I:• -Y' . 55��_� 1:l-1�.^-r�L. �, Z ,_____ �,:niCil� Irl�_!"Y!t�L YF_11.:1 i'`: 1� 1A! ItR:Lra!�6 RMIC, .: .L_ca_ c11[[ A.r.� \ ,Y�. ^ . [r ^ =11 NSIST)[\,n , STRUCTURE, FLUID LOGS, TEST`^„- •Jl:f•.� _ 1 :NUMBER :+ ] �� -_ 1 CJliv:�il_:�trYy SOIL SIRt.�•:�('.�T !O 3 FLI,t: LLiJvI ! .-:._ / -i j• 1 1-Ti 1 I,r'f, . 1 'U 1 ^Y Q!'C •i!� SYMBOL It lv♦c'Itj[t• • (FT) 1 t--� 1( ): th NINERAt_C2Y, it . GRCII SYIIv7_ iL Ih Ii1N:.L:r:..e"iL'? 1 I 1 1 , S_ 1 : _ }t 1 1 D • i-4t-�'• ✓i_ft-? ERAih:: SRN! with tin layers at i ICcior Cfarge tr . "i '• 1 ,°9: . elastic silts light brown/gray, eci_t, ! brawn. 1 verydense (S^+(,tav hive encuar silt f , -- ;1.3 1 . classify as (Sy-S)}• - ' 1 1 f - , -- ; t 1 1 ! : i i i 1 i --1 1 1 i -• • 1 • i I ' =:6 ;i.° 3- r - SILTY SYNC with layers of SIL?, gray,, 1 I ` • -i y^ wet, very dense, fine to 9ediili grained i i i sand, orange mottling in 5Fa11 area of i i --! 7 ,3 ' : : :awe' part of sarple- (5M to ML,' /1 1 -- • i i 1 i 1 , -- ` i i , • ; .11 1 -.. ; _ _9'9_ %�.0 'L•- - Er eJU cr.�F_'. anrr!Fi,: 3�+?rC, Qr . 1 _ :1 • • SIL - gray, wet, arc no mottling ;h_). 1 ! 1 , . :Harder drilling t .!._ :fee}. ,,. ,� I , I , ! 1 11/_.J. I : t 4_. u _e FADE: SnT., gray. acist, a rj .1ri1-i nc id sa - , _:_?, 'i7G aG ?Cu:u3 grained sand , r 1 --. . _ 1 1 1 --, • • i 1 1 • t ! 1 _ 1 1 i : 1 • 1 _._ 1 • , 1 • 1 ! _- • 41^ --1 1 -- 1 1 S21 2 -Tr . S:_-, ;ray, wet, Tarn U L:. i :?.ay ar.tEi7. VI I* Very fL: _. ._. • . :PROJECT NUMBER: S24 14... : BORING NUMBER: B-1 SHEET. ` C=: 1 1 CH211 HILL : • ; : SOIL BORING LOG I FRu,l_L{: CE:T O! ROAD ALIGNMENT LOCATION: SHALE PIT I EVAT•.N: L �2 / .! ONT ..TO.. O\ ► 1 1 EL-,h:�D:,. Est. _1- DRILLING CONTRACTOR: DON E:Ea:iEh DRILLING I DG.LLINr METH3i.A1u EOi'FMEN T. DIE 75 - MUD R+''AR! ; WATER LEVEL AND DATE: NOT RECORDED START: 2-22-83FINISH: " 23-S LOGGER: M " TEK : FiNI c- 9 "r.,1.ri:�:•. : SANFLE ; STD. : SOIL DESCRIPTION IS • COMMENTS : I FEN. ; :Y : DEPTH : I TYPE ; R : TEST : SOIL NAME, COLOR. MOISTURE :M L DEPTH OF CASING, : BELOW :INTERVAL: AND I E I : . - CONTENT, RELATIVE DENSITY OR :B 0 DRILLING RATE, DRILLING :SURFACE : :NUMBER : C : 61-6°-6' CONSISTENCY, SOIL STRUCTURE, - :0 6 FLUID LOSS, TEST AND : (FT; I (FT) : :(FT)' (N) MINERALOGY, USCS GROUP SYMBOL U. INSTRUMENTATION : 1 I I ,- , , 1 I 1 I1 I II , _ I , --I : : : --:— : 1 : 125.0 : : : : : : 125 - I i : - : ; : S22 0.8 : 34-60I6': SILTY SAND to SILT; gray, wet, dense to : : : -- : hard, very fine grained sand (SM to ML). : --: 126.0 ; : 1 I I -- I 1 I - -- I , I 1 1 1 - 1 - 1 I I I -- I I I I I I I 1 I I 1 I I I I I I I I I I I I I 1 I I I I I I I -- I I I I I I I : I 1 I 1 ; I I I I I I I I I , 13'0 -- I , 1 I I -- I I I I I I 1 I 1 I I 1 , 1 I 1 I I I -- 1 -- I I I I 1 I I I 1 1 1 I I 1 1 -- I I I --f I I I I I 1 1 V I I / I t I 1 1 1 I 1 I -- I I I I -- • I I 1 I 1 1 I I I I 1 1 1 I • 1 I -- I I 1 -- 1 i35 , 1 , ..� 1 I I f 1 : 135 --1 --i : : PT23 :1.0 : : SILT, gray, wet, hard (ML) : , _ , , 1 I 1 I I I 1 1 I 1 f I I I 1 I --1 ,1 1 1 f 1 - , -- , I t 1 1 I I 1 1 JI 1 I I I 1 • 1138.�.'� , , 1 1 , 1 I __I - 1 , 1 I I I - I 1 I , , I I , I 1 IY( „I :I I ,I I1 -- 1 , 1 , 1 I I 1 I - -- 1 , II _ - 1 1 I , - l I 1 , , I 1 1 . I 1 ; 1 -- t 1 I 1 , 14 I 1 1 I 1 I 5 --1 1 , • I __ 1 I I 1 1 , 1 f t MI -- 1 1 4c r atic 1 , Installed oL_e:vatic , 1 1 1 • • .welT flushed h- a w.L -- , I • i I , , :clear dater. y fry 14 --: Itc 150 fee' .. 1 I:gravel - i --�: 524 ;3.4 . EVF -_. ''".4 LILT ......„ ,.4Y, dFt, n-.,-.. 1 gravel packeO to _..! -- : 1 48.5 ?r-, _ (rained . : UUeet. 1 1 1 v -C A 1 -Sect1nite _--. -.. • -- 1 ILI:t_ing= t ol: - • 4 i 1 - • surfa-=. •. :PROJECT FRu r T NUMBER: S24 51».5n 1 BORING NUMBER: B-2 SHEET: 1 OF: 1 - CH2M PILL : : : SOIL BORING LOG ET: CENTRCN ROAD ALIGNMENT LOCATICN: SHALE PIT 'PATI N: Est. `280 DRILLING CONTRACTOR: DON KENNER DRILLING . ��I • T O D N 75 _ MUD ROTARY ,;,1."_iNc ME...I,D.AN1 EOUIPMENT: Cltf MJ RO. ., : NAM LEVEL AND DATE: NOT RECORDED START: 2-24-88 FINISH: 2-24-88 LOGGER: B.M.WITEK ' : : SAMPLE : STD. : SOIL DESCRIPTION :S : COMMENTS I : I PEN. I IY : ---- - 1 : DEPTH : : TYPE : R : --TEST.-1 SOIL NAME, COLOR. MOISTURE IN L: DEPTH OF CASINGI,y : • : BELON :I4TERVAL! AND I E 1 - CONTENT. RELATIVE DENSITY OR :B 0: DRILLINS RATE, DRILLING : :SURFACE NUMBER : C 6'-6"-6': CONSISTENCY, SOIL STRUCTURE :0 6: FLUID LOSS, TEST AND I (FT) (FT) : :(FT) (N) : MINERALOGY, QSCS GROUP SYMBOL :L : INSTRUMENTATION . 1 . I . I I 1 • : :Hard & gravelly - losing : -- : :circulation - thickened : ' :mud, still losing :circulation. . . I , • : 5.0 : 1 1 • : 5 --) . , 1 i , 1 1 I : : Si 1 .2 : 45-48-32: POORLY GRADED GRAVEL, gray to brown/gray, : : : 1 1 . (80) 1 , - I 1 we., very dense, l/2■ to 3/4A angular rock . I : i ; (likely broker by drilling) (6P). : : : 6.5 ' 1 - 1 1 I 1 --. 1 1 . 1 1 1 I 1 1 4. . I , S2 : .4 : 17-34 : Sane as above, except gravel up to S2 stopped 6' short. .. -- 1. 1-1/2'. Sample contains some bentonite Spoon going down at -: 11.0 i : : : cud (EP). angle between rocks, : -- : : : : would bend if continued. --1 : : : 1 : :Had to abandon hole, too : : -- : : : :crooked, will try at new --: : : : : :location. Drill rod bent. : 1 — 1 I I I I I I 1 I 1 I I 1 I 15 -- : -- I 1 . I I _ 1 1 - I -- . 1 I 1 I I 1 1 I I 1 1 I I I 1 I I —1 I I . I I 1 I 1 I _1 1 I — , 1 I -- I I 1 . . I I I , • 1 20 --' --1 1 . 1 . I . I 1 1 1 I . —1 : I I I 1 I I 1 I I I 1 . 1 I I I I —1. I I 1 I I . 1 1 I I 1 I I 1 I I 1 I I I I __1 1 I I I I I - . I I I I I I I I I I I I i.J 15 -- I I I I I I -- . I I I , 1 1 1 I . I I I I I -- I I I I , I I I I' 1 I 1 I 1 I I I — I I 1 I : • I I I I I , -- I I 1 — .7 , I I I I . 1 1 _ i I 1 . I ` _ — 1 I 1 i — I • . I. i I I I I 1 , I I : 30 -- i : I I I --. I I 1 I I I 1 I 1 1 1 i 1 . 1 • I --• I 1 t i I -- : 1 i i I 1I • f e 1 • IP eO,c_T NUMBER: c4.0_4.gi 1 B^FiU NUMBER: 22 Sy-ET: t .-. - I . CH2. HILL : SOIL BORING LOG I ' PROJECT: CENTRON ROAD ALI SNMEN T LOCATION: SESALE PIT - . ELE'iaTIO';: Est. `2E2 DRILLING CONTRACTOR: DON KENNER DRILLING DRILLING METHOD AND EQU.PMENT: CME 75 - MUD ROTARY WATER LEVEL AND DATE: NOT RECORDED START:"2-24-S8 FINISH: 2-24-SB LOGGER: B.M.NiTEK: 1 fn1 M , 1 SAMPLE • LTD SOIL S 1 COMMENTS E11;.", 1 1 SAMPLE 1 ID. DESCRIPTION M I I 1 PEN. Y : DEPTH I : TYPE I R : TEST SOIL NAME COLOR. MOISTURE M L: DEPTH OF CASING, : I BELOW :INTERVAL: AND I E : CONTENT, RELATIVE DENSITY OR B 0: DRILLING RATE DRILL!NE :SURFACE :NUMBER : C 16°-6'-6" CONSISTENCY, SOIL STRUCTURE, O G FLUID LOSS TEST AND ' I (FT) (FT) I I(FT); (N) MINERALOGY, USCS GROUP SYMBOL L INSTRUMENTATION 1 / 1 1 1 1 1 I I 1 I : u : : : :gee Sail boring lop for : -- : : :B-2 for descriptions of : ' - : :samples above 15 feat• '. --• I 1-4th location for tee:: :baring B-2. 1 -- I : I-Drove casing to 10 1 I :feet. Hit clay at : -- : : :approximately 9 feet. . i : I : I : I-'ill try Dames & Moore : : 5 -- : : : : :sampler to see if it will I 1 . : : : : : Ifit through casing. . : -- : : : : I-Drilled to 15 feet then I : : : ; • : :sampled. 1 _ I , 1 1 1 1 1 1 1 1 I - 1 I i 1 I 1 I -1 1 1 I -- I I I I ! I 1 I / I 1 1 I , S • 1 _ 1 I I I I 1 I I I 1 - 1 I I - I I 1 I I 1 I 1 I 10 _I I I I I i - I I I I I 1 I I I I I I I - 1 1 , I I 1 I I I 1 I I I I I __1 , , I I : S I 1 I 1 , I I I I I I 1 I I I I 1 __1 I 1 I I • 1 I I - -- 1 I I I I I I I I 1 __I I I 1 I A I 1 I 15 0 1 1 1 I 1 I 15.. 1 I 1 1 • I 15 —) ' ' 1 Si1 5 ' ' 4°: SILTY SAND to SANDY SILT, gray, Sample S1 taken with ' ! 1 1 11.E S 1-4-3 I Too: --I 16.5 I I : (7) I wet, medium firm (SM to ML). Dames & Moore sa'_oler. --' : : : Bottom 14': LEAN CLAY, gray, wet, medium : : -- firm (CL). -- 17.0 ' ST2 ;2.7 I . -- : : : • Material seecs to firm _o -- • : : 19.0 : : : :at bottom of Shelby tits ' --( : :push. - : : : S3 11.5 I 4-4-7 '• LEAN to FAT CLAY, brown, wet, stiff (CL : ; ` : 20 --' 1 I ! (11) ; tc CHI IS3 taken with SFT ' f 2' to�3 layer in center of sample: :sampler. 0.5 , I SANDY CLAY, brown, wet, approximately 20% 1 : : : medium to fine grained sad. (C_`. : 1 I I I I -_ 1 -- , f , 1 1 ! 1 I , i i I • _ -- 1 1 • I Hit gravels at 2: feet. . I . - I p 1 I 1 1 Spa 1 1 i 1 1 1 2: 1 1 '• - • • . I -- . I 25 I , I : : S4 :0.3 ' 42-47- POORLY GRADED GRAVELLY SAND, brown, : : : --: _ 1 ' 6015" I moist, very dense, may be weathered till, : -- : • t approximately 20% to 25:: 1' E1,'.Ss gravel, : : : -- i:6.4 : ' I rock sale broken, likely' larger rock ' : -- S I i r• nt : S _ : --. 1 1 ; 1 1 l i I • 1 --! t 1 i. I I I I f 7 1 ql•. I ,• i i . i __ i ,• . 1 1 • • • i : 1 i -_ i , i i i • ' . 1P CJE_CT NUMBER: vn..c 4.Jn I BORING' NUMBER: B-22 SHEET: 2OF: 7 • • . 1 : SOIL BORING LOS . : PROJECT: CENTRON ROAD ALIGNMENT LOCATION: SHALE PIT .'^ : E'EVATION: Es' '2E_ DRILLING CONTRACTOR: DON KENNER DRILLING ' ••1 ,•� OD AND L•'T^M-EAT CME 5 _ ROTARY• Cr:._�I1;� METHOD e!,1 E_1i-•Ir; LI•� 7� -.MUD R,.ThE'Y . . WATER LEVEL AND DATE: NOT RECORDED START: 2-24-S"a FINISH: 2-24-GS LOGGER: B.M.4ITrK • . 1 1 • C'pI E ' STD. ' SOIL DESCRIPTION IS ' CC NE'TS ' : PEN. ' :Y : : DEPTH : : TYPE : R : TEST : SOIL NAME, COLOR, MOISTURE :M L: DEPTH OF CASING, BELOW :INTERVAL: AND : E : CONTENT, RELATIVE DENSITY OR :B Cl DRILLING RATE, DRILLING : :SURFACE : :NUMBER 1 C : 61-6"-6": CONSISTENCY, SOIL STRUCTURE, 10 6: FLUID LOSS, TEST AND : : (FT) 1 (FT) : 1.(FT): (N) : MINERALOGY, USCS GROUP SYMBOL • IL 1 INSTRUMENTATION ' . 1 1 , 1 1 ; 1 - , 1 1 1 t 1 1 1 ! : 3u : 30.0 : SO : .t : bo-aa,a-: POORLY GRADED SAND, graylbrowniiligntiy 1---' : : --. , . . moist to moist, dense, fine grained sand 1 1 : 1 '33.9 1 : : (SF). : 1 1 • . . . . , 1 / . 1 1 • 1 I . , . I I I 1 1 1 --I I I I I I I 1 I I I I I i I I I I f I I 1 __I I I I I I I I I I I I 1 1 I 1 I I . 1 I I 1 5'0 1 I I I I I I 3C rJ 1 1 ,, 1 . . 1 . -- : 1 1 S6 :0.4 1 6OOf " 1 SANDY SILT to SILTY SAND, gray/brown, : : ; --: 35. . moist, hard to very dense, thinly layered 1 1 -- : : (ML to SM). : : : - --: : : 1 :Gravels at 37 feet. --' 1 1 1 1 I a 1 1 I • a t I I . 1 a — I —, . 1 I • I 1 1 1 : 1 - • 1 1 f ' I --: : : : : : :Sand at 39 feet. -- 1 I} r a 1 I 1 I 4,.�; 1 1 1 1 40 _-, . . , , I . -- S? NR 60, '° NO RECOVERY I : f • I 1 __a . 40.5 I I 1 1 1 . — 1 1 1 1 1 I • 1 a I I 1 • I I . 1 a 1 1 ! a f I 1 . 1 : : : Gravels at 43 feet. -- f . I 1 1 1 f 1 1 1 1 1 1 • • _ --i 1 1' 1 1 1 1 / 1 I 1 1 45.'? I 1 • 1 ;5 ! : : . . �• CA .1. - 610y41 1 SILTY GRAVEL, brown, moist to wet, very : --: 45.3 ; : ; dense. approximately 40Z SILT, subrounded - : : : : gravel, larger gravel is broken, angular -„ -- i 1 a • 1 • I 1 1 1 1 1 1 I S --1 a 1 I • 1 1 1 1 1 a 1 I 1 ! 7 I I 1 f • 1 1 • I __ --1 C i 1 1 1 ' : 50.0 1 ' 1 1 t f a y.: f 1 1 / 1 I NR O•l a NO RECOVERY : :Sampler looks like it is • 1 --: , : :bouncing on a rock: - w_: --. 1 :try Dames & Moore : —I 1• : a a : :satpler. -- I . I ' '' -Very slaw d'riliinc, `c-;. : --: : : over a1�r=ur a dril: - -- ; : : : : foot interval from 50. -_ : --; : : • 1 55 feet. -- 1 55.G 1 1 I : 1 yC --i , 1 -- : `: �:"' �0.2 1 C�/5r i ROCKS, 1" to 3' diameter with 1° . . : --: 55.4 1 recovery of crushed rock in a matrix. of : i -- : : silt, may be slough. ' . - 1 1 I I I -_ 1 .• 1 . 1 I I : 1 I I , • __ / I a ' a . 1 I i I 1 I 1 I 1 _ i a I a a 1 _ 1 '. . 1 I I 1 : 1 r. -- 1 I , 1 1. 1 a a 1 a __1 I 1 1 1 __ 1 1 1 t 1 1 f 1 !, 1 1 :PROJECT „ _. 921 1 G NUMBER: B_25 _ _ 1FR�lit., NUMBER: .•IbI4..0 BORING __ �ritE+. 3 L'•=. . 1 1 1 1 - H_M HILL 1 SOIL BORING LOG • PROECT, :EaT5CN ROAD A_IGNM T LOCATION: SHALE PIT - _ ' 1 EL:'-'AT:ON: Es: `2" DRILLING CONTRACTOR: DEN KENNE,R DRILLING AND OUI r• DR::LING METHOD A�;1/ E;: �P�'_�lT: Cr 75 - MUD ROTARY ! ATELEVEL I^ ATE. 'RECORDED 2-24-^ S 2-2 OGG r ��� R' AID D..._. NOT START: aS FINISH: � 4-G:, L.,u_En: 8.11,E ;EK 1 ' SAMPLE r 5T5. SOIL DESCRIPTION 'S CC11ENT` 1 1 PEN, 1Y ' 1 DEPTH ' 1 TYPE : R 1 TEST SOIL NAME. COLOR, MOISTURE 1M L: DEPTH OF CASING, : . 1 BELON INTERVAL; AND : E 1 CONTENT, RELATIVE DENSITY OR 1B 0 DRILLING RATE, DRILLINS :SURFACE :NUMBER 1 C 1 6'-6'-6' - CONSISTENCY, SOIL STRUCTURE, 10 6 FLUID LOSS, TEST AND 1 (FT) (FT) 1 1(FT): (N) MINERALOGY, USCS GROUP SYMBOL IL INSTRUMENTATION I 1 , I , I t 1 . • 1' 1 1 . 1 60: 6V.0 ' S11 10.3 153-6015'. BROKEN GRAVEL and-LOOSE SAND wet, dense, 1 1 . -- drilling mud in sample (GP, SP).60.9 • 1 : -- I I I 1 1 I 1 1 I I . -- 1 I I I 1 I 1 1 1 . 1 I t I 1 I 1 1 I . 1 1 4 1 1 1 1 1 , 1 6 --I 1 I I I 1 1 I . I . 1 - . I . I I 1 I 1 I I I 1 I ' I I I I I I I , I -1 I S I 1 I I 1 • I I I I I I I I 1 I I I I I I I I I 1 - . I I 1 . t I I I - I I I 1 I I 1 I 1 I I I . I • I I f I I . I I I 1 I I I I I 1 I I f . 1 1 I I I I I 1 . I I 1 I I 1 I I I I I ! I I 1 1 I I 1 1 1 - 1 1 --: 1 t I 1 1 1 - : 1 70.0 1 : : 1 1 Drilling changed at 6 1 ' : 70 --1 1 feet. --1 : : 1 S12 0.9 1 47-60/5'1 SILT, brown in upper 3' to 4°, gray : 1 -- - I below, moist to wet, very hard (AL). Layered unit, lakebed --: ' 70.9 1 deposit. ' 1 t -- 1 t - - . 1 . 1 1 . I ! I 1 1 I I I 1 _-1 I - 1 I I I I I I I I I 1 1 I I 1 1 I I 1 I I I 1 _ 1 1 - I I I I 1 - 1 75.0 : 1 : : '• 1 5 1 1 : S13 10.9 : 33-60/5': SILT with GRAVEL, grayy, wet, hard. 1 :Appears to be back in : : -- , i i approximately 10X to 20X.oravel, 1' to 2" 1 :till. Small fractured --: . 1 1 " a" of I , , 75.4 1 • 1 large gravel, with 3 to thick zones 1(.)zone in sample S13, . 1 --. 1 snail rounded gravel (ML). :brown to gray in color, --i : : : :slightly a st, almost I . --: : :looks brecciated. -- 1 I I I I . I I - 1 I I I 1 _ : -. I I I I - I I }} .� 1 I 1 1 I I illy . . S14 :0.3 : 60/5.5" ' SILTY SAND, gray, wet, very dense, 20X to : 1 . --' G0.5 1 1 I i 30% fines. fire grained sand, with : : --• : I : : oc=asiohal dropstcnes - till (SM). 1 1 ' 1 1 1 1 1 1 _ I 1 1 I 1 1 - I - 1 1 1 1 1 1 _ -! I . 1 f f f 1 I t 1 I 1 -- 1 1 I I 1 1 1 1 I 1 t 1 , I . 1 1 . I I f . I I 1 1 t l - 1 � 1 t t I I 1 I , _ 1 I i 1 1 I I I t . t - I t I 1 2 1 - f l i 1 1 1 1 1 1 1 • 1 1 -- 1 -- t ! t t 1 . 1 t t S 1 • 1 _ : I 1 : -- -i 7 1 ! 1 I 1 I 1 1 S 1 I • 1 . t 1 t�; - ._1 . 1 I 1 I __ J 1 . I f . 1 _ I 1 1 1 1 _-I - 1 1 r I I ! 1 f ! :PROJECT NUMBER: S24614.80 BORING NUMBER: B-2P SHEET: 4 OF: . , I CH2M HILL 1 : SOIL BORING LOG . t i PROjECT: CENTRON ROAD ALIGNMENT LOCATION: SEGALE FIT ELEVATION: Est. ''282 - DRILLING CONTRACTOR: DON KENNER DRILLING DRiLLLNG METHOD AND EQUIPMENT: CNE 75 - MUD ROTARY WATER LEVEL AND DATE: NOT RECORDED START: 2-24-S8 FINISH: 2-29-GB LOGGER: B.M. 'ITE;' • : SAMPLE : STD. : SOIL DESCRIPTION IS I COMMENTS I ' PEN. ' Y I I DEPTH : TYPE : R I TEST I SOIL NAME, COLOR, MOISTURE M LI DEPTH OF CASING, : BELOW INTERVAL AND I E I---------: CONTENT, RELATIVE DENSITY OR B C: DRILLING RATE, DRILLING : •:SURFACE : NUMBER : C : S1-6'-62: CONSISTENCY, SOIL STRUCTURE 0 GI FLUID LOSS, TEST AND : . (FT) 1 (FT) 1 . I(FT): (N) 1 MINERALOGY, USCS GROUP SYMBOL L : INSTRUMENTATION I I i , i i I , 90 . 90.0 ; PT15 ;0.5 : I SANDY SILT, gray, moist to wet, hard :Drillec 1 foot when : • --I i (ML). :something plugged,pump. --I 1 91.0 I 1 . I :had to bring sample up --: I • I I :early. --' : II 93.0 : I I • - I -T A : --I 1 S16 1.3 1 25-45- SILT gray, moist to wet very hard with Changed frog till to a : --I : 160J5.5' thin (one sand grain thick) partings of massive silt deposit. --: I ; fine grained sand spaced erratically ' • : I 95 --: 94.5 I I throughout sample (ML). --i i I 1 , i , , I --I , . - 1 1 , , i , 1 1 . - 1 , I I I I I I I I I -- I I I . I 100.0 1 : 100 — - : : : S17 :1.5 1 17-32-45! Sale as above, except with silty sand : -- : I I : layers up to 1-1/2" thick (ML). -- --. 101.5 : I - . , , 1 I I I , 1 I . I I __ , , I I • . , I 1 . I I -- --, , I I , , I I • . I I . .v5 --, I . I , . 1 i • -- I 1 1 . 1 I I. 1 , 1 1 , . i I 1 1 I 1 1 -- 1 1 I I 1 I 1 I • -- 1 ( ' • , I ! il) S I I 110 i S1S i0.6 : 1 -3�:-2'•. SANDY SILT to SILT, gray, wet. very hard : I ` rocks _- _ L Still hitting ocks ' 110.7 i (1L). drill down. -- , , 1 1 I -- --I I I I I I I I I I I I 1 I I , -- --, I I I I I I . I I I I I I I --. --, I I I I I I i I I I I I : 115 --: I I I I --' i i , i . : 1 . I , I I 1 I , I I -- • I - 1 I 1 I I I I . i I , I I I I • I I I -- I - 1 I 1 I I I I I I • -- I -- I I I . I I 1I • I I I I I I I --, 1 -- I , I 1 I I I I I I I I I I I I I a- -- I 1 I t i I I 1 I I 1 I I i I I I I -- 1 I 1 . 1 I i • . • 1 P5O'E:� :: �SE!: 324:...-r pUl iCi � it•.- -n7. �n EC-. � i�i • • Ct r:r'y HILL ' SOIL BORING LOG PROj E.T� CENTRON CAD ALIGNMENT LOCATION: SESA E PIT • EL_ ATION: Est. **Tr: DRILLING CONTRACTOR:R. DC' J NNER DRIL-I1a + DRILLING METHOD ND ^I ' Y \!T� PVC - 1ROTARY 1 DRILLING AND EGUIPME:1, CmE 75MUD I WATER LEVEL AND DATE: NOT RECORDED START: 2-n 4-6n Fi?i : 2_2 g-oB LOOSER: B.M.NI _. SAMPLEI STD. ! SOIL DESCRIPTION ,S 1 COMMENTS : ' PEN..- DEPTH : TYPE : R : TEST : SOIL NAME, COLOR, MOISTURE :M L: DEPTH OF CASING, : BELOW :INTERVAL: AND : E : 1 CONTENT, RELATIVE DENSITY CR :B 0: DRILLING RATE, DRIL_IS ; :SURFACE NUMBER : C : 6"-6'-6': CONSISTENCY, SOIL STRUCTURE, 0 6 FLUID LOSS, TEST AN : (FT) (FT) :(FT): (N) : MINERALOGY, USCS GROUP SYMBOL L INSTRUMENTATION I 1 1• 1 1 120 - : iZu.0 : Si9 11.5 : 23-4`- : SILT, gray, wet, very hard, with sand 1—: . --: : : : 60/6' : partings, massive, with occasional rounded : --: • ( ; • . : ` gravel (ML). ' -- 1 .5 f I 1 1 1 1 1 1 1 I I , 1 1 I I I ! 1 I 1 I I I I I _-1 -- 1 I f I I . I 1 1 1 I I + 1 I• 1 I I I I 1 I I I I I -- 1 -- I I I I I 1 I I . I I I I I I I 125 1 I I --: 25 -- 1 1 1 . 1 I I . I I I I • I I I _ + w I I I -- I I I I 1 I I I I • I I I I --: . I I I 1 1 • I I I I I 1 1 I I I I I -- -- I I I I I 1 I I I I I I I I I I I I 1 1 1 1 I I -- •• -- I 1 1 I 1 TA I 1 I 1 130.0 I I I I 1 : no -- . • : : : S20 :1.5 : 1?'3'- : Sane as above (ML). : : I --1 1 I 1 I 60/6" ' I I --I I I I 1 I I I S t I I I I I : --: 131.5 : ' ' -- I I I 1 1 I I 1 I 1 I I • __1 1 I -- I . 1 I I 1 .. I I 1 I • - I f 1 1 • . -- 1 - 1 1 . I I I I I I I . : I I I : 135 -- : I I I I 1 I • • 1 1 1 I I I 1 I —I I 1 -- 1 I I — I I I - I ; I I I I I I I I -- I -- / . • 1 1 S I I I I I I : I I 1 • I --1 I I 1 . I I I I 1 I I I I I I I -- -- 1 I I ' I 1 I 1 140.0 + 1 : I'!ti - . --' 1 1 r 521 I . _ P.5'l (M. ). 1 I 1 1 . :0.5 . 2E 6•..,. 1 Same as above (ML 1 . I 1 I I I — --! I I I : 140.9 : : : I : I 1 I _I I 1 I I I --• I — . I 1 I I I I I I I I I I I I I I . I I -- I -- I : I I I I I I I . I I I / I I I I I I I I --. I S s I I 1 1 1 1 1 I 1 I . I I 1 145 --: : I I : — I I I I I I . I I I I I I _1 1 I I i 1 ; --' 1 1 1 I I I • I I I I -- 1 1 I -- I I 4 I I 1 I I I f I 1 I I I 1 I • • • . I I +I I I i I I I I -- . : I : I - 1 . I I + I , I I f . • I . : 150 I I 1 I I I I I I I I I I r -- I I I + • I ;PRCJE_T NirEER: S24614.EC : BORING NW EER: T7-25 SHEET: 6 a 1 1 CH M SILL : SOIL BORING LOG : PROJECT: CENTRON ROAD ALIGNMENT LOCATION: SErALE PIT ' i I ELEVATION: Est. •292 DRILLING CONTRACTOR: DON KENNER DRILLING DP:L_Il: ME-H3I A,&: EQUIPMENT: CME 15 -.MUD ROTARY BALER LEVEL AND DATE: NOT R fC, D E9 START: 2-1_4-8n FINISH: 2-25-89 LOGGER: Y.N.4ITE : : SAMFLE • STD. : SOIL DESCRIPTION :S : COMMENTS : : : PEN. : ;Y : I DEPTH 1 : TYPE ; R TEST ; SOIL NAME. COLOR, MOISTURE :M L: DEPTH OF CASING. : BELOW :INTERVAL: AND ; E 1 : CONTENT RELATIVE DENSITY OR a0: DRILLING RATE, DRILLINE :SURFACE : :NUMBER : C : 6'-6"-6': CONSISTENCY, SOIL STRUCTURE, :0 6: FLUID LOSS, TEST AND (FT) : (FT) : :(FT): (N) : MINERALOGY, USCS GROUP SYMBOL H. 1 INSTRUMENTATION ; : I I I I I 150 , 1 15u.0 ; S22 fu.! : 19-29 55 SILT, gray, wet, very hard, with sand 1---I--: : : : partings, massive, with Occasional : : --: gravel (ML). : NI S, t - 1 I 1a 1J-.S 1 1 a -- 1 • 1 1 I : • : : : : :Drilling started to . -- : : : : : : :harden up at 153 feet. ' 1 I I 1 1 ,I — -- — I 1 I •' I a 1 I I 1 I I 1 I a 1 • 1 1 • : 155 -- a I. a : a -- 1 I 1 1 I I 1 a I I 1 I I I I 1 I I I -- I -- I a I a 1 1 I 1 I 1 1 I I / : I • I I ; I a 1 1 1 1 . I I I 1 I — 1 1 I 1 a 1 • 1 a 1 a a a 1 I I -- 1 -- I I 1 1 I f I I I I I I I I 1 a • I 1 I a 1 I 1 -- I -- I • I I I t 1 1 a 60 . 1 •V 1 I 1 I a I I 1 1 I' • 36 — - : ; -- • : 823 10.2 : 44-5016'; SILT, as above with faint trace of : : : -- bedding in sandier layers (ML). Silty : : -- 161.0 : : : sand in tip, gray, wet, very dense (SM). : : a 1 1 I I I --a -- I I I 1 I f a I I I I 1 I 1 I 1 1 1' 1 I -- ! a t 1 1 I 1 1 f f 1 I : 1 r 1 1 1 1 f I 1 a 1 1 a --a a 1 f a I 1 a 1 _- a a a 1 a 1 - - 1 a a a a I I I I 365 --I 1 1 a 1 a __ a ' a I I 1 1 a I 1 1 1 1 1 1 1 ' 1 _ 1 — I 1 1 I 1 —I 1 1 I a 1 1 1 a 1 1 1 1 a I 1 • 1 1 1 __a 1 • a 1 1 1 1 1 I 1 1 1 —• 1 I 1 a 1 1 1 1 1 f 1 1 ' 1 • _1 I 1 1 1 1 — I I • — 1 1 1 1 I 1 I 1 a 1 1 1 I 1 1 I I 1 1 1 1 -- 1 -- a I 1 a 1 : 31Q.0 I I f 1 1 1 1 I 1 : in --I ' SILTY SAND, gray, wet, very dense, 20X : --; S24 10.7 : 6 /5.5" i to 30X fines, very fine grained sand : --' 170 ,, (Sr) : After aeel•end difficult --• 1 1 tC C?` rcrs down. : -- : i I 1 : -Hole full of cater, nai -- : : : to re.lrill portions o` I a 1 I I , ' hole. - --1 a 1 a .1 . 1 a a a I I ; I ; 1 1 1 a a a 1 1 1 1 I —_ 1 1 I : a I I 1 a ; 1 I 1 1 175.0 • 1 1 I 1 1 175 --: Same as above (EN). : -- I : a r 1 I a I -- --a a e 1 a 1 a I a7(; E a 1 a I • / 1/5. a _ I I a -- 'I :I I a I a : I 1 I 1 I 1 1 a 1 1 1 -- ' I --a 1 a a 1 1 f , I 1 1 1 I • I 1 —� • . 1 1 i , a • tai __a a aa I : -- a _ Ii I 1 f 1 1 _ f ! 1 I . : ! a . SOIL BORING LOG . PRniC: CEN RCN Ft0 .t h ._ I.yN • :M•v-'+: ZC9M.- : ! i - rll!T' 1. Eat, V..\- ;i I,.- I.n\tom-. n-3R •gin)• •fF,i\+75 r\;+ T\1^ + ^!. :r::_ i .:•+C 'E +• .fit: 71'-t, Crt S «A1-1 .-.-- . .- •IJ_ ~�rr.. .x:::L1,. 3.. f_1 ?2 !•- o INIES: 2-25-3 LOOSER: _.y.i._E. • DEPTH .: TES- SOIL NrMC CRf R.. MOISTURE . i R i1 1F 3±C.:.. •L Sj.L NAME,\ r\ILJZ �f�:_aTs,.\. :1 , „E='T: u. _.•I.. 1 f N IINTE i•A: I A11R t CONTENT. RE• T-i DENSITY 1-.1 -- ♦^--• • : EE�;I- :,,I:FI:7L AN: E 1 RELATIVE YEl�rt:f �': IV � DRILLING RATE, :tyt_ _�. ;SURFACE :i! E^N : n 1 -5 -b , C N SISTEN ce, SOIL STRUCTURE. Ir 5i FIFE) 're1S -=C ^1, •1 [ TI t I I II'Tt t /1�. 1 q f1C\• IIC^C, GROUP �''!: r I CTO•I -F-Tii�•i . IF1, i (FT; 1 (IX!): ,,+; MINERALOGY, ,SCS GGROUP SYMBOL / INSTRUMENTATION:ON 1 1 t 1 • 1` 1 1 • t r I • lEi Ai',ij r.. iv.: 46-0... SILT, gray, wet. very hird,M::n i , - 1 - occasional very fine Sraine6 sand i?f.L). , ,f I I -- • i :Installed t• • i i c 1 1 lfl_'2:1?c 3 aE 're'::i: 1 1' I I ' ': --s i 1 ixe.t. 1 I I t I I 1-e.us. ei iiie -- :._- _ • 1 _ i t : - 1 1 i 1 f ;mud. 1 i I84.O i { I-installed 2 foot -- 1 185 --f 1� 183 to 18! feet. --: 1 1 irJY id-J t: 1 _. 1 ._i . : . Td-..,_!C C —c, oray, Ne-, harC 1 L). -cr='ie: p_1_�e;: �?v_t _ 1 I ! _ 1 { tL L ..t -- 1 --i i 1 iSes a M�_:: r :i? t 1 1 ..0 1 1 EN: SOIL BO.:INO A, 195.6 FEET. / :bentonite layer. - - t 1 _ . . 1 1 •• -- . --. lf♦ - . • i 1 I • 1 1 — 1 1 I 1 i 1 —, i i •f - • -- 1 1 -- i 1 1• 1 1 1 I --1 3 1 1 1 1 - I a1 1 1 1 —1 [ : 1 1 • t t 1 : I i t / 1 f 1 1 I 1 f • I 1 II — I —1 --1 I I S .11 • I I -- 1 1 1 S — — 1 • 1 I 1 I t I I -- . 1 .—• } t 1 1 Rt; f . • i —..t, --1 1 . I } t • f • 1 1 I 1 • I I • rV♦ -- , I — 1 • j I I 1 • --t - .�_ 1 f . 1 1 • 1 -- — I n Golder Associates QCONSULTING GEOTECHNICAL AND MINING ENGINEERS • REPORT TO CENTRON PRELIMINARY HYDROGEOLOGIC-GEOTECHNICAL STUDY MCMAHON PROPERTY RENTON, WASHINGTON Distribution: 1 copy - Centron Bellevue, Washington 1 copy - Dodds Engineers, Inc. Bellevue, Washington 4 copies - Golder Associates, Inc. Redmond (Seattle) , Washington �r January 1988 873-1161 GOLDER ASSOCIATES,INC.•4104.148TH AVENUE N.E..REDMOND(SEATTLE).WASHINGTON 98052.U.S.A.•TELEPHONE(206)883.0777•TELEX 5106002944 OFFICES IN CANAOA•UNITED STATES•UNITED KINGDOM•AUSTRAUA Golder Associates • CONSULTING GEOTECHNICAL AND MINING ENGINEERS January 11, 1988 Our ref: 873-1161 Centron 3025 112th Ave. N.E., Suite 100 Bellevue, Washington 98009 ATTENTION: Colin Quinn RE: PRELIMINARY HYDROGEOLOGIC-GEOTECHNICAL STUDY MCMAHON PROPERTY RENTON, WASHINGTON Dear Colin: In accordance with your request we present herein the preliminary results of our hydrogeologic-geotechnical engineering study of the McMahon Property in Renton, Washington. The site is located as shown on the attached Vicinity Map, Figure 1. We have proceeded based on your November 1987 written authorization. _ The purpose of our study was to complete a preliminary assessment of: • the feasibility of the proposed groundwater retention/recharge system • the overall stability of the pit walls, bluff face • and foundation conditions for the proposed apartment buildings . 1. PROPOSED DEVELOPMENT It is our understanding the proposed development will generally consist of two or three story, wood frame, residential apartment buildings with accessory paved driveways and parking areas. Although building locations have not been selected, we have assumed the buildings will be located on the hillsides surrounding the pit. A series of ponds have been proposed as a storm water retention and - groundwater recharge system in the base of the pit. In addition to the structures and the ponds, an access road is to be constructed from the site, down the bluff to the Maple Valley Highway. GOLDER ASSOCIATES.INC.•4104-148TH AVENUE N.E.REDMOND(SEATTLE).WASHINGTON 98052.U.S.A.•TELEPHONE(2061 883-0777 7•TELEX 5108002944 nFFIrFC IN r`euene.1INITFri CTsTFC•IIulTFf Wtuf_nnu. elICTf AI e ti January 11, 1988 2 873-1161 2. SITE DESCRIPTION The site is an L-shaped 120-acre parcel located within the E 1/2, NW 1/4 and portions of the N 1/2, SW 1/4 of Section 16, T 23 N, R 5 E in Renton, Washington. The site is a former gravel pit operated by Segale Construction. It appears that large scale gravel mining has not occurred recently; however, stockpiled sand was being hauled off site on January 20, 1987. The property'boundaries are formed by the following features: 1) On the west, Mt. Olive Cemetery. 2) On the south, the Maple Valley Highway and a series single family homes. • 3) On the east, a King County transfer station and the King County Public Works shop. 4) On the north, a vacant lot which is currently being used as a dump for demolition debris. In general , the site consists of a central , north-south trending relatively level pit floor, where the gravel pit operation appears to have been concentrated. The base of the pit is flanked by steep slopes generally rising 40 to 70 feet above the gravel pit floor. The western portion of the site is a broad, relatively flat, upland containing several small borrow areas. The eastern portion of the site is similar to the western side, however, it is lower in elevation, appears to have been worked less and contains a series of sand and gravel dump piles. The southern portion of the property is dominated by a steeply sloping bluff face which slopes (approximately 25 degrees to near vertical) towards the Cedar River, and the Maple Valley Highway. The bluff has an elevation drop of about 170 feet from the floor of the gravel pit to the • Valley bottom. The steep bluff on the south portion of the property is generally heavily vegetated and supports a variety of horse tail grasses and ferns. These plants typically indicate water is at or near the surface during much of the year. However, no seepage was observed along the slope during July through December of 1987. The bluff also exhibits several small scars as a result of recent sloughing. The slope stability map of King County, by Miller (1973) , maps the slopes along Maple Valley as being unstable due to natural processes such as undercutting by the Cedar River and the sand and gravel mining activities of man. Further discussion of the stability of the bluff is presented in later sections of this report. • A_■J-- - - • - January 11, 1988 3 873-1161 The floor of the gravel pit is generally void of vegetation and contains numerous shallow ponds (less than five feet of depth) , shallow swampy areas and several ditches draining to the north. Access to the property can be made from the northwest and northeast by using existing dirt roads off of N.E. 3rd Street or from the south by an existing road off of the. Maple Valley Highway. 3. FIELD EXPLORATION Our subsurface exploration program consisted of field reconnaissance of the site, a mapping of the surficial soils and groundwater seeps, and the completion of six hollow-stem auger borings. Our exploration was completed during the period of October 28 through November 18, 1987. 3.1 Borings The approximate locations of the borings completed for this study are presented on the Vicinity Map and Site Plan, Figure 1. The borings were located in the field by taping from existing site features. Borehole elevations were interpolated from the contours shown on the boundary and topographic map of the McMahon Properties provided by Dodds Engineers, Inc., dated February 5, 1987. The locations and elevations should only be considered approximate. The borings consisted of advancing a four-inch inside diameter hollow- stem auger with a truck-mounted, Mobile B-61 drill rig. During the drilling process, disturbed but representative samples were obtained at two and one half foot depth intervals for the first 19 feet, then at five foot intervals to a maximum depth of 99.0 feet. The borings were drilled under the full-time observation of a staff geotechnical engineer from our firm. Records of all the boreholes were kept in the field as the drilling took place. The borehole records were based on the drilling action and inspection of samples secured. The boring logs were later refined with the aid of laboratory test results. The various soil types encountered as well as the depths where the soil types or soil characteristics changed are indicated on the boring log. It should be noted that these changes may have been gradual , and if the changes occurred between sample intervals, the depth of the change was interpreted. Therefore, stratification lines shown on the records represent the approximate boundaries between soil types; actual transitions may be either more gradual or more severe. The soil and groundwater conditions are those recorded for the dates indicated, and may not necessarily represent those of other times or locations. Edited borehole logs are presented in the Appendix to this report. • (:nlrinr Accnnhfno January 11, 1988 4 873-1161 3.2 Soil Sampling Disturbed but representative samples were obtained at two and one half- foot depth intervals for the first 19 feet, then at five foot depth intervals for the remainder of the boring. Samples were obtained by using the Standard Penetration Test (SPT) procedures in accordance with ASTM Specification D 1586 84. This test and sampling procedure consists of driving a standard two-inch outside diameter split-barrel sampler a distance of 18 inches into the soil with a 140-pound hammer dropping 30 inches in free fall . The number of blows required to drive each six inches of penetration is recorded, and the number of blows required to drive the sampler the final twelve inches is considered the standard penetration resistance (N) or blow count. The resistance, or N-value, provides a measure of the relative density of granular soils and the - relative consistency of cohesive soils; these values are presented on the borehole records. Soil samples obtained from the split-barrel sampler were classified in the field and representative portions placed in airtight containers and returned to our laboratory for further examination and testing. For environmental screening purposes a representative sample was collected in the upper nine feet of the native materials encountered in Borings 1, 2, 3 and 4. All environmental screening samples were retained in specially prepared glass jars with Teflon lids supplied by the analytical testing laboratory. All the soil samples were kept chilled in the field or refrigerated in our laboratory. Samples were transferred within the recommended holding times to an analytical laboratory, (Analytical Technologies Inc.) in -accordance with the recommended procedures of: U.S. EPA. 1982d (Updated 1984) . Test Methods for Evaluating Solid Waste- Physical/Chemical Methods SW-846. Office of Solid Waste and Emergency Response. Washington, D.C. Sample documentation included Sample Integrity Data Sheets and Chain of Custody Forms and are presented in the Appendix to this report. 3.3 Monitoring Wells and Pump Test Groundwater monitoring wells were installed in Borings 1, 2, 3, 4, and 6, with a maximum depth of 95.0 feet. The well casing used in the monitoring wells is a two-inch diameter, schedule 40, PVC standpipe with flush threaded couplings. The well screen slot size is 20 thousandths of an inch. All of the standpipe was cleaned and packaged at the manufacturing plant. Silica sand was used to backfill around the well screen and a bentonite slurry was used as a seal . A locking steel monument was installed over each groundwater monitoring well . Diagrams of the well constructions are presented on the borehole records in the Appendix to this report. Golder Associates January 11, 1988 5 873-1161 The groundwater monitoring wells were developed on November 11 and 12, 1987, using a PVC bailer (one valve) for Wells 1 and 3, and a gasoline engine centrifugal pump for Wells 2, 4 and 6. The monitoring wells were pumped and bailed until the water was clear. A constant flow pump test was conducted on November 18, 1987, using a gasoline powered one-inch diameter two-stroke centrifugal pump. The drawdown of the water table was monitored using a Thor Data Logger in the pumped Well BH-6 and a Solinst water level indicator in the observation Well BH-4. An extraction slug test was conducted in Well BH-2 using the Thor Data Logger to monitor the head recovery after twenty seconds of pumping. The pump test results are presented graphically in the Appendix of this report and discussed in Section 6 of this report. 4. LABORATORY TESTING 4.1 Geotechnical Laboratory Testing The laboratory testing completed as part of this study consisted of determining the grain size distribution of the soils, from five to 29 feet in depth, in Borings 2 and 4. Grain size distributions were determined in accordance with ASTM 0 422 63 and the results are presented in the Appendix to this report. 4.2 Environmental Contaminant Screening - A limited water and soil contamination analysis was conducted to determine the baseline water quality and as a screening for possible contamination of surficial soils. The results of the laboratory chemical analysis will be presented in a separate report. 5. SUBSURFACE CONDITIONS 5.1 Soils In general , the soils encountered during our field reconnaissance and in our borings consisted of the following: • Recessional Outwash Compact to dense, brown, fine to medium SAND, trace silt Compact, brown, medium to coarse SAND and gravel Gelder Associates January 11, 1988 6 873-1161 • Lodgment Till Very dense, grey, silty, fine SAND, trace clay • Advance Outwash Very dense, brown, fine•to medium SAND, trace silt Very dense, grey-brown, fine GRAVEL, little to some medium to coarse sand Very dense, grey, silty, fine SAND, trace clay, trace gravel • Glaciolacustrine Deposits Very dense, grey Clayey SILT, little fine sand • PreVashon Undifferentiated Glacial Deposits Very dense and hard deposits of older till , lacustrine deposits of silt and clay, and advance sands and gravels The site is located in the approximate E 1/2, NW 1/4 and portions of the N 1/2, SW 1/4 of Section 16, T 23 N, R 5 E and situated between the Cedar River Valley and N.E. 3rd Street to the north. The site is underlaid by deposits resulting from past glacial episodes. The most recent glaciation, the Vashon stade, deposited the majority of the sediments on the site. In general , the soils consist of recessional sand and gravel deposits overlying lodgement till . Beneath the till are dense advance deposits of sand and minor amounts of silt. Beneath the Vashon sediments are undifferentiated preVashon glacial deposits. The side slopes of the northern pit are composed primarily of recessional deposits consisting of compact to dense fine to coarse sand and fine to medium gravel . These deposits were encountered to an approximate elevation of 250 feet in the east slope of the existing northern pit and appear to thicken to the north and northwest. Beneath the recessional deposits is a layer of glacial till consisting of very dense, silty fine sand with little to some gravel . The till was encountered in BH-3 and observed along the base of the eastern slopes and southern portions of the pit. The till has either been eroded or dips steeply to the west and north in the northwest portion of the site. C,nId r AccnrlafaQ January 11, 1988 7 873-1161 Boring BH-1 was drilled to an approximate elevation of 195 feet and. did not encounter any till . Till was exposed in a drainage ditch constructed along the west side of the central pit area. The surface of the till in this area of the site is around elevation 240 feet. In the eastern side of the central pit area, the top of the till is situated at an approximate elevation of 280 feet. Although not yet confirmed, the till appears to be missing within the central pit area. Several exposures of till were observed in the southern slope facing the Cedar River drainage with the lowest observed outcrop at approximate elevation 190 feet. Located stratigraphically beneath the till and extending to an undetermined depth are Vashon advance sediments consisting of very dense fine to medium sand, fine gravel , and silty fine sand. These deposits are exposed in the floor of the northern pit area; the edges of the southern pit area and probably mantle the surface of the southern portions of the site. Borings BH-3 and BH-5 encountered hard clayey silt and silt at approximate elevations of 205 and 140 feet, respectively. These fine grain units were not penetrated by the respective borings, hence their total thickness could not be determined. As a result, it could not be ascertained whether these silt units represent thin beds within the coarser grain advance sediments or they are the top of a thicker more extensive proglacial lacustrine deposit. PreVashon undifferentiated deposits are exposed in the south facing slope forming the north side of the Cedar River drainage. This unit consists of very dense and hard deposits of older till , lacustrine deposits of silt and clay, and sand and gravel . Based on limited field data, these deposits appear to extend from the base of the slope to an elevation of around 200 feet. None of the exploratory borings penetrated the preVashon deposits. The spatial distribution of the unit, as mapped by Mullineaux (1965) , suggests these deposits may underlie most of the site. The preVashon deposits are competent and maintain near vertical slopes in places. Several slope failures were observed involving the loose organic topsoil and slope debris overlying the preVashon deposits (Figure 1) . These failures appear to have resulted from saturation of the loose organic layer. 5.2 Groundwater Our wells encountered what appears to be a regional groundwater aquifer with water levels approximately two to five feet below the floor of the pit. Our study was completed after a five month drought and these levels are expected to represent a seasonal lower extreme. The pond at the northeast side of the pit is in contact with the groundwater and its surface elevation is consistent with the water levels measured in the monitoring Wells BH-4 and BH-6. During our study, approximately six inches of rainfall was recorded and water levels in the wells were generally on the rise. During field reconnaissance of the site during January 1987, we observed that water levels had risen .to the point of causing shallow flooding of most of the pit floor. Reportedly sand and gravel borrow operations have been discontinued at the site as the excavation encountered the groundwater. January 11, 1988 8 873-1161 It appears the regional groundwater flow is to the west southwest with a local break to the south towards the Cedar River. The overall flow gradient is relatively flat with a value approximating .01 to the west. southwest. The pump test,conqucted at BH-4 and BH-6 indicates a. transmissivity of 2 x 10-4 cm /sec can be assigned to the aquifer in that area. The unconfined aquifer in the base of the pit generally consists of 25 feet of well sorted fine sand near BH-4, BH-5 and BH-6 which becomes coarser and more gravelly near BH-2. The grain size distribution curves are presented in the Appendix. The storm water retention and groundwater recharge system were assessed with data obtained from the pump test and slug test. A discussion of the results will follow in later sections of this report. 6. CONCLUSIONS 6.1 General Based on the results of our study, we believe the site can generally be developed as planned. Our preliminary assessment of the site hydrogeologic characteristics indicates it is feasible to use a groundwater recharge system to dispose of surface water runoff. However, several critical design parameters including the seasonally high groundwater level and the limitations on discharging to the creek are unknown at this phase. The final design-of the recharge system will require additional exploration and combined civil and hydrological engineering effort. The native soils encountered in our field mapping and exploration borings are generally compact to very dense glacially consolidated soils. The pit and southern bluff slopes in these materials are generally stable at relatively steep inclinations, except where the slope is mantled by loose colluvium. The glacially consolidated soils are adequate to support the proposed structures with shallow conventional isolated or continuous spread footings. These and other geotechnical related points are discussed in more detail in the following paragraphs. • 6.2 Storm Water Retention/Recharge System The results of our subsurface exploration and field testing indicate a storm water retention and groundwater recharge system of ponds are technically feasible for this site. However, the feasibility of the storm water recharge system will depend strongly on the following parameters noted in the subsections below. Gelder Accnr_lates January 11, 1988 9 873-1161 6.2.1 The Time of Concentration The time required for the runoff to enter the recharge system is critical to the feasibility of the recharge system. A project design with a high density of structures and pavements will promote rapid storm water runoff and require extremely large ponds to store the runoff unless special controls are included in the. design. Practically speaking, we feel some special controls designed to slow runoff will be required to make the project work. These controls may include porous pavement, terraced landscaped areas with dense vegetation, indirect runoff paths and storage features such as upgrade non-recharge ponds or below grade tanks. 6.2.2 The Design Storm or Sequence of Storms The storm event or sequence of storm events is critical in the design of the proposed recharge system. The greater the intensity or duration of the storm used in design calculations, the greater the detention requirements. It is our understanding groundwater recharge systems. for storm water disposal in King County are typically designed to store the runoff from a storm with a 25-year return interval and a duration of 24 hours. A 25-year return storm intensity estimated for this site is .13 inches per hour or 3.12 inches in 24 hours based on the "King County Storm Drainage Requirements and Guidelines" prepared from U.S. Weather Bureau Technical Paper #25, 1985. Assuming 70 percent of the site will be covered with structures and pavements and 30 percent of the site is landscaped, we estimate a total of approximately six million gallons of runoff will be produced from the property north of the bluff during a 25-year return storm event. A detention pond capable of storing this quantity of water is equivalent to approximately 19 acre-feet of storage or a pond approximately 3.2 acres by six feet deep. A design that accounts for a sequence of storms will require significantly greater storage capacity. A back to back sequence of two 10-year storms, for example, will require approximately a ten million gallon storage capacity or a pond approximately five acres by six feet deep. Pond capacity will likely require a greater capacity than the simple storage of the runoff from one or two storm events. Pond size will also be strongly influenced by the rate of water infiltration or recharge to the groundwater aquifer, as discussed in the following section. 6.2.3 Hydrogeologic Characteristics The hydrogeologic characteristics of the site pertinent to the design of the recharge system include the transmissivity of the 'soils, the depth to groundwater, thickness of the aquifer, and the gradient of the watertable. Preliminary values for these parameters were obtained from Crnlrinr Accnrintaa January 11, 1988 10 873-1161 the well testing completed for this study. These parameters are used to estimate the rate the water in the recharge pond will enter the groundwater system, the zone of influence or mounding caused by the recharge ponds, and the size of the pond required to store the runoff _ during the recharging period. Preliminary estimates indicate that although the site has the advantage of soils that are relatively permeable, it also has the disadvantage of a shallow depth to groundwater and a low watertable gradient. As a result, the recharge rate will be relatively moderate. For preliminary planning purposes, we estimate a total pond area of ten to 15 acres may be required to allow recharging of the runoff from a 25- year storm event within an approximate period of a month and a half. This ten- to 15-acre pond is estimated with at least five feet of freeboard above the seasonally high groundwater. A more rapid rate of total recharge will require more pond area or greater heads within the pond to compensate for the decreasing rate of recharge as head decreases. 6.2.4 Pond Shape, Depth and Configuration The shape and configuration of the recharge ponds will effect the design of the system by influencing the aerial extent and depth of the groundwater mound around the recharge ponds. In general , smaller and more linear shaped ponds with the same total area as the large pond will have smaller groundwater mounds. The smaller the mound the lower the risk of the mound rising to the surface and causing flooding or slope instability. As an example, a recharge system that consists of a series of separate small ponds or a long canal meandering through the development would be preferable to a large single pond or lake with the same total area. A deep pond built with high berms to maintain a high head for rapid recharge will tend to raise a significant mound in the groundwater and therefore require the surrounding grades to be raised appropriately to avoid flooding. For preliminary planning purposes, we suggest ponds be located at least 800 feet back from the top of the bluff. This setback, which must be reviewed after a second phase of exploration, is intended to minimize the effect of the pond mounding zone on the stability of the bluff. Ponds located too close to the bluff could increase roundwater levels, saturate e s oe soi s, an oten la y esta ize t e steep s Does. 6.2.5 Site Grades The depth to groundwater is very shallow and the groundwater gradient is nearly flat on site. During the wetter winter months ofthe year, the groundwater levels on site are expected to be at or slightly above the existing pit floor grades (approximate Elevation 230) . Storm water detention ponds recharging to the groundwater are expected to create a Golder Associates January 11, 1988 11 873-1161 localized rise or mounding of the groundwater surface around the recharge pond. Significant filling of the pit floor will be required to prepare the site to accept the recharge. The filling will be required to raise grade sufficiently above the anticipated rise in groundwater to prevent flooding. As a preliminary estimate, we anticipate the grades in the pit floor must be raised as much as ten feet above the seasonal high groundwater levels to create sufficient pond freeboard for runoff storage for the recharge pond to function without flooding the surrounding areas. In general , the fill material used to raise grade in the pit floor should be relatively clean, highly permeable sand and gravel that will promote the recharge of the underlying aquifer. The materials available from the proposed road cut consist of relatively fine grained silts and silty sands that, in general, are not highly permeable. Materials obtained from other, higher portions of the site are coarser grained and are preferred as fill for the pit floor. 6.2.6 Major Storm Emergency Overflow A practical and well designed recharge system must have an emergency over flow option available during at least major storm events and possibly for controlled discharge during other periods. The stream on the west side of the pit and/or a new discharge system constructed to the Cedar River could serve this function if the water quality, capacity, legal , and permitting requirements can be met, It is our understanding that the water rights of the stream exiting the McMahon Property are owned by Pacific Land Reclaimation, the operators of the Mt. Olivet Cemetery on the property's west side. The legal aspects and restrictions of the water rights on this stream should be carefully researched as they may have a significant influence on the design of a storm water detention system for the McMahon Property. In addition, most of the property is included within the City of Renton Water Department's "sensitive area" and the extreme southern portion of the property at the base of the bluff is within the "more sensitive area". These "sensitive areas" are within the City of Renton watershed and therefore development and the quality of discharge water tend to be regulated more strictly. 6.2.7 The Degree of Maintenance Reliability The recharge ponds will tend to collect fine grained material , leaves, sticks, and trash. These materials will reduce the hydraulic communication to the permeable sands and gravels of the aquifer. To prevent a significant reduction in the hydraulic recharge capacity of the ponds a regular program of pond maintenance will be required. If cleaning of the ponds is expected to be minimal or non-existent, a more conservatively designed (larger) pond is advised. Golder Associates , January 11, 1988 12 873-1161 6.3 Stability of Bluff On the basis of our preliminary visual evaluation, the bluff along the_ properties southern half appears to be relatively stable in regards to massive or deep seated movements. However, some shallow debris slides and spalling and sloughing of the bluff face were observed. These slides generally involve the top three to five feet of loose surficial soil and vegetation. The sloughing and shallow slides should be expected to continue on the steeper slopes as the outer soil layers ravel and become saturated. The location of the most recent sloughing and slides are shown on Figure 2, Site Geology. A road cut through the bluff soils is technically feasible. However, significant earthwork and subsurface—drainage improvements should be anticipated in the slopes both above and below the road. For preliminary planning purposes, we suggest road cut slopes be no steeper than 2H:1V (Horizontal to Vertical). The slopes could be steepened if some form of subsurface drainage improvement and erosion protection in addition to revegetation are installed. The erosion protection could include retaining walls, shotcrete, riprap, or minibenches. Subsurface drainage such as french drains or horizontal drains must be incorporated in the road in order to prevent unnecessary saturation and erosion of the loose surficial soils on the slopes. 6.4 Foundations Shallow conventional spread footings may be used throughout the site if they are founded in the compact to very dense, native sand and gravel . In general , the site soils are suitable to support conventional slab on grade floors. Framed floors may also be used if a vapor barrier is placed over any areas of bare soil and adequate venting is included in the crawlspace. The native sand and gravel is suitable for use as structural fill . We recommend that the sand and gravel be moisture conditioned to within two percent of the optimum moisture content if it is to be used as structural fill . This type of material can typically be placed and compacted in wet weather conditions. 7. RECOMMENDATIONS FOR DESIGN APPROACH We recommend the design of the recharge system use an integrated approach which balances all of the parameters listed above and optimizes the density and configuration of the development. The balancing involves trade offs such as: • Building and pavement configuration density will produce more runoff for the storm system than vegetated open space. • Adequate runoff controls slow runoff and reduce the required pond storage capacity. Golder Associates January 11, 1988 13 873-1161 • Controlled pond discharge to the creek or the Cedar River reduces the required capacity of the storage ponds. • Using a smaller storm or shorter return interval in the design increases the risk of overwhelming the system and causing flooding. • The quality of the runoff water increases with longer detention times and pond size. • Frequent pond maintenance increases pond efficiency and reduces the required pond size. • Deeper ponds are more efficient at discharging the water to the aquifer, but they require the base of the pit to be filled to a greater elevation and they have a less appealing appearance at times of low water. 8. ADDITIONAL STUDIES Additional geotechnical and hydrogeological studies should be completed prior to beginning project final designs. We recommend the additional studies include: • Installation of additional wells to confirm aquifer dimensions. • A large scale 24 to 48 hour pump test_at another location of the site. • A survey of well elevations. • Continued monitoring of water levels in the creek and in the wells. • A detailed subsurface exploration of the bluff slopes and the locations of all the proposed structures. The exploration should be in the form of a series of backhoe excavated test pits and borings located along the top of the bluff, all along the alignment of the proposed road cut down the bluff, and at all the proposed pond and building locations. 9. USE OF THIS REPORT This report has been prepared exclusively for the use of Centron Corporation and their consultants for the specific application to this project. The exploration has been performed in general accordance with locally accepted geotechnical engineering practice to provide Golder Associates January 11, 1988 14 873-1161 , preliminary information for the area explored. We recommend additional geotechnical and hydrological studies be completed prior to beginning project final designs. Sincerely, GOLDER ASSOCIATES, INC. Craig C. LaVielle Senior Engineer 7 364(17L /1 Douglas J. Morell Associate DJM/CCL/111/846 Attachments cc: Mr. Bruce Dodds - Dodds Engineers, Inc. (Bellevue, Washington) Golder Associates t � FIGURES . Golder Associates .._ . . • _ _ --_ •--"Z"...::::::::::::-..- lg..: ........_,...:-:-.)::, --.. ---••• _.....:-.1.300._ ...... r II I - "Wz,..,.."*7.4r ...; -.41, ir.. ii -f I; I-I f, . : \-\'`,-..-21CP.----•-• . <--- ---.:,260---:•--290 ' \ -:i ., % ,,- -", = 1 .."','S.,t2Lr::::, . . ......' •......_—....)--...,-;..c- ..-- ...., --•-.., •---.. .: - . V'. 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',.. , .. :, \'''''\• \ \ ill. .1\X A fr"..40 i ti 1 14k4Iiit.:., .., \t •-, --. \ it'• i •• \ -- ' I !ii :: vz....,,,,, ..., !, •,-. ; liVaz' ., . .....::::_fi dk_ .:,-.• ii. - 1 •-:. . . c. cr i . • !s •=-,, .-, \ - \ vi. \ ‘... s.J• , 0 2000 4000 .\,. \ :: o .,,AA... •:, ....-tle, cl . ,. ..,,..,„.... j.,..,7,.,1 :.. SCALE IN FEET VICINITY MAP ,• •-•:.--„ •, -.. \ N._.. - \ i.4 N --..: , ' •-•-.• .' ;-, ".... \;kszz-------.,r,-,--, Qvr •••••••• • i, aP.,•-•,,, uvt ---- 280—_—— _ ....-..... ...., . ,‘„, • : ,..,.::•.- :•‘,.'. \...,..;;;z--•:1-i",--.1.s..-,..1....F., N•..N-.-•.•••.": N•.,.•"ii\n-t-'•i.Q..? v a -•'':--'"-•.,:‘,,,•,-„-,---.,- ; \ ,..."---•,•,.-......,.......,-"- .;..-"-'-":-:7/"-•."-•'''1.r.:..Q- v t „- \ •‘ , Ova .. 74 . f -.'..7•—:..-•.. __ .,.. .. :, • •• -----,--. • l . . . . • - .. . .,,..0, no\ c .1.3 ',.3 .1 i• ... • 320--- 0 0 , . fi . i ,:-......., „ s, - - ... -1. 1,-....-;.; , -, ......-- • :-..,..... • f‘ •-.1 i'•)r • ..-.. ...--- f 1 • : • ... 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Qa .........,-...:150...; i; ,.....-,---... ....:// IP., - ; *II, 7,--- - .•• ,.•/. , .-7 Oar' /: . . : • . ..1,- ,-- •-../ ---=--- ,--- ',' '94 e( ""-'-...-----' j/ ,-• ; f"../,' '•-e: ,-....1.1'°.7. t-•60.-: , ,,/..4------ ="7-7:--1—'.::• Z .. .:- \ ',----— SITE PLAN . : . „ . ;-;;•:',-.. . :..;:i 1 IA. LEGEND 4,BH-1 Borehole Number and "m• '"'" Property Boundary - N Approximate Location --- Geologic Contact ._.--- --,-- Unpaved Road Oa - Alluvium a Powertine Tower Qls - Landslide Deposit 47i Powerline Poles Schematic Cross-Section al Qvr - Recessional Outwash Qvt - Glacial Till ...----- Creek Ova Advance Outwash C:7) Pond Qpv - Older Glacial Drift 1 agf#3 Truck Scale and Scale Houses FIGURE • VICINITY MAP, o 400 800 SCALE IN FEET OUTCROP MAP AND SITE PLAN CENTRON poloJEcr No 873-1161 ono No 6399 or 1/8/88 ORAw.i S L APFKIOVE0 R U Golder Associates • • A, Qvr Qvt N. —�SI Qva Q Qva I SE . Qvl? t ie LEGEND Qa - Alluvium Qvr - Recessional Outwash Qvt - Glacial Till IE! Qva - Advance Outwash c Qvl - Lacustrine Deposits Qpv - Older Glacial Drift —?— Interpreted Geologic Contact V Water Table 4 Match Line FIGURE 2 SCHEMATIC CROSS-SECTIONS A-A , B-B' CENTRON Golder Associates APPENDIX . • Golder Associates Figure • . . RECORD OF BOREHOLE 1 Page t of 3 LOCATION: Sae Figure DATUM:MSL DATE:11/3/87 - 11/5/87 AMPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER SOIL PROFILE SAMPLES - _ Standard Penetration Test • co I.: A "N" Blows per foot < CC 10 20 30 40 ELEVN . m w a� _ ` ' PIEZOMETER DEPTH DESCRIPTION U 2 } 3 INSTALLATION tu m I- O Water Content, percent U z as c I Steel Monument a) Wp Wn WL Casing 273 0 I 0 ' Compact, brown, gravelly, fine SP 'f ' to medium SAND, trace silt - - Cement if. 270.5 - - • 2.5 Very dense, brown, fine SAND, SP - - little to some silt, trace SM 8 268.0 - gravel 1 18 - \ \ 38 - 5 - - \ \ 5.0 Dense, brown, fine to medium SP 2 1 � \ SAND, trace silt with occasion- SM 10 - II al iron staining and thin 33 _layers (1/4-1/8") of very 18 • dense, brown, silty, fine SAND, 3 I 35 ..- - A trace to little clay (SM) 41 - becoming very dense at 7.0 ft. 14 - 10 -4 34 _ A 34 34 5 I 50 - A - - c._, �\ 21 - 15 - - a.TT 50 _ _, A ' mt \� 7 A \28 - - N \\ 50 - • 5" -20- Bentonite Slurry 23 - _ 8 50 5" - - • ____ -25- little to some gravel, - - coarser SAND _ \ �\ 50_ _ -30- . 10 6" - - . A \ I . REMARKS: Groundwater encountered at a depth of 48.5 feet. Standard Penetration Test Water level in piezometer at a depth of 52.4 feet on 11-11-87. VERTICAL SCALE: p Golder Associates CENTRON I IN. TO S FT. (�0 JOB/873-118t RECORD OF BOREHOLE 1 Figure Page 2 of 3 LOCATION: See Figure DATUM:MSL DATE: 11/3/87-11/5/87 IPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER SOIL PROFILE SAMPLES Standard Penetration Test • - A 'N' Blows per foot CO I- < CC 'El IL 10 20 30 40 ELEVN LIJ 02 W n = I ' I ' PIEZOMETER DESCRIPTION Ur i 1... Water Content. percent INSTALLATION DEPTH a) > 1... 0 W 0 Z m . o I • • I COWp Wn WL 237.5 35 I 35.5 Very dense, brown. fine to SP - - I � w medium SAND, trace silt, trace - Ben ton itc Slurry gravel 29 11 50 - - A 6• - 232.5 - 40- I0.5 Very dense, brown-grey,fine to SP - - medium to coarse SAND, trace silt, little to some gravel - - 12 l 60 A 227.5 -45 — I5.5 Very dense, brown-grey, fine to SP - - Imedium SAND, trace silt _ 13 I 30 50 - - 1 5,, 322.7 - 50- - i0.3 Very dense, grey-brown, gravelly, SP _ _ fine to medium to coarse SAND, _ trace silt - - 11-11-87 7 14 I 40 _ 1 A52.4 —55— _ _ 15 I 29 50 - - A 4" - '12.5 _ -60 i0.5 Very dense, grey-brown, medium SP - - - Silica Sand ►...d to coarse SAND and fine gravel, - _ _ ..-::f. trace silt 11 16 I 50 - A 6. - -65- 17 I 4 ` - Slotted Zone ---+,--. 50 3• A I _ REMARKS: E Standard Penetration Test VERTICAL SCALE: CENTRON 1 IN. TO 5 FT. � Golder�� JOB• 673-1161 Figure . RECORD OF BOREHOLE 1 page 3 of 3 ATION•. See Figure DATUM: MSL DATE:11/3/87-11/5/87 ,PLER HAMMER WEIGHT: 140 LB.,DROP 30 IN_ BORING METHOD: OW STHO AUGER SOIL PROFILE SAMPLES Standard Penetration Test - A 'N' Blows per foot m F- cal e: co `L 10 20 20 40 w PIEZOMETER ELEVN J = INSTALLATION DESCRIPTION o 2 >- 3 a Water Content, percent DEPTH O co � H W o Z m • c I - N Wp Wn WL 70 f - _ 202.0 - . Slotted Zon a ' '=`� 71.0 Very dense, grey-brown, fine GP ^ '� GRAVEL, little to some coarse to 17 - medium sand, trace silt 18 50 - - —'-'�;.• _:': • 5" - Silica Sand ' ; -75 -• =:: 12 Cuttings rr: � If. 19 17 - - ' l 194.0 - �' ,,0 79.0 Bottom of hole at 79.0' 6" -8 0- • • -85- _. • i -90- - 95- -10 0- REMARKS: 1 Standard Penetration Test VERTICAL SCALE: CENTRON n Golder Associates 1 IN. TO 5 FT. �a JOBS 873-1161 •g. Figure ' RECORD OF BOREHOLE 2 Page 1 of 1 LOCATION: See Figure DATUM:MSL DATE: 10/29/87 'PLEB HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD:. HOLLOW STEM AUGER — SOIL PROFILE SAMPLES Standard Penetration Test 'N' Blows per foot °D CC ro U. 10 20 30 40 ?LEVN W w n = I ' I ' PIEZOMETER DESCRIPTION 0 m a i INSTALLATION DEPTH co o H 0 w Water Content. percent J 0 03 Z coVvp 1Nn w1 Steel Monument m Casing ?29.5 ( �7 ' 1 Compact, brown, medium to coarse Sp I Cement• .f '' SAND and gravel, trace silt - - ! Bentonite Slurry dense - 35 - 18 1 23 '• k 4 _ _ _____ 11-11-87 3.4 compact 14 5 —27" 12 _ _ • 12 \ ca. _\ l 24 •3 I 15 .A. 73 20.0 13 _ _ • _• � 5 tfense,Trown;�ine� medium -" �� 1�4—UtiG._tracs`silt_ SP 13 - 10 - ).5 Dense, brown, gravelly, coarse SP 4 15 - - ���, �+ SAND with interlayers of dense, GP 32 • - - brown, fine to medium SAND, 10 ::f....:.:1::... trace silt and dense, brown, 13 - *'Silica Sand sandy GRAVEL 21 -� 12 15 - '� 39 .'a 17 - s� _ _ 13 - - . •.±L 18 k. ' -20- Slotted Zone .-;- _ - - 1. 18 - )6.0 8 20 - - - 1.5 Very dense, brown, fine to SP _ _ X. ==• medium SAND, trace silt 3' -25- _ - 12 - Cavings.` ^j 0.5 , 4. I SO - _ , - ��;( �. '.0 Bottom of hole at 29.0' 5' -30- REMARKS: Groundwater encountered at T depth of 4.5 feet. C Standard Penetration Test Water level in piezometer at a depth of 3.4 feet on 11-11-87. . VERTICAL SCALE: CENTRON 1 IN. TO 5 FT. �0 Golder J08I873-1181 Figure RECORD OF BOREHOLE 3 Pape t of 3 ' LOCATION: See Figure DATUM:AASL GATE: 10/29/87-11/3/87 IPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER SOIL PROFILE SAMPLES Standard Penetration Test 'N' Blows per foot co I- y cc co 10 20 30 40 ELEVN _i W w _ 1 ' PIEZOMETER DESCRIPTION v m a 3 F- INSTALLATION DEPTH co j p is Water Content, percent 0 z m I • I Steel Monument 4' Wp Wn •WL Casing 300.0 0 {{ 0 Dense, brown, gravelly, fine to SP I ,:'; medium SAND, trace silt to a dense - Cement brown, medium to coarse SAND, - trace gravel 45 1 1 19 _ 10 - 5 - iri • 17 - 21 _ _ L 17 - - - 21 14 1 - • 16 _ - 17 - _ 17 - �I 217 - TT12 - 15 - 18 _ - �• 3 15 - - � � 10 _ N 7 16 - 18 - -20- .•ti • 22 8 22 - IL 28 - - • -25- very dense _ _ Benetonite Slurry - 18 - • 40 9 I 32 _ A _ �^ 30- 30.5 Dense, brown, fine to medium SP - \ SAND, trace silt �. - 10 1 16 ^ r ' Al TL • REMARKS: Goundwater encountered at depths of 51, 56, and 76 feet. m Standard Penetration Test Water level in piezometer at a depth of 73.3 feet on 11-11-87. VERTICAL SCALE: �� Golder Associates CENTRON I IN. TO 5 FT. J06,873-1181 • �I_ • RECORD OF BOREHOLE 3 Figure Page 2 of 3 • ATION: See Figure DATUM:MSL DATE:10/29/87-11/3/87 jPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER SOIL PROFILE SAMPLES ---.. Standard Penetration Test f- A 'N' Blows per foot 43 CD Cr m °' 10 20 30 40 ELEVN -J m W m i t ' . PIEZOMETER DESCRIPTION O 7 r 3 INSTALLATION o. Watir Content. percent DEPTH u) m f- O " G I • I U Z, m m Wp Wn WL 35 ` very dense - - . I 2411 24 - - . 260.5 32 - - 39.5 Alternating layers of compact, ML - 40 • ••�. brown, silty, clayey, fine SAND SM - - \\ and compact, blue-grey, clayey • SILT - f'... 4 12 5 - - ,�•' Bentonite Slurry— 5 - - - I54.5 • -45 - ..~• 5.5 Alternating layers of very dense, SP - •- brown, silty fine SAND, trace SM clay and very dense, brown, fine - -to medium SAND, trace silt -13 50 _ .A 6" - 50- - 24 \\\ 14 I 50 - - J - r 6" - - -55- 15 50 _ _ A. 5" :37.5 - - 2.5 Very dense, grey, silty, fine SM 50 - - SAND,trace to little clay with 16 4" A _ occasional gravel (Till) - —65— - • 17 30 /' - .► i - Silica Sand---- eit REMARKS: C Standard Penetration Test VERTICAL SCALE: CENTRON Figure , • ' -RECORD OF BOREHOLE 3 page 3 of 3 inCATION: See Figure DATUM: MSL DATE: 10/29/87-11/3/87 MPLER HAMMER WEIGHT: 140 LB.,DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER • SOIL PROFILE SAMPLES Standard Penetration Test • 'N' Blows per foot N CC 40 U. 10 20 30 40 ELEVN _ tu al m = ' ` ` PIEZOMETER DESCRIPTION o a p, F- INSTALLATION DEPTH j a •Watir Content. percent O z• Jm" n I • I j Wp Wn WL • 70 . I II _ =i. 18 4" 11-11-87 �� • 224 75 73.3 '--1 .0 ..� :.' 76.0 Very dense, brown, silty, fine - _:-:•'° to medium SAND (SP) and very - - •::=:I♦ dense, brown-grey sandy SILT, I ' 50 _ - trace clay (ML) 19 6„ �_- 220.0 _ :i 80.0 Very dense, grey, fine to -80- medium SAND (SP) - - '111. Silica Sand----:•=• =; - 1!:=. 32 :. :.:J 20 �:', 81- I Very dense, brown, silty, fine 50 4 ;�;: SAND, trace clay (SM) �"� 5" - a `�'--i_• =85 .: • - -: 30 .209.0 - —90— • - Slotted Zone :`- =• 91.0 Very dense, grey, silty fine SAND (SM) - - 22 42 -30 - 1 ..., • 5» : -::: 204.5 - 95- '_:: - 95.5 Very dense, grey, clayey SILT, - - trace fine sand (ML) with - occasional laminae of grey fine 30 SAND (SP) 23 I 23 - - 201.0 47 '�' • 99.0 Bottom of hole at 99.0' -100- • • - - AMY REMARKS: m Standard Penetration Test VERTICAL SCALE: CENTRON in Associates Goidsr 1 IN. TO 5 FT. gin JOB* 573-1161 • RECORD OF BOREHOLE 4 Figure Page 1 of 1 • 'iOCATICN: See Figure DATUM:MSL DATE: 10/28/87 ' AMPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. . BORING METHOD: HOLLOW STEM AUGER SOIL PROFILE SAMPLES Standard Penetration Test A 'N' Blows per foot co 03 Q m W 10 20 30 40 ELEVN - m W v� _ ' ' ' ' PIEZOMETER DEPTH DESCRIPTION v 2 } a ' Water Content. percent INSTALLATION - O J � F W 0 Z con I • { Steel Monument m Wp Wn WL . Casing 231.0_ �r-• �3C 0' 0 Loose, brown, fine to medium SAND, SP - 0 Cement 1.'. � ' -'-—trace silt and trace gravel %; ,,..4 1.0 SP 4 Compact, brown, fine SAND, - trace silt 1 5 _ _ A • • 10 - _ Bentonite Slurry 1 � `3 - 5 - 11-11-87 = 3 - - b' 5.0 7 dense 9 a 3 13 - - '•- • _. 17 _ _ - %TT10 �� 15 - - I � c� 19 N very dense 15 5 •I 20 - - •• 32 _ _ A >l r". dense 5 - 15 - - �•� cc • 13 - - 21 ,K' . Very dense, tan, clayey SILT ML 13 •••~ ` .. .' 212.5 \ } 7 15 - - .. . : 18.5 Dense, brown, fine to medium 'SP 50- - . SAND, trace silt 5" -20- • Slotted Zone 15 - - 25 - - A 8 50 _ _ 5" 205_5 _ -25- Silica Sand--+*- 25.5 Blue-grey, silty.CLAY, little CH - - fine sand 203.5 - - .- . . 27.5 Bottom of hole at 27.5' — _ -30- REMARKS: Groundwater encountered at a depth of 6.0 feet. . E Standard Penetration Test Water level in piezometer at a depth of 5.0 feet on 11-11-87. VERTICAL SCALE: /74 , f Associates CENTRON 1 1',N. TO 5 FT. aJOBI873-1181 • RECORD OF BOREHOLE 5 Figure ' Page 1 of 3 • LOCATION: See Figure DATUM:MSL DATE:11/5/87-11/6/87 AMPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER SOIL PROFILE SAMPLES Standard Penetration Test c A 'N' Blows per foot a) cc m U- 10 20 30 40 ELEVN m w m _ ` ` ' PIEZOMETER DEPTH DESCRIPTION o a. a. Water Content. percent INSTALLATION o z m c I • Wp Wn WL 231.0 0 0 Compact, brown, fine SAND, SP • trace silt - • - 5 - dense - - 10 - very dense - 15 - - -20- -• 20 1 I 25 - 36 _ _ 205.5 -25- • 25.5 Alternating layers of very dense Sp - - grey, silty fine SAND, trace SM - _ clay, trace gravel, very dense, 21 - blue-grey, silty fine SAND, 2 34 • little clay and very dense, 46 - - brown, fine SAND, trace silt -30- 32 3 50• 6" - - REMARKS: Standar-a Penetration Test VERTICAL SCALE: CENTRON 1 I N. TO 5 F T. � Golder Associates JOB#8 7 3-1161 Figure RECORD OF BOREHOLE 5 Page 2 of 3 LOCATION: See Figure DATUM:MSL DATE:11/5/87-11/6/87 1MPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER SOIL PROFILE SAMPLES • Standard Penetration Teat A 'N' Blows per foot 0 m 10 20 30 40 ELEVN m ao = I ' ' PIEZOMETER DEPTH DESCRIPTION U } a. Water Content, percent INSTALLATION H 0 W z coo I •cn i Wp Wn WL 195.5 35 N.35.5 Very dense, dark grey-brown, SP - fine to medium SAND, trace silt with occasional laminae - -of iron stained fine SAND 4 I 50 - - 40- 5 50 - A. 6" _ _ -45 , 30 _ 6 50 A 4• - " - 50- - - 178.5 _ - - 52.5 Alternating layers of very dense SP 7 50 - grey, silty,fine SAND, trace to SM 2" . little clay, very dense, brown, silty, fine SAND, and very -5 5- dense, brown, fine SAND, trace silt - - 20 25 _ .,. 40 - - -60 - 21 9 I 31 • ♦► 41 - -65- 10 10 25 A. 45 - L REMARKS: C Standard Penetration Test VERTICAL SCALE: gn Golder AssociatesCENTRON 1 IN. TO 5 FT. JOB•873-1161 Figure RECORD OF BOREHOLE 5 Page 3 of 3 LOCATION: See Figure DATUM: MSL DATE:11/5/87-11/6/87 AMPLER HAMMER WEIGHT: 140 LB.,DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER SOIL PROFILE SAMPLES Standard Penetration Test • c A 'N' Blows per foot m cc (83 10 20 30 40 ELEVN CO w ao = ' PIEZOMETER DESCRIPTION v >: } 3 f- INSTALLATION DEPTH co z p tau- 0 Watir Content. percent z m o I • Wp Wn WL 70 25 11 I 50 A • 4" _ 155.5 _ - 75- 75.5 Very dense, grey, fine SAND SM _ _ and SILT, trace clay 17 12 50 - - 6" - - -80- 20 _ 13 l 50 5. - - -85- - 14 I 30 - - A 140.5 —90- 90.b Very dense, grey SILT, little SM - - sand, little clay (ML) ' 30 - - - 137.5 15 I 50 _ _ 6" 93.5 Bottom of hole at 93.5' _ _ • - 95- -10 0- REMARKS: EL Standard Penetration Test VERTICAL SCALE: CENTRON GoidefAssociates 1 IN. TO 5 FT. JO8# 873-1161 • Figure • RECORD OF BOREHOLE 6 Page 1 of I LOCATION: See Figure DATUM:MS1. DATE: 11/6/87 OAPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: HOLLOW L_ STEM AUGER SOIL PROFILE SAMPLES i Standard Penetration Test • a A •N' Blows per foot °D x m U. 10 20 30 40 w ul t ' ' ' PIEZOMETER ELEVN DESCRIPTION U M a 3 H INSTALLATION DEPTH F O a Water Content, percent -.1diZ m n I • I Steel Monument cn m Wp Wn WL Casing 231.0 �y 0 Compact, brown, fine SAND, SP 0 + �', Cement f"+ •1 - trace silt - - , , a - - Bentcnite Slurry °. IL., .`. • Silica Sand `�' =. - 5 - 11-11-87 `, `„ 5.0 - dense - _ 10 s!- - - - Slotted Zone ', very dense - _ _ - _ - it 15 - '�-, - ? • 1111:..:- • - - .-�. -20- — _ :- _- • . - - .� el. 1:, 206.0 • 25 25.0 Bottom of hole at 25.0' • • -30- - , REMARKS: Water level in piezometer at a depth of 5.0 feet on 11-11-87. Z Standard Penetration Test VERTICAL SCALE CENTRON 1 IN. TO 5 FT. � Golder @S JOB#873-1161 • US Standard Sieve Sizes 3" 2" "3/4" 3/8" 4 10 20 40 60 100 200 P. 100* I t + n I -'1 I i mow` 1I J y 90 �, I I I t i , 1 1 1 -1 a I 1 1 —~I I I I I 0, 0 8 0 j i = 1 t s I I -1 _4 t I — 7 A 70aC I I I �1 I 1_ I I I I II ,. rn 60 I 1 } ti -I t . I I IV ,� I I I I I I m '` 5 0 I I i I _ I i I l ✓ +n h I I I r' I. i I 1 I 1 � v ' I I -I , t 1 _ ~'-T O D 40 ) i { - -I I. _ I Z 1 I I I I , I .• t' - 1—fit I t t t CD c u30 i 1 i ' ' - r ' I I Mco a`) ' { I -I i t I c n- I 1 1 1 L 1 1 I 1,CD ' '� I I I I I I I I •• 1 T coI I I I c I 1 • I I I --i 0 . a, 0 100 10 1.0 0.1 0.01 0.001 o Z . Grain Size in millimeters • Cobbles Gravel Sand Fines Coarse 1 Fine Coarse! Medium I Fine Silt or Clay C Boring No. Elev. or Depth Wn WL Wp Ip Description or Classification 0 M B11-4 18 22.5' - 24.0' • Brown. fine SAND, little coarse gravel, little silt (SP-SM) D BH-2 115 12.5' - 14.0' Brown, fine to coarse SAND and fine gravel, trace silt (SP) BH-4 d2 5.0' - 6.5' ■ Brown, fine SAND, little silt (SP-SM) • BII-2 yg 27.5' - 29.0' ♦ Brown, fine SAND, little silt, trace gravel (SP-SM) Oi • N • Pump on 0.1 ❑❑ -H A cicbciaancre_l, -0.1 -- -0,3 -7 -0,5 ^ ❑ y• • a) a) - -0.7 .-- co c ° o -0,9 - v _ 3 as -1,1 0 -1.3 - ❑ -1.5 - Pump off -1.7 - . 0 • ° ❑ • ° ° ° O ❑ ❑ -1.9 1 1 1 1 1 1 r 1 1 1 1 1 1 I 1 0.3 0.5 0.7 0.9 1.1 1.3 1.5 • 1.7 1.9 Log t (seconds) FIGURE BAIL TEST: BH-2 Drawdown (10, gpm) / Recovery CENTRON PROJECT No 873-1161-000 owc No. 8205 DAlE 1/11/88 DRAWN PT APPROVED RU Golder Associates 0 _0 1 _� Pump on (7.6 gpm) -0.2 — 0 -0.3 — 0 a) -0.4 — O N -0.5 — 0 0 co -0.6 — Cl 0 El 0 -0.7 — ❑❑mummmuIIII jin,�ltllulu ❑ CI ❑ ❑❑.... -0.8 — ❑DE 41a -0.9 — +�!!! Note: BH-4 is 10 feet south of BH-6 Pump off -1 1 I I I I I I I 1 I I I I I I -0.8 -0.4 0 0.4 0.8 1.2 1.6 2 2.4 Log t (minutes) FIGURE PUMP TEST: OBSERVATION WELL, BH-4 Drawdown / Recovery CENTRON , PAWED!NQ 873-1161-000 DWG NO 8206 DAIS 1/11/88 DRAWN PT APPROVED RU Golder Associates 0 Toulon !! II - Pump on -0.5 — _ i a -1 _ A El i -1.5 — ❑ -2 .- ❑ -2.5 -- • O -3 — ❑ ~❑❑ >t�r1 Il:�l�.��l1 J!III!II II I1 I • • • •• 3.5 . Pump off -4 1 r 1 i 1 1 1 i 1 1 i 1 i 1 1 -0.8 -0.4 0 0.4 0.8 1.2 1.6 2 2.4 2.8 Log t (minutes) FIGURE PUMP TEST: PUMPED WELL, BH-6 Drawdown (7.6 gpm) / Recovery CENTRON PRDJECI NO 873-1161-000 DWG NO 8207 DAIS 1/11/88 DRAWN PT APPROVED RU Golder Associates . I:.....: R STO R KinDRAINAGE :CAL ULATIO S <::. ~>> MAN OFACTEIREDIAll0 DU.LAR OUR JOB NO. 5149 OCTOBER 12, 1994 . • REVISED NOVEMBER 4, 1994 (TMN) �P PwasyGAO. !c� .. k� i � ' o 41S. 23975 GI3TE`a�` r;\ s • Prepared By: I EXPIRES 6'7 '9 .1 BARGHAUSEN CONSULTING ENGINEERS, INC. 1 821 5 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (206) 251 -6222 4c'Hq�'S i-4;1:411k= CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES TABLE OF CONTENTS 1. TECHNICAL INFORMATION REPORT WORKSHEET AND PROJECT NARRATIVE 2. DESCRIPTION OF EXISTING AND PROPOSED ON-SITE DRAINAGE FEATURES 3. ANALYSIS OF CORE REQUIREMENT NOS. 1 THROUGH 5 FROM KING COUNTY SURFACE WATER MANUAL 4. ANALYSIS OF SPECIAL REQUIREMENTS FROM KING COUNTY SURFACE WATER MANUAL 5. PRELIMINARY RETENTION AND WET POND SIZING CALCULATIONS Page 1 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 1 PROJECT OWNER AND • PART 2 PROJECT LOCATION PROJECT ENGINEER • AND DESCRIPTION . Project Owner A. "5 eff q% 7 /iv c_ _ Project Name CCdar C Address Po• Svc d80fi0 Tu.Fc,,,f Location Phone 575. -z000 Township 23 - Project Engineer > /�6r'-" Range Company Lisuscr - !% Section /6 Project Size /33 'tom• AC Address Phone /8Z/S 7 Z 31• 4''r• J Awe, Upstream Drainage Basin Size /4 at-- AC Z57-G 2zz. PART 3 TYPE OF PERMIT APPUCATION PART 4 OTHER PERMITS . • -y Subdivision 0 DOF/G HPA n Shoreline Management El Short Subdivision I I COE 404 EJ Rockery U' Grading El DOE Dam Safety n Structural Vaults El Commercial 0 FEMA Floodplain l= Other I I Other I I COE Wetlands El HPA PART 5 SITE COMMUNITY AND DRAINAGE BASIN . Community Drainage Basin (ed:2i ✓eu- PART 6 SITE CHARACTERISTICS • f l River a Floodplain El Stream Q Wetlands . E Critical Stream Reach Cl Seeps/Springs El Depressions/Swales Q High Groundwater Table El Lake Q Groundwater Recharge El Steep Slopes - El Cither El Lakeside/Erosion Hazard • PART7,SOILS £'Soil Tyw Slopes Erosion Potential ' • Erosive Velocities /0 4) /U w El Additional Sheets Attatched �/90 . Page 2 of 2 - King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET, • PART 8 DEVELOPMENT LIMITATIONS • I - . - ` . . • • REFERENCE LIMITATION/SITE CONSTRAINT . n Ch.4-Downstream Analysis a . a - 1 o 0 h Additional Sheets Attatched PART9 ESC REQUIREMENTS • ' MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION FOLLOWING CONSTRUCTION P Sedimentation Facilities Stabilize Exposed Surface Stabilized Construction Entrance ' j, ::} Remove and Restore Temporary ESC Facilities 04 Perimeter Runoff Control f-3' Clean and Remove All Silt and Debris 0 Clearing and Grading Restrictions Ensure Operation of Permanent Facilities 0 Cover Practices • El Flag Limits of NGPES Construction Sequence 0 Other IN Other PART 10 SURFACE WATER SYSTEM - El Grass Lined Channel U Tank - Infiltration Method o Analysis kl Pipe System El Vault El Depression 5 O Open Channel El Energy Dissapator E Flow Dispersal Compensation/Mitigation El Dry Pond El Wetland El Waiver of Eliminated Site Storage ..LEI Wet Pond E Stream CI Regional Detention - Brief Description of System Operation • S%r� wa y Z4:.r�s� %.f A- /4a7fdt, P,..15 . GJ sev ` ci /l i1 ,S 1 7 oil-6 . Facility Related Site Limitations Il Additional Sheets Attatched Reference Facility Limitation PART 11 STRUCTURAL ANALYSIS PART 12 EASEMENTS/TRACTS (May require special structural review) . (—I Drainage Easement It] Cast in Place Vault El Other I—I Access Easement I] Retaining Wall n Native Growth Protection Easement 0 Rockery>4'High I-1 Tract 1 Structural on Steep Slope El Other • PART 14 SIGNATURE OF PROFESSIONAL ENGINEER I'or a civil engineer under my supervision have visited the site.Actual Site conditions as observed were incorporated into this worksheet and the attatchments. To the best of my knowledge the information provided here is accurate. Syn.dva• 1/90 1. TECHNICAL INFORMATION REPORT WORKSHEET AND PROJECT NARRATIVE The proposed project is located on a 133-acre site in east Renton. While approximately 96 of the acres will be developed as a 400 site manufactured/modular home community, approximately 30 acres will remain native, and 7 acres located at the southwest corner of the site will be developed in the future as 20 single family homes in conjunction with the adjacent property to the west. Vehicular access will be via N.E. 3rd Street which runs along the northern boundary of the property. The site is a gravel pit which has been mined of most of the useful coarse gravel materials. The underlying foundation material is primarily sand which allows for good infiltration of surface water. Stormwater from the proposed paved surfaces and roofs will be controlled through the use of a series of retention/infiltration ponds. Stormwater will pass through three-cell wet ponds for water quality enhancement prior to discharge into the retention/infiltration ponds. Page1 5149.0 d 02[HPG/kr/s c] • 2. DESCRIPTION OF EXISTING AND PROPOSED ON-SITE DRAINAGE FEATURES There is a small upstream basin to the northeast of the proposed project site of approximately 17 acres. The stormwater from this site infiltrates into the ground. A majority of the stormwater from the project site also infiltrates into the ground. The remainder is conveyed, via manmade channels which were created during the previous gravel mining operation, to a water control structure. This structure is located approximately 500 feet south of the northwest corner of the site. Water from this structure flows through a 12-inch buried pipe to an open basin just outside the extreme northwest corner of the site. The water from this basin overflows into a 48-inch diameter corrugated metal pipe at roughly a 5 percent slope for a distance of approximately 113 feet. From that point, it discharges into a drainage channel traveling in a westerly direction. This drainage channel is extremely well defined, heavily vegetated, and the water travels approximately 300 feet where it discharges into an open pond approximately 100 feet by 50 feet. This pond is approximately 3 to 5 feet deep and is located along the south margin of N.E. 3rd Street, and east of Blaine Avenue N.E, near the entrance into the Mount Olivet Cemetery. From this pond, the water enters into a pipe system that runs along the southern margin of N.E. 3rd Street, and then travels westerly approximately 1,200 feet eventually discharging into a system near I-405. Along this course there are no noticeable erosion or flooding problems. The methodology in handling the developed stormwater from the pavement areas, as well as the roofs and yards, will utilize combination of wet ponds and retention/infiltration ponds. There are three facilities which are conceptually shown in the attached drainage map located within this drainage report. All of the surface water will be routed through a wet pond facility and then discharged directly into a retention/infiltration pond. Detailed subsurface soils investigation has been conducted, and the g information has been incorporated in the design of the retention/infiltration ponds (see Geoengineers ti report, dated October 24, 1994). All of the pond facilities are designed in accordance with the King Page 2 ) 5149.002 [HPG/kr/sdc] County Surface Water Design Manual. The infiltration ponds are sized to accommodate a 100-year storm event; in addition, an emergency overflow spillway is provided. One hundred percent(100%) of the stormwater is discharged via the infiltration ponds, and consequently, no storm related discharge is anticipated off site. The soils subsurface analysis shows that this water migrates to the west in the direction of the downstream system described above. If an emergency overflow ever occurs from the proposed system, the direction of the flow will also be to the west. Page 3 5149.002 [HPG/kr/sdc] • 3. ANALYSIS OF CORE REQUIREMENT NOS. 1 THROUGH 5 FROM KING COUNTY SURFACE WATER MANUAL The following core requirements required by the King County Storm Water Manual will be met by the design of this system. These include the following: 1. Discharge at Natural Location. This project will discharge at its natural location via subsurface soils. The water quality enhancement/disposal facility utilizes biofiltration wet ponds and disposal by infiltration. This system will be designed by qualified hydrological and civil engineers. The system as designed will closely replicate the existing predevelopment conditions. 2. Off-Site Analysis. As stated in the project y narrative, the downstream system from this project has been analyzed. In the event of any malfunction of the disposal facility, emergency overflow spillways will be designed in conformance with the King County manual and will discharge at the natural location. 3. Runoff Control. The retention/infiltration ponds and wet ponds sized for this project are in conformance with King County's manual. The preliminary calculations are enclosed within this report. 4. Conveyance System. All the conveyance systems to be constructed within this project will be designed in conformance with the King County Storm Manual. These will be designed to the 25-year storm event. A backwater pipe sizing analysis will be done as part of the final design for construction permits. li Page 4 5149.002 [HPG/kr/sdc] • 5. Erosion/Sedimentation Control Plan. A detailed erosion and sedimentation control plan is being submitted as part of the grading permit application. • II Page 5 5149.002 [HPG/kr/sdc] 4. ANALYSIS OF SPECIAL REQUIREMENTS The final design of this project will be in detailed compliance with all of the special requirements. The special requirements which might apply to this project include the following: • Special Requirement No. 2, Compliance with Existing Master Drainage Plan • Special Requirement No. 5, Special Water Quality Controls • Special Requirement No. 12, Soils Analysis and Report The above-mentioned special requirements will be further analyzed, if necessary, during the final design for construction permits. Analysis of these items has already been commenced for use in the { f preliminary design of the drainage facilities. Page 6 5149.002 [HPG/kr/sdc] • • 5. PRELIMINARY RETENTION AND WET POND SIZING CALCULATIONS The enclosed are calculations used for the sizing of the retention/infiltration ponds and wet pond facilities for this project. The biofiltration wet ponds proposed for this project will be used in lieu of biofiltration swales to provide better water quality control. The calculations showing the methodology, sizing and exact volume required for each of the ponds are enclosed within this report. Page 7 5149.002 [HPG/kr/sdc] • Storm Detention Calculations Segale Mobile Home Park BCE Job#5149 T. Nelson 10-4-94 NORTH BASIN (Pond 1) Total Basin Area = 51.25 ac. =205 DU/51.25 ac. =4.0 DU/ac. =42% impervious area Impervious Area=21.53 ac Pervious Area =29.72 ac. Existing Conditions: 51.25 ac. CN 68 SOUTH BASIN (Pond 3A and 3B w/overflow to Pond 2) Total Basin Area = 45.0 ac. Mobile Home Area =208 DU/38 ac. =5.5 DU/ac. = 50% impervious area Impervious Area = 19.0 ac. Pervious Area = 19.0 ac. Future Development Area = 7.0.ac. 4.5 DU/ac. =•46% impervious area Impervious Area = 3.22 ac. Pervious Area = 3.78 ac. TOTALS Ex conditions: 45.0 ac© CN 68 Proposed conditions: 22.22 ac. CN 98 22.78 ac. CN 68 POND DATA Infiltration Rafe'= 4 in/hr=0.00009259 ft/sec Pond Bottom Areas (sf) Discharge rate (ft/sec) 1 28,700 2.66 • 2B 3,250 0.30 3A+ 3B 12,826 1.19 WET POND DATA Pond Impervious Area (sf) Wet Pond Area Req'd (sf) (1.0% of Impervious Area) 1 952,657 9,527 3 967,903 9,679 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL • FIGURE 3.5.1C 2-YEAR 24-HOUR ISOPLUVIALS kitialiA*, tall4.:.: r . " ..101 '• 0' -;i7- ,• - . • -''. '7-7 •' - zo • ui..71 ', - ,- -,--alik'- • 's likAl i IkV 4 1 - Iffr )., 'k - f EIS .�'� A � _f�. ' •-w�a. . Iv ; ' s, * .64:1* ri-66•7- p.... 1 --1 ithz. kliivcir - ..- itig wim • ) 4 %. • 2QpAIII;ww.t._, ,,.. joftitif , ni 9. 4JriiItøp/J.I /1 P ...10 if co . - ...... liordwiTcotikie* -1Pekillt -- -41arriiiile ' 1 ‘i - `."-„ ...N.t,‘ thitiv , .:115 t 0 ,____,Ab IM,0.19.fr ,/ • / 1 -1 ,:- IL r•dia 0.001111MIIIIIMPfa - -41114.41Q• 1,� --eliiik\ kiN ��� � .����� ��. 'Vitt ,�- I , � irk • ._04 .--- ____.- Iiiikiv, 1 ( /-',4 vxk -gt,41.4,_ - if, =_, . - ,,:fli. • ,--1 . - spa At. k ---:---Aii..,t--imAx Impiii-40- \,...... i - - Rail )?ii\-0).‘ • _vt, Wtb* .. ' :N. \o.,x0- N% 1 . ,ij . - '-.• Ifilita0Att. -orf ,.114-‘2-‘-' 44 . -...-. 1! , Br:" i.or g .res.1‘. . N...Nk. i. ,- , i II IrilViyia L._ ,V*1171/1 • -. 4176.4102.11S1 (tik., i /•144mopii . - , i' atiift - "..„, 1 .' %-.;. 17,E 1_ '('' f-• 1 - . 14\V‘,v, a 4ig --;: • — ,riil-i 0.,.• .-i NkMMal I' a r'! A - L -I i • 7- ; Frittmell'IME15..7. -- iprem,m \- ii= _..... i apAiiiiipl iliyAksailliip 7ai r rt - , 0 j - 'V ' J-- ... • c—.,,a,t11914111 1 ii .tti -' :\ 4_,Ak Ammar& - IrkwregEllf_ j I . If_ _ v. cv ------ --rf: nipme;$1 Arm) - 1`.%1 , - \ 3.1(pply, (V \`-- "---- g oh 04,..---i—.Amudielhs i - I . . . PA), . , r- latZ:- al. .1.111411g'' -FrdattiVeiti: ,---, FEES ; ,,i err- - ' tole 1 u, r..4 ,/ t.. ems" \... /r. .. t - ', 2-YEAR 24-HOUR PRECIPITATION �. � ,�� � � 3.4'''' ISOPLUVIALS OF 2-YEAR 24-HOUR • �' • ��iari��'li ve (`..'t F .�► Apilr 41p. 3.. TOTAL PRECIPITATION IN INCHES • (.ry� 'r _ _ `, 0 1 2 3 4 5 6 7 8 Mlles M rye . -_ 3.5.1 8 s 1:300.000 ' `'` 1/90 • KING COUNTY. WASHINGTON. SURFACE WATER 'DESIGN MANUAL ' - :-I FIGURE 3.5.IE 10-YEAR 24-HOUR ISOPLUVIALS • - *,.‘ VITIIIIIk0"4 iii * l '-- S - . V-— 22 '.*1 Orabidr4140,41 ailltrw"*.p.--rAilpity- i . A. .23,____ ( moilly- - I " 1 kilt • 24 -w�-_�„i4M4 MA I. f L. \ 4 26 I�g�w���� 4 �>��l 2.8 _ w., g`,r kipij .:401 04 -/- n \ \ ik'-‘ 111,1,1 z.t\ - ,d1 ., , ritillittb* : .. 4.111111Frilkliattalf. " Z=-1. - 3.0 \ N% ;-`s• .. Ltipri -(1141111W--0: 1 'i:•�191 a - irVit '�V /r, a*lal"t.gi11 * • - . ai .k l li i � 'F0�. e - � �r , bi 1 Vini0.101141 • . milDIATI allf ir4P441°' ; .416%t• .- 3.42 f iiii ott. - r- ts - 44011 biry �� M � \ It ,ems t-o 7 iiC1 I1l1i 1:i.;a.-i- lkok Cki r , . 4 Nib4r' D°r- \‘4*.%.."•.. - _ ...._."-\_:,_._ ��rt�r ‘/R..-1,.•.a• l..."4.l/r t' ._ / �o �"' t 1' r,ir ffl1 1M4iad•r%irlig*ili,ti.lvtv7i, \ ri•-.. i I 1'_ •-'..-- ,--_N-'.-- , `--�r rd-11--r o r,•mot✓ g- ! .i..c , --‘1..... _:,;‘,‘ ,,,.....11/4-40(4 .- ,., -,„-1 _ . , ---;(--.67 .:I.,,,'. Itoilsii,_____.,_ ---111 gif I 1 ‘v,.,T k -1 ...,* c --:- .. •- "‘ r i....1) W. ...... , , ii, .. I :-.,,,1 it rti - k �. i_t ' ---11Aiiiiih 4 ift Nil ; , - i 1.„ 1 , L , 0.mumn ____. lik t elm.„e i — 7111i -„. _._ -.- .\... .,.....,-..,. ic,.........,_ vffl- ...1 . _ _ , , ,. Pk AraitTiailftdr As . idg 1 • ,t- ; .. �Ri (� , itr: `1. r' JL • Allikwilloi ‘.... mein Atli . 1-YEAR 24-HOUR PRECIPITATION 1w,,��f ' ! . 3.4r' 1SOPLUVIALS OF 10-YEAR 24-HOUR alliaral NMI '1 `����! - "' lttr I TOTAL PRECIPITATION IN INCHES (59 , gar' ' el illivt, ..1 1� O 1 2 3 4 5 6 7 8 Mlles J11' ter- -�__ - � 3.5.1-in 3^G, . �,. - 4n I KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1H 100-YEAR 24-HOUR ISOPLUYIALS al': ViliiiiiIit/tio. d i .., _.../ it 13 ;. laindi r ,..z._ ..1 ,... _ ,./. ,__ . ( 1 3.4 ., ....0,....., I-IN ,. v. ' 1 iiii%, , ... S ; 3 �� ti "�' � T• ter, SVJ ' -9: •:_ ..-Vaificalik•-,...,_ I . •1 .. ,:, ----, NiSix-Nti . ... - 1 . --16-.191151sr . for/whi-11.4 , ..a.! Ita#* k it . . 1 - .\ i .1.,,A__,.-_ ... i r.,-,,.-FlIblititillk imi,., 400, r Altia' ': Milk , I 43 -,"4111,,Failti ' '.0k..1011,4, . joi:04,41)7 Al -v.1 ::A. f,„., `*%.:45,41 --"NrzIritimillrAMIVIMIlid-4b / I :R.( : Ircilk,-: ,J, -1 44_,"1.207,wre,........c.....:4-1-6.11, • ow plaitwe,tA:.S 4. -l' VA1ImVI�l%k - ►'-� ; ter' 4;����� r ►k v• , `4 �11 4 .� ilk- IS, ,Ak\ . 4 . 4..y.e.„,.N. \.,14ke40411 .-°•,:- `kqr ,4-6-- I .- ''.. .-..\ ilailSik%IiiiNIM b* N,411P1141!in s '. 4 No. lir.i" III : ,,� fij - - IffilhAVAIWIIPidatifilt • - illie 4%, .. ,..;... , I usorogiii•%•:m1r-0,-ANN& 'Irk 4 :..74 i-- o yak j vlk. Rik " �4 iil i khin : �� .� `�, ' • BOAS oit ii '....: I I 4 '. r- "fto _al d Vir .46._iwzmilinigrr. ititilillW\-c, -. � car Witskil -11jU��� 144MEN - tigijiliploitir • - . /\:\4. •3,,1 .-..-.--,.-.___.--' . .,„••••\?..'i.--A-i- Illeiialiii mi_faiiutli irLlk%WiMwini*-"— 06 04O. i f ,..4-.k. /1 1 Sfili +, kl.-ifv_ .„a,k, „.... . , .. l )- . lir- maw_ ,, ---..„,„,ovairr, to , . % - ... vf-f-:. 1,)a,„• r . ', AlowA. . r 1 , tic c5 VIAIVArti _ff.A t 1," -YEAR 24-HOUR PRECIPITATION 4'113111l / 6.5-. - --ISOPLUVIALS OF 100-YEAR 24HOUR p` C1� ��,�����' _ ¢'• TOTAL PRECIPITATION IN INCHES 0�' ���'w��� l 5.5 O 1 2 3 4 5 6 7 B Mlles <0 �_- ; . 1:300.000 v' �.. I • • KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL • k,BLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type IA rainfall distribution, 24-hour storm duration. CURVE NUMBERS 8Y• HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION A • B C D Cultivated land(1): winter'condition 86 91 .94 95 Mountain open areas: low growing brush and grasslands .74 82 \ 89 92 Meadow or pasture: • _ 65 78 85 89 • Wood or forest land: undisturbed 42 64 76 81 • Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 • Open spaces. lawns, parks. golf courses, cemeteries. landscaping. good condition: grass cover on 75% or more of the area Q 80 Ss- 90 fair condition: grass cover on 50% - to 75%of the area 77 85 90 92 • Gravel roads and parking lots 76 85 89 .91 Dirt roads and parking lots; •72 82 87 89 Impervious stirfaces, pavement, roofs, etc. • _ 98 98 98 98 Open water bodies: lakes,wetlands, ponds, etc. 1!,. 100 100 100 Single Family Residential (2) • Dwelling Unit/Gross Acre % Impervious (3) • 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA . 25 for-pervious and • 2.51 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0_DU/GA 42 4.5 DU/GA 4s 5.0 DU/GA 48 5.5 DU/GA • 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 • Planned unit developments. • % impervious - condominiums, apartments, must be computed commercial business and industrial areas. • (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook. Section 4, Hydrology, Chapter 9. August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. _ (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers 3.5.2-3 1/90 POND 4 • .• •).•i • • .,„ • 11/ 4 4/94 Barghausen Engineers page 1 SEGALE MOBILE HOME PARK INFILTRATION POND 1 BCE #5149 BASIN SUMMARY BASIN ID: lA NAME: 100YR POSTDEV. RUNOFF SBUH METHODOLOGY TOTAL AREA • 51.25 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERVIOUS AREA PRECIPITATION • 3 .90 inches AREA. . : 29 .72 Acres TIME INTERVAL • 10. 00 min CN • 68.00 TIME OF CONC • 7.23 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA. . : 21.53 Acres CN • 98. 00 TcReach - Sheet L: 100. 00 ns:0.0110 p2yr: 2.00 s: 0. 0150 TcReach - Channel L:1700. 00 kc:42. 00 s:0. 0150 PEAK RATE: 22 . 63 cfs VOL: 9.41 Ac-ft TIME: 480 min BASIN ID: 2A NAME: WET POND CALCULATION SBUH METHODOLOGY TOTAL AREA • 51.25 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE TYPE1A PERVIOUS AREA PRECIPITATION • 0.67 inches AREA. . : 29 .72 Acres TIME INTERVAL 10. 00 min CN • 68 . 00 TIME OF CONC • 7 .23 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA. . : 21.53 Acres CN • 98 . 00 TcReach - Sheet L: 100. 00 ns: 0. 0110 p2yr: 2 . 00 s: 0. 0150 TcReach - Channel L:1700. 00 kc:42. 00 s:0. 0150 PEAK RATE: 2 .33 cfs VOL: 0.85 Ac-ft TIME: 480 min . 11/ 4/94 Barghausen Engineers page 2 SEGALE MOBILE HOME PARK INFILTRATION POND 1 BCE #5149 HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf-AcFt Acres 1 22 . 631 480 409686 cf 51. 25 /Oa cif' P�s� 2 2. 329 480 36909 cf 51.25 tALt p0.,d Ic1-tici o-1 3 2 .307 1150 36232 cf 0. 00 Overflow -Fro, ►o04c1 2 4 22 . 631 480 459744 cf 51.25 Gov •1cifio., Nyct• / g 3 5 2 . 660 270 457231 cf 51.25 too 7r eo,,-F;,,y J2ya IC iv% oao,IC,. ri D DA) Pon10 S Is % BCE. 45-I 1-Idn1S •t'o - 7 -94 DETEN ►—i0 A) Po N.D # E (3-f) VOLUME CC £ VOL 32 2 8, 700 35 35, 340 9 (ti o(oo 96, 0Go NON {yWW 356. w`1) S3 / / / NNN OO^d inoo a 1 So, 18 8 ..n Na 30 (04 , 3� 0 276 z13 aa CiNN CI N N �o •,,i • 11/ 4/94 Barghausen Engineers page 3 SEGALE MOBILE HOME PARK INFILTRATION POND 1 BCE #5149 STAGE STORAGE TABLE CUSTOM STORAGE ID No. 1 Description: RETENTION POND STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 32.00 0.0000 0.0000 34.80 89656 2.0582 37.60 252223 5.7902 40.40 420398 9.6510 32.20 6404 0.1470 35.00 96060 2.2052 37.80 264235 6.0660 40.60 432411 9.9268 32.40 12808 0.2940 35.20 108073 2.4810 38.00 276248 6.3418 40.80 444423 10.203 32.60 19212 0.4410 35.40 120085 2.7568 38.20 288261 6.6176 41.00 456436 10.478 32.80 25616 0.5881 35.60 132098 3.0325 38.40 300273 6.8933 41.20 468449 10.754 33.00 32020 0.7351 35.80 144110 3.3083 38.60 312286 7.1691 41.40 480461 11.030 33.20 38424 0.8821 36.00 156123 3.5841 38.80 324298 7.4449 41.60 492474 11.306 33.40 44828 1.0291 36.20 168135 3.8599 39.00 336311 7.7206 41.80 504486 11.581 33.60 51232 1.1761 36.40 180148 4.1356 39.20 348323 7.9964 42.00 516499 11.857 33.80 57636 1.3231 36.60 192160 4.4114 39.40 360336 8.2722 42.20 528511 12.133 34.00 64040 1.4702 36.80 204173 4-6872 39.60 372348 8.5479 42.40 540524 12.409 34.20 70444 1.6172 37.00 216185 4.9629 39.80 384361 8.8237 42.60 552536 12.684 34.40 76848 1.7642 37.20 228198 5.2387 40.00 396373 9.0995 42.80 564549 12.960 34.60 83252 1.9112 37.40 240210 5.5145 40.20 408386 9.3752 43.00 576561 13.236 11/ 4/94 Barghausen Engineers page 4 SEGALE MOBILE HOME PARK INFILTRATION POND 1 BCE #5149 STAGE DISCHARGE TABLE DISCHARGE LIST ID No. 1 Description: INFILTRATION POND STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 32.00 2.6600 34.80 2.6600 37.60 2.6600 40.40 2.6600 32.10 2.6600 34.90 2.6600 37.70 2.6600 40.50 2.6600 32.20 2.6600 35.00 2.6600 37.80 2.6600 40.60 2.6600 32.30 2.6600 35.10 2.6600 37.90 2.6600 40.70 2.6600 32.40 2.6600 35.20 2.6600 38.00 2.6600 40.80 2.6600 32.50 2.6600 35.30 2.6600 38.10 2.6600 40.90 2.6600 32.60 2.6600 35.40 2.6600 38.20 2.6600 41.00 2.6600 32.70 2.6600 35.50 2.6600 38.30 2.6600 41.10 2.6600 32.80 2.6600 35.60 2.6600 38.40 2.6600 41.20 2.6600 32.90 2.6600 35.70 2.6600 38.50 2.6600 41.30 2.6600 33.00 2.6600 35.80 2.6600 38.60 2.6600 41.40 2.6600 33.10 2.6600 35.90 2.6600 38.70 2.6600 41.50 2.6600 33.20 2.6600 : 36.00 2.6600 38.80 2.6600 41.60 2.6600 r 33.30 2.6600 36.10 2.6600 38.90 2.6600 41.70 2.6600 33.40 2.6600 36.20 2.6600 39.00 2.6600 41.80 2.6600 33.50 2.6600 36.30 2.6600 39.10 2.6600 41.90 2.6600 33.60 2.6600 36.40 2.6600 39.20 2.6600 42.00 2.6600 33.70 2.6600 36.50 2.6600 39.30 2.6600 42.10 2.6600 33.80 2.6600 36.60 2.6600 39.40 2.6600 42.20 2.6600 33.90 2.6600 36.70 2.6600 39.50 2.6600 42.30 2.6600 34.00 2.6600 36.80 2.6600 39.60 2.6600 42.40 2.6600 34.10 2.6600 36.90 2.6600 39.70 2.6600 42.50 2.6600 34.20 2.6600 37.00 2.6600 39.80 2.6600 42.60 2.6600 34.30 2.6600 37.10 2.6600 39.90 2.6600 42.70 2.6600 34.40 2.6600 37.20 2.6600 40.00 2.6600 42.80 2.6600 34.50 2.6600 37.30 2.6600 40.10 2.6600 42.90 2.6600 34.60 2.6600 37.40 2.6600 40.20 2.6600 43.00 2.6600 34.70 2.6600 37.50 2.6600 40.30 2.6600 43.00 2.6600 • 11/ 4/94 Barghausen Engineers page 5 SEGALE MOBILE HOME PARK INFILTRATION POND 1 BCE #5149 • LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE DESCRIPTION > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) 100YR ROUTING 3.34 22.63 1 1 37.46 5 243667 J�9A i� Auk,re. No,,,e,r4rll 1JE I po/uP S12I J G I• I SOI` gce 51-91 I C4L CV/-A )6A)S 10 — 7 - g 4 POAJo # / V. IkAM L r 36 g o. cc (5t_t_ u)d. 4 E L AZEA (sr) Voi_vME (cF) W W I- 3 2 I O 2 3 0 35 I5, 8l moo �N •-•Na aa N N C N N N � E POND 2 11/ 4/94 Barghausen Engineers page 1 SEGALE MOBILE HOME PARK INFILTRATION POND 2 BCE JOB #5149 HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf-AcFt Acres 1 3 . 500 800 110193 cf 0. 00 OVefF)oL4 fro.., Pc' 3A 2 2 . 607 1150 90052 cf 0. 00 /O o 3 0.300 20 53820 cf 0. 00 f,nd . k1t-r0. ion 4 2 . 307 1150 36232 cf 0. 00 iR;Sef overflow -to Ponol �L9gIe. /no 1L ►'lor1G /GarN. pETcnlrlON P'ND 5121/J6 l. 1111.1s0 AGE 5141. cA1 U1L4T/onlS 10 -lo -' 4 P D/J L 2 E L /-le (s l F1 voi_v,t4E (r.7 ) 3B 3 0A 4', 27 8 VI Nin W W W _ 4-4 12, SZ� �inin 000 moo '-N aaa N N N N N N • • 11/ 4/94 Barghausen Engineers page 2 SEGALE MOBILE HOME PARK INFILTRATION POND 2 BCE JOB #5149 STAGE STORAGE TABLE CUSTOM STORAGE ID No. 1 Description: RETENTION POND STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 38.00 0.0000 0.0000 39.60 13141 0.3017 41.20 26282 0.6033 42.80 39422 0.9050 38.20 1643 0.0377 39.80 14783 0.3394 41.40 27924 0.6411 43.00 41065 0.9427 38.40 3285 0.0754 40.00 16426 0.3771 41.60 29567 0.6788 43.20 42708 0.9804 38.60 4928 0.1131 40.20 18069 0.4148 41.80 31209 0.7165 43.40 44350 1.0181 38.80 6570 0.1508 40.40 19711 0.4525 42.00 32852 0.7542 43.60 45993 1.0558 39.00 8213 0.1885 40.60 21354 0.4902 42.20 34495 0.7919 43.80 47635. 1.0936 39.20 9856 0.2263 40.80 22996 0.5279 42.40 36137 0.8296 44.00 49278 1.1313 39.40 11498 0.2640 41.00 24639 0.5656 42.60 37780 0.8673 • 11/ 4/94 Barghausen Engineers page 3 SEGALE MOBILE HOME PARK INFILTRATION POND 2 BCE JOB #5149 STAGE DISCHARGE TABLE DISCHARGE LIST ID No. 1 Description: INFILTRATION POND 2 STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 38.00 0.3000 39.80 0.3000 41.60 0.3000 43.40 0.3000 38.10 0.3000 39.90 0.3000 41.70 0.3000 43.50 0.3000 38.20 0.3000 40.00 0.3000 41.80 0.3000 43.60 0.3000 38.30 0.3000 40.10 0.3000 41.90 0.3000 43.70 0.3000 38.40 0.3000 40.20 0.3000 42.00 0.3000 43.80 0.3000 38.50 0.3000 - 40.30 0.3000 42.10 0.3000 43-.90 0.3000 38.60 0.3000 40.40 0.3000 42.20 0.3000 44.00 0.3000 38.70 0.3000 40.50 0.3000 42.30 0.3000 44.10 0.3000 38.80 0.3000 40.60 0.3000 42.40 0.3000 44.20 0.3000 38.90 0.3000 40.70 0.3000 42.50 0.3000 44.30 0.3000 39.00 0.3000 40.80 0.3000 42.60 0.3000 44.40 0.3000 39.10 0.3000 40.90 0.3000 42.70 0.3000 44.50 0.3000 39.20 0.3000 41.00 0.3000 42.80 0.3000 44.60 0.3000 39.30 0.3000 41.10 0.3000 42.90 0.3000 44.70 0.3000 39.40 0.3000 41.20 0.3000 43.00 0.3000 44.80 0.3000 39.50 0.3000 41.30 0.3000 43.10 0.3000 44.90 0.3000 39.60 0.3000 41.40 0.3000 43.20 0.3000 45.00 0.3000 39.70 0.3000 41.50 0.3000 43.30 0.3000 45.00 0.3000 • • 11/ 4/94 Barghausen Engineers page 4 SEGALE MOBILE HOME PARK INFILTRATION POND 2 BCE JOB #5149 STAGE DISCHARGE TABLE RISER DISCHARGE ID No. 2 Description: RISER STRUCTURE Riser Diameter (in) : 18. 00 elev: 43 . 65 ft Weir Coefficient. . . : 3 .782 height: 45. 00 ft Orif Coefficient. . . : 9.739 increm: 0. 10 ft STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 43.65 0.0000 44.00 3.0249 44.40 7.3694 44.80 9.1254 43.70 0.1633 44.10 4.4099 44.50 7.8454 . 44.90 9.5139 43.80 0.8487 44.20 5.9587 44.60 8.2940 45.00 9.8871 43.90 1.8261 44.30 6.8606 44.70 8.7196 45.00 9.8871 11/ 4/94 Barghausen Engineers page 5 SEGALE MOBILE HOME PARK INFILTRATION POND 2 BCE JOB #5149 STAGE DISCHARGE TABLE COMBINATION DISCHARGE ID No. 3 Description: COMBINATION 1 AND 2 Structure: 1 Structure: Structure: 2 Structure: Structure: STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 38.00 0.3000 39.30 0.3000 40.60 0.3000 41.90 0.3000 38.10 0.3000 39.40 0.3000 40.70 0.3000 42.00 0.3000 38.20 0.3000 39.50 0.3000 40.80 0.3000 42.10 0.3000 38.30 0.3000 39.60 0.3000 40.90 0.3000 42.20 0.3000 38.40 0.3000 39.70 0.3000 41.00 0.3000 42.30 0.3000 38.50 0.3000 39.80 0.3000 41.10 0.3000 42.40 0.3000 38.60 0.3000 39.90 0.3000 41.20 0.3000 42.50 0.3000 38.70 0.3000 40.00 0.3000 41.30 0.3000 42.60 0.3000 38.80 0.3000 40.10 0.3000 41.40 0.3000 42.70 0.3000 38.90 0.3000 40.20 0.3000 41.50 0.3000 42.80 0.3000 39.00 0.3000 40.30 0.3000 41.60 0.3000 42.90 0.3000 39.10 0.3000 40.40 0.3000 41.70 0.3000 43.00 0.3000 39.20 0.3000 40.50 0.3000 41.80 0.3000 45.00 0.3000 1-1/ 4/94 Barghausen Engineers page 6 SEGALE MOBILE HOME PARK INFILTRATION POND 2 BCE JOB #5149 LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE DESCRIPTION > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) 100YR ROUTING 0.30 3.50 1 3 43.94 2 48786.23 POND 3A+3B 10 10 9/ / 4 Barghausen Engineers page 1 SEGALE MOBILE HOME PARK INFILTRATION POND 3A AND 3B (SOUTH BASIN) BCE JOB #5149 BASIN SUMMARY BASIN ID: 1A NAME: 100YR POSTDEV. RUNOFF (SOUTH) SBUH METHODOLOGY TOTAL AREA • 45. 00 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE • TYPE1A PERVIOUS AREA PRECIPITATION • 3 . 90 inches AREA. . : 22 .78 Acres TIME INTERVAL • 10. 00 min CN • 68 . 00 TIME OF CONC • 7 . 63 min IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 22 .22 Acres CN • 98 . 00 TcReach - Sheet L: 100. 00 ns: 0. 0110 p2yr: 2 . 00 s: 0.0100 TcReach - Channel L:2000. 00 kc:42.00 s: 0. 0200 PEAK RATE: 21. 87 cfs VOL: 8. 96 Ac-ft TIME: 480 min BASIN ID: 2A NAME: WET POND CALCULATION SBUH METHODOLOGY TOTAL AREA • 45. 00 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE TYPE1A PERVIOUS AREA PRECIPITATION • 0. 67 inches AREA. . : 22 .78 Acres TIME INTERVAL 10. 00 min CN • 68 . 00 TIME OF CONC • 7 . 63 min IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 22 .22 Acres CN • 98 . 00 TcReach - Sheet L: 100. 00 ns: 0. 0110 p2yr: 2 . 00 s: 0. 0100 TcReach - Channel L:2000 . 00 kc:42 . 00 s: 0. 0200 PEAK RATE: 2 .41 cfs VOL: 0.88 Ac-ft TIME: 480 min 10/10/94 Barghausen Engineers page 2 SEGALE MOBILE HOME PARK INFILTRATION POND 3A AND 3B (SOUTH BASIN) BCE JOB #5149 HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf-AcFt Acres 1 21.871 480 390092 cf 45. 00 100 it Pos� 2 2 .408 480 38320 cf 45. 00 Wt - Pad CAl�,,la-1-;o^ 3 4 .749 800 323679 cf 45 . 00 Ioo yr 1'Q h 19 4 1. 190 20 213486 cf 0. 00 jnP; Ifr°++io^ 2B 5 3 . 500 800 110193 cf 0. 00 /;S4r over-f')0 to P0,01 Dera Moo,is r-10".. ear PeJ JTIoN POND S►Z►A1 T. is,It' ors Bc % # S/' CALcVL,4TIoAi5 /o - /0 -94 D2 rE N ri o 4 PAN D it 3A -f- 3B EL Aec,A (6f) VaLuME (LE) � VoL 40 /z, 82.6 45 ` / g 43 17,786 45, ,/8 W W W 'J /� __= 3 � P°^d 37,zg1 282 uin� I38, �00 4 5.4 947 / 841 zoo a aaa N C/C/ N Cl N - • ! I • • 10/10/94 Barghausen Engineers page 3 SEGALE MOBILE HOME PARK INFILTRATION POND 3A AND 3B (SOUTH BASIN) BCE JOB #5149 STAGE STORAGE TABLE CUSTOM STORAGE ID No. 1 Description: INFILTRATION POND 3A + 3B STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 40.00 0.0000 0.0000 41.80 27551 0.6325 43.60 66660 1.5303 45.40 128887 2.9588 40.20 3061 0.0703 42.00 30612 0.7028 43.80 73574 1.6890 45.60 135801 3.1176 40.40 6122 0.1406 42.20 33673 0.7730 44.00 80489 1.8478 45.80 142715 3.2763 40.60 9184 0.2108 42.40 36734 0.8433 44.20 87403 2.0065 46.00 149630 3.4350 40.80 12245 0.2811 42.60 39796 0.9136 44.40 94317 2.1652 46.20 156544 3.5937 • 41.00 15306 0.3514 42.80 42857 0.9839 44.60 101231 2.3239 46.40 163458 3.7525 41.20 18367 0.4217 43.00 45918 1.0541 44.80 108145 2.4827 46.60 170372 3.9112 41.40 21428 0.4919 43.20 52832 1.2129 45.00 115059 2.6414 46.80 177286 4.0699 41.60 24490 0.5622 43.40 59746 1.3716 45.20 121973 2.8001 47.00 184200 4.2287 '1 • • 10/10/94 Barghausen Engineers page 4 SEGALE MOBILE HOME PARK INFILTRATION POND 3A AND 3B (SOUTH BASIN) BCE JOB #5149 STAGE DISCHARGE TABLE DISCHARGE LIST ID No. 1 Description: INFILTRATION POND 3a + 3b STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 40.00 1.1900 42.10 1.1900 44.20 1.1900 46.30 1.1900 40.10 1.1900 42.20 1.1900 44.30 1.1900 46.40 1.1900 40.20 1.1900 42.30 1.1900 44.40 1.1900 46.50 1.1900 40.30 1.1900 42.40 1.1900 44.50 1.1900 46.60 1.1900 40.40 1.1900 42.50 1.1900 44.60 1.1900 46.70 1.1900 40.50 1.1900 42.60 1.1900 44.70 1.1900 46.80 1.1900. 40.60 1.1900 42.70 1.1900 44.80 1.1900 46.90 1.1900 40.70 1.1900 42.80 1.1900 44.90 1.1900 47.00 1.1900 40.80 1.1900 42.90 1.1900 45.00 1.1900 47.10 1.1900 40.90 1.1900 43.00 1.1900 45.10 1.1900 47.20 1.1900 41.00 1.1900 43.10 1.1900 45.20 1.1900 47.30 1.1900 41.10 1.1900 43.20 1.1900 45.30 1.1900 47.40 1.1900 41.20 1.1900 43.30 1.1900 45.40 1.1900 47.50 1.1900 41.30 1.1900 . 43.40 1.1900 45.50 1.1900 47.60 1.1900 41.40 1.1900 43.50 1.1900 45.60 1.1900 47.70 1.1900 41.50 1.1900 43.60 1.1900 45.70 1.1900 47.80 1.1900 41.60 1.1900 ._-I 43.70 1.1900 45.80 1.1900 47.90 1.1900 41.70 1.1900 43.80 1.1900 45.90 1.1900 48.00 1.1900 41.80 1.1900 43.90 1.1900 46.00 1.1900 48.00 1.1900 41.90 1.1900 44.00 1.1900 46.10 1.1900 42.00 1.1900 44.10 1.1900 46.20 1.1900 10/10/94 • Barghausen Engineers page 5 SEGALE MOBILE HOME PARK INFILTRATION POND 3A AND 3B (SOUTH BASIN) BCE JOB #5149 STAGE DISCHARGE TABLE RISER DISCHARGE ID No. 2 Description: RISER OVERFLOW Riser Diameter (in) : 24 . 00 elev: 46. 65 ft Weir Coefficient. . . : 3 .782 height: 48 . 00 ft Orif Coefficient. . . : 9 .739 increm: 0. 10 ft STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 46.65 0.0000 47.00 4.0332 47.40 12.651 47.80 16.223 46.70 0.2178 47.10 5.8798 47.50 13.947 47.90 16.914 46.80 1.1316 47.20 7.9449 47.60 14.745 48.00 17.577 46.90 2.4347 47.30 10.207 47.70 15.502 48.00 17.577 10/10/94 Barghausen Engineers page 6 SEGALE MOBILE HOME PARK INFILTRATION POND 3A AND 3B (SOUTH BASIN) . BCE JOB #5149 STAGE DISCHARGE TABLE COMBINATION DISCHARGE ID No. 3 Description: COMBINATION 1 AND 2 Structure: 1 Structure: Structure: 2 Structure: Structure: STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 40.00 1.1900 42.10 1.1900 44.20 1.1900 46.30 1.1900 40.10 1.1900 42.20 1.1900 44.30 1.1900 46.40 1.1900 40.20 1.1900 42.30 1.1900 44.40 1.1900 46.50 1.1900 40.30 1.1900 42.40 1.1900 44.50 1.1900 46.60 1.1900 40.40 1.1900 42.50 1.1900 44.60 1.1900 46.70 1.4078 40.50 1.1900 42.60 1.1900 44.70 1.1900 46.80 2.3216 40.60 1.1900 42.70 1.1900 44.80 1.1900 46.90 3.6247 40.70 1.1900 42.80 1.1900 44.90 1.1900 47.00 5.2232 40.80 1.1900 42.90 1.1900 45.00 1.1900 47.10 7.0698 40.90 1.1900 43.00 1.1900 45.10 1.1900 47.20 9.1349 41.00 1.1900 43.10 1.1900 45.20 1.1900 47.30 11.397 41.10 1.1900 43.20 1.1900 45.30 1.1900 47.40 13.841 41.20 1.1900 43.30 1.1900 45.40 1.1900 47.50 15.137 41.30 1.1900 43.40 1.1900 45.50 1.1900 47.60 15.935 41.40 1.1900 43.50 1.1900 45.60 1.1900 47.70 16.692 41.50 1.1900 43.60 1.1900 45.70 1.1900 47.80 17.413 41.60 1.1900 43.70 1.1900 45.80 1.1900 47.90 18.104 41.70 1.1900 43.80 1.1900 45.90 1.1900 48.00 18.767 41.80 1.1900 43.90 1.1900 46.00 1.1900 41.90 1.1900 44.00 1.1900 46.10 1.1900 42.00 1.1900 44.10 1.1900 46.20 1.1900 10/10/94 Barghausen Engineers page 7 SEGALE MOBILE HOME PARK INFILTRATION POND 3A AND 3B (SOUTH BASIN) BCE JOB #5149 LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE DESCRIPTION > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) 100 YR ROUTING 1.19 21.87 1 3 46.97 3 183174 Je)ale- Ro^.e "✓I` Wt: PPNO 5)ZIN(L /UG15o'k ,ScE - 5J ,' CAL C L-Ar,oJs J0-1 - � 9 Po Ai P gA 4 3 8 V0I.4 r d. = 38 32o cf- S-te. # z) Vo'tAr -'-- Pray/;4Gd L .42Et4 (5c) v'ow.Hc (cC) N UI Vf W W W __= 4° /Z, 2-'15 000 44, 21_5 Inoo 43 17, 285 -aa aaa N N A H N N ta 1 I� � t De”le- fvlob,►c nc"-t ,drp 641:7r PDNO 5J2ING 519-q ( CAL CUL-A rroA S I l0 - 9 4 o 3 /3 P �p 3� 4 11 VAI wle r� d = 38, 320 .f (su. 1-lyd ZJ Vole- p - v;dtd . 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I i .5ii5 53 . 67 • ,, // i‘ricm.slitLin!r 4it1Pi .40 - ---- 7OWM1.0iS / ' 0 1 51, 9- . STEEP SLOPE Wit, 11, 4)v • ,... - 4s-r Oa3 May 23, 1995 OFFICE OF THE HEARING EXAMINER CITY OF RENTON009 REPORT AND DECISION APPLICANT: DANA WARREN,M.A. SEGALE, INC. CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023, CU/V/MHP/ECF LOCATION: SE of the intersection of NE 3rd Street and Edmonds Avenue NE SUMMARY OF REQUEST: Applicant proposes development of a 402-unit manufactured home community. The development is on a site that was a former gravel mining operation. Development would occur in > CIVED four phases, commencing in 1995. A Conditional Use Permit a ;� .. is requested to allow a parking area for up to 100 unoccupied � 96� recreational vehicles. A variance is requested to allow three- foot side yard setback on each residential lot in the area of the attached site-built garage. To provide access, Edmonds •_ Avenue NE will also be extended 500 feet to the south as a public street. SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions. DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on April 19, 1995. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area; the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the April 25, 1995 hearing. The legal record is recorded on tape. The hearing opened on Tuesday, April 25, 1995,at 9:02 a.m. in the Council Chambers on the second floor of the Renton Municipal Building. JAMES L. COLT, 102 Monterey Place NE, Renton, WA 98056, appearing for American Memorial Services at P.O. Box 1745, Bellevue,WA 98009, claimed that American Memorial did not receive the statutory or regulatory notice to property owners for the public hearing. He requested a continuance. After researching the issue raised by Mr. Colt,the Examiner determined that American Memorial Services received the appropriate and legal notification of the hearing and that City Code does not provide for any additional or special notification. DANA WARREN,M.A.SEGALE,IN-. CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 Page 2 The parties wishing to testify were then affirmed by the Examiner and the following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No. 2: Site vicinity map. application, proof of posting, proof of publication and other documentation pertinent to this request. Exhibit No. 3: Neighborhood detail map. Exhibit No. 4: Site development concept. Exhibit No. 5: Site development,drawing showing Exhibit No. 6: Generalized landscape plan of the construction phasing plan. overall site. Exhibit No. 7: Architect's rendering of a typical Exhibit No. 8: Architect's rendering of the streetscape. community center, its landscaping and the entrance to the development. - Exhibit No. 9: Landscape plan showing typical Exhibit No. 10: Typical floor plan of a residential landscaping around residential units. unit. Exhibit No. 11: Drawing representing various yard Exhibit No. 12: Alternate site plan. setbacks. Exhibit No. 13: April 24, 1995 letter from Exhibit No: 14: November 19, 1982 letter from City AnMarCo to Dana Warren of M.A. Segale, Inc. of Renton Public Works to James Colt of Mt. Olivet Cemetery. Exhibit No. 15: Aerial photograph of site submitted Exhibit No.'16: Aerial photograph of site submitted by James Colt, dated 3/14/88. by James Colt, dated 2/13/90. Exhibit No. 17: Aerial photograph of site submitted Exhibit No. 18: May 20, 1982 letter from the by James Colt, dated 3/21/87. Department of Ecology to Ron Nelson of the City of Renton in regarding to a complaint filed by James Colt. The hearing opened with a presentation of the staff report by JENNIFER TOTH HENNING, Project Manager, Development Services, City of Renton,200 Mill Avenue South, Renton, Washington 98055. The owner of the subject property is M.A. Segale,Inc. The zoning designation is Residential Manufactured Homes(RM-H)and Resource Conservation(RC). The Comprehensive Plan Land Use Designation is Residential Single Family and Residential Rural. The existing site use is an abandoned gravel mine, vacant and open space. To the north are multi-family residential uses, to the east is the King County Transfer Station, King County Shops and vacant land. To the south are vacant open space and single family residential uses. To the west are the Mt. Olivet Cemetery and vacant land. Access would be from NE 3rd Street and Edmonds Avenue NE. The site area is _. 133.29 acres. Public services consist of water from an existing 16-inch main in NE 3rd Street. Sewer is provided from a 24-inch interceptor that runs through the site. Surface water and stormwater service is DANA WARREN,M.A.SEGALE,IN.. CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 - Page 4 Approximately 7.1 acres of the net site will be for recreation and open space. One of these acres is dedicated to 'a community center. The remaining recreation and open space area would be reserved as passive open space. ' There will also be a seating/viewing area developed along the southern point at the top of the bluff. A walking trail will be developed from the community center to the seating/viewing area. Lighting is proposed for each home that will illuminate the street. It will be controlled by sensors so that all lights are activated at dusk and turned off at sunrise each day. Lighting will be installed, maintained and replaced by site managers. Residents will not be able to remove the lighting. The applicant has provided a generalized landscape plan for the overall site. The sketches show a landscape treatment in the front yard area of each home site. The ERC has required additional landscape treatment on the site beyond that proposed by the applicant. This proposal also includes private patio areas and private yards for each unit. The Conditional Use Permit(CUP)fora 100 space parking/storage area for recreational vehicles is requested. The proposal complies with the standards of the RM-H zone. The standard is screened parking at a ratio of one parking space for every ten lots. Under this proposal, one parking space for every four lots will be provided. Setbacks will be twenty feet from the power line easement. There will be a six foot high fence and security lighting that will not exceed the 30 foot height limit. A variance is requested from the five foot side yard setback for the manufactured homes and any attached accessory units. The applicant requests a variance to allow a three foot minimum side yard setback on one side of each lot, along the site-built attached garages so long as the length of the garage as measured alon: the side yard property line does not exceed twenty-five feet in length. This variance request is consistent with variance criteria in that the subject property is constrained by topography, irregular shape, in the presence of major electrical transmissions lines easements, and is located within the Aquifer Protection Area(Zones 1 and 2). Of the 133.29 gross acres on this site,there are 71.17 net acres. The net acreage includes steep slopes that preclude development on approximately 10 acres. This leaves approximately 45 percent of the site for development. The usable area is irregularly shaped due to topography and the presence of power line easements. In addition, the location of the site within Zones 1 and 2 of the APA restrict the way in which stormwater facilities are sited. The result of these constraints is that the lot layout is somewhat inefficient and the number of dwelling units per acre is reduced over what could be permitted. By allowing a variance for the reduced side yards on one side of each unit, the project would fall within the permitted density range. In addition,the variance will provide each unit with added privacy and space for individual landscape treatment. This makes a more desirable living space. In closing, Ms. Henning stated that staff recommends approval of the Cedar Crest Manufactured Home Park application with the condition that the applicant meet the Mitigation Measures imposed by the Environmental Review Committee. LAURIE PINARD, corporate counsel for M. A. Segale, Inc., PO Box 88050,Tukwila, WA 98138, noted that they will comply with the mitigation measures imposed by the ERC and City staff. Approval of the CUP will allow development of a parking area for recreational vehicles. She noted that market research shows that recreational vehicle parking is a desirable feature to senior citizens since they use their RVs often. The variance will allow for a more desirable outside living space that includes a private yard and patio. Ms. Pinard pointed out that residential lots will average 4,500 square feet, but some lots will be approximately 4,000 square feet. This is well above the 3,000 square feet minimum. The private yard of each home will be maintained by the resident and all other areas will be maintained by on-site staff. Blaine Avenue NE will only be a secondary emergency access with a crash gate to limit access to the Fire Department and Police. The Codes, Covenants and Restrictions(CC&R's)will be completed before construction of the project. DANA WARREN,M.A.SEGALE,In,. CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 Page 3 provided by existing 12-inch and 16-inch storm lines in NE 3rd Street. Fire has sufficient resources to provide service. There are schools and parks in the area. The site is located within Zones 1 and 2 of the Aquifer Protection Area(APA). The project is to be constructed in four phases. The first phase consists of substantial site grading, installation of utilities, and development of Phase 1 homesites. Subsequent phases would occur in intervals of one to two years after the first phase is completed. Completion of the development may take up to ten years. The applicant is seeking approval to develop a 402-unit manufactured home park that will serve senior citizens. At least one resident of each home must be 55 years of age or older. No children may live in the development. Residents will purchase their home and lease the land. Under this proposal the portion of the site zoned Residential Manufactured Homes will be developed. The project will consist of manufactured homes with site • - built two-car garages, a 4,500 square foot community center building, a 3,000 square foot landscape maintenance shelter, a.100-space recreational vehicle(RV)storage lot, recreational features, site utilities, and streets. Edmonds Avenue NE will be extended as a public street to provide access into the development. The development will feature a security gate at the entrance. All streets in the development will be Erivatee 30-feet wide with 5-foot sidewalks on one side. The typical homesite averages 4,567 square feet. There will be no subdivision of the land for individual lots. The homes will be manufactured off-site and delivered in sections for assembly on each site. Two or three bedroom homes will be available, with attached site-built two-car garage. Approximately 750,000 cubic yards of soil will be graded to create level home sites. Seventy-five thousand , (75,000)cubic yards of fill material will be imported and 675,000 cubic yards will be moved on the site. Geotechnical engineers have recommended a 25-foot setback from the eastern half of the bank and a 40 foot setbaCk:from the western Half Since the site is witfiin s C and 2 of the C ty s Aquifer Protection Area (APA), stormwater must be collected and discharged in accordance with the Aquifer Protection Ordinance. _Stormwater will be collected and piped to one of three retention/infiltration ponds located in Zone 2 of the APA. One hundred percent of the stormwater collected on site would be discharged through infiltration. The Environmental Review Committee(ERC) issued a Determination of Non-Significance-Mitigated (DNS-M)for this proposal on March.27, 1995. Comments regarding water quality were received from METRO and comments regarding traffic were received from the Washington State Department of Transportation. The ERC required eight mitigation measures regarding site surface and slopes, cleanliness of imported fill materials, Traffic Mitigation Fee, street dedication, truck trips, parking regulations in the Codes, Covenants and Restrictions, slope stability impacts from release of water from infiltration ponds, and landscape treatment to avoid erosion and improve the aesthetic quality of the site. This proposal is consistent with the City's Mobile Home Park Plan criteria in regard to design and location and construction standards. The development will be built on approximately 61 acres,with access from NE 3rd Street via the Edmonds Avenue extension. Secondary emergency access will also be available from Blaine Avenue NE. Screening is proposed along the public streets. Extensive native vegetation and topography will limit views, providing a barrier along most of the boundaries. Typical lot depth is 85 feet, with a length of 55 feet. The total site is constrained by topography but care has been taken to optimize amenities such as view. Residential sites will include private garden areas. Density is approximately 5.65 dwelling units per acre. Setbacks as defined by the Residential Manufactured Home Zone are met with the exception of the required variance on the lot area that abuts the garage area. The two car garage on each site will have an apron in front 1 that can provide additional parking space. Screened parking for RVs will be provided in an area along the western side of the project site. Parking for RVs is proposed at a ratio of one RV per four residential lots. DANA WARREN,M.A.SEGALE,IN... CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 Page 5 DANA WARREN, M.A. Segale, Inc., PO Box 88050, Tukwila, WA 98138, explained that after the site is graded water will be used to keep the top soil from being blown away. It will be applied with a truck or sprinklers. He noted that some vegetation will grow naturally when the soil is irrigated and they intend to have the graded areas as aesthetically pleasing as possible. NEIL WATTS, Plan Review Supervisor for the City of Renton, 200 Mill Avenue South, Renton, WA 98055, noted that one of the mitigation measures imposed by the ERC requires that additional landscaping be provided during all phases of the project as a means of avoiding erosion and improving the aesthetic quality of the site. DAVID HALINEN, 10500 NE 8th Street, Suite 1900, Bellevue, WA 98004, attorney for the general • partnership of AnMarCo., explained that AnMarCo is the owner of the property to the west of the southerly portion of the subject site. The AnMarCo property also lays south of Mt. Olivet cemetery. He explained that AnMarCo has committed to providing secondary emergency access to the subject site from Blaine Avenue NE. He submitted a letter from AnMarCo documenting its commitment. Mr. Watts addressed street issues,explaining that access will be on Edmonds Avenue from the existing intersection at NE 3rd. They will dedicate a full right-of-way for a fully improved street. The applicant and City have agreed that pavement width, from NE 3rd to the approximate location of the community center will be 36 feet wide. The City's Transportation Division requested that the paved roadway continue further south at a width of 36 feet. However,the applicant has requested reduction of the pavement width to approximately 28 - to 32 feet. The request is under consideration, as there is some justification, specifically topography and a lesser need for parking along that section of street. However, full right-of-way will be required along this area. The applicant has agreed to provide pedestrian facilities along the east side of the new right-of-way and eventually, as the property owned by AnMarCo is developed, the road will be extended into that plat. There will be two points of access from NE Edmonds into the project. Additionally, there will be second emergency• access from the southerly end of NE Edmonds Avenue extended to Blaine Avenue NE. Sidewalks will be installed along NE 3rd. Sometime near the fourth phase of the project, improvements will be made to the intersection of Edmonds and NE 3rd. Sewer improvements are already being constructed. Water system improvements will also be required and each of the homes will be separately water-metered. • In regard to recreational vehicle parking, Mr. Watts stated that staff had considered alternate locations for the RV parking site. However, there are fairly steep slopes and some roadways are at a 15%grade. Other possible RV parking areas would have been remote from Edmonds. He pointed out that the chosen site lies underneath power lines and is the best use of space. In addition,the Fire Department had concerns about trying to access a more remote parking site. In regard to site grading, considerable grading will be needed. The major work will consist of moving dirt around the site. The ERC imposed several conditions to deal with grading. Professional engineers will monitor grading for compliance with ERC conditions, to document volume, perform compaction tests, to test for conformance to the grading and mining ordinance provisions, and to discover site suitability for development. Drainage will be provided through infiltration so there will be no discharge to the existing storm drainage system in NE 3rd Street. Mr. Watts explained that the site is split between Aquifer Protection Zone 1 and 2 and each zone has different restrictions on how drainage is handled. Zone 1 restrictions do not allow infiltration and do not allow wetponds or water quality swales. The applicant proposed a system that collects all the water from Zone 1 and directs the water north to APA Zone 2, which is well away from the steeper slopes above Maple DANA WARREN,M.A.SEGALE,IN.. CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 Page 6 Valley Highway. The water then goes through a series of lined wetponds which prevent any untreated water from dispersing into the Aquifer. The water will then go through infiltration systems. Now appearing for Mt. Olivet Cemetery, JAMES L. COLT, 102 Monterey Place NE, Renton, WA 98056, asked a series of questions. Responding to Mr. Colt, Mr. Watts explained that streets and grading will be completed during the first phase. Mr. Warren explained that the development's entrance will be gated. They have not yet determined the time of day that gates would open and close. The intention is a point of security, possibly more perceived than actual, that restricts access particularly after daylight hours. Mr. Colt noted that Blaine Avenue NE is a dead end street and a significant amount of crime takes place at this location. He stated that the proposed new street will increase the opportunity for additional crime. In regard to grading, Mr. Colt asked what access road would be used for equipment. Mr. Watts explained that most equipment will stay on • site. Mr. Warren stated that equipment would enter through the existing roadway and the extended Edmonds. Their second means of egress is to connect into the AnMarCo property and then to Blaine Avenue NE. They will not use the lower portion of Edmonds for access during the project and he believes that keeping the road private and adding a gate will limit access. Mr. Watts agreed, stating that the City should barricade the streets to limit access during development. In regard to discussion of the dedication of Edmonds,the Examiner stated that the City is requiring dedication of the entire length of Edmonds because it is on this site and is subject to this permit. Whether the road is developed or deferred is an issue that is not part of this hearing. The Examiner may require improvements as required by code and an applicant may receive a deferral of the improvements. Or,the Council can waive opening the road for a certain period of time. The road will be dedicated to the full length, including down to the RV parking lot. Construction standards will be determined. Normal requirements for a street are curbs, ' gutters, sidewalks, and street lighting. Mr. Colt questioned the street alignment that was chosen, stating that a different alignment would benefit the thousands of property owners at Mt. Olivet Cemetery. Mr. Watts explained that the topography of the chosen location will provide access to the future development. The City does not believe that the cemetery will be developed for anything other than what it is; however there is nothing in the chosen location that forecloses access to Mt. Olivet. The proposed road does not landlock Mt. Olivet's property. Mr. Colt stated that Mt. Olivet Cemetery had dedicated the roadway because it had no access to Blaine Avenue NE. Mr. Colt stated that the planned temporary access for equipment access is on a road constructed by ERADCO, American Memorial and Mt. Olivet. He asked if the applicant had any easements or agreements with the property owners. Ms. Pinard explained that the area would be used temporarily for construction purposes during Phase 1. The property itself belongs to Puget Power. M.A. Segale, Inc. has had an understanding with Puget Power for many years and has the right to cross the property. Mr. Colt stated that he has an easement from Puget Power for this area and a letter from the City of Renton that says he has exclusive rights to cross the property. Ms. Pinard commented that Puget Power advised M.A. Segale that they were not aware of any easements across their property that would restrict M.A. Segale from crossing. She noted that it does not seem possible that the City can restrict a person's right to use Puget Power's property, based on a letter. The Examiner asked if the applicant can achieve access to the site via the proposed Edmonds access. Mr. Watts stated that it is possible. Referring to the restrictions of APA Zone 1, Mr. Colt stated that Mt.Olivet has recorded water rights on the subject property, and the file on this application indicates there is no water on the site. Mr. Colt then introduced three aerial photographs dated 1987, 1988, and 1990, stating that he does not currently have a more recent photograph. Responding to Mr. Colt's comments, Mr. Watts explained that the site's water quality features DANA WARREN,M.A.SEGALE,IN.. CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 Page 7 must be lined. Runoff from any street will run through a wetpond for treatment before it is discharged back to • the Aquifer. On this site, there are lined wetponds and bioswales that will not allow infiltration. Then there is a series of detention ponds and infiltration ponds. There will be 100%recharge of site runoff. Ms. Pinard noted that their research on water rights turned up a June 1974 application for a water claim. They did not locate a confirmation of water rights. She understands Mr. Colt the right to use a specific number of gallons per minute for irrigation purposes. M.A. Segale gave consideration to this situation and treatment is provided in the project to protect the claimed water rights. Mr. Colt asked if installation of the stormwater filtration facilities will be accomplished prior to filling, grading and compaction of 750,000 cubic yards of fill material? What is the schedule that has been designed to protect the Aquifer? Noting that the staff report states that stormwater will be collected and placed into ponds, he asked if there are there provisions to prevent fertilizers, pesticides, oil runoff, and other things from entering the groundwater system? GARY HENDERSON, 6240 Tacoma Mall Boulevard, Suite 318, Tacoma, WA 98049, responded to Mr. Colt's questions on the water issues. He stated that site run-off water will flow through wetponds and treatment swales. This will purify the water and leave the impurities in the wetponds. The water would then flow to an infiltration system that recharges the water. Last September and October, his company performed field work and prepared a report. At that time there was water on the site and they have not ever represented that there is no water on site. Much of the rain that falls on site collects on the property and then discharges into a stream or perks into the ground. It then leaves the site through groundwater seepage. Some surface water also flows onto site from the higher areas. On this site, the developer has established criteria to keep all water flowing as it is now. There will be no reduction in the current flow of water from the site. In regard to compaction of fill material, a criteria has been established to avoid settlement and there will be compaction under recharge areas. Infiltration systems will have to be installed as the site is graded. They have recommended that temporary storage and percolation facilities be constructed during site development. Using permanent facilities would increase the risk of silt build-up problems in the permanent facilities. After construction is complete, water would be directed into permanent facilities. Mr. Henderson noted that a gravely sand has been specified for some areas that is permeable, even when compacted. Mr. Watts noted that all drainage provisions for the project will be in compliance with the King County Surface Water Manual, which includes providing drainage facilities as the project is constructed. Temporary facilities are needed because of sedimentation problems that develop from construction. Mr. Colt asked how will the Codes, Covenants and Restrictions (CCRs) impact the surrounding neighbors and property owners? The Examiner explained that CCRs specifically apply to the project and its residents. They do not effect the general public. Ms. Pinard noted that the CCRs are for the people living within the site. The CCR parking conditions apply only to this project. Responding to Mr. Colt's comments regarding the flow of stormwater from the site, Mr. Watts explained that the rate of flow cannot be changed. He noted that the rate of flow is not equivalent to the amount of flow. The rate of flow is fixed,the amount of flow can be changed by the amount of rain fall. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 12:28 p.m. 1 DANA WARREN,M.A.SEGALE, CEDAR CREST MANUFACTURED HOME PARK ' File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 Page 8 FINDINGS, CONCLUSIONS & DECISION Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1. The applicant, Dana Warren for M.A. Segale, Inc., filed requests for approval of a 402 unit mobile home park, a conditional use permit for recreational vehicle parking, and a variance from the side yard setbacks. 2. The yellow file containing the staff report, the State Environmental Policy Act(SEPA)documentation and other pertinent materials were entered into the record as Exhibit No. 1. 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Determination of Non-Significance-Mitigated(DNS-M)for the subject proposal. The applicant has not yet strictly met some of the ERC's conditions. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The site is located southeast of the intersection of NE 3rd Street and Edmonds Avenue NE. The King County shop site is located east of the site. Mt. Olivet cemetery is located west of the site. The Maple Valley Highway is south of the property, below the site's steep southern slopes. 6. The subject site was used extensively over the years as a gravel quarry. 7. The subject site is an L-shaped parcel. The western, north-south leg of the"L" is approximately 3,000 feet long. It varies from approximately 900 feet to 1,300 feet wide. The southern,east-west leg of the "L" (base) is approximately 2,600 feet long. This section is approximately 1,300 feet wide. The parcel is approximately 133.29 acres in area. 8. The topography of the site is very complex as a result of the extensive quarrying efforts that carved out deep pits while leaving steeper sidewalls, as well as-the natural slopes that drop down to the Cedar River(Maple Valley Highway)on the south. The applicant proposes extensive regrading efforts to create level terraces for development while following very specific engineering standards to protect the various slopes. - 9. Two power lines cross the property. One line runs north to south near the west margin of the site. The second line transects the property on a diagonal that runs more or less across the intersection of the two legs of the L-shaped parcel. 10. The site is zoned RM-H(Residential Manufactured Homes)and RC (Resource Conservation). 11. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single family uses, but does not mandate such development without consideration of other policies of the Plan. 12. The applicant proposes developing a park for manufactured housing(mobile homes). The site would contain pads for 402 homes. In addition,there will be a community building and a separate parking lot for recreational vehicles. DANA WARREN,M.A.SEGALE,IN... CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 Page 9 13. The lots would be leased to purchasers. The homes will be manufactured off-site and will be privately owned. Common elements of the site including access roads, landscaping between parcels and along the frontage of internal roadways and in front yards will be installed and maintained by the applicant. The typical lot would be approximately 4,567 square feet in area. 14. The applicant anticipates that approximately 750,000 cubic yards of material will be graded on the site. Approximately 75,000 cubic yards of materials will be imported to the site. The remaining yardage will be redistributed to create level areas for future construction. The applicant will be required to observe a 25 foot setback from the eastern slopes and 40 feet on the western slopes. In addition, strict reporting will be required on the nature and source of fill materials to insure that they are suitably clean and appropriate. 15. The subject site straddles Zones 1 and 2 in the City's Aquifer Protection areas. The presence of the aquifer recharge area dictates strict standards in what fill materials can be imported on the site(see above)as well as the nature of types of uses and materials that can be stored on the site. In addition, because this is a recharge area, all stormwater that lands on the site will be treated and discharged into the soils by infiltration. 16. Water will be collected from the entire site and channeled to detention systems located in Zone 2. One detention system will be located under the powerlines that run diagonally through the center of the site. Another section of the system will be near the northeast corner of the site. Directly west of that system will be another system near the west boundary of the site. 17. The applicant proposes phasing the project over about ten(10)years. There will be four phases. Development will progress from the north to the south and then west to east. The development is divided almost equally in quarters. The community center and recreational vehicle parking component will accompany Phase 1. Phase 1 will include the necessary access road from NE 3rd, the new southern extension of Edmonds Avenue. If the western upright of the "L" were divided into thirds, Phase 1 would be the northern third of the "L." The Community Center will be located at the southwest corner of Phase 1. Phase 1 will contain 100 homes. 18. Phase 1 will also construct what will be the western access road. This roadway is necessary to create a loop roadway that will provide emergency access in the event Edmonds Avenue is blocked. All grading will occur with the development of Phase 1. 19.. Phase 2 will begin approximately two years later. It will also contain 100 homes. It will be in the center of the "L's" upright. 20. Phase 3 will be located at the crook in.the "L" at the southwest corner of the parcel. It will contain somewhat more than 100 homes. 21. The final phrase, Phase 4, will be at the eastern end of the base of the "L." This portion of the site is located south of the King County shop site and transfer station property. It will contain the remaining homes,approximately just under 100 homes. 22. Phases 1 and 2 are primarily single wide units while Phases 3 and 4 will contain a mix of single and double-wide units. Units will be developed at a rate of approximately 5 to 6 units per month. 23. The single units will vary in size from approximately 28 feet wide by between 42 and 66 feet long. The larger units will be approximately 41 feet wide. Each unit will have a two car garage. The units will be brought to the site in two or three sections. DANA WARREN,M.A.SEGALE,IN . CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 Page 10 24. As noted there will be a community building in the northwest corner of the site. The building will be approximately 4,500 square feet. If the variance is approved there will be private open space on each lot. The powerline corridors and detention systems provide relief from the sprawling housing plots. 25. The applicant proposes developing a parking lot for 100 recreational vehicles. The proposed lot would be located west of the Phase 2 section of the property, along the western edge of the site. The parking would be developed under the powerline corridor. The proposed parking lot requires a Conditional Use Permit. 26. An approximately 3,000 square foot landscape maintenance building would be located at the southeast corner of the RV lot. 27. The site is served by the City of Renton which will provide domestic water and sewer service. 28. The site is located within the Renton School District. The development is intended to serve older residents and is not expected to generate a student population. 29. In addition to developing an approximately 500 foot long section of Edmonds Avenue,the applicant will provide an emergency access to the west to Blaine Avenue NE. That roadway provides primary access to Mt. Olivet Cemetery and the Monterey Terrace neighborhood. As proposed that access will be gated and reserved solely for access by emergency vehicles. There seems to be some confusion over what was required by the ERC as to what development standards apply to that portion of Edmonds south of the main entry gate regarding the amount of dedication and nature and timing of } improvements. No permit for development shall be approved until an agreement is executed in writing regarding these issues. 30. Within the complex, all roads will be private. They will be 30 feet wide and 5 foot sidewalks will be provided on one side of these roads. There will be a security gate at the entrance to the complex. 31. The applicant has requested a variance to allow less than the required side yard. The applicant has proposed placing the garages along the side of the residential units. This would create an L-shaped building footprint. The main residence would form the upright of the "L" and the garage would form the lower leg of the"L." The garage would be setback only 3 feet from the property line whereas the code requires a 5 foot minimum setback. What this design does is permit the creation of an approximately 25 foot wide private yard in the crook of the "L." This design would provide an 8 foot separation between units for the 25 foot depth of the garage, but a 28 foot separation for the remaining lot depth. 32. The applicant claims that the loss of developable acreage due to the steep slopes and powerlines does not permit it to separate units as widely if it were required to provide the full five foot setback on each lot. The resulting design would move the garage to the front of each residence, creating a"flatcar" footprint. It would be less creative and while it would provide 10 feet of separation between units it would eliminate the private yard. 33. The lots range in size from approximately 55 feet wide to approximately 85 feet long. 34. The proposed density will be approximately 5.65 units per acre. DANA WARREN,M.A.SEGALE,IN... CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 Page 11 35. The proposed units will have a footprint that covers less than 50 percent of each lot. The RM-H Zone permits 50 percent lot coverage whereas the Mobile Home Park development standards provide for lot coverage of 40 percent. 36. Automated lighting systems with long-life bulbs will be installed and maintained by the applicant to provide on-site lighting. 37. The applicant will be grading the entire site, but development will be phased over approximately ten (10)years. This will leave exposed, raw looking slopes and open spaces. 38. The applicant's proposal is not anticipated to interfere with existing water rights. The proposed recharge system is intended to maintain the existing aquifer recharge. CONCLUSIONS: Mobile Home Park 1. The applicant for a mobile home park must demonstrate that it meets minimum standards and criteria (Section 4-11-5A)enumerated in part below: 4-11-5A1. Site: The minimum site shall be two(2)developable and usable acres. 4-11-5A2. Access: There shall be at least two(2) places of access of which at least one public access must be on a major or secondary street as defined by the City comprehensive arterial and street plan. 4-11-5A3. Screening: A solid wall or view-obscuring fence,hedge or equivalent barrier not less than five feet(5') in height shall be established and maintained around the entire periphery of the park except for openings for driveway and walkway purposes. 4-11-5A4. Permanent Dwelling: The only permanent dwelling allowed on the mobile home park shall be the single family dwelling of the owner or manager. 4-11-5A5. Lot Size: Each mobile home lot shall contain a minimum of three thousand(3,000) square feet,with the length of not less than seventy five feet(75')and the width not less than forty feet(40'). Each lot shall be laid out so as to optimize view, privacy and other amenities. 4-11-5A6. Density: There shall be not more than eight(8) lots per gross acre of the mobile home park. (Ord. 3746,9-19-83) 4-11-5A7. Setbacks: Each lot shall be clearly defined and landscaped. Mobile homes together with any accessory structures, including patios, awnings and related devices shall be located a minimum of ten feet(10')from the front lot line; five feet(5')from side or rear lot lines; and ten feet(10')from another mobile home measured closer than twenty feet(20')to any public street or highway. It shall be illegal to allow or permit any mobile home to remain in the mobile home park unless a proper space is available for it. (Ord. 3902,4-22-85) 4-11-5A8. Lot Coverage: No more than forty percent(40%)of any lot shall be covered by a mobile home and enclosed accessory structures. In addition accessory structures such as carport DANA WARREN,M.A.SEGALE,IN.. CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 Page 12 canopies or patio covers having less than fifty percent(50%)perimeter wall enclosure shall not exceed twenty percent(20%)coverage of any lot. 4-1 1-5A9. On-Site Private Streets, Curbs and Sidewalks: Asphaltic or concrete streets and concrete curbings shall be provided to each lot. The minimum width of streets shall be thirty feet (30'). Concrete sidewalks of at least five feet(5') in width shall be placed along at least one side of each street or located in the back or side of each lot so that there is sidewalk access to all lots. 4-11-5A10. Parking: Each mobile home lot shall have a minimum of two(2)off-street automobile parking spaces. Mobile home parks shall provide screened parking for boats, campers, travel trailers and related devices on a ratio of one space per ten (10) lots, in a secluded portion of the park. 4-11-5A11. Recreation Area: A minimum of ten percent(10%)of the total area of the park shall be reserved and shall be used solely and exclusively for a playground-recreation area. 4-11-5Al2. Illumination: The Public Works Department shall approve a street lighting plan providing sufficient illumination between sunset and sunrise to illuminate adequately the roadways and walkways within a mobile home park. 4-11-5A13. Landscaping: Landscaping shall be provided on both the individual lots and the remainder of the mobile home park site according to individual lots and the remainder of the mobile home park site according to a landscape plan approved by the Hearing Examiner. 4-11-5A13a. Installation: A surety bond of not less than four hundred dollars($400.00)per acre of the mobile home for a maximum of two(2)year period guaranteeing to the City the installation according to the approved landscape plan of walls, fences and landscaping required herein shall be posted prior to the issuance of any permits to construct the park. 4-11-5A14. Public Street Improvements: On or off-site public street improvements.shall conform to the provisions and requirements of the subdivision ordinance, Title 9, Chapter 12. 4-11-5A15. Patio: A-concrete patio on each mobile home lot of not less than one hundred twenty five(125)square feet with a minimum width of eight feet(8')shall be provided. 2. The site, at 133 acres, exceeds the minimum two(2)acres. The site is located adjacent to NE 3rd Street and Edmonds Avenue NE will be extended. Both streets provide the necessary access to a major or secondary street. 3. The topographic separation provided on much of the site makes the provision of a view-obscuring fence superfluous. There would not be much screening affect where severe slopes and the mandated setback already remove from view the interior of the complex. 4. The manufactured homes are not necessarily permanent homes as apparently envisioned by the code. The proposed dwellings are situated on leased lots thereby lacking any sense of permanency; as that term is usually employed. DANA WARREN,M.A.SEGALE, CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 Page 13 5. The parcels all meet or exceed the dimensions required. The layout is appropriate(see variance below) given the proposed density of the complex. In addition,the overall density is 5.65 which meets the requirement that the complex not exceed 8 units per acre. 6. As noted, the applicant has requested a variance but meets the remaining setback distances. 7. The site meets the applicable lot coverage standards. As noted above, the site is governed by two standards and is entitled to meet the less rigid standard. 8. The applicant will be providing the required 30 foot wide internal street system and the required 5 foot wide sidewalk. 9. The provision of two-car garages for each unit meets the standard off-street parking requirements. In addition, the driveway can accommodate additional vehicles if necessary. The requisite recreational vehicle parking(see Conditional Use Permit below) in excess of the requirements will be provided in an appropriate area. 10. The applicant will be providing approximately 7.1 acres for recreation, including the approximately one (1)acre community center site. Staff apparently used net acreage due to the topographical limitations. Other than the community center, most of the recreational opportunities are walking trails and passive areas. 11. The Public Works Department has approved the lighting plan. 12. The applicant has submitted a landscape plan and the ERC required supplemental landscape treatment. In addition, as noted,there does not seem to be an adequate plan to treat the denuded areas of the site that will not be immediately developed. The phasing of development over ten years could leave vast amounts of acreage that will be subject to erosion by wind and water, large amounts of fugitive dust and a generally unsightly visage. Therefore, the applicant will have to hydroseed all portions of the site immediately after grading and all areas shall be mowed, watered and maintained on a regular basis. If any phase lags more than four years after the start of any prior phase,the applicant shall landscape with trees, shrubs and ornamental plantings those areas that are not developed as originally proposed. The applicant will have to post the necessary surety bonds prior to the issuance of any development permits. 13. The applicant has not completed the necessary plans nor received approval of its street improvement plans. The applicant shall develop Edmonds Avenue as required by the City. All plans shall be submitted and approved in writing before any permits for development are issued. 14. The appropriate private patio areas are provided by the proposed plans. 15. There are a number of construction related requirements that will have to be met but those are not necessarily land use provisions for review during this.proceeding. The applicant shall be required to meet all construction standards. Conditional Use Permit for Recreational Vehicle Parking Lot 16. The applicant for a Conditional Use Permit must demonstrate that the use is in the public interest, will not impair the health, safety or welfare of the general public and is in compliance with the criteria found in Section 4-31-36 (C)which provides in part that: a. The proposal generally conforms with the Comprehensive Plan; DANA WARREN,M.A.SEGALE,IN.. CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 Page 14 • b. There is a general community need for the proposed use at the proposed location; c. There will be no undue impacts on adjacent property; d. The proposed use is compatible in scale with the adjacent residential uses, if any; e. Parking, unless otherwise permitted, will not occur in the required yards; f. Traffic and pedestrian circulation will be safe and adequate for the proposed project; g. Noise, light and glare will not cause an adverse affect on neighboring property; • h. Landscaping shall be sufficient to buffer the use from rights-of-way and neighboring property where appropriate; and i. Adequate public services are available to serve the proposal. The requested conditional use appears justified and is approved. 17. The proposed RV parking area is required by Ordinance, although the size of the proposed lot does mandate conditional use review. The mobile home park it serves is in conformance with the Comprehensive Plan. The accessory parking lot is,therefore, appropriate. 18. The senior community that will occupy this development generally seem to use RV's. There is a demand to have the RV parking area conveniently located and appropriately screened. Market surveys demonstrate a need for a RV parking area in senior communities. The placement of the parking area is obviously tied to the overall complex. 19. There does not appear to be any more appropriate location for this lot. While it is separated from the residential complex it could affect the residential community proposed to its west. The applicant does propose screening to offset any visual impacts. 20. The low-rise nature of the vehicles that will be stored on the lot should blend with surrounding uses. There will be no appreciable impact on adjacent uses. 21. Other than the RV parking,there will be no additional parking, accessory uses or utility requirements. 22. The screening proposed will'limit the spill of noise and light off the site to adjoining parcels. Variance from Side Yard Setback 23. Variances may be granted when the property generally satisfies all the conditions described in part below: a. The applicant suffers undue hardship caused by special circumstances such as: the size, shape, topography, or location where code enforcement would deprive the owner of rights and privileges enjoyed by others similarly situated; b. The granting of the variance would not materially harm either the public welfare or other property in the vicinity; DANA WARREN,M.A.SEGALE,In.. CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 -- Page 15 c. The approval will not constitute a special privilege inconsistent with the limitations on other property in the vicinity; and d. The variance is the minimum variance necessary to allow reasonable development of the subject site. The applicant's property appears ripe for the variance requested. 24. The main constraint on normal development of the site is that severe slopes have limited the • developable portions of the site substantially. Given this limitation, the applicant has scaled back the number of units but provided for more open space between units. 25. In addition, the design and layout the applicant has proposed is more aesthetic. It provides more privacy, not less between units, and definitely more reasonable useable space. 26. The terrain separation as well as the substantial setbacks of development from the property line protect the adjoining property and the general welfare from_any material harm. 27. The unique nature of the site would prevent other property from challenging the precedent setting nature of the granting of this variance. The site is quite unique and therefore, approval will not create an undue precedent. - . 28. The variance appears to be the minimum which will achieve the purpose of allowing reasonable ' development of the subject site. 29. In conclusion, the proposed use will create a unique housing complex that will provide additional housing choices to a particular segment of the community and it will do so in a fitting manner and style. DECISION: The Mobile Home Park, Conditional Use for Recreational Vehicle Parking Lot and Variance from Side Yard Setback are approved subject to the following conditions: 1. Applicant compliance with the conditions imposed by the ERC. 2. The applicant shall hydroseed all portions of the site immediately after grading and all areas shall be mowed, watered and maintained. If any phase lags more than four years after the start of any prior phase,the applicant shall landscape with trees, shrubs and ornamental plantings those areas which are not developed as originally proposed. 3. The applicant will have to post the necessary surety bonds for landscape installation and maintenance prior to the issuance of any development permits. 4. No permit for development shall be approved until an agreement is executed in writing regarding the installation, phasing and design criteria for Edmonds Avenue NE. The applicant shall develop DANA WARREN,M.A.SEGALE,IN.. CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 Page 16 • Edmonds Avenue NE as required by the City. All plans shall be submitted and approved in writing before any permits for development are issued. 5. The applicant shall be required to meet all construction standards. 6. Pursuant to Section 4-11-5B1 "No grading, construction or similar activities, except the clearing of land, shall be permitted until the Hearing Examiner has given approval to the final plan." No work shall commence on the site until all conditions have been complied with by the applicant. ORDERED THIS 23rd day of May, 1995. • Yit‘t FRED J. KA IF N HEARING EXAMINER TRANSMITTED THIS 23rd day of May, 1995 to the parties of record: Hugh Caffman James L. Colt Steve Ercolini 3008 SE 5th Street 102 Monterey Place NE 3016 SE 5th Street Renton WA 98008 Renton WA 98056 Renton WA 98058 David Halinen Gary Henderson Jennifer Toth Henning 10500 NE 8th Street, #1900 6240 Tacoma Mall Blvd, #318 Project Manager Bellevue WA 98004 Tacoma WA 98049 City of Renton 200 Mill Avenue South Renton WA 98055 • Lloyd Hoshide Lila Houser Thomas F. McMahon 833 Kirkland Avenue NE 57 Monterey Drive NE c/o Betts Patterson&Mines Renton WA 98056 Renton.WA 98056 1215 4th Avenue, Suite 800 Seattle WA 98161 Mt. Olivet Cemetery Bruce Orff Mr. & Mrs. Richard Petterson do James L. Colt 2930 SE 5th Street T&E Investment PO Box 547 Renton WA 98058 1401 Lincoln Avenue NE Renton WA 98057-0547 Renton WA 98056 Ken Ponder Laurie Pinard Sunrise Land Corporation 2938 SE 5th Street M. A. Segale, Inc. PO Box 98638 Renton WA 98058 PO Box 88050 Seattle WA 98198 Tukwila WA 98138 DANA WARREN,M.A.SEGALE, CEDAR CREST MANUFACTURED HOME PARK File No.: LUA-95-023,CU/V/MHP/ECF May 23, 1995 Page 17 f Dana Warren Neil Watts American Memorial Services M.A. Segale, Inc. Plan Review Supervisor P.O. Box 1745 PO Box 88050 City of Renton Bellevue, WA 98009 Tukwila WA 98138 200 Mill Avenue South Renton, WA 98055 TRANSMITTED THIS 23rd day of May, 1995 to the following: Mayor Earl Clymer Councilman Richard M. Stredicke Members, Renton Planning Commission Gregg Zimmerman, Plan/Bldg/PW Administrator Art Larson, Fire Marshal Jim Hanson, Development Services Manager Lawrence J. Warren, City Attorney Mike Kattermann, Technical Services Manager Transportation Systems Division James Chandler, Building Official Utilities System Division Jay Covington, Mayor's Executive Assistant Valley Daily News Pursuant to Title IV, Chapter 8, Section 15 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m.,June 6, 1995. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 16, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the_land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. , The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. • • • SOIUIFuar 'r;•.is .... 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SEP 1 1 .2000 c/o Stoneway Concrete 1915 Maple Valley Highway RECEIVED Renton,Washington 98055 Attention: Don Merlino and Gary Merlino We are pleased to submit 14 copies of our Geotechnical Report, Special Study, Proposed "Liberty Ridge" Residential Subdivision Development, Renton, Washington. Our services were conducted in general accordance with the scope described in our confirming agreement dated June 2,2000. • We appreciate the opportunity to be of service to you on this project. Please contact us if you have any questions regarding our findings and report. Respectfully submitted, GeoEngineers,Inc. • -- : Jon W.Koloski Principal i-" EAH:JWK:wd:ja P:\00\finals\829600100Rdoc File No. 8296-001-00 • GeoEngineers,Inc. 8410 154th Avenue N.E. Redmond,WA 98052 Telephone(425)861-6000 Fax(425)861-6050 • www.geoengineers.com Printed on recycled paper. CONTENTS J d — Page No. INTRODUCTION 1 SURFACE CONDITIONS 2 GENERAL 2 ON-SITE UTILITIES 2 TOPOGRAPHY 3 VEGETATION 3 GEOLOGIC HAZARDS 4 GENERAL 4 RESPONSES TO CITY OF RENTON REPORT PREPARATION/CONTENT REQUIREMENT CATEGORIES 5 1. Characterization of geology. 5 GENERAL GEOLOGIC CONDITIONS 5 SOIL CONDITIONS 7 SURFACE WATER CONDITIONS 7 GROUND WATER CONDITIONS 8 2. Description and depiction of all natural and man-made features within 150 feet of the site boundary. 8 3. Identification of any areas that have previously been disturbed or degraded by human 4' activity or natural processes. 8 MINING HISTORY 8 NATURAL PROCESSES 9 4. Characterization of ground water conditions including the presence of any public or private wells within one-quarter mile of the site. 9 GROUND WATER CONDITIONS 9 WELLS 9 5. Site evaluation review of available information regarding the site. 10 6. Surface reconnaissance of the site and adjacent areas. 11 7. Subsurface exploration of soils and hydrologic conditions. 11 8. Slope Stability Analysis 11 9. Principles of erosion control in proposal design 12 10. Evaluation of site response and liquefaction potential relative to the proposed development 13 11. Sufficient subsurface exploration to provide a site coefficient(S)for use in the Uniform Building Code to the satisfaction of the Building Official. 13 12. Calculation of tilts and strains, and determination of appropriate design values for the building site. 14 13. Review of available geologic hazard maps. . . 14 14. Inspection, review and documentation of any possible mine openings . . . 14 15. Utilization of test pits to investigatio ncoal mine waste dumps and other shallow hazards 14 16. Analysis of proposed clearing, grading and construction activities. . . 15 17. Proposed mitigation measures. . . 15 { G e o E n g i n e e r s i File No.8296-001-00-1140\0090700 CONTENTS (continued) Pane No. CONCLUSIONS AND RECOMMENDATIONS 16 GENERAL 16 EARTHWORK 16 Stripping 16 STRUCTURAL FILL 17 SUITABILITY OF ON-SITE MATERIALS AS FILL 17 SETBACKS 18 Fill Setback 18 Building Setbacks 18 Slopes near the Base of the Power Transmission Line Tower and Related Building Setbacks 19 CUT SLOPES AT THE TOP OF THE SOUTH BLUFF 19 TEMPORARY AND PERMANENT CUT AND FILL SLOPES 19 BUILDING FOUNDATIONS 20 PAVEMENT 21 RETAINING WALLS 21 UNDERGROUND UTILITIES 21 Shoring 21 Backfill 22 CONSTRUCTION OBSERVATIONS 22 RISK STATEMENT 22 LIMITATIONS 22 FIGURES Figure No. VICINITY MAP 1 SITE PLAN 2 OVERLAY RMC LANDSLIDE HAZARD MAP ON ACTUAL TOPOGRAPHY 3 OVERLAY RMC EROSION HAZARD MAP ON ACTUAL TOPOGRAPHY 4 RMC SEISMIC HAZARD AREAS OVERLAY 5 ROCKERY DETAIL 6 ROCKERY CONSTRUCTION GUIDE 7 APPENDIX A EXPLORATION LOGS r, G e o E n g i n e e r s 11 File No.8296-001-00-1140\0090700 - GEOTECHNICAL REPORT SPECIAL STUDY PROPOSED "LIBERTY RIDGE" RESIDENTIAL SUBDIVISION DEVELOPMENT RENTON, WASHINGTON FOR LIBERTY RIDGE L.L.C. INTRODUCTION This report was prepared for Liberty Ridge L.L.C. and presents the results of our geotechnical consultation services for the proposed Liberty Ridge single-family residential subdivision development in Renton, Washington. The subject property is located north of Renton-Maple Valley Road (SR169), south of NE 3`d/4`1' Street and east of Edmonds Avenue in Renton, Washington as shown on the Vicinity Map,Figure 1. ^' This report is intended to satisfy the requirements of City of Renton Title IV, Chapter 8 and of City of Renton Ordinance No. 4835 as a geotechnical "Special Study" for critical areas. A critical area study is required for the proposed development on the subject property because portions of the property are categorized as geologically hazardous areas (erosion, seismic, and landslide hazard areas) under applicable Renton ordinances. We have prepared a separate supplemental report to support requests for various "modifications" pursuant -to Renton regulations to qualify for exceptions to prohibitions on developing portions of the property within certain of these critical areas. Our understanding of the project is based on numerous discussions and meetings with the project design team, which includes Triad Associates, the project engineers; Halinen Law Offices, P.S., Liberty Ridge L.L.C.'s attorney; and Ringel & Associates, P.A., the project surveyors. Preliminary project details have also been discussed with City of Renton officials (Jennifer Henning and Neil Watts, P.E. of the City's Development Services Division) during a meeting with them and design team members on May 2, 2000. We have also been provided copies of preliminary plat drawings by Triad Associates and survey drawings by Ringel & Associates. The drawings and maps include information compiled from others and information developed specifically for this project. Based on the information provided to us, we understand that the proposed Liberty Ridge subdivision development will be constructed within the approximately 90-acre, R-10-zoned upper portion of the subject property. Overall the subject property encompasses about 108 acres and is the site of a former gravel pit. The proposed development will consist of 436 residential lots and related infrastructure. The construction is planned in as many as seven phases. We also understand that Liberty Ridge L.L.C. intends to secure the preliminary plat approval and will sell or exchange its interest in the subject property in phases over time. The construction will be arranged by the subsequent owners. We understand that site development will include grading activities for the building lots, roadways and utilities and for construction of retaining walls and residential buildings. We also understand that the City of Renton has installed certain sanitary sewer lines through the subject G e o E n g i n e e r s 1 File No.8296-001-00-1140\090700 property during the 1990s. The property and existing site features are depicted on the Site Plan, Figure 2. - SURFACE CONDITIONS GENERAL The project site is located above and north of the Cedar River Valley, as shown in Figure 1. The Liberty Ridge property consists of 108 acres, most of which is situated within a former gravel pit. This pit site was mined over several decades by numerous operators. A bluff created by past mining, together with a south-facing native slope, separate the valley floor from the proposed development area. The top of this bluff will essentially be the southern border of the proposed residential lots, but the south boundary of the Liberty Ridge property is generally near the base of the south-facing slope. The subject property is roughly L—shaped; one leg is oriented north-south, and the other leg is oriented east-west. The property geometry and proposed development layout are shown on the Site Plan,Figure 2. The existing Maplewood Division 1 residential community is located on the valley floor southeast of the proposed development. An area of undeveloped property separates the Liberty /I Ridge property and the Maplewood Division 1. SR169 is located on the valley floor south of Maplewood Division 1 and the southwestern portion of the Liberty Ridge property. This road was widened in 1971/72,resulting in excavation of discontinuous precipitous cut slopes along the J base of portions of the bluff slope abutting the property. The Mount Olivet Cemetery is located west of the northern leg of the subject property. The La Colina residential subdivision, which was constructed in 1999 and early 2000, is located west of the "outer elbow" of the subject property and south of Mount Olivet Cemetery. Both the Maplewood residential community and the cemetery are more than 40 years old. NE 31d/4t Street forms the north boundary of the property. A King County transfer station and a King County maintenance shop are located 'I northeast of the property. A mini-storage facility is planned for the undeveloped site south of NE 3rd/4t' Street and east of the Liberty Ridge north leg extension. Undeveloped King County property lies to the east of the eastern leg of the Liberty Ridge property. The approximate locations of these adjacent off-site features are depicted in Figure 2. ON-SITE UTILITIES Two powerline transmission easements cross the Liberty Ridge property. One is 200 feet wide and extends roughly north to south along the western side of the property. The other is 150 feet wide and crosses diagonally generally through the center of the site from near the southwest corner, extending northeast. We understand that the City of Renton has installed a sanitary sewer line that runs east-west parallel to, and about 100 feet north of,the crest of the bluff along the east half of the Liberty Ridge property. This sewer line is intersected by another sewer line that runs roughly north-south through the middle of the site and is connected via a directional-drilled pipeline beneath the bluff to the trunk sewer located near SR169. The approximate locations of these existing on-site utilities are shown in Figure 2. '�f G e o E n g i n e e r s 2 File No.8296-001-00-1140\090700 -i a ` TOPOGRAPHY The Liberty Ridge project area generally declines in elevation from north to south. The overall relief is about 265 feet,ranging from the highest point of about Elevation 330 feet(City of Renton datum)near the northeast property corner to about Elevation 85 along the south boundary. SR169 is at about Elevation 65 feet on the Cedar River valley floor. The site topography is indicated in Figure 2. The topographic data supplied to us, together with our direct observations, indicates that mining of the site created a series of relatively flat excavated benches separated by excavated slopes. Cut slopes descend from the original upland surface to the previously mined pit floor around the west, north and east edges of the-proposed development area'of the property. These slopes are inclined at about 1 H:1 V (horizontal to vertical) to 2.5H:1 V. The pit floor generally slopes gently down to the northwest. The south margin of the pit floor extends to a bluff that forms the south edge of the proposed development area. Some small soil stockpiles remain on the pit floor from the mining activities. Also on the pit floor are some stormwater detention ponds. The average slope across the pit floor ranges from about 2 to 7 percent. The bluff at the south edge of the pit floor.was also excavated in connection with the past mining. Prior to mining, the west portion of the bluff was immediately adjacent to SR169, but now the crest of the bluff in that area is about 400 feet further north. The upper portion of the mined bluff slope is inclined at about 0.5H:1V. The lower portion of the bluff slope and the native slope to the east are inclined at about 2H or 2.5H:1V. Along the very top edge of roughly the east half of the south slope is a mound of soil material that remains from the mining,period. The mound height varies from a few feet to 30 feet above the proposed development surface. VEGETATION Vegetation at the Liberty Ridge property varies, depending on topography and previous land uses. The original upland and mined areas are generally vegetated with grass, brush and scattered -- small deciduous trees. Areas of denser vegetation consisting of heavy underbrush and scattered larger trees occur along the margins of the mined area. Vegetation is generally well established along the entire bluff and southern native slope, except the near-surface excavated bluff slope face is generally devoid of vegetation. Where the south slope has not been altered by mining,the vegetation consists of native deciduous and coniferous trees, most of which are quite large. The conifers are commonly about 2-foot-diameter at breast height (dbh). The larger deciduous trees are typically maples and alders that are at least 2 feet dbh. Smaller maples and alders are scattered throughout the slope. Ground cover consists of low brush and blackberry vines. We understand that a tree survey has been completed and that some trees are planned to be removed in the vicinity of Lot 97, Lots 272 and 273 and adjacent open space, Lots 345 and 346, and Lots 350 through 356. In general,the conifer tree trunks on the south slope are erect and straight,which is indicative of stable ground conditions during the life of the trees. A few trees exhibit modest"butt bow," a distortion of the tree trunk that demonstrates slight movement of surficial soils, as is expected on 1 G e o E n g i n e e r s 3 File No.8296-001-00-1140\090700 1 steep slopes. The deciduous trees are commonly leaning, but do not exhibit chaotic disorientation that would imply unstable slope conditions. �I! GEOLOGIC HAZARDS GENERAL } Some of the southern portion of the Liberty Ridge property is identified by the City of Renton as a Critical Area because it contains steep slopes and landslide and erosion hazards as shown on the Renton Municipal Code hazards maps in Ordinance 4835 and as classified in subsections B.2 through B.7 of the same ordinance. These City of Renton hazard maps are dated March 16, 2000. City of Renton Geologic hazard regulations apply_to all nonexempt activities on sites containing, j' occurring or within 50 feet of,critical areas. GeoEngineers provided consultation to the City of Renton in the early 1990s relative to developing the criteria and maps for geologically,hazardous areas. Therefore, we had access to AutoCAD files of these hazard maps. We compared our files with the maps in Ordinance 4835 to make sure they were still viable. No differences between our files and the published maps were noted. We superimposed each of the hazard maps over the Liberty Ridge preliminary site plan to determine where the published hazard areas occur on the property. The overlays for landslide, • erosion, and seismic hazards are shown in Figures 3 through 5. From these overlays one can clearly see that the some of the City of Renton hazard areas no longer exist for the existing site conditions. Also depicted in Figures 3 and 4 is our interpretation of the actual areas where 1J r landslide hazards (Figure 3) and erosion hazards (Figure 4) exist on the Liberty Ridge property, _ based based on the criteria set forth in the RMC (Renton Municipal Code). RMC 4-11-190 classifies "Protected Slopes" as being greater than 15 feet high. However, we have used a 10-foot high criteria in our analysis of actual landslide hazard and erosion hazard areas. Our interpretation of the actual landslide hazard and erosion hazard areas is also depicted in Figures 3 and 4. . GeoEngineers 4 File No.8296-001-00-1140\090700 1 RESPONSES TO CITY OF RENTON REPORT PREPARATION/CONTENT REQUIREMENT CATEGORIES I. Characterization of geology. GENERAL GEOLOGIC CONDITIONS Geologic conditions at the Liberty Ridge property were evaluated by reviewing published ti and unpublished information (i.e., both in-house and outside reports) and by application of our experience in the project area. The previous subsurface explorations and the soil exposures along the cut slopes and the bluff face provide for a good general understanding of r. the local geologic history. Logs of the explorations reviewed are presented in Appendix A. Subsurface conditions are described in the Subsurface Soil Conditions section below. The property is located at the southern margin of a broad glacial outwash plain that overlies preglacial bedrock hill-valley terrain. The geologic materials in and near the project area include Tertiary bedrock, and overlying Pleistocene glacial and interglacial soils. The modem Cedar River valley was eroded after the last glacial ice disappeared from this area. The alluvium that underlies the valley floor is relatively recent. The Tertiary bedrock includes Eocene and/or Oligocene sedimentary rocks consisting of interbedded sandstone and siltstone and some volcanics with scattered coal seams. The bedrock is structurally deformed by folding and faulting, this structural deformation likely occurred tens of millions of years ago. Soils in the area generally consist of fine to coarse- grained recessional and advance outwash over older pre-Vashon glacial and inter-glacial deposits. These deposits have been modified by weathering and erosion since the last glaciation.'A surficial layer of topsoil has formed over the native soil deposits. Several episodes of regional glaciation have occurred in the Puget Sound basin. The ice advances were separated by periods in which climatic conditions were similar to modern-day conditions. Each ice advance was accompanied by deposition and erosion, both directly by the ice and by streams that discharge from the advancing and retreating ice front. The glaciers reached a maximum thickness of several thousand feet in this area and each ice advance thoroughly consolidated the previous glacial and interglacial sediments. y__ I At the Liberty Ridge property, at least two glacial episodes are evident from the exposed soils and in various explorations. The most recent advance is called the Vashon glaciation; this glacial ice disappeared from this area about 13,500 years ago. The Vashon glacier, post- ` glacial erosion and deposition, and recent mining are responsible for the dominant features of the present topography of the property. The bluff and native slope along the south edge of the development area are formed primarily in pre-Vashon deposits consisting of very dense interbedded gravelly sand and sandy silt. The proposed development area of the property and the surrounding upland surface are directly underlain by loose to dense sand and gravel outwash deposited by streams flowing from the melting Vashon ice. It is this outwash material that was previously mined from the upland area of the property. G e o E n g i n e e r s 5 File No.8296-001-00-1140\090700 Active slope retreat processes include only surficial mechanisms. These occur as soil creep in the forested areas and as thin surficial soil falls, debris avalanches and direct rainfall erosion in devegetated, oversteepened locations. We have observed no evidence of deep- / `� seated block or slump failures on the site. Building setbacks from the bluff crest, discussed on page 18, were developed from analysis performed for the investigation described in our report dated March 7, 1994(see Category 5). The recessional outwash at the property is characterized as discontinuous layers of unconsolidated loose to medium dense sand and gravel deposited by meltwater from the most recent retreating glacier (Vashon stage of the Fraser glaciation). Based on the geometry of the recessional deposits in the property, the sand and gravel deposits in this area were likely deposited in or adjacent to a glacial outwash channel. The recessional sand and gravel contain minor amounts of silt and has a moderate to high permeability. Within the mined , area,most of the recessional material has been removed. However, it remains in the pit walls - and adjacent areas. Glacial till, commonly referred to as "hard pan," consists of very dense silty sand with 1 variable amounts of gravel, cobbles and boulders. The till is deposited at the base of the glacial ice as it over-rides the underlying sediments. Till typically has a low permeability. Glacial till is reported to occur along the west margin of the property and covers most of the -' upland area to the north. Till is exposed in the west portion of the bluff face. Isolated areas of weathered till have been observed in the bluff area between Elevations 200 and 220 near the center of the property and Elevations 230 and 280 in the east portions of the property. The outwash stream may have eroded or removed the Vashon till in portions of the property; other till deposits may have been removed by mining. Within the Liberty Ridge property area, Vashon advance outwash underlies the recessional deposits. The advance outwash generally consists of dense to very dense fine to medium sand with a variable gravel content and a trace of silt. Localized lenses of silty sand, sandy silt and clayey silt occur within the advance sediments. The Vashon advance sand typically has a low vertical permeability and is moderately permeable in a generally horizontal direction. Variations in fines/gravel content and density may result in local perched or concentrated ground water conditions. Pre-Vashon glaciofluvial and/or interglacial silty sand, sandy silt and clayey silt underlie the Vashon advance sediments. These undifferentiated pre-Vashon deposits are exposed along the lower portion of the southern bluff. These soils generally consist of older glacial outwash and till,and interbedded silt, silty sand and fine sand. These older soils are glacially consolidated and have a very low permeability. Tertiary bedrock material is exposed along the east portion of the lower southern bluff. The bedrock material consists of arkosic sandstone, shale and mudstone and dips to the east ti at approximately 20 degrees. No coal is visible in the local exposures, but extensive coal mining has occurred in this geographic area. G e o E n g i n e e r s 6 File No.8296-001-00-1140\090700 1 4 SOIL CONDITIONS Soil conditions at the property were evaluated by reviewing the existing logs from 21 test r'- pits and 8 borings. The test pits were excavated in 1994 to depths of 6 to 20 feet below the existing ground surface. The borings were completed in 1988 to depths of 25 to 99 feet below the existing ground surface. The approximate locations of the explorations are shown on the Site Plan,Figure 2. The test pit and boring logs are presented in Appendix A. As noted previously, soils at the property consist of Vashon recessional glacial outwash, erosional remnants of Vashon glacial till and Vashon advance outwash which overly older interglacial and glacial soils and Tertiary bedrock. The soils encountered in the test pits consist primarily of medium dense to dense Vashon advance sand with a variable silt content and localized variations in the gravel content. Localized and discontinuous lenses of silt and silty sand were frequently encountered in the test pits. The lenses ranged from a few inches to a foot or more in thickness. Ground water was typically perched on the silt lenses. Sandy fine gravel with a trace of silt was encountered in test pit TP-3 from the ground surface to a depth of about 7 feet, where it is underlain by sand with a trace of silt. Sandy fine gravel and gravel with a trace of sand was encountered in test pits TP-15 through TP-17 to the full depths of the excavations. Significant ground water flow was observed in the gravel units at depths of about 6 to 8 feet. Older interglacial soils were encountered in the central portion of the property. Partially cemented silty fine sand over hard silt with clay was encountered below the advance sands in test pits TP-8 and TP-9. The silty sand was encountered at depths from 11 to 16 feet. Very stiff silt with clay was encountered in test pit TP-21at a depth of about 3 feet and extended to 7 feet,where it is underlain by very stiff sandy silt. The borings encountered approximately 75 feet of Vashon advance outwash soils, mostly sand. Below the advance sand, glaciofluvial and interglacial silty sand, silt and clayey silt were encountered. Borings B-4 and B-5 encountered lenses of silty sand, sandy silt and clay at depths of 18.5 and 25.5 feet. SURFACE WATER CONDITIONS Prior to any mining, the northern upland portion of the Liberty Ridge property, together with the surrounding upland, drained to the northwest. Approximately the southern 1/4 of the i I fi; mined area and the adjacent area along the crest of the Cedar River valley wall drained to the south. The exact pre-mining ground configuration is not clear on the maps of that period. After completion of the mining, all of the mined area drains to the northwest except for a narrow band along the extreme southern margin of the mine. The unmined areas along the south slope, of course still drain south. The proposed Liberty Ridge development area drains north-northwest. Minor localized surface water flow on the former pit floor is directed through stormwater control facilities. The source of that water is direct rainfall plus some seepage that emerges from the base of the surrounding mined slopes. It appears that the majority of surface water in the area infiltrates to the ground water system as described below. We observed no G e o E n g i n e e r s 7 File No.8296-001-00-1140\090700 { evidence of surface flow on the adjacent upland properties except the northwest-flowing outlet stream from the mining period, and none is reported in our review of previous reports by others. We also did not observe any evidence of significant surface water flow over the south bluff or native slope area. GROUND WATER CONDITIONS Ground water seepage was encountered in most of the test pits excavated during previous { investigations. The seepage ranged from very slight to significant. The small zones of perched ground water seepage on silty lenses was generally slight to moderate. The ground water seepage in the gravel units was significant. Seepage does emerge east of the proposed 1 development area near the base of the bluff and in the northeast corner of the development area near the base of the mined slope in the vicinity of Lots 67 through 78. Additional details pertaining to "ground water" are discussed in Category 4. 2. Description and depiction of all natural and man-made features within 150 feet of the site boundary. Please refer to the Surface Conditions section,which begins on page 2. 3. Identification of any areas that have previously been disturbed or degraded by human activity or natural processes. MINING HISTORY i.._- Based on our review of aerial photos and knowledge of the site, the property and the adjacent property to the east-northeast have been extensively mined for sand and gravel. The mining period extended from prior to 1960 to the late 1980s. The sand and gravel was removed from the subject property by truck export. The trucks entered and exited the northwest property corner off of NE 3rd/4th Street and from SR169 at the south edge of the project. The truck loading area along SR169 began as a very small bench about the size of a small city lot, located immediately adjacent to that road at the extreme west edge of Maplewood Division 1. This excavation and loading area eventually expanded to cover more than 10 acres immediately north of SR169 and Maplewood Division 1. A portion of the excavation from the east leg of the Liberty Ridge proposed development area was also exported via this route. The point of ingress/exit in this area remains today as an overgrown and gated driveway. Traces of three topographic trenches remain where material was pushed over the bluff by bulldozers. Minor road grading has occurred on the property and a network of trails and paths occur throughout the ProPert ySome remnant irregular topography, , including excavated benches, slopes and stockpile mounds remain in places in the upland area of the property. The remains of several sediment ponds related to the mining process are located on the upland development area and the valley floor. G e o E n g i n e e r s 8 File No.8296-001-00-1140\090700 yam, NATURAL PROCESSES Active slope retreat processes include only surficial mechanisms at the Liberty Ridge property. These occur as soil creep in the forested areas and as thin surficial soil falls, debris avalanches and direct rainfall erosion in devegetated, oversteepened locations. We have. observed no evidence of deep-seated block or slump failures on the property. 4. Characterization of ground water conditions including the presence of any public or private wells within one-quarter mile of the site. • GROUND WATER CONDITIONS We observed water seepage in low points and in the topographic basin located in the northwest portion of the property. The water seepage appears to originate from a perched sandy silt lens within the hillside slope. Seepage and surface water flow is collected in a drop-structure located near the center of the basin and discharged to the pond/drainage channel located in the northwest corner of the property. We observed no significant ground,water seepage on the bluff face and none is reported ivs in previous studies, although we have observed some seepage outside the development area. The test pit and boring log information show that the top of the low-permeable soils typically s occurs at lower elevations in the upland area than those that are exposed in the bluff face. This suggests that the dominant ground water flow direction is northward, away from the bluff, and explains why there is little emergence of seepage along the bluff face. Ground water flow patterns have both vertical and horizontal components. The primary vertical component of flow is downward percolation through the recessional outwash and till, where present, and into the advance outwash aquifer. Some portion of the ground water - '� likely infiltrates through the underlying silty sediments and to deeper pre-Vashon or bedrock aquifer systems. The recharge to the overall aquifer system is by direct precipitation and infiltration over the entire upland area. Under existing conditions, precipitation that falls on the property rapidly infiltrates into the granular soils and recharges the aquifer systems. The horizontal ground water flow pattern is controlled by less permeable or confining zones within and/or below the aquifer,the direction of dip or slope of the confining surfaces, hydraulic head, and both the regional and local topography. As previously discussed, the projected surface slope of the glaciofluvial/interglacial sediments appears to be to the northwest. Infiltrated water or ground water in this area would flow to the northwest, at least locally. WELLS We have reviewed records from the Department of Ecology for all wells within 1/4 mile of the site. The records indicate that 13 wells have been installed, of which 10 have since been abandoned. The remaining 3 wells monitor water levels or vapors. G e o E n g i n e e r s 9 File No.8296-001-00-1140\090700 From our records, we know that additional monitoring wells exist within Maplewood Division 1 located southeast of the project site. 5. Site evaluation review of available information regarding the site. GeoEngineers and others previously completed geologic, geotechnical and hydrogeologic studies for the project site and adjacent areas. Some of these previous evaluations included subsurface explorations. The relevant data from these studies was used in preparation of this report. Our evaluation of existing site conditions and future bluff stability is based on analysis of current and past conditions. Past conditions include geologic history of the property and changes resulting from previous mining and adjacent land development activities. Future conditions are those that will result from the proposed development and from natural processes. As part of our previous and current work concerning the property, we reviewed aerial ti photographs of the property taken in 1936, 1946, 1960, 1968, 1974, 1977, 1985 and 1999. These photographs illustrate changes in vegetation and bluff conditions together with changes in regional land use. Conditions along the subject bluff were also compared on topographic maps dated 1962 and recent site surveys prepared by surveyors for La Pianta Limited Partnership and by Ringel and Associates. Geologic maps of the area have been compiled by various agencies and consultants. These maps help to (1) define the character and description of geologic units, (2) correlate surface exposure with regional stratigraphy, and(3) define the physical properties of specific soil units. The maps are included within the references cited below. Our analysis of bluff stability includes constructing several cross sections, which are in turn examined using XSTABL computer analyses and involving the soil and geologic properties described above. This report summarizes our observations and conclusions; the details of our analyses are maintained in our files. A review of the following available literature was completed as a part of this study. The results of this literature review, as pertinent to this study, are included where appropriate herein. GeoEngineers, Inc., February 6, 1981, Report of Consultation, Edwards Pit Hydrology, Renton,Washington,for M.A. Segale,Inc. GeoEngineers, Inc., April 16, 1986, Supplemental Report, Edwards Pit Hydrology and Reclamation,Renton,Washington,for Metro Sand and Gravel,Inc. GeoEngineers,Inc., 1992,DRAFT Report and Maps re: Critical Areas for City of Renton. GeoEngineers, Inc., March 7, 1994, Report Geotechnical Services, Top of Slope Setback, Proposed Manufactured Home Park, Renton, Washington, for M.A. Segale Inc., and AnMarCo. 1 1 GeoEngineers 10 File No.8296-001-00-1140\090700 GeoEngineers. Inc., October 24, 1994, Report, Hydrogeologic and Geotechnical Services, Proposed Residential Development, Renton, Washington,for M.A. Segale,Inc. GeoEngineers, Inc., April 5, 1995, Report Addendum, Hydrogeologic and Geotechnical Services, Infiltration Ponds/Slope Stability Impacts, Cedar Crest Manufactured Home Community, Renton. Washington, for M.A. Segale inc. GeoEngineers. Inc., June 27, 1996, Report, Geologic and Geotechnical Services, La Colina Residential Development,Renton, Washington. for AnMarCo. GeoEngineers. Inc., March 4, 1999, Report, Geotechnical Consultation, Cedar Crest Manufactured Home Community, Renton, Washington, for Segale Business Park. Golder Associates, Inc., January 11, 1988. Report to Centron, Preliminary Hydrogeologic- Geotechnical study, McMahon property, Renton, Washington. Golder Associates, Inc., October 19, 1993, Report to RH2 Engineering, P.S., Geotechnical Engineering Study for East Renton Interceptor, City of Renton, Washington. King County, Washington, 1990, Sensitive Areas Map Folio. Koloski, J.W., Schwarz, S.D., and Tubbs, D.W., 1989, "Geotechnical Properties of Geologic r Materials" in Engineering Geology in Washington,Vol. I. Mullineaux, D.R., 1965, Geologic Map of the Renton Quadrangle, King County, 71, Washington: U.S. Geological Survey map GQ-405: scale 1:24,000. U.S. Geological Survey, 1949, photorevised 1968 and 1973, Renton Quadrangle, topographic quadrangle map: scale 1:24,000. Walker and Associates, Inc., Aerial photographs of the site for the years 1936, 1946, 1960, 1968, 1974, 1977, 1985 and 1999. 6. Surface reconnaissance of the site and adjacent areas. Please refer to the Surface Conditions section,which begins on page 2, above, for details. 7. Subsurface exploration of soils and hydrologic conditions. Please refer to the Soil Conditions subsection (page 7) in Category 1,which begins on page 5; and refer to Category 4 on page 9. 8. Slope Stability Analysis. In general, the native soils at the property consist of medium dense to dense recessional outwash overlying very dense glacially consolidated sediments and bedrock. All of these materials appear to be stable in their existing condition. The undisturbed glacially consolidated soils at the site have high strengths and are generally stable at 3/4H:1 V slopes and flatter. Most of the recessional outwash within the project site was removed by past mining. Recessional outwash remains in the excavated slopes that surround the northern GeoEngineers 11 File No.8296-001-00-1140\090700 l .� portion of the development area. The high-strength glacially consolidated soils noted underlie the former pit floor and form the excavated south bluff and south native slope. At the property, active slope retreat processes include only surficial mechanisms. These occur as soil creep in the forested areas and as raveling, thin surficial sloughs, debris avalanches and direct rainfall erosion in devegetated, oversteepened locations. We observed no evidence of deep-seated block or slump failures on the property. Weathering, erosion, and the resulting surficial sloughing and shallow landsliding are natural processes that affect steep slope areas. Instability of this nature is typically confined to the upper weathered or disturbed zone, which has lower strength properties than the underlying in-place soils. Significant weathering typically occurs in the upper 2 to 3 feet and is the result of oxidation, root penetration, wet/dry cycles, and freeze/thaw cycles. The actual depth of weathering also,varies depending on geomorphic features such as topography, local ry slope steepness,shape, and drainage. Erosion in steep slope areas can be reduced and/or managed through proper design and construction of the development. This includes proper drainage control and/or retention/catchment systems and vegetation management. Erosion control recommendations are provided in Category 9 and retention/catchment recommendations are provided in the Conclusions and Recommendations Section. We evaluated the slope stability of the south bluff area. We expect future bluff retreat to occur by processes similar to those now in evidence. We expect that minor, discontinuous, episodic surficial failures could occur at any location along the bluff crest. These would generally be related to extreme storm events or to uncontrolled releases of surface water over r >. the bluff crest. The type of failures expected will typically be a few feet to a few tens of feet in length and 1 to 5 feet thick measured gt perpendicular to the slope face. Our recommendations relative to setbacks are presented in the Conclusions and Recommendations section. We recommend that any fill placed to raise building pads along the top of the bluff be placed as structural fill (specifications are presented in a subsequent section of this report). The fill must be keyed into undisturbed dense native soils and the outboard slope of the embankment should be no steeper than about 2H:1V. Erosion protection must be provided. These recommendations are not intended to be design recommendations, but are assumed in our evaluation. 9. Principles of erosion control in proposal design. Temporary (i.e., during construction) and permanent erosion and sediment control (ESC) measures should be implemented to minimize transport of sediment off of the Liberty Ridge property. The potential sources and causes of erosion depend on many factors including construction methods, ground configuration, soil type, construction sequencing, and weather and postconstruction land use and maintenance. Areas disturbed as a result of earthwork G e o E n g i n e e r s 12 File No.8296-001-00-1140\090700 activities should be temporarily protected from erosion and raveling. The following are some preventative ESC measures that we recommend be implemented: • Minimization of the area of site disturbance by only exposing/constructing a few acres at any one time so that the erosion control can be effectively managed. • Grading to avoid concentration of surface runoff onto or off of cut or fill slopes and natural slopes • Provision of measures to intercept mobilized sediment. • Protection of finished slopes with matting and hydroseeding immediately upon completion ' - • Reestablishment of ground cover and vegetation as soon as possible in landscape areas The specific ESC measures utilized should be in accordance with applicable City regulations. ESC measures can also consist of surface water filters constructed of silt fence or rock check dams, ditches or other drainage systems to remove surface water from areas of high erodibility, or straw mulch or woven mesh placed on the surface to decrease surface sediment transport. Disturbed areas should be revegetated as soon as possible following construction to reduce the long-term potential for erosion. Silt fences and/or other appropriate measures should be installed to prevent migrating silt. t_ In areas where temporary cut slopes will be left in place for later construction of retaining structures, a greater amount of erosion control may be needed. If these slopes will be exposed during late fall to spring, an erosion-resistant cover should be placed. Jute mats or other r-- appropriate matting should be staked on these slopes to help reduce the risk of erosion. These slopes should also be hydroseeded. The hydroseed mix should include a tacifier to increase adhesion between the hydroseed mixture and the native soils. Maintenance of both temporary and permanent ESC measures will be essential. 10. Evaluation of site response and liquefaction potential relative to the proposed development. Table 18 of RMC 4-8-120.D indicates that this category is required only for seismic hazards. A seismic hazard does not exist at or near the proposed development portion of the property. Therefore,this category does not apply. 11. Sufficient subsurface exploration to provide a site coefficient (S) for use in the Uniform Building Code to the satisfaction of the Building Official. Table 18 of RMC 4-8-120.D indicates that category t this category is required only for seismic hazards. A seismic hazard does not exist at or near the proposed development portion of the property. Therefore,this category does not apply. II G e o E n g i n e e r s 13 File No.8296-001-00-1140\090700 H12. Calculation of tilts and strains, and determination of appropriate design values for the building site. Table 18 of RMC 4-8-120.D indicates that this category is required only for coal mine hazards. Coal mine hazards do not exist at or near the property. Therefore, this category does not apply. Furthermore,this category could apply to seismic hazard areas (although not marked in Table 18 to be addressed) but since a seismic hazard does not exist in or near the proposed development portion of the property this category does not apply. 13. Review of available geologic hazard maps, mine maps, mine hazard maps, and air photographs to identify any subsidence features or mine hazards including, but not limited to, surface depressions, sinkholes, mine shafts, mine entries, coal mine waste dumps, and any indication of combustion in underground workings or coal mine waste dumps that are present on or within on hundred feet (100') of the property. Table 18 of RMC 4-8-120.D indicates that this category is required only for coal mine hazards. We have reviewed the applicable maps and publications. We find that coal mine hazards do not exist at or near the property. Therefore,this category does not apply. 14. Inspection, review and documentation of any possible mine openings and potential trough subsidence, and any known hazards previously documented or identified. Table 18 of RMC 4-8-120.D indicates that this category is required only for coal mine hazards. Coal mine hazards do not exist at or near the property. Therefore, this category does not apply. r—� 15. Utilization of test pits to investigate coal mine waste dumps and other shallow hazards such as slope entry portals and shaft collar areas (with drilling required for coal mine • workings or other hazards that cannot be adequately investigated by surface investigations). Table 18 of RMC 4-8-120.D indicates that this category is required only for coal mine hazards. Coal mine hazards do not exist at or near the property. Therefore, this category does not apply. G e o E n g i n e e r s 14 File No.8296-001-00-1140\090700 16. Analysis of proposed clearing, grading radin and construction activities including construction scheduling (including analysis of potential direct and indirect on-site and off-site impacts from the proposed development). In our opinion, the proposed development may be satisfactorily constructed as planned and will not adversely impact the property or adjacent properties. It is our opinion that the risk of slope instability of the south bluff or other native or excavated slopes during and after construction is low provided that the recommendations provided in this report are implemented. It is also our opinion that the proposed modifications to the site will not endanger the environment,the City of Renton,neighboring people and properties, or the owner's person or property provided that our recommendations are appropriately implemented. Grading limitations are discussed in the Conclusions and Recommendations section of this report under the heading"Earthwork." 17. Proposed mitigation measures (such as any special construction techniques, monitoring or inspection programs, erosion or sedimentation programs during and after _ construction, surface water management controls, buffers, remediation, stabilization, etc.) Please refer to Category 9, which begins on page 12, and to the following Conclusions and Recommendations section. f-" G e o E n g i n e e r s 15 File No.8296-001-00-1140\090700 CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on our data review, it is our opinion that the Liberty Ridge property is suitable for the proposed development. Slopes located on the property are presently stable relative to deep-seated failure and the risk of unstable slopes will not be increased by the proposed development provided our recommendations are incorporated into the development plans. Development of the property, roads and residential structures will be located in the flatter upland and excavated benches on a portion of the property. The existing areas of erosion and - surficial raveling and sloughing that occur on the bluff are the result of natural processes. These natural processes can be managed through proper design, construction and maintenance so as to avoid negative impact to the project. Recommendations to control these natural processes are included in Category 9,which begins on page 12. Grading is required to reach the proposed design grades of the property. The sand and gravel soils observed at the property and adjacent properties are suitable for use as structural fill. Much of the native on-site soil consists of sand that will be workable under a wide range of weather conditions. Silty soils encountered locally are moisture sensitive and will be difficult to compact during wet weather conditions, as noted below. Fill setbacks from the top of the bluff are provided below in the Setbacks subsection of this report. The proposed structures can be satisfactorily supported on medium dense to dense native soils or on adequately compacted structural fill. Building setbacks from the top and toe of slopes and slope setbacks from the existing transmission line towers are provided below in the Setbacks subsection of this report. We recommend that all surface water from roofs, driveways and other impervious surfaces be tightlined into a stormwater drainage system for the planned development. if Pertinent conclusions and geotechnical recommendations regarding the design and construction of the proposed development are presented below. EARTHWORK Stripping Virtually the entire proposed development site has been previously cleared and graded incidental to surface-mining operations. Much of that portion of the property has revegetated with native grasses,weeds,brush and trees. The areas that require grading should be stripped and cleared of deleterious matter including debris, forest duff, and organic-laden soils. Based on our review, we estimate that stripping on the order of 2 or 4 inches or less will likely be necessary to remove the root zone and surficial soils containing organics in the vegetated areas of the property. Many areas will require less stripping, but areas with deeper, unsuitable organics should be expected in the vicinity of man-made water/silt control structures created incidental to mining and local areas of topsoil stockpiling. Stripping depths of up to 1 to 2 feet are likely in these areas. Excavations for tree stump removal should be backfilled with structural fill compacted to the densities described in the Structural Fill G e o E n g i n e e r s 16 File No.8296-001-00-1140\090700 I subsection below. In fill areas, we recommend that existing trees be removed by overturning so that a majority of the roots are removed. The organic-laden strippings can be stockpiled on-site and later used for landscaping purposes. Materials that cannot be used for landscaping should be removed from the property. If the clearing operations cause excessive disturbance, additional stripping depths may be necessary. Disturbance to a greater depth should be expected if site preparation work is done during periods of wet weather. Areas with stockpiles of uncompacted fill may exist on-site. These stockpiled materials should be excavated and recompacted as part of site preparation operations if they occur in areas of general grading. ' Following stripping and prior to placement of fill, the exposed subgrade areas should be compacted to a firm and unyielding surface. We recommend that the exposed subgrade conditions be evaluated after stripping is completed and prior to placement of structural fill. - The exposed subgrade soil should be proofrolled with heavy rubber-tired equipment during dry weather or probed with a '/2-inch diameter rod during wet weather conditions. Any soft, 1 loose or otherwise unsuitable areas delineated during proof-rolling or probing should be recompacted, if practical, or overexcavated and replaced with structural fill, based on the recommendations of our representative. STRUCTURAL FILL All-fill material used to achieve design grades for buildings, roadways, retaining walls I and other structural applications should be placed as structural fill. The structural fill should be placed in horizontal lifts of appropriate thickness to allow adequate and uniform compaction of each lift. All structural fill should be compacted to at least 95 percent of MDD (maximum dry density) as determined in accordance with ASTM D-1557. The appropriate lift thickness will depend on the fill characteristics and compaction equipment used. Typically, lift thicknesses should be no greater than 12 inches in loose thickness. Each lift should be uniformly compacted to the recommended density before placing additional lifts of fill. Landscaping areas not located on or adjacent to slopes, structures or other areas that rely on fill integrity can be placed to a reduced degree of compaction. We recommend that any area-targeted for reduced compaction be specifically evaluated by a qualified geotechnical professional. SUITABILITY OF ON-SITE MATERIALS AS FILL The suitability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing the No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. During wet weather, we recommend that structural fill consist of well-graded sand and gravel with less than 5 percent passing the No. 200 sieve based on the dry weight fraction passing the 3/4-inch sieve. Such G e o E n g i n e e r s 17 File No.8296-001-00-1140\090700 1 I r. 1 fill should be free of rock fragments larger than 6-inches and any debris or organic material. Particle sizes larger than 3 inches should be excluded from the top 1 foot of fill. The moisture content of the fill material should be adjusted as necessary for proper compaction. During dry' weather construction, any nonorganic on-site soil may be considered for use as structural fill, provided it meets the criteria described above in the Structural Fill subsection and can be compacted as recommended. If the material is over the optimum moisture content when excavated, it will be necessary to aerate or dry the soil prior to placement as structural fill. Most of the granular soils (sand andgravel) observed at the property contain less than 10 P P Y percent fines (material passing the No. 200 sieve) and can be used as structural fill except during wet weather. This material is comparable to commercial "pit run" sand and gravel. "Cleaner" material, with less than 5 percent fines, is also available on-site, and will be suitable as structural fill during wet weather conditions. SETBACKS Fill Setback Fill material placed above and near steep slopes requires special geotechnical consideration. We recommend a minimum setback of 10 feet from the top of slopes greater than 10 feet in vertical height and steeper than 4H:3V. The fill should be placed on a leveled bench or keyway that extends below the surficial loose material, into the native undisturbed soil. Specific earthwork recommendations for constructed slopes are provided in the Earthwork subsection of this report. Building Setbacks The City of Renton ordinarily restricts building on slopes of 40 percent or greater, and ordinarily requires setbacks for buildings near slopes that are 40 percent or greater. In regard to the portions of the Liberty Ridge property where proposed home sites are located near the top of slope, the following building setbacks from the top-of-slope are recommended based upon the indicated steepness of slope and ground condition: IJ • Slopes at 1H:1V or steeper 40 feet P • Slopes between 1H:1V and 1.5H:1V 25 feet in native ground • Slopes between 1.5H:1V and 2H:1V 15 feet in native ground and compacted fill • Slopes between 2H:1V and 3H:1V 6 feet in native ground and compacted fill G e o E n g i n e e r s 18 File No.8296-001-00-1140\090700 1 - i r� _ ( I Where the proposed home sites are located near the base of slope, the building setback from the base of slope can be reduced by providing a catchment wall to stop and catch any material which might slough off of the slope. Maintenance of the catchment should be anticipated. The catchment should be a minimum of 4 feet high. The recommended building setbacks from base of slope are as follows: • Slopes steeper than 1.5H:1 V 20 feet Or with catchment use 8 feet minimum C ! • Slopes between 1.5H:1 V and 2H:1 V 12 feet Or with catchment use 8 feet minimum • Slopes at 2H: IV, or flatter 6 feet We recommend that all catchment systems be designed by a geotechnical engineer and that each catchment system location be specific to site conditions and intended performance. Slopes near the Base of the Power Transmission Line Tower and Related Building Setbacks We recommend that the top of excavated slopes be no less than a horizontal distance of l 15 feet from the base of any power transmission line tower. Unretained permanent slopes - near these towers should be cut no steeper than 1.5H:1 V. The building setback from the toe of such slopes should be as specified above. A retaining wall can be used at the toe of the slope, but it should be located outside a plane sloping down at 1H:1V from the base of the power pole(or tower)foundation. CUT SLOPES AT THE TOP OF THE SOUTH BLUFF We understand that excavation is planned along a portion of the top of the south bluff slope, generally along the south edge of proposed Lots 345 through 357. In this area, a mound of soil ranging in height from a few vertical feet to about 30 vertical feet was created not mined away by previous mining activity. If possible, this excavation should be made with excavators operating from above the plateau side of the cut areas rather than from the bluff face side of those areas. We recommend that the cuts at the top of the bluff be sloped to drain away from the top of the bluff and that any disturbed areas along the bluff be hydroseeded as soon as practical. We also recommend that these cut slopes be covered with an erosion control mat, such as jute, in conjunction with hydroseeding. TEMPORARY AND PERMANENT CUT AND FILL SLOPES Temporary cut slopes may be necessary during grading operations. As a general guide, temporary slopes of 1.5H:1 V or flatter may be used for temporary cuts in the upper sand and gravel materials and in the upper 3 to 5 feet of the glacially consolidated soils that are weathered to a loose/medium dense condition. Temporary slopes of 1H:1V or flatter may be cut in the unweathered dense to very dense sands and gravels or till. These guidelines assume that all surface loads are kept at a minimum distance of at least one-half the height of the cut G e o E n g i n e e r s 19 File No.8296-001-00-1140\090700 � f away from the top of the slope and that significant seepage is not present on the slope face. Flatter cut slopes will be necessary if seepage is encountered, or in unusually loose or soft native soils or fill. We recommend a maximum inclination of 2H:1V for permanent cut and fill slopes. Where the recommended slope angles are not feasible, catchment or retaining structures are recommended. We recommend that all new cut and fill slopes, all existing cut and fill slopes that are unvegetated, and all disturbed slope areas be hydroseeded as soon as practical. We i also recommend that slopes with medium dense granular soils be covered with an erosion mat, such as jute, prior to hydroseeding. The erosion mat should be relatively open weave with about 1-inch openings. { Fill placed on slopes that are steeper than 5H:1 V must be "keyed" into the undisturbed native soils by cutting a series of horizontal benches. The benches should be 1.5 times the width of equipment used for grading and a maximum of 3 feet in height. Suitable material excavated for the bench may be placed as structural fill in the bench area. Where fill material is placed adjacent to the bluff crest, a minimum 10-foot setback from the edge of the bluff to the toe of the fill is recommended. The fill should be placed on a leveled bench or keyway that extends below the surficial loose material, into the native r undisturbed soil. We recommend that the keyway be excavated a minimum of 3 feet into the undisturbed native soils near the toe of the fill slope. The key should be a minimum of 10 feet in width and extend the full length of the fill along the bluff. The setback and keyway recommendations are based on the assumption that the fill slope adjacent to the bluff is no higher than 15 feet. If higher fill slopes are planned, we should first be contacted because it may be necessary to modify these recommendations to accommodate the higher fill configurations. Because of the history of the property, it is possible that some of the soils at the current grades near the top of the bluff consist of old fill or disturbed soil material. Therefore, we recommend that a properly qualified geotechnical professional be present full-time during this grading operation to evaluate conditions and provide consultation as,necessary. Compaction of fill in the keyway or anywhere else within 25 feet of the_top-of-bluff must be accomplished by a means that does not reduce native soil integrity. We recommend that vibratory compaction not be used in this zone. Subsurface drainage may be required in seepage areas, if encountered. Surface drainage should be directed away from all slope faces. Some raveling may occur with time. BUILDING FOUNDATIONS The proposed residential buildings should be supported on spread footings bearing on dense native soil or on structural fill compacted to at least 95 percent of the MDD. The foundations may be designed using an allowable soil bearing pressure of 2,000 psf(pounds. per square foot) for combined dead and long-term live loads, exclusive of the weight of the footing and any overlying backfill. This value may be increased by one-third for transient G e o E n g i n e e r s 20 File No.8296-001-00-1140\090700 loads such as those induced by seismic events or wind loadings. We recommend a minimum width of 2 feet for isolated footings and 16 inches for continuous wall footings. We estimate that settlement of footings designed and constructed as recommended will be less than 1/2 inch, with differential settlement between comparably loaded footings of 1/2 inch or less. Settlement will primarily occur as loads are applied. Disturbance of the foundation subgrade during construction could result in larger settlement than predicted. PAVEMENT Pavement subgrade should be prepared in accordance with the previously described stripping and structural fill recommendations. Paved areas must be prepared to a uniform unyielding condition prior to paving as determined by proofrolling and/or probing. We anticipate that traffic at the development will consist of passenger cars and occasional highway-legal trucks after construction of the project is completed. During co nstruction, numerous heavy vehicles are likely to dominate the traffic. For postconstruction conditions, we recommend that the pavement be installed relative to the City of Renton specifications, or at a minimum consist of a 3-inch thickness of Class B asphalt concrete (AC) over a minimum 6-inch thickness of compacted crushed rock base course. The crushed base should meet the requirements of Section 9-03.9(3) in the 1998 Washington State Department of Transportation Specifications for Road, Bridge and Municipal Construction. The Class B asphalt concrete should meet the specifications of Sections 5-04 and 9-03.8 of the same document. The crushed surfacing base course should be compacted to at least 95 percent of the MDD. For roads intended to be utilized by construction traffic, we recommend consulting with our staff to determine materials and procedural specifications. RETAINING WALLS In general, retaining walls can consist of concrete block, reinforced earth (keystone), rockeries, conventional concrete walls, or other types. Guidelines for rockeries are set forth in Figures 6 and 7. We recommend that rockeries be no more than 8 feet high under any conditions and that the maximum height be reduced to 5 feet or lower if the rockery is constructed to support a fill embankment. Recommendations for design of other types of retaining walls can be provided at your request. For planning purposes, stepped walls can be used when the steps are separated by a distance measured face-to-face equal to the height of the lower step of the wall or rockery. UNDERGROUND UTILITIES Shoring Temporary excavations will be required for the installation of utilities. Conventional excavation equipment can be used. Trenches can be excavated with near vertical sides to depths of about 4 feet maximum where the soils are dense enough to be self-supporting. If soft or loose zones of soil are encountered or if localized seepage or sloughing is encountered, it may be necessary to slope the sides of the trenches. Trenches greater than G e o E n g i n e e r s 21 File No.8296-001-00-1140\090700 4 feet deep must have their sides inclined 1 H:I V, or flatter, or the trenches must be shored. We anticipate that trench boxes will be adequate to support trench sidewalls if excavations deeper than 4 feet are required. It is the excavation contractor's responsibility to see that all current OSHA/WISHA regulations are complied with. Backfill Trench backfill for the base of utility trenches and around pipes should be in general accordance with City of Renton standards. The material should be free of debris, organic matter and other deleterious materials. Trench backfill, placement, and compaction for the remainder of the trench should follow the guidelines set forth above in the Structural Fill subsection. CONSTRUCTION OBSERVATIONS We recommend that sufficient monitoring, testing and consultation be provided by our firm during construction to confirm that the conditions encountered are consistent with those indicated by the explorations and to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated. A representative from GeoEngineers should be present to observe and evaluate the following construction activities: • Stripping and grading activities. • Exposure and preparation of subgrades prior to fill placement. • Fill placement and compaction activities. • Construction of foundations for buildings and retaining walls. • Subgrade construction for roadways,curb and gutters, and sidewalks. • Underground utility installations and backfill and compaction activities. • Retaining wall installations,and backfill and compaction activities(if needed). • Checking that erosion control measures are implemented and functioning. RISK STATEMENT We have set forth a number of recommendations for the proposed development in this report. These recommendations should be incorporated in the construction documents. It is our opinion that the risk of slope instability during and after construction is low provided that the recommendations provided in this report are carried out during construction. It is also our opinion that the proposed modifications to the property will not endanger the environment, the City of Renton, neighboring people and properties, or the owner's person or property provided that our recommendations are implemented appropriately. - LIMITATIONS We have prepared this report for use by Liberty Ridge L.L.C. and other members of the project team and consideration by the City of Renton. The conclusions and recommendations in this report should be applied in their entirety. The data and report may be provided to prospective GeoEngineers 22 File No.8296-001-00-1140\090700 contractors for bidding or estimating purposes; but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are any changes in the grades, location, configuration or type of construction planned, the conclusions and recommendations presented in this report might not be fully applicable. If such changes are made, we should be given the opportunity to review our conclusions and recommendations and to provide written modification or verification, as appropriate. When the design is finalized, we recommend that GeoEngineers be engaged to review those portions of the plans and specifications that relate to geotechnical considerations to check that our recommendations have been interpreted and implemented as intended. There are possible variations in subsurface conditions between the locations of the explorations and variations also occur over time. Some contingency for unanticipated conditions should be included in the project budget and schedule. We recommend that sufficient monitoring, testing and consultation be provided by our firm during construction to confirm that the conditions encountered are consistent with those assumed; to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated; and to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Our scope of work does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures,except as specifically described in our report for consideration in design. Within the limitation of scope, schedule and budget, our services have been accomplished in accordance with generally accepted practices in this area at this time. No warranty or other conditions, express or implied, should be understood. GeoEngineers 23 File No.8296-001-00-1140\090700 • We appreciate the opportunity to be of continued service to you. Please call if you have questions regarding this report. Respectfully submitted, GeoEngineers, Inc. Elizab h A.Hill, ' Mat o Geologist 741 ,fir~. • ®,�\,�4, tuip eQ, Gary .Henderson,P.E. 40,0�0iS?Eit* 4 Principal OVAL Sly - Menai Jon W.Koloski Principal EHA:GWH:JWK:wd P:\00\finals\829600100R.doc GeoEngineers 24 File No.8296-001-00-1140\090700 • t III�i{�7 PL Q _ R 61M +�. zi., X r '\ :.. jyFJy L t `, V 4" ST PL� 1.<' = r 'AV ME a a VE_STH$r W WU "Q m -'a' i/► NE w : • i 7d ME . .;t --..►_•A. <, ilk: : EIS 1 .z ' W rs suoror1 I 'S2 a - - ,, • , OQ' -• Q i Y YFL7N '' .r _ G_ ..aQ ,.�..... 900 r .�,wy! � NE-74TH' '" 4T1{-.a ;,x,ST,.. A 2500 lom i .,t, .•. a .+ 4300 • r:t`''::; •;+,,; ,:;.:.:•;•, 1300-;_-'.':,a•*; .- ♦ p'-.. C ". .� 7i $$.1, -,yr_by. 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This map is copyrighted by THOMAS BROS. MAPS. 'i It is unlawful to copy or reproduce all or any part thereof, whether for personal use or resale, without permission. ,�`��► VICINITY MAP • g ���Engineers { _ GeU\�E FIGURE 1 1 , 11, • ' / y - / . , _ ! it D-P. - 12.3 ( 't)). , . , . I - '' I, `, , '_~ DEVELOPPVIENf PLANNING r ' , . , CITY.OF RENTON ' I SEP 1 1 .Z000 \ \ '�`r, - \ `\ . -r, , ; ;I \ 'RECEIVED- - \ 1, \ \ , / \ , \, I I _ ` - • • ` - ( , _ j \ , , Ii / / \ " I \ I -- = 1' ;\ /,' Geotechnical�Summary of r - ' Drainage System ,/ /,; " — ' r- `\ / -Construction Monitoring"at the - ` / •. ' ; ', • /r ,\ -• x ,,,, Site of the Proposed "Liberty\ ' ` _ ' "• 1 r ; 'Ridge" Subdivision - ' I \` \ • it I/ , ' se\ i, _ . - .,, , (Former "Cedar Crest" Site • 1 -I / N, / • .: , .. - • , " , / Denton; Washington' ' ' ', • , i'- „ t ' rf / , - , , 7 / \ ...\.1 • / •/ - ;y. ; i / • July 11', 2000, „ --, ; . , S, % y / I \ ' \, ' — / • S. \ /,' . ,� , ', .)-,''j i -- \ .i, - , 1 \ .1 , a / " - , - I I' ,' — i \ it .I' ,, ., V ' I. I / ' \l .. , N f ..I :I, \'/ , / _ - 1/ \ . - Forr. , .\ ,-- , ' - , ^ - I - e -\,c I\ 1 .. / / I• � / • Liberty Ridge L.L.C._ / /,I ,', r 'I 1 ,f• / ' ` j _ 1 II \ • i / , \ _ ' \ _1j I I / \ \ \r. �` f I, / � . i , _ - }, - ,- , 1. % / , - - I , / i , _ / ,I I{ / - I / -• \\, \ 1 I1, /1 \ -, ` - • / 1 G e o E n g i'ri a e;r s File No. 0389-008-00 j \ \ i .. I III i i1 �, ,_ ./ _ \ 1 - T I Ill . i - t Geo% Engineers July 11,2000 Consulting Engineers LOPMENT PLANNING and Geoscientists 1 Liberty Ridge L.L.C. ��CITY OF RENTON Offices in Washington, do Stoneway Concrete 1915 Maple Valley Highway SEP 1 1 .2000 Oregon,and Alaska Renton,Washington 98055 RECEIVED Attention: Mr.Don Merlino,Manager Geotechnical Summary of Drainage System Construction Monitoring at the Site of the Proposed"Liberty Ridge"Subdivision (Former"Cedar Crest"Site) Renton,Washington File No: 0389-008-00 INTRODUCTION This report summarizes the results of our site observations during La Pianta Limited Partnership's construction of a drainage system at the above-referenced site between about the first of April through August of 1997. The site, which was formerly a gravel pit, was at that time planned for development of what was then called the "Cedar Crest Manufactured Home Community". We understand that the site is now intended for development of a single-family residential subdivision that you are calling "Liberty Ridge". The site is located in Renton, Washington north of the Maple Valley Highway (State Route 169), south of NE 3`d/NE4th Street and east of Edmonds Avenue. Explanation of Our Involvement Our involvement during the above-mentioned period of 1997 was to monitor construction of the on-site drainage systems and review compaction testing done by Construction Testing Laboratories, Inc. of Tacoma. The drainage system construction was materially finished in June of 1997 with earthwork and minor drainage continuing through the summer. Summary of the Drainage System Elements The drainage system constructed in 1997 includes these two major elements: (1) Retention/Infiltration ponds A, B, and C along with associated wet ponds, and (2) a gravel infiltration blanket extending from Pond A northward to an area that has a gravel subsurface(this GeoEngineers,Inc. 1101 Fawcett Ave.,Suite 200 Tacoma,WA 98402 Telephone(253)383-4940 Fax(253)383-4923 www.geoengineers.com Printed an recycled paper ' - - Liberty Ridge L.L.C. July 11,2000 Page 2 area is where much of the site's pre-development runoff infiltrates). A temporary pond (sometimes called Pond D) was also constructed. The location of the infiltration blanket is depicted on Exhibit A, attached, prepared by Triad Associates and entitled "Infiltration Blanket Location, Liberty Ridge", dated 4/11/00. The general locations of Ponds A, B, C, and D are depicted on Exhibit B,attached,prepared by Triad Associates. DISCUSSION OF THE DRAINAGE SYSTEM ELEMENTS Ponds B and C were initially excavated to provide temporary detention and sedimentation but were intentionally not completed to final grade during 1997. The plan was to complete these ponds after the development's streets were paved and yard areas were seeded to control erosion. When these ponds are eventually excavated to final grade, any sediment in the ponds should be removed and the infiltration characteristics of the ponds thereby restored. These ponds are intended to function as infiltration ponds for the development. It should be noted that sediment will reduce the rate of percolation. As a consequence,maintenance of these ponds will be needed in order to maintain design percolation rates. During gravel mining operations a permeable zone of gravel was encountered north of Pond A. This material is a sandy gravel. This gravel zone is where much of the previous runoff from the site naturally infiltrated. To take advantage of this gravel zone, a connecting gravel infiltration blanket has been constructed from the north edge of Pond A approximately 750 feet north to connect it to the gravel zone. The gravel infiltration blanket is 4 feet thick and is constructed with washed and processed pea gravel. It was covered with geotextile fabric and then site fill was placed over the fabric. Invert elevations at both the north and south ends are 228.0 feet. The invert in the center is at elevation 227.5 feet. To date, the gravel infiltration blanket has not been constructed under Pond A, but such construction is contemplated as part of the completion of the development. The blanket currently ends at the north edge of Pond A and is protected by a filter berm of washed concrete sand. The top of the infiltration blanket is at approximately elevation 232 feet. We understand that when grading is completed the ground surface over the blanket will range between approximately elevation 246 feet and 256 feet, providing at least 14 feet of fill over it. The infiltration blanket will be under streets and private lots and will have houses constructed over it. The blanket is conservatively designed and penetrations will not compromise its function. Utility lines could be placed within or under it. However,it is important that the geotextile between the pea gravel and overlying fill, as well as the continuity of the pea gravel, be maintained. Therefore, special review of designs that penetrate into the blanket should be required. It will be necessary to extend the infiltration blanket under infiltration Pond A in order to permit large flow of water into the blanket. As Pond A and the blanket are presently constructed, the area of flow into the blanket is limited to the end area of the blanket that intersects with Pond A. After the blanket is extended under Pond A (at the same thickness as the existing portion of G e o E n g i n e e r s File No. 0389-008-00-3130 I Liberty Ridge L.L.C. July 11,2000 Page 3 the blanket), the new portion of the blanket should be covered with nonwoven geotextile and a minimum of 18 inches of washed concrete sand or similar material. Note that the infiltration rate from Pond A is limited by the percolation rate through the material over the geotextile. For washed concrete sand, a design rate of 8 inches per hour is recommended over the base area of the pond. We have also reviewed the design percolation rate for Ponds B and C. Providing that they are cleaned out down to native soil, the previously recommended rates of 4 inches per hour are recommended for design. Based on our observations and review, fill material was placed and compacted to more than the 90 percent of the maximum determined in accordance with ASTM D-1557 test procedures. Copies of the compaction tests along with our field reports are attached. We trust that the foregoing meets your present needs. Should you have any questions or need additional information,please call. Very truly yours, , Hurt) GeoEngineers,Inc. 1 $.,„„i/ Ni7111,TSSw U?, Gary W. enderson Principal GWH:vc Document ID: 0389008Summ.doc Attachments • Exhibit A,Plan View of Infiltration Blanket • Exhibit B,Map of the general locations of Ponds A,B,C,and D • Construction Testing Laboratories Field Reports • GeoEngineers Field Notes it GeoEngineers File No. 0389-008-00-3130 % -< -)I C •- ' _ /, • /- r' ,\., i \ 1// ! • S � , .1 •% ti ' ,/ , ;I /•I\- / - --/ ) / -1 ' t ,\ i . \ - / 1 / \ ,ry, - ,5, / , ` I f. \,, . '' , ' ) I I ;/\ _ . ;i \ ' . / / i \/ \ ' ' //,1 ` ' \/ , !, 1 \, - ' / / I - . /,'\ j,, - r _ !` 1 - - \l.' 1 1 /, ,/^ { y • s I ! •C \! c 1 "41 .\ \ / I 1 ' ,/ I I I -. ( '\ 2 • \ 1. .ti • I _,_ �)• `r' ' , I, 'v ,I ,) \I I, \ • , (\ • EXHIBIT A r \ Il „' . - \ 4. 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'�i 7c:i C c 0 1 s"'1.1 ` 't4•t'•1 ••1 ii• �•.1••,t t, t WO Z y \•\\'\.�'•i!i Jr�• � {�1 i 0 1•, ;•1'1`1;t: ..I I t:�L,.\visZ1.1Z 1`?t;i111 .1•1 O •:`:!•/ 't//• O • t }4 4t:i i II i \\tti\ t o ••,tlti 1 i \ ,t/,+�.fr t y G a Z1 ;{ Tit t \ t1S� islii.{`t t1.t1t1 t\\ \ Z /+`r J t 0 D •1 i '10. 4 ,;1;Et'•t, 1:tk1'IA \,\\\\ a r./., r.: ' a S ..'•.:, i ,tit 0 1 ,. l.t I ty 1;tt•}11t1 l \• ;. .\ \\ / • . ' \ 4 • ;g4it44; `l` tt1i • iitit;' `\\\ \.\\\\\ i;,• f .!/i/ O rii 0 ,401 D 1 :;1`t•at I{ I i' ,• \ � .,\ \ \S.•.\\•\'..,,,..:.., , 'r ; a.... .dc,:iw:;ic's.::r.;:ao.:.�.'L..S:�:L:ca:::c:2:::i iki • to a el "D 1 m a INFILTRATION BLANKET LOCATION x 1 ,1!!! 11 EXHIBIT A 1111 ,,,,,,,,, „,-,,,, (..... ., LIBERTY RIDGE 1101111 11:0' N I CITY OF RENTON, • WASHINGTON 11. t - } ) ✓ \ \ „ i` { ( \ ! . \\ - i•` • ` 1`` \ } _ " y r ) \ �, l -\ _ ., 1 \ \ '.Q. ` r -1 I ?• l� • I -/- . A/ , i/ I / ( ;N \,• �' — , • ` - 1 - - ;l,", - , '. • • ,' \ y / / { \ ) 1, -',1 ). 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I', \, 1 \\ 1 \' 1, =(. .\ , . \ "'� i 1 ,' 1 -) — t l /' r ,1 / I` I \ \ 1\ . .'�I-'° 1 ' r/( - , , / II %/. ` 1 't • .., � / 1 . _ ij�� I aj ' ,' e„ �" --- 1 I 1 TRIAD ASSOCIATES rr+ }�-./4r/e./. --- Project Management _11+ I ( If 1S S 6N�pneedcj ���' rreilse ti}}; \rl iy: _-_ __- UM Pis r-�r J l/r '� ,`- •_ Au_ Undone 1rteRe darn I Z 1Ir .z3x' -_��- _g _ ate Dedga �1© 1 1 {Ill, / - y;�y�� uetc 11501 e.NE nhl.o4 u+emt ;7 \\ \\\\ /(/ 1 ._4.:,...�~" 17 711 id 425.521.5145 r�vsml�tel 1 I I I I,1.}\\l `\\'/ "--.T'�-i i�;tr, �, --_— ___ Te➢Free 800.4E5.0758 m.041useezeds r)411 ( ..� ,- 16 B �` "''— R1,•1Y _1\1 —�"-.__ '% CL \R --5 I 5 CO O 3� 1 r1 Y 12-k‘//:\A\1:-0\111',..1\14:;':__,Isstriectst. \ �� r4 I I a p 1 ale t• -_—_A_ ` \ �1Ytl, ,i ,\ / 13 Tn NOTES: 11 ,, } } ,{ �r \ tG yXh �r1 \ '� �� \ til I. 3 - 0 3 EXISTING TOPOGRAPHY, INFIL TRA TION BLANKET, r',jw,Q ,:: -' ', 1 \' \ �r,rN " I I 2 si 'tti41 r,; V�I/I 1 / 1111.431,t -- I O AND INFILTRATION POND LIMITS SHOWN ON THIS -� tsrt.._ ;/ } ' ',r ? t� I + i. � Jril� 11 . , ���4 �\\th`�\ _ --% 0 cZ EXHIBIT PROI/IDED BY LA PIANTA LIMITED 1 , ram �\`1 ' ;AIM ;k 9 / / a 'PARTNERSHIP BY DRAWING FILE NAMED 11,p1 " - ¢f r`��� ' ' 1W ' I� "* ` ----J / Ca \I It/1 11 T\1 r��/\(•f�:/t/ J t k\\� ,\.19a;;b4' __ 8 1 �W'3 F� ' MAS—SANSTORM.DWG DATED 6/25/98 ;\\ 1 1 1/�J/,;� 1I A \._ ,tt,, --1 0 �1 , • - \\\\ \y / I , / I I , � CC 11 _. ,, ‘„ /ii yil! i ///▪#/ /—G,v„,'__ --- -\may i t; ` 5 i 11 Z IQ W CO _„, _,_ _.), _,.....\ _..... m, -.......______.\ „,. is -"� __, _ice /�i/ � \ _ ^I /Il I 1-- CO 111 ' t(� 13.E >-t.. r i//// / �� l `��. Zi 4,.•1, Aik,- ---.:•-•"---...?a_-$.--_:-.-7-1---..._..-._--•=---------_----,-Z:::!,,-.:.-,-- ' •. , --( 1..f1' _: �� - / /21 i/ice i 1 / \ \ r }_ II /m„- �\ < \ fi\ t 1I 016 / r -- \ : ` 1 ; ���f P9 I J _ / IY,7:3 — / II1 /// -1 \ � o \�\ XIS/7 P• rT C / /l �' —L t.�— - t{ % I ` ' \ \—\ ///_JJf(I/ It I \ / t'!r \ I l \CrLr-' /z #1�' /. III �//v \ \ / \ } • - c = ' -i�- - / _ \ \ / , \ � /tf://\ � y 0;4, • y rye- .Limns" OF rx"is N c---" I /./ I I �\ } I , \I I �, ,,, } \ J 1 \ J t�IN In ) -------:--=:_--=--.:4-: -.--:_----_--,s-.-7.----t .".•.0./ .......././L.,/iii /..›.:1.....N \ (\ ...,,,,"-.."4 •.‘, t \..\.,,,,,,.......-..,:-.1. ,,,,,,..,.. .f...:., S / z /.`> \ z ..,,..Ni.,,,,, \ INFIL -ATION K 1II / 1 I 1 I t\, ,� / T\ \ / _ //- , \ / r /�, I- - . /./ \rt - _y\\ \ �` \ / , -- \ I .�-'��� i 7 f \( Bauer KNOWLTON `;l •� __//////,\ $X4971NG INFir7Rirr ON' _-- ' ,,,)\ ,-,....... .„,,,,,,,- _ - "(, _� ��/ / .. \ /. / , 1 ,h; � / / PROJECT MANAGER Tilk y\!`4' ( 1SEE/ NO/GL.7 J \\ , -POND'S , .\, \ i . - . ' BRAD rxELvur.PCs \\1 /1 i / i i // \� / \1\\/ /-PONi(D 1� 1 / r / 1 i/ I 1 �� �� ./ / N� _7�' PROTECT SURVEYOR _ I \ ,� // ///� '' BILL BOGG,N,PE 4+? ( / / \ i I I /1/ f +r } t /� __-= Jr ' PROJECT ENGINEER 4\ / I/r/ 1_ l 1 ( I ice. �.�` �'��\ :csP CCM LA 1 r- ,L / / / - - TI yi/r \ ` J f ( ' r ( . h •" n PROJECT LANDSCAPE ARCHITECT ! 7- / \-";� r \\ _ WA- ,R QU t� ( 1 1 I 1 1 },�rlrr _ \ mit w / �� DATE: 7/r1/00 : h 1 } , \ /'�., J -_ �/ FIIYC /! I </NI ' 1 ` 1 ��-O( \ NA ,i _ `. 4'nr• B0B¢.:1-=300• Veer_ 11 I .• r 1 // �` �ir-\ -��i t 1 I I �gg h`��Ilil /'1 ( __ 3 ig ;ti Q oN \ / 1 L / ' ., J 1 ITS- I _ IMIN �'1�1\I 1 4•. ,�`�:;':r_.�:� qlr{�,:'.` ..,« // `� _/ P e / -_ l��i� \11 ��;11w. i`� \ -� r '1\ll 4,4% gar:,0 ,;.ir,5/r 4.,..Awv 1:"?1 / �\ / �. � 'flyif a\ �= I I q,�� 3_-ii -•"'4� �;T4��h :s.y } 'Sx ji v ew;f`nrr � ',•r, . // \ / I--`-�-- o 1 eiv 1I�_. 1\ \\ �J _ _ VIP S=- / "; r fi ,':fit}tyt.,�V;.ynln£•!<>,,, ta:•'" t.:�<�..�/ / c-� _��- s �'2�-- ,TIN\ \\ \\ \�/�• \ ,ice IA i '/ / r.. :; i4I IIk / E� r „//4 / � � — 1 11 )� 1)41 / �?� // / i / / \ 111' \ ,ate_- / ri//�/i / /t �Illl�lll !�j/1/1111 / - ��„ �l_ i - //// / / �,.,,:. 01011\l / /, N�-_, 4_ ///'/r I r / l 1 1l 1 �/ ./....--- _ IH� 1 . 1 / / / � }�> l �'=3� _- d , 1• / / A\}I 1 \\��—=,•:„ 1 �t la)� /1 dI Il1 ,ice\ r I / / �( � � � —� I -'\\-\vim' - �/-•/ }-- _ _— i — t` i/ri — 112,i ►T (//�Jril��� ��- _ 1. ro %\\i �_ � /_tIJ/1J /` .fir -_=I ' , — JI-/� r14 (}\, 1 V ( .0��•�e�s �m �Jy ra.• ,i s-.. '.w. __ 1 rzrl rz r ,"1--. 1 1/ / I1J,J} -= N \Ir. s. s j a_J r `, 1 :1124I r23 rzz L / 1, ......\_ //.0^sir. % I a� f��ll ` r /^-t. � . em s sue'_.-z-T_rr>r+y �� .\�t �1� '7 t 9 _ 1 _ L„elk:: 1 j\)\�/ �� /( `,�. -ii%//)31t1I/Or I 1�<, 1\� �- ' �` -''�`-- am r Vic' -' 11; 1\ / �J p„ ` - -T`s, L� �-\�I(\�Ip�' /i� /..Jdr/,i/� ' I I r \ /` I I "`1 I 1 // i' \\ \ \ \ \ ........... 7 I - �� �� \ / STAMP NOT VALID \ _ O / I t �� \ ' UNLESS SIGNED AND DATED \r/ ` JOB NUMBER 00-022 I / SHEET NUMBER 'OF / 1! ©2000 TRIAD ASSOCIATES B: /\i i+ / I '\ I '\ / I �; - H 1 ice\ I`\ / ^4 ! �\ I\ / f' —\ , I, / .- _ \ I, _ \ / I/I /,' \ C I\ 1\\�-_ 1 -, I - C• I — Ii, , / i f '' I' / ' I / j.' — ' .\,�/ \ / I� ,\ / • I .\ i• s • �;.I • •`) / i,' I '1 \+ )' . / •S7/ ). i.• I I• ! / / \ _ I�\ ‘ J••- f ,-,./. (\ '• �' - I/ � I \ . . • .'� ' ' • -� d, /`_'H r" 1 I/ •p + (,, _ , / I . , 4 / \ J I , •• I f \ <I i f • �),tI '\ _r ( - — \./ . • ,� \ ' • \-- - - Si 1 /._- - / ., ' ,--, , ' ` / l ' \,� , \ -• I • • , .-`\ • / f i !` • l l 1, ` ••/ /' �\r • ,`. /, . ; . \\ I ,T ' \, • •` 1: �.�. \ , .\ ('' \ .. — ( j \ , • • CONSTRUCTION TESTING LABORATORIES/FIELD REPORTS-. 5 / f \ Ir. \ / - _ .I , )/ „ . ,� f', _, .II / " � • i ,,� \, \i _— 'H \ (' / i ) /. i • PI t 1 :/, `// I - • 7;• I ,\ ! I' - i" / i '— - \ - _I/ .- \ - r ;; _ (d 'y\ ` +. „ , , \ \ /\ /\( / \l \ , . ,, ' f l`` f ' ,,, I. z_y • I I / / . \\,, I \" v \ /! ,'/, (, // \-, 1, \ i 'l i /I .. 1 , `/,• F / y 'H •\. 1 i = > 'I , ;I . ,,/i " ' '— %. . >'\ `' %+ 1 '. / , H i • ' • -- . /1 ( I I /• . ' - I•. \' //- . 1 \ , I , / i __ REPORT MAY 0 1 1997 CONSTRUCTION TESTING LABORATORIES, INC. SUr w ,e; 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 - 28 .......::......::.:...:.....::..::........:............:....Facsimile 206 588 09 } �:: � ti:/1' `....,,':;,•.:.:, .,,,`�.c��.�>; ``,.'��;l`•��'..c'•.�:: ..`f�<2k~ »' ;>;[>= <? ��' rf%} �' x }? aS '`;>:" ...../ ........ .... . REPO, .................:......................... ♦w.•.•.wx Nvnv+ +m+x+.vnxYrinwmwwxxwrr.•nxmvwnwxx<vxx+vm rxx.•xxrriv:+nivxnP.4.wnvwwivvTrmmvwnxvwgsvwwwxwwixrxrxvxivMnnwrvvrxxivv.Hvriivw�xvw.vNivvwNxv�vv�"xvw�tivvxmmxv Client: M.A.Segale, Inc. Date of Inspection: April 28th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Avenue East, Renton Job-No.: 1150 Contract No. N/A Contractor: Client Report No.: 08 Project No.: T-0682 { .. ?-. ?...kz,::::kkky :-Ar n.:�x•,ryw�:. +me:o.. . ,-k ;r'ray .=, §4a.••cc:,�p aa+x:ro:,.. +xe�. r, ra:?�n:xe:^,;:...... ��• swan-.....•. .�v: ,a.:uaaracw:lF.xu•'�`?nc:w:c''tm`x-ai.•t�..2i:>:.e�i��" `f• ws.3ieeix.<:$.idxkm2r:.'•,�4+?-v'-?'••�"'�''x•••iR�?SS•. •" '�'•'•�+v'� .o6:6rosvea: f-.•••;vim?` :lea+ 1 arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. Upon my arrival, I met with the client project superintendent. All fills have standing H2O and the soil is over optimum moisture. Therefore, no density . tests were performed. GGeo Engineers MAY 12 1997 171 Weather: SHOWERS Inspector: D.SMITH/fmd FIELD.FTW ._ __..__.__ __.......__-.._._. Reviewed By: 21.14. MA'! 1 21997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED ,/g .; 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 • - Telephone(206) 588-0805 Facsimile(206)588-0928 1 .. Client: M.A. Segale,Inc. Date of Inspection: May 7th,1997 Project: Cedar Crest Development-_- � Permit No.: N/A - , P.O.No.: N/A___ �__...._. Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 09 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. • The contractor was working north of MH#14. This area is approximately 3.5 -4'below grade. _ As requested, 6 each in-place density tests were performed in this area and recorded over 95.0%, as per attached copy of in-place density tests report. Also, .1 each in-place density test was performed next to MH#3. This test was recorded over 95.0%, as per attached,copy of in place density test report. Geo Engineers • MAY 1 5 1997 Imo' ,,.ing • Weather: FAIR- 60°F @ 12:00 HRS. inspector. CARLSON/fmd cc: Gary Henderson Geo Tech Engineer) Frei n.Frw- FILE NAME: Froe82. • Reviewed By: J t1 • MAY12199? _... CONSTRUCTION TESTING LABORATORIES, INC. ISSUED .::..::. .....:......:......:.:.r.:......r.......:...v.", ::...wer...:.:.v....w.::::..:.ee.w.,•w.::..v.:yrrm:~...vv,ve.w......Y. .v.v.w.:.Y.P.ve.w: .::::.:w•.:.::.:..:.v.:..:•:.:•rwfe..::r:::...w. ee.w.W.W..::::.v...W...v.w.r:.:.::rr.v. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 . .:..:::.r.::...:,<.:}:}.Ph:::\.}::,:P::.:\.::::\:\..:•::h:::\:,::.:...P::P::.P:}}:Pr%•}Y%.> :..::.:rYrT::Y:}%P::.::::>:Y:h%�::.... w..,w.,., .w .w„ ....,... :. .. . Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ...............y>.v%.:•:`•....rx.>r...:.>.m•:::.Z!::Z.'Prh%.Prhn.:v .•.P.,, w r. .......,... ., ,w... .. .. ..... . ..... ... .. :....... ...............................:. ........................................... ........:....................................::.....................:................................................ .:.ha.x..r.r..vr..r% SP..%•.Prw\.......%w}:crr..,.}>.vh .. , .. .., .. . .. . ... .. .. ... .: .. ... .. : v......:...................... ........:.....::::.:::::v:.;•.;............................................:.:::.v:;•....................................:....::..::::::;:.;................................................R%RRA.>.Wi.^h.:%•:C.vW.N.�.oC•J:i.h•::..Vi.4.•.r.K..v". •''T?j.;: � ... .:: ::.�i ::i: :;.� ....� � �".::� :$:•��::::'::::$:: ::.:� ..•:T::i::: .: :: :.v:i ��::?�'�:: :;..ii$;::::•:::::::•:::$::::;;:•,:;i:!$$:::::::r:::$:::5%:':•$:•:::•:•":::: $$$:::::::$::i:;Y;::::::$:;:j:$ :y: :::i::$:i:Xj;::;$?j$$ti:$:i:::•::::'.:::::$:};:i::?:,v:::::•.:::$:::$$$i::•:::::::•:::::•'.::::{:j$::$::$::::::'::::::::::•$::r::�:::::::::{:::::::{•::::i:::::::::::::::::::'::::::::::'.:::::::::$::i::::�:%:;j:;y<ia !:.:: .� ..Jj..: T::... :. '.::is ::.. :: ::$::$ ;::.::i ::. >:•YTi}:::•YY';::Y::::•::i::$::i::$::::::•:•$:::•::$:::::i:'Y:•T:•Y:?:•Ti:i•::{{{:4T}:•$Y$$$i.ig'Y:'$$:;::ii$:::T:$:::-:-:T>TTTi':Y:titi.::TTTi:4 .N I i :.: is . i:T L::::Y:<:Y:T}TT S.:::i:::::::::::Y::is i::i::$::::::iy::i::$::::':i:::: ... . . ..LACE . ......:.:..........:.:�.......::.:.:.............................:....................... ..:... .....................:...................:..:........................a ... . h\h.wh.Y. h.r.»................h\•YrYT:}.v:\,:v., .nn.,.,..,,,,.,,,. .. n .»,... .,.., . ... .. ..... ....:::v...........................:..........................\v}................h.h h\ 'Mh T......h\hV. •k{K:•vh}w, ,, wvn....,, w....n,,,...,..n...:,,vrv.w....w ... .. .,......;..................................... .::::::::::::.v::::::.:......:::::::.:.::::: v:::.:..........U.:h h .....................n...h.:..T.::.... :R V.}A N}.4•.Y}:,V:},.r}.\`hV V}T}Y}:}}}}}.\P}>1:P.1'>Y}r}\YT>}T}r}>}YY}:C'.k'>}}:C4vwr}}:M1tiP}}} p'.j.:r'•:O:"{Si'i.:i::.:'i{ i....{...{:ii.:i:'w::iJ:p,v:.ati.Yvi2:�r::.�::.v.::.i}'-;:::;.yy, •..f....}h.h. :.T.. .}}>}„w}h....}.}....:Y}}Yh.T.P}n.YWTT}}AnpvT:::T CLIENT: M.A. Segale, Inc. DATE: May 7th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T 0682 REPORT NO.: 09 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd &Edmonds, Renton CONTRACT: N/A • P.O.No.: N/A CONTRACTOR:Client TECHNICIAN: G.CARLSON/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 :•T��i'��L::$..::{\:{}%�v'i{S.i�i%�S}i�'w,•'.:T'Y:•}:ti;.�T,h;..}.Y{,V r,^.yti\R;�.\C:'3wh'S: T^:F' \w:KP%: ::ti.rw , Jv. <.+..:v,•... .: ">:r>}%..ti:•.Pr%S:S:P'.. 'f V:MX\ .4%y}' '.r•:::{. 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T}}]tKP}wwh\^:JY.•Y ,•v ..w .. w ..n..T}..•..�.•,..•%P.HN:^rTT:4hH }>%P.PiK 7..Y.{PRTT}W.%P.Y...P:}:P:>.V.\Y4}T:S:Y{}"TRO7Y T{):tiai}•.4?�:P%9>$i%VSii]4:Tri:>.KVK..' lii+dj}::,i%>.h:T S� 01 1 33 i -2' Road fill approx.100'south of MH#13 P-1 124.0 1 109.0 • 13.8i 110.9 i 17.0 98.3 95.0% • • APPROX. 200'NORTH OF MH#14 If 02 34 -3.5' ; 50' West of road centerline i.t P-1 117.0 107.0 9.3 a 110.9 ' 17.0 96.5 95.0 ii 03 1 35 -3.5' : 75 West or road center line 116.0 105.5 ; 9.9 " " 95.0 " 1. r :APPROX.250 NORTH OFMH#14 0 ! 04 • 1 36 1 -4' 100' West of road center line I P-1 I 118.0 1 105.5 11.8 110.9 17.0 95.0 95.0% 1 ti 05 ,137..1 • .. -3' 75' West of road centerline " -I .............,.....,. ........................_.....,. 123.5 110.0 _12.3 06 r--38 -4' 200' West of road center line 124.5 109.25 14.0 "~ 98.5 . ._..._.._.,,.._._,.... 07 •39 -3' II { 200' West of road centerline . 120.0 107.0 12.1 . 96.5 I • { f z f v ..::•:P:%P%:S:PYR%•fpn.%p:•':.T}VOh'K.>T>r:P}.VPY.:HW}:.r}>f.YP}rY•.•.w-.P::•%sP:•,:P:S•rY}>}:fN.•Nr}^T•Oi.:y:r%•r.'•P}w}Y..::..P:52rl..%:•}:•.v,.%ti5•h\f.HP •fi • .p;:SN%:c:P:•rw:•F•%•%•%:h;.r;CY•,v,•%.F.•rwhw;SY.h9T%L•rh ..t .N ,O RmS: REMARKS: DENSITY.FTW FILE NAME: IT0682.009 REVIEWED BY: .- ' 1}14 itif• - CONSTRUCTION TESTING LABORATORIES, INC. ; 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 • • •,mrt• Telephone (206) 588-0805 Facsimile (206) 588-0928 Client: M.A. Segale,Inc. Date of Inspection: May 12th,1997 Project: Cedar Crest Development Permit No.: N/A P.O. No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 10 Project No.: T-0682 SAS.. Yt x• ac. s •r^w••,�•:• r.:;y,�,.tx, M <. +A'sg•: rtt • c:< ;.t •, :��< �.�t; •'1.�v.'"r'�z�mr�."`-•<''?;°."•:27.x:`t%`�•�$"°`"�aur�.c�:,x•.%•':t«;.•�:i;.a�..,t�..��i`�:a�.45'.'rr�t'�'�'�"�°".a �k�x«.oe�` •ki•°3K •;Saw.''•e�`;a:�'a:•�""«+,x�e�"''-oar,:��u.�at.+M°M1,:x +,'�n�;. iz2x� -- I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 6 each in-place density tests were performed (using ASTM D-1557) on the compacted borrow fill placed throughout the project. Density tests'performed at random locations. All density tests performed exceeded the 90.0% of the maximum density requirement, as per attached copy of in place density tests report. • Weather: CLEAR Inspector: D. MITH/f d cc: Gary Henderson (GeoTech Engineer) k 41 / fi Reviewed By: FIELD.FT FILENAME: FT0682.o10 l _ CONSTRUCTION TESTING LABORATORIES,( INC. . .......:......,.....v.....:...:.:.:x.:.::.:.....x...:....:,..N.v...vvv::...:... :.x,..,.v.ve..::.v:xx•...x•::x..:.:.,.:.v.w.v.w.:x.::x:..::.:.v.w...w...w.v.•:.:x,.x.::...:::.Y:.:.v.v.v.wor:e.vo:..:..v.v.w.v.usw. ..:: :v..v.vvx.:x.•:.:v:.,w:x.,,M.vvoms vxv.w.:•xvv.wo.w., ,.v.wvN.xv::.w.w.x,..:..vv.v.v. er. .,:mv.v.w, 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 .:..:. ::::..,�:�:::�::::.:.::.,,:.::J::.h.::T :::..:,..:.:::..�:.:<,,.>J>::>rYrhrr.�,.r::v<.:.>;....:..7.x:�:u>,�„h,�..r:.?h,Jx. ,... .. .. .....................Yr........................ .>�,,.::v�Jr»,.::�.Jhhx.:�...�rrr�..>Y�.>r.:>:.h..:,::.rthr...x.>m�{,.>xh.>rrh,�.?:,�?:.,hv�„�::.., .................................................:Z11:..A.............:vnw.,4•.»>:S.rxl,�Fr:xgSC.`.t'•XVh^\::...v..v ffff :,9R�riA,}.C::i > ::: N.:: :.: " . ...:: : .: :. is ....FLAG .. .. :: : :��:���� :� �: : .:: .�:: :: :::;� � � � „„„,„,,,,,,,, � � � ,,,,,,,,,,,,,,,,,,,,,,,,,,„ � : , :;, ��� , _, _ � � � m,;;i,; :::::::: :::::::::: . ..... . . 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DATE: May 12th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 10 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client TECHNICIAN: D.SMITH/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 Y.•Y.} .i.i}:..:.\YCh".. .h..viwi:iv:iii:'^ wn „ :.w T. 4: .:..• vRm:< : . `}.:`.Fr w..: x:T i..r .. ^w s.�:. . :m. : •l^ : �2Yi: .{...Y.Y .:...�:i}Y;4$"i}::::ci:vi::i. h '::m 7..>.:::>:;::.:.�:as.�:c: '.� iy h Y»:f Ca myw>> mz: Wn 1111.j::: ii; ::::iJ11: i:: im:�: 11< 'i:Y : f1. nni1YL4;:::: 4 :q { :4G i >Y ::YCC: 1sY.}.1A M • Y �iiF f� :. i•� ft n ::{: {11:1: : // i .1 :Y: i ::ii wYMe FM. • .i"SST :T.i.i.f..•:...i.:..? ..i.:.;..i......i.'.Y':v:: ::::::i::}i:i:::::•;i.}:Y.:.}:•;.vi i } .:.Y.Y.:.:.}.}i.}.:...}.i.... i.:..:.:.Y..:...:.:•::..:•Y.:.... .M.}... . 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REMARKS: *Approximately 3'above existing grade. �i DENSITY.FTW 4. ;✓NAME: D-T0682.010 ,•� REVIEWED BY: 1" y:.:• flCF AN 211991 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED '47 " 'g 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 S�, Telephone (206) 588-0805 a_. Facsimile (206) 588-0928 IFIEWI N k;i:;:;i:;'wwn+Marvw}vnw. :.wvstn} Client: M.A. Segaie,Inc. Date of Inspection: May 15th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 11 Project No.: T-0682 ZI f""X'r5A'd.�.c:�:cefN s;�IVOM:y cs:'r:K�.y�� 'r!: ;r !;<;M S ��+/Ay /ryq �v 'l.:(G;:;:/..v'J.-}:.. i�L.�.G.\ ...$:�F�.'1\...h.-i!.4'ii.%.'lw'} .Lh XS'C•nhti}'��..�!.�..`.2{G+w:��F.h%iYL�h�LN..w: I�.N-.X.fkva'�.k}. -n.}v I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. As requested, 7 each in place density tests were performed on the compacted borrow fill placed throughout the project. All density tests performed exceeded the 90.0% of the maximum density requirement, as per attached copy of in-place density tests report. All fills appeared firm and dry.. 'NKm.. 4//l/AVHA(N.04:VNRtf...:AW W/FWifFLN %9YM. WNeW)4FY F Weather: CLEAR Inspector: D.SMITH/fmd cc: Gary Henderson (GeoTech Engineer) VOIAi 4 F/ELD.Frw- FILENAME: F-r0682.011 Reviewed By: l 1 r--- - - _ - _ - - - - - , � - REPORT . -. CONSTRUCTION TESTING LABORATORIES, INC. MAY 21 1997 v:. :::::::?::::::..t.:::::::::::::::::::::...::.:::::::::::::..:::.:::.:.::.:.:.::.:::::::::::.::.:..:.:.:::.,::...::::.:.::..:..::,:N:..:v.:.:.r::r.::v:::::::::.::..:.:•:.::.:.:.:.::::..:.:....::,.:.:r::::::..:.:r::.::: ::.:::,::::...:.:..::.:...::.::.::r..::,:.t::.::.K.:..:.:, .....::...:..:..... .. �� 10111 South Tacoma Wa , Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ........:..:.<:::•:X::•.tc:n•T,h::::.:^.v::::�:::::•::T::S:ti::..c:::P.4h:?.l'::.XC::..}}f.TT%ti:•X•?:C::4.:V.. RY.r Y'.. ,,,,v....... vr,w,ry. .r. ..v w•� .. .......,.r.,�.n:.%YOC:Vxx•XtV.YVT.......h5.rt5•.........V ?..:X•hV..3.a...xV:Vn t:Y...f.....v}....<• f•.r.:ry v. �..v.v�..w. ».vv r. ............ X?Y.ttv}'.Yf..V...••:a....h.....•haT%Tx%•.... .a:Mrtt.:Vy?r.r....r.... ,r. ., .r. ..:...A..A.hV.'MT..}.a.F%•rf:XY}NT..>N::•^:W.tt:•}XKS:Yti•T X•}T T:'".' •' .. v •+•i :i vA. ...:.Ltth MV.M..4.Wn xrx i. ' :: :: �::`..�....'�,....;.....:,..::.i':i:�.:�': :.:: ''�:. ....:•::�••.}.��'�':,:::•:vrn�.�:v.v�.;�.::...:�::':..:.:'�.:v:�.. .• },�::•..r;:.?':..:;;;;;i?ii;:i:;;�:�:i::::::iiiii::::ii:�:::i:::::::•,:%;:::::::'�::iii:(:iiii},:;v:>:jy}:}:y;::�::::::::::: Yti:::i;vi::i:::i�::::'ii:}:ii}::::i:::::::::::::::ii::i:::i:::'i:::'::iiii:yiiiii::i::,::t;iy;:yi::;:;'1.j}$::i::::iissi:::(:ii:':::•::::i:::::5::::•::$ji::ii:{i::::;:ism::::::):::;:;:i:{:}iii::::i::::::i:{}C'ii}•;:}:::;:',:::5 .. •: .: ........ .....................::::.:iV{:i;:?>ii::::ii};•}:a:•}y;?:a}:•}:•ii}:'i}}i:n:}}i}i}:i:ai:'}::.;•::;ai:{•}}'.:.iii}i}:•}}:::•}:ai}}:{{. .. ...................... :::i•:}i:•}}:.s.i:?•:::.:}:::.::•:':}:iT:•:;?•i;.}}i}i::�iiii:Xa:i:Vi::ii}iT', : ::: lN.. :.:: ...: . ::: :: .:.:: :�. :- ::::i ::::: :: .::: � :: :::: :: : .::.::?:::.:. .: :.:: .::.i:i.i:?.}i:??.i:.}ii::}:.i::i::::::::::::.:::::::::.::..�:::::::.�:.:::.::}:.}:.::.}::.ii:.i:.:iii?.::::.i:i::.:::?::::..�::::::::::::::::::::::::::::::...::.::::::::::::::::::.:::::::.::.�::.::::.�.:.::....:.:........................................ ::......... ... .... . .. t1f.. �'.T...Y......T.EST #�. .: :. .: ::::::.:::::::::::::.:::::::::::::::::::::::::...:::::::...:. . . . . .. .................................................................... . . ............................................. t i::.i .r..rr ,.t:r..... r .,r.. t... .,. , :.,. r�r. :.:...:.:.::.:..:.:.:.............}.:% ...................hY•...%v.....h\1....\.................. }.'a:T.}...%..k:.71}..v..\...:. •.:....}.t...Y.q...}h.vv.....a.... .. :r..n ....:'i:i'i"::::•ri.. .. .................t.... .... ...........:............:.>h.......• ..................:......... ..V..; }.::}:T.: ..V.......v hhY•..V:}%a%•}.'}Y2::4vr`:4.'} i`'i:}:•}ti}.:%}x:::..4 j:i»:•iii CLIENT: M.A. Segale, Inc. DATE: May 15th,1997 PAGE: 1 OF . 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 • REPORT NO.: 11 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client TECHNICIAN: D.SMITH/fmd IN-PLACE DENSITY TEST METHOD: A S T M D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 :•i.•:.:';.R?:..i..v...}:}::.T.i.....:.v.:. }i.}}i.}F..i: \M ::.5a�...p�y..}...1v:::}..}G'..}..AT}.y }.•. ..aXR,:.:...n:i.'.a ::.�..::ii::. ;:...:x: .::. r4 }f :1.• :. ?:..:i. Z.:...:::.<.a < n.; <::....rh. . rg::;(.;:...>.,...:.<...:;.. �.i�.^>:.•:>.c.d.v.:�..�Xi.n..•.::: S> :v ..;: «:i<::::::: ai:::v:;?: x��iixi iCNii n.j}i.i:•. f .xvd :.Tt}.\ 4::>: � v mi:>; fiS:.:> :?:;x :^ii::<y» v•:<r:^.:::�: : Y 1::Fi . i:i . :: : 4i: i: v ivi :.;j: vw:: i ^w ij ::ii ; ::i: vvv ;} vi: v :: : : ' i ? vv::;i�::v ::i::i .:i :.i:vi: i:i { ;:i.?.i.i.;i.v:i;::: : E ` i : : iiiii i{ ? ii : f :. j •:ii::x . .. } b }•a•i•6}.}}x }}:i•}:9iii}::,.,gi:.>}•ii}}}:VT:i i 8n ;:.. :: T }} ii}}i}{.iiiii:iLL} }ai}}i}} T: : .i }g:: '.:i.Y: Uv :. :i:: ::::}}?ITE . T 3} t.: a :Ji :i•:T:M: :: .Nii•: : .18!•i.i0 i } i,•: g4 :.i::...a } :i:e.};:i :i:ii ;::: : ..L........M: .T:a .}.:aa } a axa : :.....:.: . v: : Mxxftm'x:�,x . .. < .. ... ?iiiff : .: .....:". >: ... . .. i ; : ; ....; .; : : ..: �. .AT�01.1 ... .... ..... ....... .......�ur�V .......��S: . .. :.�uI�E.. ... .. ..©yy. .i� .. .. 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NhnVh# YFhry rr % Nt.. • % Vva� ?:.i.}iiiVVV {ViiAaCk« : VXaW �T.�4rTT AREA SOUTH OF MH#15 } 01 ; 46 > +3' ** 0 150'south of MH#15 & 20'east 1 P-3 114.0 106.4 7.4 110.9 ; 17.0 95.7 90.0% 02 : 47 175 south of MH#15 & 50 east 115.5 107.4 , 7.5 96.8 03 ° 48 200'south of MH#15 & 10'west 1 " 116.4 i 105.9 9.9 i ? 95.5 • 1. 04 i 49 210'south of MH#15 & 50'west " ti 114.9 ( 106.1 8.3 1 " 95.7 1 NE CORNER OF PROJECT SITE 50 ` 4 � +4' ** 50'south & 10'east of NE MH * � 05 P-2 � 123.9 � 114.1 � 8.6 125.0 I 11.2 € 9.1.3 90.0% • 06 51 1 1 150'south & 20'east of NE MH * 124.1 ! 115.0 7.9 1 192.0 i •07 52 Y - 300'south & 10'west of NE MH * k " 124.5 114.7 8.5 $ ! " 91.8 : j • fi } : s s t S ................:.....,......._. ...,......r. ,..rr........:.rr:....:.<•}%•TTTTx.>}Tx.:a%,T»»h.<:YtY.>:.,a%:..�<.,s..:•x:,}}w..<.:aYh„},X. . ....X.....:Y.:Y. T}'cr..:.}'..f•'•r}r :•ti:•xr'•:v.:<ti?•:aTT}}rtt:;.:s:•:....:%arsvi}xY:•xr}y>x.•x::•}':}X:•x:^%•x•x.tsi:•ra.•:•ixx:<:Y.}.r',..:'vv>:•......:%•:a'v%•hoTx.•::•,r%a:riY.s•.>TrfY.•::iq}?>...;•,Yo::rxaxi.TTx•X:,T:<;anr�wX�tt•.cyxv%•T:r.rs.o.......r REMARKS: * on existing bank at NE corner of project along Edmond Street. O C FOR Y r **Apprixomate elevation above native subgrade. +� 1_ a DENSITY.fTW/FRM FILE NAME: 0.T0882.011 REVIEWED BY: ...... ............. .... MAY 291997 --- CONSTRUCTION TESTING LABORATORIES, INC. ISSUED <?yc; 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 I Facsimile(206) 588-0928 • Client: M.A. Segale,Inc. Date of inspection: May 20th,1997 Project: Cedar Crest Development • Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 12 Project No.: T-0682 }•`�+�+:; .rr•',sawaa. ikhr'.'xr>��exi�•.e�+�nma��i;�'�:n'.c�u:•ai.•ty''•r'r'e',•'`�.•�'.•'aoat;»•/ate••sec.upKk.••�.:•+Scwxwexavaaa::c.�.•n:..::•aaua:..isu•'^�•..1�'c.'Q:+�.i'i.'::vtxW1,r�un�.x<o�.•i�;;oeFa.ij.+,ttr�7�':�•o�`w'•l•.iii+•:.i�iuk}``Knv::�:+ I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing on the compacted borrow fill placed throughout the project. As requested, 11 each in-place density tests at random locations for the above areas around MH#15 and MH#16. All density tests performed exceeded the 90.0% of the maximum density requirement, as per attached copy of in-place density tests report. i } Geo Engineers .11. U !€,c;7 • 1- - 1 ' I I ; I •:::• ..::::::::.:.:::a..:r:::a.•:.::.:x:<v:x>v.::vnv::::rr..::a:rrrss:r':�c.+r:rw.«axua2�rrrrrnssvc:wnaa:xa:raav:,v:.wrxa:::rr:>.::•xxnarvr�w.::.san:=::vr:.ax.orr a:rnarcu:a»::arJarx• Weather: CLOUDY Inspector: .SMITH/fmd CC: Gary Henderson (GeoTech Engineer) \j\FIELD.ETV- FILE NAME: F T0682.012 Reviewed By: hld\ i , MAY2 9 1 .r•� CONSTRUCTION TESTING LABORATORIES, INC. ISSUED .,..,,,vv.:x..,�K..x.ri.,x:.:,..:x�,..K.vxv.:�r,.�,:v�„x..:,..w,vx.v...:r`.M,..:...xxx.::vN:...rrx�..w.,:.:..w..,:vM...N.v.....,.,.,.f......:....,...........:......v..,:.....:........,�.:x:...xK.xr.:........:.x..,,�..:N.w.,^ ................. .... ............ „K.xww.xxr:�...w..::.:::..vv..:..... ..,..::x. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 vuvrxnhrvxx+Xvaox�.vxsv:KKcsvx•.�XKvx:•:vvxvxKti�ixS:VAt•%,w'o>%K:YStiMW:V;;;;SrK:K•x•:SVr%w%4:•N+C:,:C^xK�wV:CKO0.':K K•lxK:hh^>%5K•%•y:,•,+.... ....:.........:. .,..� •':..:,..•c.....xx..w%r.x..vXss:•.::varox..};r � .�.....�.. .. ........ .. .�. .. .. ................................... .>.sv:vv.'•r........:.K%vxrw..v.X:.as.arxw\\,xa:..Kvxru v .. .. ..vavr.•.v:xwxtttto?asK•xo-v.w+xvrmKKsvvca w..vrr}}: , -. .v ...., ii:?iy, ��044041:::::.� ...�� .�:: �'�ii iii.��:i:'i::: ^: .�.::. �<::;:Y:::::� ': ':•::. .�•i::�� :. .•l ii:'::::::::::•:::::::�::F:::::•:!};;:'v::::•:•:::•::::::}::::::::::':i:•:::•:::::•::::}'::ii::::i::f<j,i;,;>i'?;:�:::::::::::::•'.;�:::':':i:•:P:•:::::•:::•'.::::f:::::{:::;:::::::•,:::::fv:?:::':•:•::::•:•'.::•'.':::i';:::;:;:;:;:;:;:;:•,:k'.' :':::•:::•::::'.}:•,i:•i:':':::•:::::•:•{:•'.::::•:i::::G:'::•:::•'.:::::is�:::•:•::;:::•.:::::':::::::;:'::^'i;i:;iJ:ii:::::::::' ;;;;i ^i}YiY'I.:�///.. .: i• ii:: ::i}:: :: •. Y v:ii .::} .::i ':' .::::'::::•}:•?:•}Y :•;.}}Y:{�i}i:•:?}:• ... ........:Y}:}Y}};::.;::::: %}Y:v:?:::•?}:}:}}:}Y}i:i}}::•:' ..............6'.!: EN$ .. .. ::TT:. .F.rr88�n .. ::. ..........................................................:. ;..........................................................:.. .......................................................... v:.� �:1'xJ�54.++\V1::;i:}??:4:�ii:�;i:�:�ii'r}Y;'r::iii:;j}:::'r:.�ii v�jiiTY•::%:i:;ii ii:::+:i:�{:y?;'l::�i::::::::?ii:•J:•iiiii:Jiii:::iiiii:t�iii}i}'r::}'r'r}iii}}:' iii>�iiii::}j}Ji:t?:?':�iiii`Ff?�ii�:t�i}Y::iiii>i:'vtSJY:'i'riii?::�i}i::::j:ijiijijji}ii}'r::iiiii:?�i}}?�:•>::;:;'r,:ii:'vji'f.:i}i:t:iiiiiiii:i::;:L:ii:{�ii:�iii:�i:�i::ii:i�i:}:`}::v::5:}}:i?:i'iiijjJ'r};'viiiiiiiJJii"i:i<L::iii>ii v�iii:iv�jiii:tG}}i:::. .. :Ch.}.Th h\:1\N1v%1:`h:Ch`T}.W% , nw ...•,n•. „ :vn ., , .. ......... .. ..::•::.�•v�:::.,,......................................................:::::::•:::::v........................................'VNh Nx.9}}h\K...:}:x%x%...4A..Y.V.h..%• ,,. ,u. n,:.. r.:. ,,.:•...r. ..... .......... ..... .... .........................................::::::::::::.v:v:.�.:.:...........................:.:�::::�::: ::::::::::::.�:: ?X%•h V..h x.V.4h..h V.,9.....h.,,...x...:.......w::}h•:w:%•%::•>}}>}:?}}hK•Y:%^.w:A:h•}r}.^:x:\•.::v::}:%•.:•.::,•:tt,:•.\:4f:v}}}h\1.4h`%,'}x 1K\},;K.•...K:n.•.•m�::::.n.,.,.,.,.:.:r.:.;r....,.•...;.;;.:....::i.,}....:::......::;..:..;.;.;;.:..................:.... .x K...},}...},....h..hhhhA}.}.r>hXV:J:A4.AA9rh'O:..Y.fh1.,•.,:Yrxv}r Y.?rY:}R:}:}V}h�r:KiK•:K•:K•:•%?i:v` CLIENT: M.A. Segale, Inc. DATE: May 20th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 12 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client TECHNICIAN: D.SMITH/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 ;,;.: •}. •v .:::•.;:. .r.:. ,£�r?Kw':°Ymv:Nr.;�xt�:Y:v:w:.;.;; 7; } •y, �e�.s;•. �,:K::^::: .7r.:!:'?:^.ra:r;x� , �•,:�x'.xvx� ° i..,A `a K<F.3S%:� ?K rh"<^E•':;?b�i r�vr. .Y.. �..:.... mr.r. ^z 7 rs a u : %. , ............... : ::..� ....:.:..............................Y.................... ...,.......:.:.,.....:h„o:}.:•:.K:\iK.. .. .�:•... . . >::c:. :czuara�:n�. r...K x •:a:::: •��:a;e�:�;KN.,::z::K:7}.y::}Kh<7 z: ::;:<:<}'>::<:::: >s:>:::>:;:>;:»::::::}:;>s::::::»:<:::� : :::i::>::»::>i::i:::>E:::E:>:::::<<:E<:E:::i::::«:>::::>::E:E:::::::::::'?::::E:E:�::::?:::»»:::%::>E::::<:E: ::E:E:E::::::?:::>:::z:::>i:::?i •E::: # #:::3�::%i`• #S�`;»< EE > EEiE %:> in i;BIla :.:..��. ..�. .>:w#?i"`'L iEEE``}:.. . : :::::::::::::::.::. ;:.}:.:;:.;:. :;.}:.;:.:.}:.:;.}}'::<::::::::: ::.::.}:.;}}}:;.};;:.};:.>:.}}:;.::.}}Y;.:.;:.;};}}:.;:.;'.YYi•:::::::::::.i:.:;.i}:.};::;;.::.};:.Y:.:;:.>:.}::..;:.;: .>:.}:.;:.;.: # L:D>: ::. ?:.}:.;.}:.}}:.;:.;.:.}:.}:.} ::::::::. :: :.:':. : . .: : .«.>:.}}:.;:..}::.}•:;..:: ::::: .:;:.;:.>:.}:.;}}:.;}:.;}::• itTE:Fii :::.:.• :':;:;::' ..:':: ::::::EL :V .::;.:'..;:::::::::::::::: ::i:::?:::i: :;::::::::::':::; ' >`'•?.. :;:.': :: ti::::::::S::i::i;::s<:::::::::::::2::?:: <: :::i::::: .>.;: .'. •:::i:::<:%:: %:::: ':;'.:.•t;:F .:.::::j:;:;:!:::: :::i::::;:;::i::i'': :Y..::......;:.'.....,::`:::>.:.>:.:::::::.Y•::..: ::;:::::::::is::i::<:::: :i::`::::::: ::::i :;::i:;:: :.:... .::...�:: .. ................:........................................................ .. ..CAT, ON.......:::.:..:..::::::::::.:::::::..:: S ... . ........ ....... :::.I1IE?.::..::.:d.Vf�..... . ................... .. ... . . . ........f�R�': "..fiPTlMi! ... .. .... ...... ................ ............... ............ .. ..................................r........... .r.... .................:.......r. ....... ... ..MOIST........ ggei iiiiiIi :.}}:;:.}:.}:.;:.;.::.:::::::::::: :::::: :..;.:;.::.}:.;:.:??::<.}}:.;:.: :;:::.::: :::: ::::::::::::::::::::.}:.}:.:.}:.:.:.}:.;:.}:�;?:.}:.Y;:.}:•}:::.;'.::::::.�::.: ::::::::.: ::::.::::.: ......... ........'Wig p PACT p�• RT.VYP%CN. Wxl+x\WKxMYXKKTY.KKMr%•xx•%,KAW.•}YnC#%:\OroC•]}.MOttWi .r. ..•. ....... „:................. .... ..::•...•.�. :..::........... ..:..::::.}}}:•;::•i>iYY:K•};.}}}>:,>:.»:.Y:•Yi}:Yi:::�i:�::.:>::•>:�........:::.:......... .:.}:�>:�::�}}:.r:�:.}:.>}::•x ION:KKCX%94YL..h/xwXSO.....0 }V}%:ttKS::?rti::<..•W:KKK•%C:•:IX4X YXA}%•x::•:Nfx4 NC•:O'KGO%4:?:4Yn'titt:YxV.IN:Y.v:•N.<<�.i..:.-•..t ..:•}V:AOCIXM•%r/rY}i.N/:% :YttJD'wV:4MC9:4'AtO�••••.9A:^.•iji}:4iij}Y�ft••>]Cii:O:?:4^:C ii:SiUH 1 01 • 54 - 7' * 60 north of MH#15 P-2 124.4 € 113.1 10.0 125.0 11.2 90.5 1 90.0% 02 ' 55 II :20'north, 20 east of MH#15 128.0 113.3 13.0 : ' " •• 90.6 1 n 1 1 03 46 120 north of MH#15 " 126.3 114.3 10.5 " . 91.4 <. 04 47II150'north, 20'west of MH#15 1 " 1 126.2 115.6 9.2 K " 92.5 If il 2 05 - 48 " :20'north, 30'east of MH#15 " , 126.8 117.1 8.3 i " 93.7 1 t 2 06 49 " 50'north, 10'east of MH#15 1 " K 127.1 114.4 . 11.1 " " 91.5 " 1 07 - 50 I 100'north, 25'east of MH#15 124.1 113.4 9.4 90.7 1 k 08 51 40'south, 20'east of MH#15 " 122.9 112.6 9.1 90.1II i 109 ; 52 i II100'south, 30'east of MH#15 1 " O. 126.0 115.1 9.5 1 " II92.1 I 10 53 100'south, 50' west of MH#15 1 ." 1 125.7 116.4 8.0 " II93.1 1 If " irr 11 54 10 south, 100' west of MH#15 126.4 115.9 9.1 • 92.7 . : rr...,�...rx............�.h..x�:rY}>hw...Y.,.K.}x.,.<,XK�Y»}x>..........x.:.K:..<.%:•:::.::::•.::.rxK,.r>y.K.,>:::,.........7 :K,<:tt.Xvxr.::....w..X:<..v:}:rx.:::`X:.:��.�:tx,�.>Y:K.X.v.h:\:�\.�. NFO�1�.:�:x:�: ti�. REMARKS: *Approximate depth below finish grade. DENSITY.FTWIFRM FILE NAME: D-T0682.012 REVIEWED BY: .L .A. REPORT CONSTRUCTION TESTING LABORATORIES, INC. JUN 0 3 1997 bL � /�'� 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 • Telephone(206) 588-0805 Facsimile (206) 588-0928 IFIELDIINSPECTIONIREPORressmiiimesommensimmoioi: 1 of 1 Client: M.A. Segale,Inc. Date of Inspection: May 23rd,1997 Project: Cedar Crest Development Permit No.: N/A P.O. No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 13 Project No.: T-0682 axyf w• f:;;••r a.�in v`°' tm 'e"4,'. •w•, rw. t� xc•:t,•w»"y.v.��°.>a.�•"w;�rf�f t xr: •m;n:, .}•:..,•_r,pr;.;.,..:fi,••,•r•,r:::::.•:ar::.::_ f3x;S:%.`.xea�lr�`•u o'?t�;n•;a r•�' �.,.ram; �` f.•;:"!1;3."r.`4'.�;�`t�..:o-'�``M.. .•�.}•x"`•Ix;;,ti.�,?"'}.«+��1 r.Y.ti;.w• ,,,x;s;..�:.�•0'�"i;;x.S"u.•.x::�`�::.;;r.:C•�..e:�:,�:`.:` '::•:r:;`.•rr:::•}:>} I arrived on the jobsite to perform special inspection and/or field testing, for _ today's scheduled soils in-place density testing on the compacted borrow fill placed throughout the project. As requested, 9 each in-place density tests were performed at random locations on the compacted fill in the areas of MH#15 and MH#16. All density tests performed met or exceeded the 90.0% of the maximum density requirement, as per attached copy of in place density tests report. 1; - 1 ' f Geo Engineers JUN0 1997 f•- ... -.. a._ .. . nn....n.n:.n.vv.un:rA..xx:nR•J}:Virwr:I.V.wrr:VY.•^nvn:Vhh•.v.�'S54Y:•nW.f.V.'.CfYA%VN.tSr/.•}t:•MV}%tiO.Y.:�nvhA[4.t4o-.Ku4.•:wr:A.CW}AP:VVOVVN%4vNAti}Nx.OqW.•:}:ntKV:Y.?wY:}r.KLK9rrVw•:.v.•riti:•:n•:::.w:nv.:::::::::.v: Weather: SHOWERS Inspector: .SMITH/fmd cc: Gary Henderson (GeoTech Engineer) Frew.F17/- FILE NAME: F-T0682.01J Reviewed By: I i , REPORT CONSTRUCTION TESTING LABORATORIES INC. JUN 0 3 1997 ..............,..v...:....:J..........................,J...:................J.....:..........................:..J.:...........J.........:....,...,....................:.J.................J.............:.......:...J...........:.:...........:...........,.......�:•10911South Tacom , stlife D•7, Tacoma, WA 98499 Tel. 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DATE: May 23rd,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 13 • PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client TECHNICIAN: D.SMI TH/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 k `�5:. . 3?31 '��': LfiST%{K??L, :%r>K f.Rfs• s:eY:c<•.� }: ::• ,:}:x.:•::}�sw Knw}}% r• }.%Kr 'Y K.. ..... �•�''..'}�"ra},'}w}°.•:,...o:....u.:.:+#.....,•r.,.., '�rr � •:J.. 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No. (206)588- ::> >::> :.;' »: ..: ....: :} ::..:}..:::::::.:;':?.}•::.::.}:.}}:.}::}}:;.}}}:.:;.:::::;::»'}:.}}}:;.: KK ,> 0805/Fax No. (206)588-0928 \tCVOP^P1 ....... ....... .......... .... .:..::.V::;......::::::}}}:?:?:.�:::}:}}}}i:?t{.}}•:::::::w::::.V::::;?:::::::::::.V::::::::.V.V.V::::::::::::}....n............ h'aP`,�PV.VAM1V,tlPM ;...,:..;:.......::: :;...::::::v.V:.,•:..:::.::::.V :::::..........:.V::::;.........:.:::::::.:.........::::::x}::;..........::::::.V:;..........:::::.:::::..........:::::::n�;.......q'WTTIWNPVT/��1ViaVAW.WV(PVnPVa1\'P11'WP ....:...n .............. :........ ......v.. ....... ....... ............ ...... ..... ...... ...... � ......:::.::::::::.:•::::.w::.V:n: {::;:}}y};??•}:•}};nw::::::.V:.V::}i:?;::::::::::::: :::4};::::..:::::,V;}};}:{.}•::.�::::.V::.V::::;;:::::::.V::::::::...... 1WiS:PWA'V30t ..................... :::::::•::.V::::::: }' ::: ::::::V::V::w::::.V:::w:.V:::::•:::::::::::.�>.}:;n;•}};::::::::::;:}:;•}:4:?n}};V.V::::::}:}}}}}}}:;;{:::.V.�:.V::::}.}.^:}}}}:•}}}}:;.::::::::::. tWP.,fih1\VNVP hV:WV•VJ:4NJ.\'6. ..................::: .v..........::::V:: ..:...nn.w:::.:::.�:......... .::::...::::........::::::::::::::.:n........... .::::::::::. 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Pww.aww>.'ovsarnxwwa't�.:....�•.�•;::::•:':':::•:...:::::::::::..:::}}:.r}:_:.::.}:.}:.:.:;.}:.}:.:�i::::i::::'�S::':6::55;::::::::::i::i::::;:;i:fii::: :::::�i::it:�:.}:.}}:.}<�::. .::::.:::::::.::::::::.:: E AREA 01 74 - 7'F G 40'from east, 150'from north P-3 123.2 110.2 ' 11.8 110.9 17.0 99.4 90.0% 02 75 80'from east, 250'from north ._..w ...._......_....w..............._......_:............_.._............__....._..._. _ _. ._._.._v_,_._........ ... 119.0 105.0 13.4 94.7 II .60'from east, 350'from north " 129.0 106.2 21.5 " 04 77 95.8 >, 20'from east, 450'from north 126.5 108.4 16.7 97.7 ,NE AREA 05 78 G 120'from east, 250' 0.......... ......7 F20'fromfrom north•........................._............... ..__.P-?_._........129.8 121.2 w 7.1..... ....... 125.0...�..... 11.2 97.0 . 90.0 06 79 II 80'from east, 100'from north _ .. -- • -_.-........_.___ 130.E 123.2 6.1 .98.6 " 07 80 " 180'from east, 120'from north " 132.2 126.1 4.8 .I A .- 08 81 220'from east, 300'from north .. /I 96.0 ,�� 126..8 120.0 5.7 • 09 82 . 150'from east, 350'from north 130.9 121.8 7.5 .. 97.4 x.twrw.,P• wNV„1•nK•.vw•.4:WrA�w:.r+v.,[C. Pv:VnV.,vvn•.v:ON.l4q.Yr W.'i4YFVY .........'•._....`.. REMARKS: R:4R>r:4.taPVR N.O:,•.'V.V».itP .V•gYVCV.i. .. ELEV.CODE: FG = Footing Grade ENSITY.FTWIFRM FILE N,Y"'^', 0.70682.014 (05/29/97) , 1 REVIEWED BY:�"" '"�' , � ,. . -,�, JUN U 31997 CONSTRUCTION TESTING LABORATORIES, INC.ISSUED ya`,c 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone (206) 588-0805 ;......................................................................................................................... Facsimile(206) 588-0928 Iiii.FIEL I S C: : EP k�??':'::�?:�:�J3::;:;:iJiiiR�$::Y::>i::ii>i$j':>;:::;:;:?i?;:y j?}:;i:;i;..;.t:;.+.:;'.^.;:;:;:::;si:}'.'."'?:iiiii::;$ii.`;isi:$:::;.y;:; it;:;:;:;i,;.?j;:.�{Ytt;i::v::.:,:'2:?:.::i:::;iT:;S:;`l?:�j:�S:j�ii:�:�'isi:::;i:;:;i:;:?;:;:j::jtij":�i:%'{?:%S.`•:�Sii:S?::ii::;:;i$i:;:<:�>:�>�j:i:t�'I.b::i�:::�:::�Yyi:.. Client: M.A. Segale,Inc. Date of Inspection: May 28th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 14 Project No.: T-0682 i N:mtm`kms x! °cs^3k.vw ��.:�""'qus.Yfmm,,,I,: a veoxa> rc'-"q;^^.:fs"»r. :aa ,K..;•.:yc:;;v I arrived on the jobsite to perform special inspection and/or field testing, for I_- today's scheduled in place density testing. - As requested, 9 each in place density tests were performed at the SE area (approximately 7' below the finish grade) and NE area (finish grade), as per attached copy of in place density tests report. I`< ., - � ::.:•�.:xxr..::.:o:wr.+r.�•wi.v::.ssssorrwrorrcrr:xxar.>•rxxvrrr:.ucmxautoahv 4....:.v.........44t.<+Ott:4Yii{tiY:•Jan3CN�:•>::CVYf.Wi%.(KS(SSK4A•xAK:vxYR�ittSKNiKW..V.-N'/.4[s<KK•Y.•Ms+[vcw.ix.Y.tt<.'f.C:::.r>:-.:•:::F•x::xv:::::.::• Weather: CLOUDY Inspector: .HONG/fmd cc: Gary Henderson (GeoTech Engineer) ,LAAA FIELD.FTW— FILE NAME: F-T0662.014(R-O5✓29/97/T-05/29/97) Reviewed By: �jV l ------• - HEPO i CONSTRUCTION TESTING LABORATORIES, INC. jug 0 31997 ::::......::t.::: n:.n.::::::.,.n.. n,:.:: .::::::::ron,::.ro.:,:.:::.,.::::::n.::,.:::,:.:,.::::::: .. :::.:n%,:.ro::::.t:: t 1.1 V.:..t.::., , t :r t :.:::..::::::::n.::::..::::::n. ::::::::.:.:::::::.ro:...:................................. .............n.,n..,..t...........t..n.........,.t...t..:.... rot.: :::...... nn.::::::::n:.:. 10111 South Tacoma ay, uite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 vvvt..n::xx nutawnvvv,vxv.5ttvnvvtynxVm,w.hnv:,xvvn•.v:.vv:•n,t:t•:.w .�:::. :.i}i:;•::::iii::::::.:.:::::::.:::::::::.. ..:... .......:..:........:.•:.........:... •. ..att,•.:•:.v,:•nvutv:•.ro:Tnt::•r:::::.rox:y:x.Y....Yv....v.v.••v.•rorovn...v Y....,K•tx v• .. . ..... ....;..:v:v:.v.v...•:v::.v;...:..........::..:v:::.v:;..............:.::.::::::::::........................ ..n::•.:.�•:.:•.:.:...n:.,....._ .. ........ ... ...:n:.wv n•ttx v„•.t•. •hxn,vnx•.ttvn:,..vct,avtttvnYtyvn..vtY,tnvf%tx..t+Yttitvnvt,,,h YawnuK:t:vv?.' ..:::i:. /: ::;D K:NSIT :iTESv.1i:::::RE.yi:.'ii.: :i.<: .::::`: rj::Y:)Yam :;g:::::isis i::::'::::::::ii:g:iim::}::i::::::$'::'r i:::?:::::i::i::::{}:i:::}:::::.i'::::: :::::::i::::Y:::iv::: :::v'r: : :::.i.:.;is ::.!!1::is�:::::::i:::::t:::'ri::>:<:i:v::::::i::::::::::ii:•i: i::::::::i:::::': ;ii,Y'r::::::i,::::::,;'::.:::>::i::::2 ii' : :>iiii::iiii iiCiiiii �::iiifi{f:i:Yii :�iii:{:iiii:ii::rY:i iii iiiii::iiiiiiii iiiiiiii:�L:iiiiiiijiiiiiii::ii::iiii;iiiiJijii:: }; :ri .v tt,v1\\\+`1\'w4\v nvTTTh,'Vnn.::}n\.vhl4':\v.,:hRvr:.:V.\\V.vv.:\v'.v.. .:.r .......,v...•�...,v......................::�:�:::'.i. •:::.v::::::.:........... ....................... ......,t.v h.,.hh T}%•:vvTTtitit\h\tM\. ,'.Y:rvn��. r.rr r. �rv..:v:.:..:.:v:,..,. ......... ...... ...... ....................................:::::::.::v::::::............................................:..:......xTh\n.}%.W..:%MT1.............. n...,r.....:.r v. .,.•.:.. ...v....,v.,..n v..;.....: ..... .. .. �v::..;;....:::::...;....;........• t.f......n•.t::T::TN.vvtY:.:S.S•n.....t......... .......................................... .....' n.%,n4.:::.Y:ti,\'v.n n n.......}..hn\%.:.�:i•.C.vnvC.l'Tnh:•T:%x\C.v%?:::iht•}}}}:n•.v.1:}}\:h4ti•TT%,».:V::v}%i•}T}TTTT%CT:•hr}}}:iTTT.•:O:ti•\ti t4 iT}rvM?��T:YT:•}}}} CLIENT: M.A. Segale, Inc. DATE: May 28th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 14 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 :::i.:>i.::i,i::i:>.::i:>.?..<:i:.J::i�::;Fi::i:::::i::::i::>:ii:::iii::i:::.:.::...:i:i.:};.:'::i:::ii..i:.:::}.iv::.:;.i:::2:i5::4.i::::iii:;::}:::J:i;:i:::::;;:i:;::i}i:T:}:T:;i:`;:i i}i}ii:}:i.i;:i;:i:i;;ii:<i.i::i::.:::::{.:;::>:::::::::::}:::;::::::.::::.:!ij::.}i:::::;:.i:svri:;:::i.•:.>:>.'%}i.:::i.:i:::::i>::iY::i::i:.:'ii:•i:}i:s:i:::.::iiii:::v}r::::i:i::>:iY:ri:v;;:J:v:}:C}>:::>Yj:n:i>.v'i:.v i:>�iiiii}:iiii>:}i}>}:iii iL>l•i:i}:i}ri».ii>}..i:i4}:Ni:}:}:::i:i:::.}.rV;iNii:}:.:#;ii:}s::v.Y::?;irv?..::?:::i::.:>.:h:;}:i,K::.::#;::..>:T m}:'.•..;:T:Y::::::tt n::Q:•}::^:.:V::...>:S:}i:}..?:v%v:-0:•vT>TiiT;:i xvi ,:t:w;.::i.:::,}:?T..r:::i:.v:•:::1-..:1`..i.::.r}.:..i.:::•.:.:i..4v:.i.:::.:.i.::.:.x:.i::.:,a:iir.:}ii.^.:.T.:i.i;.i.- -i.i:.,:..:.,:.:i^::. , ,::v.:i:i .,;::•,.::}:i:/.}:•i::::.:.i::iYi}.•Vi::.::i:i:i:.i.}:C:::?.}::r:::.}::.•.:'i}i::r:A�ii.^ x•i:i:OSi.<}OY.::;S5J::::09:}:}0>Ci;1•:•.W}::ti9}.•.ih:•one. 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N. :Qi>: : EL .y . ;i :i::: :::::;:::i :: : :::>: ' . ;: i:: :':...i.i .;:. ...: : ...: .. .... .. ........ ....... ............... ... ... .. .. .... ........... :.: : ::.;;;:.;.;.::::.::.;;:.;}i;..:i;.;i:: :;.:;;. ::::i;::;.}:.;;i: ; . ::.:::}}:.i...>.;.:.<.:.< :..: <....:;:.::.:.:.........:.:':. .:<:....:.i :<< : }mi < : ARC:> :,: i`' r:rr: i! . : . : . ... .. . . . .......;:;;;£:ig.:.; .;.:.. :.>:. . ;;g: ::<;:>.ii:.M: ..> >'::. «:s<::::>::<::::.:*:rr»:>::srr::r:::rrr >:: r:i::iio::r ::rri«i>::`:::>::«:r:::i. r::i:-M: r : p . < .i :} } }} : 'iig: :} ; ..}}}%.:n}:•i}iTi: 4 } A. vfl: : :.:.::: : ::.: ri:- ....,,.... i. : ' SE AREA 01 74 - 7'F G : 40'from east, 150'from north P-3 1 123.2 110.2 11.8 110.9 17.0 99.4 1 90.0% 02 : 75 " 80'from east, 250'from north " 1 " " . ........... o 119.0 105.0 13.4 94.7 03 € 76 60'from east, 350'from north 129.0 106.2 21.5 : 95.8 04 • 77 20'from east, 450'from north _ " : 126.5 108.4 16.7 " r 97.7II • NE AREA • 05 8 120'from east, 250'from 7 F Go north P- 2 129.8 121.2 7.1 125.0 11.2 97.0 90.0% 06 1 79 . 80'from east, 100'from north 130.6 123.2 6.1 : " " 98.6 07 1 80 . 180 from east, 120'from north 132.2 126.1 4.8 100+ I 08 . 81 .220'from east, 300'from north 126.8 120.0 5.7 9 II I 6.0 f 09 82 150'from east, 350'from north : II 130.9 121.8 7.5 1 " 97 4 ................ .ro.::.:::: n.:::.,.:n.::..,:•::n, T .ot:<.:::.:.,:. .. ... .....,.... ..... •••,• .•.. :..r..•.•• .:....:......................... 1 1. n • ...ro.n:::.... ..:... ...�n.....ro....r...%.t. Yn.<:..ro:. .:fn....Y•.............h..............t::.:T:TT:.:::.:: 1 REMARKS: - ELEV.CODE: FG = Footing Grade t DEIA1TYFTWIFRM 'AME: D•T0682.014 (05/29/97) IT ""t REVIEWED BY: ,. ,... .. JUN 0 3 1997 CONSTRUCTION TESTING LABORATORIES, INC.ISSUED . ' 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone (206) 588-0805 Facsimile(206) 588-0928 iiiifiIELD IN PEertaiv:: :::. T .... : .. Client: M.A. Segale,Inc. Date of Inspection: May 28th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 14 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in place density testing. As requested, 9 each in place density tests were performed at the SE area `- (approximately 7' below the finish grade) and NE area (finish grade), as per attached copy of in place density tests report. • r i • Weather: CLOUDY Inspector: .HONG/fmd cc: Gary Henderson (GeoTech Engineer) ''I imo.fITEM pm,- FILE NAME: F-T0682.014(R-05/29/97/T-05/2Wp7) Reviewed By: tl� I REPORT II JUN 0 5 1997 't _ CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 Facsimile 206) 588-0928 ..::::::::::::::::::::::::::..:: ::..:::.::...:::i..:..::i::::.:�.�:::::..:..VA�:%O:.:. f Clt,Y".O&%•SWA&rAN!,]I�,MLHNdCNfMLr.MKL•W ,00M) m,, .. .. ..... :....................................... ........... .. ................................. M.LLHf.44lNA4PttH,MKrJJ(L ..N/.f rn..v:r...f...:::.:::.�::w::::::::w::::::::::::::iii:•iii:•}i:v)ii;^v{::::::::::::v::::::v::::•:::::.:�:::::::::::::::::iw:::?•iti•:.:::::::::•::............... ilin• ....•�'�..•��:...•.�.ms��i::?:��.ii.::���:?'�<�.;'.'Ti�•i���:'����.�•i�•.?��<'-....�'.•��.ir:��..�.r;•:�•�i�'•����.:�..?i•.�::::::{:;`.�?::i:':�::i{��:�i?y;;i:L;i?:i•4 Y.'�'jyyj:::i�{Yi::ri•��?•ii:>:ji::X :::::::p:: :i�;;:.:{. :i:}ii:ii:ti•iiiiii:i•i;:::n�:::.�::::::::::4ii::Ci•iiirir:•�::::::::::::::•iiiii:Lvviiiii:;;:. ::::::• :::•?:4:iiiirii:ti•i::iiii'::::::::.�:::::::::::::ii::vii}iii:;i•i}ir'.w:::::.�:::::iii............... .... � %iiiiiiti.�}'?!'i-':i:i: :iiii ii}is4:::::::(:v::i:;:}}Ciii:.:;:j;isJ:::_::::::::':4:�ii'S:}iiiiis�::i<..::isi;:;:ii:�iiiiii:tivi:;:;:vi}v:;:is4':��iiiiti�i}i::jiii:;{{i{:;:::;::::iii�iiii:::ri?{:}i::i::iiiiiiii::?!:::::::::::ii:::ii{:;}::i::�i}:v�:�ii::iii:•i�i�iii'r:iiiiiii:Ci::\ii:(!:ii�i?::::::::::. xlvnµvwnW+ww�wlM„xxµµtix,VMirnM:vAµvM,MxwAvMMJiVNM„ Y.MWN Y•.. .... .:�•v::•:::::::::::::::::.}:::v:;:;:ji^:.:::.:::4::: mx:xµtiMMM,µµ,tMv�nvrixh„K,J�n:µ•:riritix:vv. Client: M.A. Segale,Inc. Date of Inspection: June 2nd,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 15 Project No.: T-0682 ..- .C•:iwax:.+:is..:ay:;s+. ...oi. ++.::K.:::r;••;:??'.:'::...m.?; .;,.::s. . ::s»:::•K::,,.:.. •;•;.<w»:;.,,;:::L+r:.. ,..<.:o:.:ti.�'x4.b::.:.:w^SA:.:,:.:i`;•';..r..{:gcL..,,LS:»\4\o:'ri.<h:.h>x:.-�s''A4`i'sikikc•':-:v:{rms.sai•'a.'c'c$.2s�Y.•%,"...n:fa.L4.'`ow.f•:.:. I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in place density testing. However, density testing was cancelled due to the area was wet. We will be notified the next schedule date by the contractor. Geo.Engineers • . JUN 0 6 1997 r• . ... . . .,...�w..r...<..e•.:...a,.n>..x:•rxx...-.:..:..aewxwva. �rxx<.uwneuwx..wwrw.wwx•+asuL<v�wrneo .•:<wN.vovr+m.,*„vuw•rwwrrrnvxvxw•w�•rm�:wea.�urr....•rr r:oxw:u'.r....ewnxrnrr:..:•r..,a....•...r....::.. Weather: FAIRS Inspector: , S.HONG/f d cc: Gary Henderson (Geo Tech Engineer) /� fi /I Reviewed B /�1 /I�1- ,FIELD.ezw FILE NAME: F-Tl1682.015(R d T- y / • REPORT JUN II .CONSTRUCTION TESTING LABORATORIES, INC. 2 199?, ISSUED 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 OP-4/ - T63 Facsimile(206) 588-0928 P;FFIELD I SP: CTIO EP .:.I` : :P e Client: M.A. Segale,Inc. Date of Inspection: June 6th, 1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: • N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contractor: Client Report No.: 16 Project No.: T-0682 • I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in place density testing. I performed 6 each in-place density tests on various elevations of fill at the South and North areas of MH 14, as per attached copy of in-place density test report. I picked-up a soil sample (silty clay material from the West bank) for moisture relation curve. - ants T. Weather: Cloudy Inspector: S. Hong/sg Reviewed By: rrcro.rrw ice NAME: f-meaa. ............ . i JUN 1 2 1997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED „ .v:. . ��. ,.w., .....���x.., ,...• •..Kv•::.,w •A..w�,..:„... A„K•A, ,w , • •.,,.V�. ,� x V.V.V• Kv:A.YAV6 x rVA,wv . ,w.,.,.A ... .P..,,V.•h,.V.V.V,,,,,,.v:.,v. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 »::.v,�ti•%w:}.. ................. wrarwow.vamuwoaw�wo.a%<wx%v<,w„wwerww.wwrxan,^.•,•••'•.".rxvwvvxvH. wxw�www,.,•.•+:.w.•u.vR:wxvc•.wxwwrw:•xawuaiawm�•nucv%sa Jj :A :<:: :}.?::i:}::::5: ::::::::::•Y::::::::::::i:::::'`:::}:::i:'::}::::!::':::f::::::i::'':?::'i::::::'::j::: :::;i::J::iS:: ?.:;?.:::t::: ::::::::::4::f:::::::::':::::>:':::' :: ::'�:::::: : 2 :i:::':?:'... ........... .. .........LA.WE..�EI.�f.��TY.....�'E�.T.. .. .... .. .. . ........................................................................................................................... .......................................................... ... .... .........:.....:............. .......... ......................................................................... .. .: ... ... ....RED't�#�T.............................................................................................................. .......... ...........................................,...:... .. :.................... :�:i �io�S3vio�iaiaaib�$7o:::::: :: t:: is�:ii:::5::::::3::i::: :::'`:}:;�;:::' : ::?::t:�:::%::::3::'::i:;:::::�:�:^::is� :::: :::$:::::r::'t: ::::::::;:::'53::::::::::::::::: ::::::::: R:::::::i: ::`:r : '.::::�::::: :: `::::::r %V.ViN%V.w%hAV%kkV.Hk�k`%4%'+�'`P%X%N%V�\V%YV%Y1%1:i%1\\V.'J.^%W}.N:N!%VS.'4%A'V}%\\\1Y.VpT1G7w}:}%wV WCwX 1WNV.VNY%WT%V%VNwN]V�`:N%W%'tiVPiJNJn\V.4:'W.VhT%� N\MV�NaV.'V�VMNNVJ�\\V. CLIENT: M.A. Segale, Inc. DATE: June 6th, 1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 16 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client TECHNICIAN: S. Hong/sg IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 :,}. ......}. .. x..n..?. w.nAU$......:'}:\..ft..$.q:::%,.?.YS.:.:.Y:: :X. 4C:C:.M5:\:v1.,..k.]G.Y3�i}.'.$nm,.'¢S.JC, ':Q}n•z.:Y0.A'}'O:tQ:; .}/k. :n Xti P'+v-0f,.!"'{<.:.:Q':v{",'kQK..-$}Q-{:jj,,:j}J`F.`:$irX:.+X';,X�):'C\£,}:,??'?+f,''QJiK{L .{4•i?G,,,?}46{i1:'iA'"`"JL}T:•.J1T\:V':�•tJ'�.W\uh•:v}..\..4':}::: :}:5: ,• tiii}r::}iir'rii'ii%ti ti }:}:::.}':��:.:.L:{?.:q }:.:.}:�:.}/'.}..: ....T. .N:...... .. L� K. A. .. . . . .........:?....:..:.:.:.....:..:.::..:... rr�g........�.s�.:::i;l>Ru:�Ex� ; <<>:::?.:q:.}:<.}::>:.>:.:l::���p� :vrrr:�:���E�1>�rNM :<:::..::>:.,:.:.. .... ... ............. : ��i1l��::;;:;. : ;:'y,:Wlf"r.:R ::: ::Y�'t:i:2::lJR::I::::; :::i: j'� ff;:J.::::4n.... ..WA:i:�ii'�:.K.. „„ ��rr ..pper�** ........... .......... ..... ...::: :i ....:.... .. ... ...... ........... ... ...........,... s'dics:%;c i ?�^i f?icsi'a`'o5:ti:i7:7:i;.7'.. .. `i'aoa�•w•SSi6rioozi3i#ho3ii.:ii<u[r';o':v`F'a''i: ;;:}'::,'}' .......... ... .. . <c�r'o-r's6Gvvxwx• At South area of MH#14 1 83 -6'F.G. 80'from South, 100'from West P-4 122.0 111.7 9.5 115.8 15.7 96.5 90% I 2 84 -8'F.G. 100'from South, 200'from West 132.0- 117.8 12.1 115.8 15.7 101.7 3 85 -5'F.G. 200'from South, 50'from West 124.5 112.2 11.0 115.8 15.7 96.9 4 86 -5'F.G. 240'from South, 80'from West P-2 134.5 122.5 9.8 125.0 11.8 98.0 II 1 At North area of MH#14 5 87 -8'F.G. 150'from South, 50'from East P-2 136.0 124.9 8.9 125.0 11.2 99.9 90% 6 88 -10'F.G. 300'from South, 100'from East " • 133.5 122.7 8.8 125.0 11.2 98.2 " 1 i. 1 N.F i Rag] .':MnwMq •rr%+%Wri%WVC••• .cCn..•»%•r/H:Vi4:w}:VW:hH+%•' x1<Wn wrrFv...xx:rr%•T?X4rrs%+:rr%awr%V.snow:•rrrAJlcvwVr/rce<•.vrF.wn'tiiwrMk•S.w%•%5<Vr.'rx..Wrorxv:•n r:'rnK .w%:•rrr.V:•:•iw:•:xw:vY.VroxV%C%'Ar:Kww%,.......Yrs.Vx•Yf».:w<,VxNarxvH:wr»xvr:4VA.Vh3'nv tivrioX•z•.,X %vtww• .....•... xx\�\ REMARKS: F.G. = Finish Grade ( �' DENSITY.FTWIFRM NAME: D-T0682.016 �y�, REVIEWED BY: '-l.•.... . . REPORT • • Ai -A JUN 1 2 1997 1_' CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 414^ 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 { 44" Telephone(206) 588-0805 Facsimile(206) 588-0928 h� — :�d'•':':�''::`•:i::;%;::%:;:::v::isi:;•::•::•;:Gi:?;ii:::?iirrrr:.r:�r;:�:��:;?2rr:::;.:;::;:: :;:::Y;�:::;22riirr>:::::i;:�;i:::;: >:;�i: :%:::ri:2:r:: :�:` `::$.:;:_::: CLIENT: M.A. Segale, Inc. DATE SAMPLED: June 6th,1997 PROJECT: Credar Crest Development PROJECT NO.: T-0682 ADDRESS: 3rd Avenue & Edmonds Avenue, Renton .REPORT NO.: 1 6 17 CONTRACTOR: Client PROCTOR NO.: P-4 LAB# 7-356 FIELD DATA: SOURCE OF MATERIAL: At the south area of MH#14 approximately 5'below FG ' LOCATION SAMPLED: Native West Bank • $ S LABORATORY /:•�':p,p•r. •.f,� a +s,..aawrt� .kc..r. .w. DATA: �f v ._�.�_�:: >:-,. n;� ,� �. Yf� � .;� �,�,.•:{� . x P.s I . ' MAXIMUM DENSITY DRY: 115.8 PCF ;> ': X' OPTIMUM MOISTURE 15.7% ;'P: ii - K SOIL TYPE& COLOR: �;0 -. . _...._........ __ ._..... .... ........ ...._.._._.. _.. _.... DARK BROWN SILTY, CLAY x. ' and MINOR GRAVEL r �: TEST SPECIFICATION: ASTM D-1557(C) ' ` - HAMMER: 10 LBS. ,.• --_ i DROPS: 18 .. ...._ LAYERS: 5 •"• `. - • •_� • _... .- . BLOWS/LAYER 56 _ '> 116 R MOISTURE%: N/A 'v< ..... - _ me- • 114 TECHNICIAN: DELLIOTT _._..._ SAMPLED BY: S.HONG(CTL) :_ ... �. _. _l DELIVERED BY: q REMARKS: + 3/4" = 5% 112 .... ... .... .... ........ .... ............i N 110 PROCTOR.FTWIFRM/07-31-96 P-ro602.REP ,• 10 12 14 16 18 1 ; REPORT J-. CONSTRUCTION TESTING LABORATORIES, IN�L0 1 1997 �- SSSUED 10111 South Tacoma Way, Suite D-7, Tacoma,WA 98499 - • Telephone (206) 588-0805 Facsimile (206) 588-0928 --, '� :, < < ; ? y '; a >{? '« .n > s'»' �;.•:t'.',;<`��'�.��`��:<>`��.�.:�.;'.�.::: '''f``�'���'��<_ ��`�`<'��`�'>'`�'`> '''<>>'��')'x<>�': ```���'y`'`'`'''�::»::»»:<:;:; ;' �a::»::'..fir,, IELD INSPECTION R : `> Pa e 1 :off..:: 1 Client: M.A. Segale, Inc. Date ofInspection: June 25th, 1997 Project: Cedar Crest Development Permit No.: N/A ..... .. ._....__....._.. ..._...._.._...__...._. P.O.No.: N/A Address:3rd Aenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 18 Project No.: T-0682 s"E°+t»'•o-}}•.''•.ma.�'•: ac.•... �a:•.�i+"'.•::?rn�£2-e,:e F:^'v'•.'rw�;�.y:•o'v`yn7 'rtr••.. yw;.y. tea'.',K:c��`�:�i?�,a,�,i+Aa..a.'�;•'• c ..`:i3\'3�:•'+.+x �;•�"ta::rr.;.�.�n''�`+:...t�iCri �t'Y`a':.`-0�.n.Y..�""'•.•r`..tk:�•^^C�2`,K•:��vay,'.f.'! :i0 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. Upon my arrival, 10 each in-place density tests performed on file placed north of retention pond and east and south of MH#15. All density tests report performed met/conform the jobsite specifications, as per attached copy of in place density tests report. • peers n 03 •'. :�.ti•.5ttti.:.vf..::V.tit•.Ktri4}}:VSrK.M•:KGvvJr}rVJCtRriK•.•h�%KKKwi✓Rr:K:k'VGriaCA6SKNVhWIWWh\1`}r[K4nn'tit4Xt�N' AhWi4iKNt.+4YriKKK:ttt4}:4FFKN•OR}}:KW/+L:`YT:•.v%O}NN:\Kawi(5+/.SVWF.YMVVVP:40CW}}Y Weather: PARTLY CLOUDY Inspector: R.ROWDEN/fmd FIELD.en,-FIZZ NAME: T-0682.#18 R-06-26-97 T-06-27-97 Reviewed By: Qt-iti - JUN 2- 71997 - CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. 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I: .::. :.::.; ':.. is ;•:i;•:' ..:.... .:.::.: ..:. .}. ::i :;.:.: . .• . :: :.. .i.::•:•:i:};•;.:;:•i:.: ..::.:: ::: . :.i,.::. ::.i:;•;;.:::•:::;:.:::.::::: ::::. ::::.::.}:.}:;•ii:.:i::.::.i:.:.i:.::.:::.:.::•;•i:::.::.::::::::::i. :.i:.:::.:i:i:.:i::.i}:.}:.}:.i:.::.:::•:;.. ::::.:;•:i;.::ii;.:::;.::•ii;•i::? .....................:....................... ...... ..11.�17'.l....TES. ..... .. ..... .. .. :............................ ... .. .................... ................:.:..:..............................................:.... .... ........ ........................ .......................................:::., {l�:ii:��.:�i}::�:i:i��iiN.v�:�:ii{ii'iii:ii;::Jii'vi:iiiiiii:�i:�iiiiiiiiiiiiii:i:;i:::ti!�ii:�ii ii:^ i:i:iii:!�iiii�i:(LJi:i; i iiiii:i�:L:iiiii'J.iiii;i}: iii:v?v::�iiiiiiiii�:iiii vviiiiiiiii :�iiii::iLiiiiiiiiiii:L::L�::iii:v�:ii:Lir:+:;isiiiii:i�ii:�iiii:i:?4i:•:v(i:ijiiiiiiiiiiii:ti+:3::;i:;:;:iiSi:i;:4i::�:i:4::4iiiiiii vi:i::iiriiiiiii:2 ..h\V,\hY..VhI',\h\1'.\`h\\1R:111`h#.,'.1'V}h\ ,v v .. ...........:..................:....:........::.::::::::::::::::::::::::.:�::.::....... ........................ ............ .:. \G:'X„X,+hlX•iygy+\%UCN.\:V\UVh\:V.,VYY �LV.v.V}}YOiin'%:tir r}rv.w..:rr:.v v,,,..v. ..u„^,•., „ v... .... ...:.:�.};.:::::::::::.�::::::::::::::: :..::.k:::::::::::::... ... , h.....n......... hh,lhk..hhv.}.h'.V..hV:,..h hV}h^.R•:Y.•.VihhvYXtrihl\'}hl'%vLk%v':VY}}}>i}:•:\ti;+}:•h'%\,:1\`V}.C%V}XV:1\KV:0.1:J}hVi%V:•XVV }):Jy:T}:\�i:�tijj�4Xtihi}:ti1^ii:ViJi:.':>k<ij}Ji:i�iiij4:}:i CLIENT: M.A. Seale, Inc. 9 DATE: June 25th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 18 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: R.ROWDEN/fmd IN-PLACE DENSITY TEST METHOD: A STM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 •::;.:;•:::::iii::ii::i:;:<i;::i»>:<:::;;>:<:>:�::;i;:iii:;:>:::::::::::::r.::::::::::#%:;: ;:::z::::::::>:«::<ja::: ::?';:;:;`: ::::?': :::::•`::'��:::::::: :::::::`:::;: :`•;:::`::sEii<:::<::::::::: ::isS::E:::::: <';:'::::::::: ::::;::: :•': :%:::;:: :::::i:: ::: ;.;<�;.;: :>:»:><:> �>:><::>:><::<:<:>::::::.::::<:>::<::»:<:s:>::>«:::<:::�:<:::>:>::::>«::::;:>:::;::::::>::::»>:::i::;::::>::;:;:::::::;<»:::<::ii::ii::ii::i::i;::i:<:::::i::::::i::i::i>:<;<::i::i::i>i::ii::::::>::iiii>i:;::<::<;i:.i:.is.i: .i:.i::::.;.::.::.X.;:.:..} .:.:. .:. .��1}M.J■�.� r^ .�,� ... yam• .:::.:w:::::.�:::::::p;:.�::.�.�.�::::::::.:::::::::::::.�::.:::i?:;::.:.�::._::.�::::::.�:.::::::::::::::::::::::::::::::.::':::::::.:_::::::::::::.:::.�:. :.W........ ...... ......... ... 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'WLSCY>..MTY)O%LW.XM.:YX�CM.:Sn'}}.t.5•.'ti9C..VR.LQ J,.SA:..r, n. 4.MK:•hqv}}'.n.••.'O%•iXii.:}}YwF.rr� :•,} ...•.•;.•r::::::n::::. .... hoixyy,.X...%wrXw>xaeX,m�rnh .aw.:xi.;•:a:,woa•xri}ufr�ix'ox:ooaoixvx:c::•:.aoi::i::acaii:iiarY a}YY:YYoii.�a:i;;oo:%}X•� 01 106 - 6' 20 north of retention pond P,1 137.6 125.2 9.9 137.2 7.1 91.3 90.0% " 02 10730'NE of retention pond 136.8 123.8 10.5 " " 90.2 i { 03 108 1 II 90'east of MH#15 138.1 126.E 9.0 " 92.3 II f i 04 109 200'east of MH#15 . 136.4 123.9 10.1 " " . 90.3II i 05 110 300'east, 15'south of MH#15 I " 138.5 124.4 11.3 90.7 06 111 - 7' 200'east, 80'south of MH#15 " k 137.0 124.0 10.4 90.4 • 07... ........11.2 ... ...............9.................. .300...east, 220'south of MH#15 n 139...0... 127.9 8.7 93.2 1 08 113 - 6' 80'south, 220'south of MH#15 1 " " ., t. 13 7.7 12 5.5 9.7 � 91.5 ' 09 114 - 9' 200'south, 220'south of MH#15 1 " 1 136.9 124.3 : 10.1 " " ` 90.6 10 115 I - 5' 25'north, 220'south of MH#15 # 138.8 126.7 9.5 92.3 o E E ................... :::x..„,.,.,.„...,.,:.hw.,.,:.L.,....:.a,. :.:X:.v:::,::::..:•: ? . vY }.•:.rr:..... .r .......,.. ...r.....,.,.,,....r.,...... r. v s E .. • %..:}:::• • .:.:..�•:....:...: %.:::•:.%•::...i.....:.}................:..::,.'.:.ii:.i.3,,,..:...:::.:::.:}i: ::}::..h.}:.::•::..X.,.::.::.:•}::.i•}:.:.Y.,•X•%.}h.:.:•::.•}:.•.<...,,}}%<:•Y. :::•:i:.•}Y,%.Y:.;.}iih:•:::} :r,... .�. yL •••••••• }X%.V..hY:•h•%•h::v.•."•}:XSV..•X:VN.V.v»Y:Y1.ih+Yi%•h•X•i}}}X•:::5;;1 REMARKS: INi.V,V!T1'.I Tfl F77.11 PILE:NAME'': D-T0682.018 R- 06-26-97 T- 06-26-97 REVIEWED BY: .. .1).... rucrvn i • JUL 081997 A CONSTRUCTION TESTING LABORATORIES, INC. ISSUED - - _ • - a`e- 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 Facsimile(206) 588-0928 rrx,•.r:::,}:v+.}:x.Ywnxmen.;.arm}Ywixxu<,.ax.»YxnrYY+c:.xa}xnYmYxry<m:.a:ea.:nr..x:oeeam+�vca•:�+c:oxcnsx;wxmY:.}}x+cnxaal..�q:ny.�..+:,aY:m;n,+a,•.?wYme::::nu /`/rC .. :?.,..`,:•,:,,,,a}1,YA,.,\1\Y�Y,}Y}•:.>O\•aY:.t}YYYa':ay.YY1uY ��1:�4 • . '•.,:::.j . .:. i ' .i:!::' '��� �����:::� ::i :.'�:�'.�•.:. .i�^ ii ' 'i..: ::ii�:::::.� ...'::::� ::::::':j'::';:�':: �::`�.:':�y:_..:�i����ry��::::::!i.:.::::::�':��::::��:::i :::::::�::::i'i:'.'<::j?�:�i:<�:L:::i:i::i:ii::��:�:�.�:.,�: . / :ot: Client: M.A. Segale, Inc. Date of Inspection: June 27th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Aenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 19 Project No.: T-0682 .:..:h::Y:iTi':*: :cyr"`:x.Gr::t;.:{:/,•{,:•;',yr.•,..>'::?>:::':'aa•::.::.t�•>•::..::r:...y:.::::,•v.::::::.;Y;.•;:.:::::: .:•:•:...;.... ,....J'..............C...r.H�...tea;+,..,...{.t•..c:.Y.Y{:...,. {v.,.,.+f:,{;{.,;t„f.,r:..R:ft.::.,::......::. :. :: ::r,.;i9' ,:.t:"..:.:,o::.f::•.::;.:•t::a..,..:....::x<.x•..::::.ti,;.,}..:.: ;,,,:.:: ,. ........... ....,.... :: kC, S`cc• a .:.:: •rY•,:v....:: .:ytrw:ar`.:..;_.;,k:%'t. %2:Y:: I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. As requested, 9 each in-place density tests were performed on fill (approximately 1' below finish grade) at the south area of detention pond, as per attached copy of in-place density tests report. Geo Engineers JUL l 0 Ng7 n sing Weather: CLOUDY Inspector: S¢HONG/fmd:....,...... FIELD FTW -FILE sa,I: T-0682.019 R-06-30-97 T-07-01-97 Reviewed By: JUL , , ' 1 REHORT CONSTRUCTION TESTING LABORATORIES, INC. JUL 0 1-1007 ..................., .. .............. ............ ..................., .............. ................. ,...... . . .......... .................... ... . .. .. .. .. /oil South TacomalAf-t-ittgIR-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 'Jf 1114PLA C E DENSITY-TEST REPORTI,Ai:;,:,:,:;::.:::::::::::::::i,. ..:::::„,i,:;,i,::i,,:;:::i:.,gi::: .v;iq!:g.:.::i$inifi.:ini.:.,,,,::.„„ ::;:.„,m,-0,m,.;1:0„,.,.,m,,.,.,, .„,.,,.:::.;,.„,i,ii,i0,t,i,i,i,i,:,„„.,i,i,6i,.,,,i;i,,i,i,i,,,,,„,,„ii::,„„„,„„„„„:„„,„..,.„,,,,i,,i,,i,:i,,i„,x,m.,i,.,i„,i„,i„„„,..„,.„„,:„„„,i,:.i,..:,!„„,„:1 CLIENT: M.A. Segale, Inc. DATE: June 27th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 19 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 :.'..:.:: i.W.'::::•::.i ii:.':':'.':.'.:".':' .N.ro..;.i.::::-,iii,:i....ii::::''." %iii.::Mi]iiiM:,:!Mi!iiiiiiiliii0i::::!i!il*Agf,,f:it:.;.:,wj;:.:C.g t I.TA:P;elt.tt:tttttittn5tr:MSiRgfYTg!v:PAPT:.,%: Tglitliit:il':,•;iiTS, .•1!.::,::.:-: „,...,„-:.. ,:,,..... . ..:.„..„,..,..,„„.. ,..,,,„, A.....,....,A. 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I ' :. .: • f . 01 116 1 - 1'0 f F G 50'from north 150'from , west § ii P-1 1 139.7 125.6 11.2 1 137.2 7.1 i:,: 91.5 90.0% 1: .: 02 :1 117 t:i ,, II 1100'from north, 160'from west 1 " 1 137.7 124.7 10.4 ; * ..."- " 1 90.9 1 " .•::. • - - - il * iii •.?. .. 03 118 ,, .1150'from north, 180'from west ii: " "139.7 124.0 1 12.6 .3. " i, 90.4 b i.: :• S 1 I ii; 5 i i I I 5 04 i 119 I I 1 8 0'from north, 220'from west " :1: 136.8 123.5 10.8 " ii..: 90.0 :': • , ik s i 05 i:: 120 ,, •ii 160'from north, 250'from west , " 137.3 128.0 7 3 „ ii . „ " ,. 93.3 I I " 06 ii. 121 60'from north, 250'from west 135.6 124.5 i 8.9 1 n i .. .: . . /I II 07 1 122 ;i 100' from north, 350'from west 11 " i; 136.5 126.0 1 8.3 ii• 1" 9 .9 .i ii, • I/ 1 08 1 123 ii ,, 140'from north, 400'from west : .: " r') 133.5 124.5 1 7.2 •. " 90.7 1 " $ ...! . r: I it 1 09 1 124 i 20'from north, 400'from west : " il 137.2 126.6 i 8.4 " 92.3 1 " :* , •.:. ,,... 3! . * .• •. . . , •::: - 1 :. • • • i - .. I I 1 I ' ' 1 1 i 1 14,,li ONFORIVISI REMARKS: 1.1..vrin.,lir/R.,/ ciejnwri:- D-T0692.019 ft- 06-30-97 1- 06-30-97 ..:r.41 REVIEWED BY: REPORT JUL 081997 't CONSTRUCTION TESTING LABORATORIES, INC. ISSUED --- -- '�..•aril J 10111 South Tacoma Way, Suite D-7, Tacoma,WA 98499 " Telephone (206) 588-0805 Facsimile (206) 588-0928 y:...r:.v:::.:.•3v:}•:.N'i\K{A:•x xvKn:r:.n rx.:3':...:A'3:3'?:.W+•.Y....}}Pt hYAY}:•hv!M.+:•: .....•x ....:.ro-3xaax,.:are+emnrm+w.rr::•�e3�..3xaxoc•:nrc•:..YY+Yx+..awa3:+Y+.w.3.:F+wn�y}»a....n..3}ntrtw.x.�.v.3nax.}Y}}sx3:mna.::.:<:::.v..•:n :.:::::::::. • Client: M.A. Segale, Inc. Date of Inspection: July 1st, 1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Aenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 20 Project No.: T-0682 _—, ::nv::xw:::.w::.•r::•:.� ..... v4•:::::++ .,, v rr• }v..;r....::n... ,:a } .��f �5�.4.�.} Y... 1y .... .`..r f.•Ynvj:Qii:Y;ti::isi:•T,%:•'�n+:+.�Y]OM34:..,.,nv+•r'.r.�%l,.y.+v:{i�.�:v.:Cf:\+.�ibG•:.rAO}}NAY:i'„M:ifittJ/.4k3h'i{}�.•:v+:y�G•}%.+1�i.4Xy3ii}Y.•kN?Rv+S�:+A'•..�-0,M>:•'f/rNf A::�.•x%•S•+e:.\'FCC'nYY:M.<^:Yi�kH:�Y }h.;35Y1�C:}�+,{}.yr,\S'$1v t:�`.l\v I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. I performed 8 each in-place density tests on fill at the Northeast area of power pole and at the bottom grade of pond at Northeast from power pole as per attached copy of in-place density test report. ........:......,.:h:...:�..��..H.r.�.v..:N...�..�.kk�.��.,N.N.:�, .r..�..•.�x�„k�.�..r.......N:�.:�+.....�.+::,�N.�.H..�.,�.:�x�..�.n...�.�..,�:x,�n��.��...,w.�..�.:.N+.xx.:.v::.:.�...:..n.. Weather: Cloudy Inspector: S. Hong/sg Reviewed By: 01\ I r Freao.tzw -Frze wag: T-l/h32.020 R-7-113-97 T-7-117-97 JV�- ... .. JUL 081997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED : .........................................................:.....:.....:: n. . , ::::•:::n:.::n:.::r.v:nn.:::::::::::::::::.�::::::.::n:::.::::::::.�.�:.�::::.�::::::n,:::.:n.:n.::.:nn.::.:.:::::::::::::n.:n.::n..,.::::.�::o�::f:n.:::.,:.:::::::::.:,,::::::..:::n::::.,::::::n::::::n.,::::n:::n::n:::::::..::::::::::.•.•::::::::::::::n::::::. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 N:. ,... :.....:............,.....,:.:....,...,.:.:,,:.:n::..:,{:::,:::::.:,•:n.::•:::,•,{.::,..�._::,n...{,:::,.,..:•:.,.{:{{.:{{,:.�::,n.:n,:::{{{««}:..}>:::},.{{:{:::.<,:.:::::::.••;•:•{{{.i...:}.?}:<;..:>:{},�:,:,n::,:.::>•«{{{:{<{<:>:.n:K::•,.:K..}:;;}:}.{:,:.:,.{,.,:.::n.. K.}....<•,:.{,:{;{,::.,{,n. ..,,.{{>.,,.{{..:�,Y..,:r .::.:,..KK.:{r{:,,..,:::•.,:::}:•{:,.: .. ",....K::}:.v.4f.:..:v:::ti.v.v.....n.:..,,h....,......................:.:f:..:::nY:hv:.................n..f...:.......,............,....v...::n•.v:::n•::.v:......................................................•..:::T...vvn:v:.........n.................h..........n...........n.v....................:}:...f}:..5.:\:•.,:::wf.,4,,..•S:Y:SSS:Y h,YS SSSSY}SS}:C:ti:v:C:iih}: CLIENT: M.A. Segale, Inc. DATE: July 1st,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 20 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd 1N-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 xv•':vV.v. :K}:?•.i}:.K:.:.: V •:.A».;:.v:•f•:3v: .,.K "•:v::.vr 5::.•:,.:.•:SS•:•:n:K::••.w}:::•: .:',K.....: ...n•SShK•}�:rv:,:,K• :K vS:•Sfvvfi'SY::K•Y:•* 4f R.v:Y.4.K•n.'•V•:••.•5.,::•.^.•::•S:.vf,r T............ i..v. J}. :XV.:J,....:.....:,. ..%�.. ..%.. .r{,.�%..•.'•. v. •.Y.. .... f. :vr SS ..:.•:.}.V Y:• 4.5:•':: .:.• ,..........0..,:{n}....................K} .::.•$}. \ f V•h•.....Y:K.ri.:Y::vr.:v:\.::v:K. Iy. 4�y .. .. :t::................. ....... ........ ..o:r...r...uo.....:K•Y.n.... :.:;1:1:::ir.•xn .. f.:.•r..Yxn.cxxY�::a:r:.....YYiti .:� .: .... TEST............................:.:..... .. .... .::.. . .: . ... ..... ...... ..:::.:.: . :::. : :: ::.:::::.fi:::.::.:..:::: ::::::.....:.: :.:.:.:. �:::C .... .................................. .. .. ............. .... ............................ . .......... ........ ................................ . ......... .......... .ENT..... . .:............ CEN...... .:.PA .T.... . ..:ELEVATION..:,... .....:.::.:.. :.:. ... :::::>;>..<.. ::.: ::>: �.;:.:.::.::: .. .........L�CA.T/ON:....::.:. :: . .::.}:::.::::.::.::.::.}:'�.CURv,�fi<::::.:::>:L:13S'....... ....CU.F..i'x... ... DR:Y:VYT::::t7P ;;:�}: ;. :. .. .}. ; .::.::. ............,.::.:::::::::.::.... ...:..:..:................ .�. MOIST... ........................... ................................ .t�M.......r. .,�6........ ..... .N±�..................WET..............DRh'.... .... .......�....#l.CF....:..,.WA.TER.:,1;.::..::. :::. : ::::::, ...........................DIRE................................ ........... ... FACT.....R ......:.... ................::...::............................:.:. v n.h.K..........v.....K.v.v...f...l...........vo}:v.n..........n...:S:S:.n:v:rf:S::.:.n.::.1.ri•...0.V...O.Kfn4f.:.....F....h.n....:.v......?.....n„K„K,,,•n::{:•:n.... Y..., A..........nf..r%,,:.:f.:....:.n...,.,}.}.....hWh.v ..vnKYXKKK,...S.Y.v:'.%: •n:ri:.\:,r,:;S}}:•.•:nti 4.f�..:.. .;rf ..r :.S:K.}%,'K.AV:S:.Y:K•�;,K.R.v ii 2 NE AREA OF POWER POLES - Y.K..... w.YY}:, 1. oil 125 1 - 6'F G 200'East from road,200'north from pole A P-1 < 137.7 125.9 9.4 137.2 7.1 1 91.8 >; 90.0% ' x 02 ; 126 5'F G 1 300'East from road,300'north from pole £ 136.1 123.8 9.9 " x 9 2 " 03 127 1 - 8'F G t30' Westfromroad, lOO'NEfrornpole # 138.1 124.5 1 10.9 0 90.8 " I04 1 128 - 11'F G 60' West from 50'NE frompole f " 137.4 124.0 iii1 11.2 I " " " > pond, 90.4 3 05 € 129 1 - 9'F G 60'East from road, 120'north from pole 136.1 125. Iry 6 8.4 ( 91.5 ii i z i NE POND FROM POWER POLE 1 # z 06 1 130 ; B G R NW corner of pond ±' P-1 r 144.3 132.9 1, 8.6 137.2 7.1 96.9 90.0 07 131 } Center of pond 139.8 128.5 1 8.8 1: t 93.6 08 i 132 # SE corner of road 143.9 132.8 8.4 " 1 96.8 1 t: 1 r n 3 }: 3 C: i 1 3 {.. .n . .n.. .... .. .... ...:.... ...,..., ,...... , .. . ••...... .. ... ... .... ..:...... ...: . .....,...:........{ D O O R REMARKS: - ELEV.CODE: B G = Bottom Grade, F G = Finish Grade 4 ui:\+•J/'Y.1•flI ,:K„ NAVE: D-T0682.020 k- 07-03-97 7'- 07-03-97o REVIEWED BY: REPORT J U L 1 41997 '1 - '1 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED _ 0€01 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 w Telephone(206) 588-0805 Facsimile(206) 588-0928 Client: M.A. Segale, Inc. Date of Inspection: July 7th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Avenue & Edmonds Avenue Job No.: .N/A Contract No. N/A Contractor: Client Report No.: 21 Project No.: T-0682 • I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing on the compacted borrow fill placed throughout the project. As requested, 11 each in-place density tests were peformed at random locations. All density tests performed exceeded 90.0% of the maximum density tests requirement, as per attached copy of in place density tests report. 24?-. j I rW/.utvi.R}:.1.v.44t5tvx..._..tY//H.V. N+#%N]K•:/.4Y.vHW:CN"vInWWw/NVRVYNW4C6Y WR.t SRv V.^YNC n... - SO%C:S....vF..n.O.....v.: Weather: CLOUDY Inspector: D.SMI TH/fmd F%BLD.FiW-FILE ewe.:F-T0682.021 R-07-08-97 T-07-09-97 Reviewed By: ON - --- - - r J U L 1 4 1997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED :..A:............:....:.x..........................................v:.:::.:x•:.�::::::::...:::..::::::::.:.,.:::::.v:.:::x.:::::::x::.:::..:::::.,.::.:.x:::h.::::::::x::.:::.:.:.:�...:.....::::::..:fx::x:::.:::.:.::�.::.,.�..::.:.:.::.,.::..:...r::.,,,�xw.:.x:v::�.::x.x...::� 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 ..,,n:5,-.,r.,,,k�.:.';.v>v><.%,:,...n.><,<;,.,,.,:>m„�v. 4.::r<:..,+r•.,..:.x+ w.:.x:rx5,.,:,: Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ;ti:,..,,-:x::K �...�:,..x,:...%�.x::.x:•..x•:..:::::..::. :,:r::,:,•:..:..:..::x+:::•.:,.,.Y:.,•.x:::.».:%.f:..%r::.fY:::: ,.:......,:..,.:,r:x.Y%:.:x...:r>,•:.<..,.:>,:.rrx�nu:,r..%.::.<.:-:%,...w xw,�w,:. ... ..... . w%•Y}.:.n,caxw.vxoxwrrf . . . . , ... ... ........................... .vrr.x:.:nr.,x•.n.xxwx:r�. ::::;•:.::�:: �.::::�...�.i:'''::::�';:'::�..:.i::'.r:•:<•:; . :Y:.:;':�:;�>.;,,>:;�>;:�..�<`�:�`.:i:;:;<:;:::::�:%<2�::��..:::::::�::::�:::::�i::::R::i::::�:.j::::>.`•:.''��:<::::::::�� ::''::::.:�::::::j::'::': ::::::i`:::::?:::::�'`:i::::i`:::::?:::;:::�:`::f::ii:::: :��:::::'::::i::': ::ii`:::':::i:':: ::::::::�i::: ::?:'::: ::::<:::::k j::`:::: ::`:::''::::::::<:i":::i::i::i::::?:::;:::::i:::::::::�::::`;:::::::::::`::<:Y::::::'?::::�:::::Y:s.xn.�,.: :::....lN .:.: . . a a:"' a:3 'rt�'<�K'ii�.i:9.:�;i:•:�:;�:''r,:t{ii:•�:;:;ii�ii::;:t!;(�:a:G:;:i;:i:.iiiir:tri:�?;iii:;:i�,vy: ::isii4:;y:?>!j:.::i4i:?�X;:ti'iiii:`viiii�iiiiiiii::�'iii::?:�•iiiii?:�i:ii:'iiii:iiii:::::i::i::i:i'i'Jir'i:t?:ii:iiiiiiiiii:L�ii::i::iiYv�iiiiiii>iii::y�,vj;:;:j;:}:i:;:yi:;ii:G:i^iX�i::iiii:t��ji::iiiii:�O:�iiii::ii:t�ii:�:i:::::::jY::iiiiriii:��iis�i::iiiiiiiiii : iii::::: :::jiiY.iii�'�::::::ii::!�:iiii:: n 1Y.:ar.xwti.r.xc,..c,•�xroaw>}wx,.r...v..,....Ym Wxyauva:>.r.•xxti.••Ycr:a.:YYYY :r}x••Y>:•. � .. �.,.....�..,,��..:: ........ .. ................. ..... .. .. ...................• :•}Y:Y::'•}}YYYxvir:��YY:r}x:V::::::Y::::}Y'•}}.::•.:v:}YY:TT}.pY.Y..1 f:..:...:....:YRYY9JYxVxr:f};.v:x:\V.S}rnvv::::.rn::v:.vYYR.v:rk`Y}.5rixWY.tirYYitV}:�}TY.OY},:�p;•Y}}xJj;•>.ti::2�jj%::5:�:ii>ii4:ti::•T.+.+N:gib:rti:'4:o CLIENT: M.A. Segale, Inc. DATE: July 7th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 21 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: D.SMITH/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 .•.•. w+:.,•.w'::"}:;•.:.., :,.. x5 :a:s:•.i:. .;,:..•:,y:::;::. ;'8;:•:-. : <':3v`•r' 'a%v?'..: :':?}} .: :Y x'Y:<+ :-:o.:,y:: .�.: .`.�,�G$:..:tea':+:<• ?x•�'a;:x:i' •'a�R�. ... ............ ........ :�iS :>;::::::: :::aE:::: 2::2E::;::: : :.:�.: :'•:is : Y:•Y:•YY... . :';;..'':":" : ........ ..... .::::::::�v.�::::::. .. .. .:...y.....v:•.�:::.::.. .. 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''iw'4'"rrixri:'isirw:fFii:ifNici:oidiffii''arr'so-iv" ::u':'ri'r:'z' � ��• x`•z:rvi�iv:6ioii%w::: BORROW FILL 01 133 - 1' * Test #1 1 P-1 135.3 123.7 9.4 137.2 7.1 90.2 90.0% 02 134 II Test #2 135.4 125.4 8.0 91.4 03 135 : Test#3 if 136.1 127.5 6.8 92.9 { • 04 136 Test#4 PI 134.1 124.2 8.2 II IF90.5 ' - f 05 137 Test #5 ; " II g 139.7 132.1 5.8 I, 96.3 II 06 138 Test #6 140.4 E 130.8 • 7.3 96.3 3 07 139 ' Test #7 i " ! 140.5 129.4 8.6 1 95.3 1 08 140 Test #8 r II139.1 128.6 ' 8.2 1 94.3 • II 1 09 141 Test #9 " 142.0 131.1 • 8.3 1 95.6 II 1 • 10 142 II 1 Test #10 R " 1 141.8 131.9 8.3 1 96.1II 1 11.x.:�.. 143r., ...:.r%....:.Y:...x��.:....:..::.. .:.:IITest #11 " 140.1 129.6 8.3 fi .. .. 94.5 ,...5 .r:::r.V:x.%Cw::.ttr.h%r%::•:1:5:sti::•:.tti^:?::::�.::NN::}}:�.............. ...... .. .........,.,. .».........;�..........:....•:}:Ya}x::.r.::::::::::•:.:.:x•}}xx•x:.::,.<:.:cax:::::x:x:::•::•r.•xx:Ka:.:+.x.>:.<•xr:%<...::.:x:.•::::.z.._x.:sr%a;:,vw r.xvrr::rx:•::::rocaxrx carxs.,x.rr;nw.;.uuxr..xr:;. - REMARKS: *Approximate depth below subgrade C.O.NF.ORMS hti,4„ e. `4 .• j n�iXVIT:P77r F•RM (` : MAW: D-T0682.021 12- 07-08-97 T- 07-88-97 REVIEWED BY: ,41)' kg-.1 C_e... _PQ— C2_e.s—i- De...}e_AcTiv‘ex\- .-010.89• 7 --7 -.97 REPORT JUL 1 4 1997 - ISSUED / - 3RD 6i. v...:. -r-i A../ Bprv4. . ______ -X . keb-k• LOCA•V%ciN VI a - IIN8% ' -02.1ke- CAedtS%-" 1 X, t" , c• Cl-,-)etT11-3 6 -X- 0 0 0 — — — i % ) w I p tAi o , c...(.... o. 1 . RoaA, F i pl It f . . f: ! e.").`-'N;. , ,, ...1 • N ,;,,i •;::1".: Htl-JUHT J U L 1 61997 inyi CONSTRUCTION TESTING LABORATORIES, INC. ISSUED • ... 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 .:......:......... Facsimile 206 588-0928 ..:::F D I S►PEC.TI ` E "` Pam Client: M.A. Segale, Inc. Date of Inspection: July 10th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Aenue & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 22 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. Upon my arrival, 7 each in-place density tests were performed on retention "A" area. All density tests performed met jobsite specifications, as per attached copy of in-place density tests report. • Geo Engineers JUL 181997 11 . x,<v.,.:.r:,,•:i:-..v.::x aswr•�.,cvvaa««<vrwrt-rvv.-x +.auc«ti: Raowavccwaovu r..•... •..•••• •.v.V.VM95,.. VMoav xsw..< c.o......xaYosv owca«•xvna.•n rfccwc,•.:,.:..::..:•: Weather: PARTLY CLOUDY Inspector: R.ROWDEN/fmd ezeao.err+-Fizz eums:F-T-0681./I22 R-07 I1-97 T-07--14-97 Reviewed By: r v REPORT CONSTRUCTION TESTING LABORATORIES, INC. JUL 1 61997 . ........,%........,..%....,,.%,..,....v......%.:..%....,..,...,%%...%,..%.,..%%„%.,:..,,,.,.,...rr.,•10111 South Tacon Tacoma ,.%..,., i Way -�.-acoma. • K WA •98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 „Y%K,R,,,%Fh:mmV.aHPV.,, m...%...m6:::FT...9.vlmm.miNcvT%m.ni•%A r:...5,•h...-n Wn„KK•Mm:•hRK,V inn....n. ,K,,•hv.•h~t•.K•w:•.KV:.:,•%V r...%n,.i. :...m .K•:.Y.imS,C.K„VCKCih,~K9.WhK•} SOR%~.,'KO:U'h m...-iKK :n-,in- :.5.,,: .C: .... ACE l� .: .. .. .... .. ..... .. .. . ...................... . . ... . .. . . ..�N�ITY.. ..TE�T . ................................................................................................ .......: ... ..::::.....:.:............i:.i:.::.ii::.i::.i:::.................................:::::::::::::::::::::}::::::::, VYTVN4V.\';}:�iii:iti�ii i?iJ}J}:�ii}i:iii:+:}� ii:iiii<iii:;�i:�JiiJf:ti ji:i: �:ii:;::i:�:iiri:+;::ii:; �:�i:!':iiL'`�i'�ii:w;:�:v i :;:ii:i::i:j;ilyiii>vi{:;ii;�ii:;ii}}:;i:;iii:y�>i:;Jii:;'i::ii:4i:;i:;i:;i::j::. i;i:;ijiii:;i:;iiiiiiiiii:i�ii:;i ;:;j:ii}iii:;i}}:;Jii;iiiii:i:iii:;iii:;iS::Yiiiiiii;i v{:i}:{:i�i::is�iii::yii:j<;:;i};tiiiiiiiiji:'iii?i:;�ii:;'r:;'ri'::i:iir i i:..1V: .'R,A\1\\WIXNTTMJ:1V,VnV.VTph\1 1G1A,TqM\lWhV:\A'HiCh\\•h\?hJh\L NTh Th r}YA,1,.TYAV.VP.•%,TT%X .V.,:.......,,h T" .K�r. Q1hK,kv},,•} ♦W,h\..%:C.\1.Sh,nh'•h1\UV..J...h %\K .YR.,1N'#NY}hYY.Q'•\,,1K4h\1L.A,T\\whVTY.VhS\1SYY\4%•T.\M•,1,,1A'•:K1h:<h1VC�\h•.4hS\Th1•Y%Y,\V:Y•,htVN.\1•.W:h,1,•T CLIENT: M.A. Segale, Inc. DATE: July 10th,1997 PAGE: 1 OF . 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 22 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: R.ROWDEN/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 . ..~,. 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'ii:+4<COW('ii .1.���•��).����4�•���•••� �Y::AOObiP4A': • RETENTION POND "A" I t 01 144 - 3' 9'North, 24'East of CB#2A P-4 118.4 ; 106.9 10.7 115.8 15.7 92.3 • 90.0% 02 145 36' West, of CB#2A " _ 118.3 108.4 9.1 93.6 ' " : 03 146 35' West, 35'Soufh of CB#2A i " 116.9 106.1 10.2 91.6 04 147 II 65' South of CB#2A " 117.9 E 107.7 9.4 93.0 - 05 148 II 15' West, 100' South of CB#2A " 118.8 107.3 10.7 " 92.7 " 06 149 IP 150'South of CB#2A " . 119.3 108.4 10.0 " 93.6 07 150 " 160' South, 20'East of CB#2A 119.5 107.8 11.2 93.1 " %hY`�K WYJ.Y,R%WVr%. .:>sJih..xxh:S J%4NY'i%tt•A]v%Y. 4.•Y.n?i..Jnn,.s:Yx%,P.+iYJ.,Vt^.KrT}%%%V%K9N%WrY::•}:X?Yx%,.:::.Y:Ka'J:friy.KK,.nvY.•.r.Yx%.:..:K :::..AY:.r.xtV.:..V:VYT.»MWxhK•.^V%4a•:•}N:•%•hhT.9.4.WHY.'M0:•%W:•:V.O.V.•}A:.TrXS'. %MYnHJiPTri.QA:!AYYN4%K:•%N:•%�J.4»TXtt,..}Tr.VATT:V}T./F.J r.•%Y M.!•AJJJ REMARKS: • , T 411 r�i ,F•.v.S•m.i nr lR.31 (.' HgME: D-T0682.022 R- 07-11-97 r- 07-14-97 f '1 REVIEWED BY: .. REPORT • JUL 1 71iiCONSTRUCTION TESTING LABORATORIES, INC. ISSUEn .. 01�u'r� ";'��ae4 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone (206) 588-0805 Facsimile 206...... 928 Client: M.A. Segale, Inc. Date of Inspection: July 15117,1997 Project: Cedar Crest Development Permit No.: N/A -y -- P.O.No.: N/A Address:3rd Avenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 23 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. As requested, 6 each in place density tests were performed at area between power pole and MH#15, as per attached copy of in-place density tests report. • Geo Engineers JUL l 1 / Weather: CLOUDY inspector: • S.HONG/fmd FIELD. •-FIZZ, : T-0682.023 R-17-16-97 T-07-16-97 Reviewed By: CONSTRUCTION TESTING LABORATORIESUL 1 7 1997 - - - - , INCINC. .... ... .. ::..v.::..,.:.vx::..,:.:::.:.::x::..xx::.x:.:xw«.s�.��x..:.::..v.::,..::xK.Nx....vx..::.:,,v::.::::...:. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 ,VtA\VC::...::..:�Li...VgRP:VN0.VhVAVCWMfvrx•:aS4J.M1S•xVHRS9C V:R•xHYY.MVMYk�xv.::,\\YPr.(tY•%w.x<Ci.,R<V9CWCxIXw:,w t•Y.f::W.+x!vx:.:.:h,::!s ..,. ,. Tel. No. (206) 588-0805/Fax No. (206) 588-0928 T"""""' .....v.Vnt.C..x'4xxxhN>.,}x:.h•}hxv>xVttC6xfVL:Y,hY,>x•:K^.V::\::v:•x.:.. ,.. .. ..., ... .,. illitNopLAGEDENsin .......:...:...........................................:.................................::::.:::::.:�:::::•................................................................::..............................................................:........ m+x,ox.:.'n:••x:..rxw.vx•.vx•>x:.a.,x,vru:.hox.ux<ver»xn.............................................................. ..�T.,x•T�x�.>a„�.:9,�,xYah�.r rxrx..<>h:,�..w ,. r .:.r.:.x. =ar VC,"Jio..w"}xi•:?v::•i>::}}i}T:istiv::?:::::?i:::::::: ::v:::: j::''v?::::::;::::::?i::::::v:::n:::::::: :::isYiii::::ii::::::::::v ::::::<v?::::::::�G::'%j::+:::%::::+�:::::: ::? ::::.?;:;::;:;:::;:;:::::::::::::::::::::Y::::::::::::J;i::::`v:�i:::jj:::j::::::::'+:::::4:;i::}::::;::;:::::::i::i:::::::::::::::::::?::i%i�i5?:::::::::: ;::::::::: ::::::::::: ::::i::i:L:::;:;:f;::iii..C.. 11VV.VONp'VNS.WMkYWNAVIIJOVP]:W%V:1 hCVCh\\:C>V. :V.\rTNAYYVPI`%,V>hi:V>Wh,}hvh\\\•:T%KOT1 T?T.1' }:8:ti•:�::}x••»}:pT>}}>?>xx•TT>}h}}T\x^hCS:V>tiv.V}r:JV>:9}hYY:YVV.W}V:C»}'.} ., ••••!•••.....•<;•••..t:..••r•••:••••:•.. }. •]ChY hYYVh N.T:C.:IYVVTx•T::x•V>xY.hV.VVTh1N.r}r.VJ:%\�IWTiOY+>?%N'4j.V'.`N�'.VJ�'� :%K�)S.+S:'? CLIENT: M.A. Segale, Inc. DATE: July 15th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 23 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: AS-TM D-2922 MAXIMUM DENSITY TEST METHOD: A STM D-1557 .: .,• "�?� .,.r'L.::. .:.,,w;: :+?`x..?c5:.',•iS>:.:r..r•r,..,, 'v:;S: .2�'"• :}.: #:...^� a: ......: : ::: :::::::::::::. ............. ..............x::>f:?::?:•.:..,.4c..:•::.•r:. :: .. ??•::.::',:,...t..,....- � :"t ri• •a >tC'•a-'.; .:q.,x. ,�:�;::�. ��yy��yy 4 ........:.::;;:::?.:..: ....::::::::::::::::::::::::':::::::;::::;:::::ti:::::::::: .:::::::: ::::i:::: ::i:::::::::::?::::: i:::•:::;:::::«::::::::::::::•:•:::::::i:::: ::::::::::i::::i::iii:i:is i:i:;i::;:>• ''t:::::::::::FI :?::' ::": ' ';T :::::::i::i:::?::i::;: ;:?;:i::ii:::::::::::::::!::;so�::. .::% 5•:';'. ` .:::::i:' ii:::'::i::::::::::::::::::: ?::::::::::::::::::;:s:;:: .: 1i�...::::: ..y..;;...:;•:•:•?::•.�::.:::::::r:.�::::.::.r.�:::. :...:...................................... 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NE AREA OF POWER POLE I r 01 151 - 1'Subgrade 70'East from MH#15 P-1 140.3 129.1 8.7 137.2 j 7.1 94.1 90.0% 02 152 n50'South from MH#15 142.3 130.7 8.9 IN II 95.3 II i 03 153 II 150'SE from MH#15 • P-4 126.9 113.3 11.2 115.8 15.7 97.8 " 04 154 II 250'SE from MH#15 ill 128.6 116 "1 100+ .. POND "C" 05 155 -.1' ,Sub grade 50 NE from comer P-4 • 127.4 114.2 11.6 115.8 15.7 98.6 90.0% g 06 156 II . 120' West from corner P-1 • 141.8 130.8 8.4 7.1 95.3 " Y • . r t . • E $. Sr; c:w:o.IX:Y• �xa`r>unx•>Tx:y:a:.xYow:xccvwxrxv.•?.mrxcwxrnv>.o:rrr..xm>r:xxrr:x...rxoa:•nowrsvarwm<•xc!w:v::7r>xr}:w.a»»>x..,x•..>rr:h<•ra>r•.. .... � mh..•Y-r...:xx....>.......:�xw �.,.,}}soha>x•.x•:cr}r>xr:}>:c.;cxxcsxxxx�xo.... ,nx:Y-x•>.:<.:vx..:x.,•wxr>x!:•.rxmcx•wx•>wrw}xcx•.'cxxaxo:xx..cc»x:Y•xwxxw.c.:;1f:�cx:w•>xxxw:•.•::!•:% REMARKS: I'F'.'xTT1:I.11•FR3I (;"i' NAME: D-T06132.023 R-07-16-97 T- 07-16-97 REVIEWED BY: J U L 2 4 1997 r Ti CONSTRUCTION TESTING LABORATORIES, INC. ISSUED Qe 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 ate « „ Facsimile 206 588-0928 Client: M.A. Segale, Inc. Date of Inspection: July 17th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Avenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 24 Project No.: T-0682 :w:.•.,'.•.lax,•kan+,Y,::�i�:�•r,�xs;£'•r.•<.::.n•:<fl..+�$:<«;:�:�°' • • '".�M:xv<::::;M,..:M.,...., / arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. As requested, 7 each in-place density tests were performed on fill at the NW area of 3 cell ponds (west), as per attached copy of in-place density tests report. •• Nff:.f . Xtii.. ate...•.:••J �� «,• a w,,. >� h wN.� :• :...•::>.:•:::.,:.::: Weather: FAIR Inspector: D.SMI TH/fmd ...b _ FIELD.F7W-FILE NAME F-T0682.024 R-07-18-97 T-07-21-97 Reviewed By: h .. - - - - HE uu ` JUL _2 2 1997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED .nu.tL:un.ttl.vnm�..nv:.ttt::v:..t.xx:nnx.x:uvnvw.:xu nuv:v.:: ..vv.:u..v..tuuv.ty tvt..:vv..:t...u:w...t.n..:n........n....n:........v..........:..n.nn...: n....L..Ln.t....n.........t............n:........ .. ..N.t::rNnv:nV.vtxV.xY.vnY.:•::f:nV ..n:xY... 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 wxv%•x�cvcL;:<Lwo. 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Y CLIENT: M.A. Segale, Inc. 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E:::::.}'..::.;;::<.}';.}}';::.}::;.}:.}::.}:.}:.>;:;;::.:>::;;.};:.}}:;<.}: .:..t�A...7... .....��.... w xsaw:aw?xrrr:co%avcouovwvoaw �' NW AREA OF 3 CELL WET PONDS I l 01 157 - 2'Subgrade 60'North from pond _ P-2 128.4 119.3 7.6 125.0 i 11.2 95.4 90.0% 02 158 150'NE from pond 1 " • 127.6 125.0 7.8 ' i " . 94.6 " 03 159 - 1'Subgrade 120'South from MH#19 I P-3 112.5 108.3 3.9 110.9 f 17.0 97.7 04 160 50' South from MH#19 " ' 113.3 105.1 7.8 rr i rr 94.8 i " p 05 161 80' SE from MH#19 I " : 108.3 103.5 4.6 Er i re 93.3 " 06 162 Subgrade 100'East from MH#19 110.9 105.8 4.8 i 95.4 " 07 163 70' SW from MH#18 " - 112.3 107.0 5.0 " 96.5 { 3 : I x.•%::C.?.:R%?»r%5v'VR:V:uwrWY..XwY.Vn?aaK.V...?Y+r.KtiY:uYY:.A::vr FL:^'i}Y..vrr:•fi.:..N%...ttnrY:TilrRY%?XY.+RY Ni•V.xn..v%%:L•NF.%•:?r?r%:Lu?.W.:..!i1.V:9%:\•F:r..X•%•W%uF% fi%L•%VR,r%:trintiV.•:AM•W%•%+l.•H.^.Y:WN% •YX:Ktitir>iP%V}Y.:S4:V»P%NttSVV%•rA:•YK:Yf1MY.:S:K•YL?R:?rYYYAtV%OVP'f•r:WG •JRrY.vt •Y.?Vic REMARKS: DE.\'SIT1:FTII'FR.11 (t 4�: ME 1t,NA : D-T0682.024 1?- 07-18-97 T- 07-18-97 - REVIEWED BY: REPORT JUL 2 8 1997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED • 10111 South Tacoma Way, Suite D-7, Tacoma,WA 98499 Telephone(206) 588-0805 Facsimile206)588-0928 IIFIE.LO 'S ECTIO '.t`. E'POD` "".................:..:..:.....:................:......:.......:..: Client: M.A. Segale, Inc. Date of Inspection: July 21st,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Avenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 25 Project No.: T-0682 - iF•Y.•?h`,'iiMV `i c ::[e S? +#'r'..'S: x : '``+'.'?{+ ..SSNMtug`'.t' .WG.4',n.{}'� 4%MVK ^`'`..MieWI e"a�i.'•3 'yc'at;4,`:iw'++c".x`'a'.!.:i sQ";is M::.:W^u`^c'0 K;<a`;"••w•G< : 2`.iyVMK:;:"•:ir - I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 8 each in-place density tests were performed on fill, between MH#13 and 14, as per attached copy of in-place density tests C:iso Engineers JUL3Q 1997 ` --- 7 ' • Weather: CLOUDY Inspector: S.HONG/fmd Frew.rm -Fizz :F-T0682.025 R-07-22-97 T-07--23-97 Reviewed By: . _ _-_ _ ._._ ___ _ _--- - _ -_-__7 _ __ _-_. _____ a -. _._J _ _ ______ --- , J U L 2 8 1997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED :...:...vt.......hv.v..t...v. .:.wee:•.•.v ..woe• ..:.A.le,•::.W.V.:ve••••.v:•:.:•.t•::::r..l:::•:.•:.:”::..•::.::::.:.:..:..W.V.•.V.W....v::.v..•:::•.:.W..:.::::•.:t:.::.::.t•::.:.W.W.W. .t::..:.V.W.W.V.....V.V...V.,:.V.W:.W.:•:.W.V.V.W.•:.t•:AW.V.V. .We. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. 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W.fF»XKstiiN M4.t.....K» .. . e � n.XK.}:Vn}v.S S•A•%.i.t•.KX fi%•%1S•:V<•.s.K:4XV....LKK•..w:iN . :r : ....... r ..r..............................: :: :::•:v::.v:.v;.......................... ...........v:v:::::.v:::::••.v::v::............................. ::::::::::::::::n::::::nv::w:.:................................... ................ /K:ttR9f Y K4 KK:.4V .. ......... .... ..... ... .. ... .. .. ... .. .......................... ........................................:.................................... ........................:..........................................................:.. :......:R�%�.;RY,.Witt.}Ly,:Yn!.�W.K.:tt.Nt.Y,.f.AC,n w'SK;.KK>i i}ii� N m I•�:�i' L::::' ::::ii i::: ".: :::i. }.}: ...i.. ::'' :: is •.i:. .::•'::L:::::::'.::::::::j:::::':ii:::'.::::''':':::::i::ii�:i::':':::::vri::::::::}}:::::?:::isi:::::•:':•::::isi:?:'::::::::::::::::::::::}::'.v::::::::;::::::::::}::::::::j::::<::::::::::::::: i::' :::::::•::::::is::::::::'::•'.:::•:::•:::•:::::::':si i:::::tii�'::::{i:::i:',:::::::::::::::.::i}:'::::::�i:::::::i:•'.:i::i::'.:::::::::::::::::::::::}'::ii:::'::i::::::i:':•:':i:::ii::i:i ... .A...IA /j��Wy, ■/i.. ..... .. .. ...................r:4 i}i:!i:::;i}}(}}}}};:vK•:}}}:• .........}}:.}};•)}}}}i}}}}:4}i:•::istitii:i:}}L}}:•}:K4i}:•}:i?i4y,4}}i:•};•i}i}}...............i`}:'}:::tii:iiii:::}':}' }i ti}iiiii .......:.......: !g titV:4:•))iVN%;:1NVJ0�N.V}}:V:•i::4:i}}'r::?:K•?i:Ji}i:?�iiiY:iiii}::iiiii}i:::::;�::iii:�Y;�:�:; :�i:; :�ii}i:{4::;isy�ii:!i>.i�i:;iii::;i::ii:;:::,+.<::;i}? iii:;:i!;.i;i iii::iiiii:?�iii:�?::L::4i::t;: ?;:j:{i}i::::iiiii}i i iijS::iii:{i{:j;:;:;:i;ji%ii'riii:�iij}iii::ii::iYiiiij>iiiiiiii:i:;:;:;sfS?:ii:{:iiiiiii:i'::ii:t;i}i}j::::;:;{:;:;:'i:::+.iiji::�}i'}::i:�iii:?�ivK}:'{:<YJ::iiii:?�ii };<ii::iiiii :r::�?ijii:^:t: ;:yi n t+.•.v. +r.:.•.• tvr +v•;♦vwvrr v.•.+v. .. .. .... :........•.::v.............,v•;•.;..................t.........................n V»ND.`XVpJ»XV}X+!>:hi\l:.l•XlX•.:XRW.VX.:V'xV.VhX•%V}.vV}hwX•.Vh•X1V:V#XM.....:}....:}:v».r.•XK•}»}}.•...}Y•v::•.\vV::X•:V}}}}nV}»:V:KKK:\+.VX•:K•X:1.:...iX...iv},w.l......»:.h..V}.h.L.:.•..•..:....vl:1.X.:J.•XVJ::X.}::»}Y»XV}::YX•`.'•5v}}}M:vNY}MV»X.x'K:K:»}hV }:KV::V}» V»}XV}}}}»»}}: CLIENT: M.A. Segale, Inc. DATE: July 21st,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 25 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 ........;:....:.>:.,;....:.:}..„•c..:::...:; , ,t 'x% .f!.:r• :..x},.'.. i!: .i:.'. g< A.:.: irvq::4��4:VVXK .� ; r: :v`:::::::•` .mRi : % :•} :}: it:.... t.v. : i. N . } .Y:: : . .: :.::: .M: r. .: z� .Me Oi.+. : :..M:Xam :.i... ..,T:..1. 4��....;.. • :: }:>:.: ':.. :::?:S i }::::: }:; : :;: % :;: ::: ; ;':; #:•:::SSi :: ::::: :::<` i::::::: : 4; : :: :::>::; : i ;::::: %: :> ::: ::: :;:>:.::::> } :; :K•>:;;KY :::.:;., ::::• : : : .: ::::: : : ; :i::: : <: : ::::: i : :< :.::::::::i ?::r: ::: `:: :;:.::: ::: :;: : :::::%:: ; ::::::: ::' ; :I • :;tF' ; : : :. :...:..:.:.;.:<: ::::iii::;:i }' .......................... ::.:: .... .:. .r..... . . Ag : WS T M . .. . 4}:: i..... . .. . : v ^ n, ::i.}... . ........ : ; : i. :};.;iEAV4T��Mti: .} ;; ;;; ;:: ; •} K. TON: ; .:.:} :.}::.}.:..:.}•}.>;; .; . ; ': :.:.v::,::.. : : :: : ,. >.;•}}:}/ y .r : .: : . ::•::v.:., :: :.s..};};.:: .:;.} .::.:..:.;:. : • • • • '9LC:it4}t4 X•}»%•:K4T%tt4'» v + v .:. r. v.v. .... .:..v �..�:.:: .... ...........................::::.w...... X\VRKKWR»}t•.vi:?.1.IX.WifK4Xst54...t?h:i4:R:»XH..S..+t�..A....:}.n..R:•:•siS...t+..:h•%•}}}:R.4::•»»»:tiK }. .:. .:�.::.v. :r:n�v.. r v . .: •. ••:••:r:::::::::::::{:.v::::::::.::::::::::::::ii::{:jii:{:iiji}iii}iii :�i:ii;: 4PysC;K•;v7}A4:nKKtt•%i•:SiY..s» .{x. sR.YgvNCNi.f..nR%fi »J•:: •]0..V(tii0}J:vJ/Nt{W%s %A:HvW.KKKv .K:Vi9MG•+fiX.v\},+X•X4f4(9Y'SV.K+pn'Y.9:4:•%0:4iT.; MH#13 Y 01 164 Subgrade 80'North • P-4 1 123.8 110.5 ` 12.0 1 115.8 15.7 1 95.4 : 90.0% r 1 02 . 165 - 1 60'NW 1 " 118.5 104.4 ' 14.5 1 ` 90.1 i 03 1 166 II 40 NE 1 " i 124.0 105.0 . 18.1 1 " 1 90.7 MH#14 1 s • 04 167 - 1' 80' South P-4 ., 126.8 108.8 : 16.5 115.8 15.7 94.0 90.0% • 05 168 II 50' South 128.3 109.5 i. 17.3 1 II FI 94.6 MH#13 06 169 - 1' 250'East " P-4 116.8 140.5 11.8 1 115.8 15.7 90.2 90.0% MH#14 1 I • 09 1 170 - 1' 300' SE 1 P-4 ;1 124.0 106.0 17.0 115.8 15.7 91.5 90.0% 10 i 171 - 1' 350'East+r. r r 125.3 107.1 17.0 . ; ............................_.. ,............. ........._........... . ..._.........��.......... f: .X:K.t.vh.K.uKwXKv....,.Y:....,X»..x.t.:.t.:...t.,,..h..tt..-,,.,,..�...,t.tt.:....tt.t..... :v v . v t 92.5 .:n.....t ::......... .:.r... .......................:.........r...........r....:. ..,t., ........ ...;....,.}:X.:.,:..4:K...W::,K :�:4..Kr,.:.:K:s.::.,:.::::.ts.....s..........::.4 }X.s:...,:..»..»:,.........t4...:K4.:t<. REMARKS: CONFORMS • • .6, REVIEWED BY: f RICA- .�a nfinrn�':rR.1i vAdtE: D-T0682.025 R- 07.22.97 T T. 07.23.97 REPORT JUL 301997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED = _ 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone (206) 588-0805 Facsimile (206) 588-0928 ::,...a•.+rF.V'F.W•e••ero•ae xn+nct:w,..•H.••.•aa.me.t•e•ec.••••+r••• :,v..ncnoemru.+ooaia .tactcnxma<:.s..:.:r.:.::.:.•.•:. f... Client: M.A. Segale, Inc. Date of Inspection: July 23rd,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 26 Project No.: T-0682 r>.;?: `b2Y"+.e.m A•':ti.. ktam 2E 'C:3�C'nya ........��.....__........_..._........ .�.....__._ f 1....._....._._mow:;•::.: .s3:•.Car t,'•Y•r., wr!:f.,;:.;.:.;;:. I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. • As requested,. 9 each in-place density tests were performed on fill at the area between MH # 13 and 14, and north and east area of NE 3 cell ponds, as per attached copy of in-place density tests report. - • . b g• IneerS U I t ?/ Weather: FAIR Inspector: S.HONG/fmd Reviewed By: 31P1FlELD.FTw- ALE NAME: F-T0682.026 R-07-25-97 T-07-28-97 I, )....... CONSTRUCTION TESTING LABORATORIES INC. JUL 2 8 1997 .....::, ,t.:v,:::,,,:.%,.vr:.:r.....:....:::�...%:�::x:.t...:....n......:,.....,...:.......:.tt.....v::::.........:.::.v................t....................................:.............::t,......�:...t...:.........:,t.:.:.. ... .� 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 xK ,,,. RRR :.,•.R . +.Sx,.,W%W.•:,,.Rt..•.,R,..�M..,w.xv, ,..::.:..�,,:•%•.R,,.: ,,.,...%:.:.,:t•.tw.t,,.,:•.,...>.:.:,....: . ... .. .. .,. .... .. . , Tel. No. (206) 588-0805/Fax No. (206) 588-0925 :R . .R:A..% ........:...:::n,:,..tk.%.:,,.t. :z...::,..:n:::::SR.'z,.%�<K;., ,..,;::n,A:S: ..,S.:AR,tu:R...,.%:•:.RW„RSSR:t ik.:4N::::: :...:.: :. .::::: :: . ...:...... ..... ... ...... %q.Rt.x%Corr. P;'`��:, :. <<>�;'' D > :>T LT<" T R :::_ :�.:,.. :> ::. > > :: :::<:{iii:i : ::I >' »> '< ': ::I:IIf: s»::: ::::?::> ::<: » : > i. . w�:v, :�::: 'VJ.\VggG�'ii:iii:ii:•ii:•ii 4: 11C.�`RV,gCNO.'Q1V:VCTT"VU'ii •\\1V i:4i:•ii:�iiiii:t i:;i:4iiiiv:i:i�:i{iiii:�:�::�ii4iiiiJi:;�ii:C+i:viiii::ii:i:,v::i::ii:;:�iii%^iiii:::;ii:;:i::::?:ji i:;i:;:;:;::::::?:.:,::i<:;:::':::(i}^i:iii:;i:i:�:i�iiiiii:i�ii:�i::i�ii : tii: 'q.?N.V%,R'•AAq.R'R'Rhq.V#.1LgNh•%1gT11LgTl%V:SY\YV1^:.q%•>\\:TN \::.t\hR:.\ :...:nY:::::%::•:\:•::4tq:•\•:4%ti•:R:gtRA•:ti•::hgt\1:..v%tiff:tikX::%:5..::'V.1'.1V.R\•:•v,\':\R:t•1q:.'::•:•j�:�`}:4j:}.1:R4%:Vn,l'•:hY?:,+::ti Kqi titV%q,%q:%gCAJCwRq}li\?%tiJM•}:J:::\%q\!nh:i\'V::;vT?Ta:.it CLIENT: M.A. Segale, Inc. DATE: July 23rd,1997 PAGE: 1 OF 2 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 26 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT: N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 „<, r`..,r •.xa;:x;:f:x.;:::..:c„;;;h�.;:,x. :.ar,•:..��'•�":tvt•;N;%:.xa�.,,b:ti.. a'��u+;ivxct>`.x:6�L'c':o-`ar.•t4;?;xs,;3`'•°cy,::t.,"+�• ;i�•;u..: . %xtf.A°•6.':<' v.. i : gtiti+:�r,:iiiii ;iiji:i{:�;:�ijiii'i:ti tt+f.•'4�f.t•X54if•%R•r<9VJV'}? J4LIXC:RY+}OKC f/.4(tiC�Mf4\V��:OCi�:::i:�r.:: •.SSO%NO:tGhC1CA��%tiR•>:f •`VS:C4C9P%:%VJ.N.':::•. : :.,v::: Lv'Li:i':b:iiii:::i::ii+ : ; BETWEEN MH#13 & #14 r 01 172 Subgrade 20'NW from MH#13 • P-4 122.0 108.8 • 12.1 • 115.8 15.7 94.0 90.0% 1 02 173 " 80'North from MH#13 1 " 129.1 116.3 11.0 " ! " 100+ " 03 174 II 150'East from MH#13 IF120.8 110.0 9.8 " 95.0 ,, 04 175 II 50'South from MH#14 " 126.6 107.2 : 18.1 IF " 92.6 " 05 176 200'SE from MH#14 I n112.5 105.7 6.4 ; 91.3 " } NE AREA OF THE NE POND (3 CELL POND) ..._..._.......__...._...w._____....__�__._.. _. __.._..._...__...w...... 06 177 Subgrade 20'East from pond I P-4 122.2 106.4 . 14.8 115.8 , 15.7 91.9 90.0% 07 178 II 100'East from pond f " 133.4 118.6 12.5 100+ 08 179 50 North from pond 124.5 107.2 . 16.1 92.6 Y$ $f O9 180 " q•t 150'North from pond . " 126.6 109.6 15.5 : 94.7 1 •_- .,WW::vtttW". :%•.rA:.•hvh N%lx:%•%RR•a.K.. vxwn:r...n.:x:r%s:A.%R rn.x:C:N.t n•Y.Sc9a:Y.Ktv:f.:•.W%v.•w•:.:v%::v:9:..n9:..XA>.x..:.%nr...t....•..:r:Y.xttrq:.v.?:I.v:?%S•f.R•nvt•.•::Y.•:wfi%R4:.%R•i+:•.4:•%•:•N.t4!V:aAA:•%t•:•Y.V.ttisy:u:.ti•N.VA:R"R.:fJ.Ra N:4%•x.V.9C•YA%titiG•NN.f AK4:W:t•% C9.�flt:4• REMARKS: (� FOR r, DENSIN.FIW/F 6 •RM `(:'"NtlAME' D-T0682.026 R- 07-25-97 T- 07-25.97 REVIEWED BY: ""1• it a • REPORT • 0 1997 JUL 3 " i CONSTRUCTION TESTING LABORATORIES, INC. ISSUED • • Via , 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone (206) 588-0805 Facsimile (206) 588-0928 of> j Client: M.A. Segale, Inc. Date of Inspection: July 25th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue & Edmonds Avenue Job No.: N/A • Contract No. N/A Contractor: Client Report No.: 27 Project No.: T-0682 ?cY$.c4G2f$,';''iftA s'ht'.�c i v .. .• "aY • ... sr r42:MI MOMMOR k;:<G:[t.•.aMC}"sS zic.'tict( C.WRM<tc:'.•'.'Y I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 8 each in-place density tests were performed on fill at the south area of power poles, as per attached copy of in-place density tests report. - .....,.•,aow•r,xr.xxvavwwa----.rwao.....,.,c,.._........,, ,. .. ,.,.__r—.. ...•.._...,... Weather: FAIR Inspector: S.HONG/fmd Reviewed B Y�. FIELO.F7w- FILE NAME F-T0682.027 R-07-28-97 .. T-07-29-97 :... � 1.�-. .. JUL 301997 CONSTRUCTION TESTING LABORATORIES, INC. ::.totx.n..,::rt:K:4:.::...4.v:n..t..,.n.::n:•....:.:n::::::.::.t.::n::•::nxv:.:.::.�:f.v:::..�::.�..:nn•:::::r::::.::.:.�:.:•n.f:::::::..:.4:n.:::n::.::.:�:::::.:::..:..::f::::::.�::::::::.v.v:::.:�::•::::::.v:.�:.�N.v:::n.:::::.:::•:.:.:.v::::::::::.t.:::.::.::::::::.:.:n::.n.:::::::n..:..,<.:.:::::.::::.n•:N......::::..4::.v:::�. . ... . . .... ................... ... 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 TeL No. (206) 588-0805/Fax No. (206) 588-0928 j•t':t�+R :%t4nl•%SMX4%t<ri:t•YnVVKWY.•'1SKVuf9Cgrn�W.R•Y:!xi.;;Y%1{:'f.V:V}n:�NmifY:•:}n•:%4Y:•!AL•n4YYY::KVP:V%:iY:•iV:•X:+'4:•.v......n... ��.,.....�..n...................... .... .. .. ... ........ ......... ......................................... : .......x.f...v:r..r....4.4.vrr..YF.n.r. ...., ...., .. .. ... .......... .....�:.:�::.:�::.�::::.�.�::.:�:::•::::::.�:::>;:a:c}}T:::>::.:>.�>:•:<a::�>:<.>:�:::�::�:>:�>:�}T.:::•}:•TT:�}:�>;:•:::::.�::::.�::....••. ................................ .:....n.,n}sr.F:Fi...r.f .. .. u....... .. .......... .. ............ ................. ..........:......................................................... .....................................................................................................................:..................................................4.f�Y.4f..K Sf.A4...K:t4n4%,:K•.t:vY%.:./.A%:..W...: +iiiiii .::::�::::`y .:7■;.>. ':: }:::?i i:i::� ::. .:::..�.:: �. ::::. :i:': ':?:Jii :i: �}.:. �:::: �i.::'y.; .� .. ....:....::.....:�..��:t:::::ii::::::::::ii�i:>::::iiiTr::::T::::?::::i::::i':iiii:::::i:><:::::::::::::jii:':::::isii:^'ii::>:::L::::::>:?}:::::::^:: i::::::iv}iiii:{:iiiiiiiiii::j;i';:ji;:::ii'::::i}i;':iiii}i�i}i::iiiiiii:ij};:i}ii:iY:?:;iiiii:{:::ii�;isii::::iX:':j::::::::i':::?:i::::::::::ii:� .:..........................................::::::::::::............................... .. ..:, •F:V}NVVN%Q:tiv:%•%4}}}%•NY.•%•T:V}:J}}}TT:VTTT>:}V}.Y.k..n.n%\..R..:}T:::n:r:T:}}:.vn4::T::::}}:n:v::T:}:::}:'•::..........•: ,v.•..••.v::,..i::,, ::,�:....::.�, �„v.::....�, ,.... .. .....:....r%R .%.V....:......:.T...n....Y...>:.T}.t..:}......:r}.}}}:}.:n•:}%4V}}T}}V}}}:K•}T}T}}}%4}:4}}T}}T}}Y.k`:{•:Ki%VK•}TT.i.*.`.`i.*:•:T:}n�i:•%?.+i:•%i%ii::Y.`:V%i`.`%i%iaiimijijg CLIENT: M.A. Segale, Inc. DATE: July 25th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 27 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 :•:.......^.T.;s ... {: :::a,:nTy:Y.0:.:M ::2::M.:... -n?.ri.:: : ! :i{` :;Y-v:M p ::;.w,}�Y.;KAT6.'• 'TY•'X<,:Yj,}' 3.,'7• ,v' .................... ................................... .. .,.................................................. ............................ .................. .................... .......... .. ate..�°}`i,•�°x`.ZY�`�w.{. ii ::%j:::::? %EE:?: ':;:;:;: :`EE: : :E::::`: :E::iE:>#�:;:<:�::::?::::::::i:`::::::::::::::::`?<E�::i:::;:;:;:;E:::;:i: :: E::::isE::•E::::? ;;: ':Ef6:::::::::i:::::::'EEf:E:::iEEE:<:? �:E::#:E::???::>: :`:: ;:;:;:;:::: `E';::::?:::c':::isz:::EE::#E; 'f::j>:: #::::jr`:::EE::?:EE :::::;:;:; �+ ... ... .£::T`:;::::;:::;<E::: : ::::r{:;:;2::;::::::::;::::�::;:::::::::::::::::::;:::#E:;:::;:;::;;;::£T:2:::;si2::::::::::::::::�:<::i:;:::z::::>::::::::::::::::::::::::r::s:::::;5:�:::;»:.}:}:.}:.;;:.T:}:.:.}:.}:.}:.::::};;:.T}:.}:.::<.:TT:<.;:;:.::.{.}:.}}:.}:.{.;: :.:�7FrR.:::.}:.:::.::. 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K,•.:K.•:KC}':•'•:tV: ........Y}.:..::n........v •.M%K.%4.....•:SK•T:•}.ttf.:v:•T:KKK•}}%Ktrit•nK.•:K t4ntK•Y:4:V:ut^.:•}n::vY:4Y:YY.U.': �: •;::S4:J:t t•Y:C:4.'4PY:4:•.t�. REMARKS: ELEV.CODE: SG = Subgradell'Ik At) (� DENSITY.FTw/FRM itr7'`1ME: D-T0682.027 R- 07-28-97 T- 07-29-97 REVIEWED BY: REPORT AUG 0 4 1997 A A --CONSTRUCTION TESTING LABORATORIES, INC. ISSUED — VriC alac 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 Facsimile (206) 588-0928 PNREP( ! . : :::::.............................................Ian.... :fili ..: I Client: M.A. Segale, Inc. Date of Inspection: July 296 ,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 28 Project No.: T-0682 i•:`•.'n.S:n'•x.fir. ''ei -u'mn. .y::,.{...,,y,,.•....:.,"')`x'tC`nl'. 'h`�,'ie.+ae"0". .''=i 'vy^'X{�"'.'t�'S"+r'.�?cvrtwra'`'' 4.e�c.. : c.;`r' :.. ....,1;:..;.. I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 9 each in-place density tests were performed on fill at the south slope and road around MH #11, as per attached copy of in-place density tests report. `_`' ss Weather: CLOUDY Inspector: S.HONG/fmd FIELD.FTW. FILE NAME: F-T0682.028 R-07-30-97 T-07-31-97 Reviewed By: iki • -- :�,„ i AUG 0 4 1997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED ..:v..M1..............................:....M1....,.....v..:..:..�: ,::::.:.::M1...:::.::::::.:.�.v:::•:.�::::::A:.::•::.:..M1..M1M1.:::::::.M1....M1.::::::.:,.:.�:A.f:.:.:.M1,.:::::::::.:.::::k:::f::.vvv:..:::..:,.•::....::.::v:::::.:.M.:.t.::::::::::::..:�•:::.:•::::..:: 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. 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DATE: July 29th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 28 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 } .......:..:;:.:.. ....:. ..:.:?:j.:•::..i J::�:..•i aW : W K:::�;::.:•:::;.;;:.::.}°.>.i>S.... %:.;;>:}:::::;.4:;::. .T%.}K. ,{>:.hi.1}•Vu:. x:P.;iiY:.nvK;w•ii};} yx:.%;}:•%}H ii:..•i%::::.v:}ro::.:•.%}..4:.>:? r. Y::.;) }%:}.•; E{:•:t.•}•}:x•:]:C•}O>.:. i;:>+M.}if•:Y;..5 a.:.::•:K::vi<>t;4'.>%•:%::•iM::;%:.i9:(:4}:C«•:t::•:iiti:4i:,•`}]%::€4:x:::<4%<:;4}>::C:::`YA;::•%.:R .;.m::«::> xa mmommom :: • K ;.i}:::..i::::::.::M: ::; : :: gig;oi•< ; : :?..i.:i :: } :•::•} -:i-::.>:}• a; :;: ::::•iE::•:: :i %. n:::i: : }:> : : i ::.:::.n : : ; : :: , : ' •�C4� :. Y: ?? 'i : EE � '` ' ` ' EfEf ; ; } •;•• :: ..:..;. , ...:..]1t....: .S K : . i::.::.:.<. : ::::':: ;:::.::: ::::::::::::::,:<::;;_::::>:?:::ii::'::?:i::;;+:::i?::::::•?i:::•::-:•}}:i}::.i.i:i:: ::i--ii:is.::::ii::ii:`:::::: :: ;:;:::;}:i}•:•:;:;}::::;:i.}.}}.}-:->:::::::::}:::;ii,' .i : i: •.D� ;.. >:>::i::>::<:i: :::::>: :i: :> . .: . }'. ::: :: :: >: i >: .: : ; .;.i..:.i . >.; i : : : : .: .. . ... .. . } . . . . . . ? Wy e tkoig• : :: . :iiili: :: ` : o :? ::::: ? ::% ::X : : i : >: ` : ::::::::ii:: i .: : .•• ::•..::::::. . i3Iy :V : : :�::: i %::?:::::i:;: j:::: yn.,v!•> i: } yttm:: :::::ii::::::::<:::: Tii,: ::g 'ilgf ' P} x� . .. } : .} ;i }; i :.:;: } i::.}}; i> }.; } :.;}; ; i i ::::;::: }i : i ; ; iii} ; }s } i > i :< NOES'::i . ; : : > :i :::i:::v: : < i ;:: s . . . : ..... . . .. .. . : .4:M%4:4%5IXK4Y.4iY.4}:MyC4:iiii.'O.'VYY.4.4C:::[:]%S)::i']i.:A,L?::JL4:+TY.iV:���'�� .�'•.VLS).4:9fOiH•Y:%O4 SOUTH SLOPE 01 189 -14' FG 20' from south, 80' from west P-1 i 135.4 127.1 6.5 137.2 7.1 . 92.6 90.0% i ii 02.. 190...... ....................... 30'from south, ...60' from west..............................................._...... .................v...... .........134.5.....�.. 125.2 i 7.4 .V .. 91.3 03 191 -20' FG 20' from south, 150' from east �# P-2 126.5 115.0 10.0 125.0 11.2 192.0 I " 1 04 192 -20' FG 40' from south, 100' from east 128.7 121.9 : 5.6 97.5 I " g BY MH#10 & 11 @ POND AREA (APPROX..ELEV. 242')............_......._.......... il 1 05 193 -1' FG .50' NE of MH#10 0 P-1 135.7 124.3 9.2 t 137.2 7.1 90.6 90.0% 1 06 194 `• " 100' NE of M H#10 " 136.9 126.2 1 8.5 " 1 92.0 1 " 07 195 150' SE of MH#11 i " 138.7 128.9 1 7.6 " 1 94.0 1 " " ," " .I 08._. ........ .96.... . MH#11 , 9.74 91.5 x .. 09 197 • " t120' NE of MH#11 < " ' }6R, � 136.8 125.0 1 9.4 1 91.1.\\R<R:^.% .M14'.w:..:KKM1:M14}:4.v...M1,.:,.,..K.%..KK:\•::::c.T.K:tt•X:�4T%•}:.v.4.:•.::.::]%4]:v••w•.,4:]%Ktv].v..:V..ttiM1.•.YVhta........K:......•.t•...:...:...... .,v}:w.v,w.r.:n.::..�.... . .• ..•""^ v..r .,. v.vv.r...,,.... .v,..,...........::•:%SV••.•••.•••v•••••.v.v,,,•,,,,,,•.,:,,,,,,,,,:,,,,.V.ttKKK+vT%•::::t:t^.:S:K.•TT%pT]:V}TT4:K•.t4T:0.:•x%v]]]:p:4TY:.Vx}.)).4.::v:}.^.:SKvf.^.:KKKpT:v}}T}x.K.:4}T\4ivTY:::54%•%•T:%iKvx%KvxYY.4%KC%`•k::Oxlv::K.ri:ty:%:< REMARKS: CONFORMS ELEV.CODE: FG = Finish Grade ....,. y.,,,.- Ir-A II S..,A- 4,,,;, • DENSITY.FTWiFRM �M1+',VAME: D-T0662.026 R- 07-30-97 T- 07-70-97 REVIEWED BY: .... .. REPORT I 0 5 1997 ...,..CONSTRUCTION TESTING LABORATORIES, INc. ,^F 1�ffiTi t�V 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 Facsimile 206 588-0928 Client: M.A. Segale, Inc. Date of Inspection: July 31st,1997 Project: Cedar Crest Development Permit No.: N/A ---.__ _ P.O.No.: N/A Address: 3rd Avenue & Edmonds Avenue Job No.: N/A Contract No. N/A Contractor: Client Report No.: 29 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 8 each in-place density tests were performed on fill at the south slope and west side of pond (MH#10 thru 12), as per attached copy of in-place density tests report. it Weather: • CLOUDY _ Inspector: S.H NG/fmd 1 FIELD.FTW- FILE NAME: F-T0682.029 R-08-01-97 T- 08-01-97 Reviewed By: 1 - tr(.)RT CONSTRUCTION TESTING LABORATORIES, INC. AUG 0 5 1997 .:.:..:.n,.,Y.:.:.::,,: ....:n.::....Y...::,„_.:,: .. :...Y ...Y.::.: . . ..................... .... .Y:..:Y. : n :.......:...:...:...:.......r:..............:....n. 10111 South Tacoma Way, Suite -- , ma, WA 98499 :Yn4.�.•:.<,Ynn4...::,,,:4n.}�,vn,�,,.Y.x,,.K4Tw.,,.}.:•n:..,.w..::..nY::n.:.::5:•:::n.,.,,.,n.>.,,,`.4..nY:}.::.::nn.:..::,,,•::::.:n.:. �YJ.4}}n.Y%4}... Tel. No. (206) 588-0805/Fax No. (206) 588-0928 .:.;:.T;::•;};:;?<:.;:.::.;>:.:;:::<::<::::;:':;::::::>:>;:>::;::>:T:::.};:.:;.;::<::::::>::;»::;:>::>:<:>:<:>::>::;>::>::>:;:::;::;>::::>:::;;:•:�:.;:.;::.;:?T::?.;:.;;:.;:.T:;:..>}:.;:.;:.;::.:.::.;:.;,..,;,,..?,,.;;.�,,.:»:::>.::<�;:;,�;ii;;: �,.;,:..,,,.?.,�>................,.}::,.:.:..,.,.?.b„w;.,,:n.?.;?:T%..?4.:Y.`::.n:..::.:•.kr,.:,`M4%.JJMM, ,.. , .. .. ... ,. .. :.:I:.: :.:: .i:L.: : .:^:e.E::D .:...:... I. :.Y:::: ::. .:". .:: .i.... 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DATE: July 31 st,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 29 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 :..:i...:"}•{x:.. ; {..: .�..:J..:ii:.v}:.i}?n::i::::4v:i ::•-?;.i�i.;:::a;.iv.:;...:w::>..+:: .::v::',iyi`::::; g ii;...,.i"y;:.::.p...:i:...5:.:'.i:.'r::...:i:.•.:i.:.:.}:.:i.:.i:}2::}...T. 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'n'1 Skis REPORT • • pliht3 I99X CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 Facsimile (206) 588-0928 Client: M.A. Segale, Inc. Date of Inspection: August 5th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 30 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 7 each in-place density tests were performed on fill at areas between south slope and MH #1, as per attached copy of in-place density tests report. Cer S I 4 — i r::re:Inv:::xnri+xvev�,xNtvvwriwfr...�.....:yAy.V..w"•xm'nowJaua'Tn4w.aax+Nvo�wVA�a�'• ••-wcvuxcanoxwxrnxtcu:c..tc.._.w:.:.t...c.._�o�•iw>r:n..,S•.uctwa.�txvva,wmiyaitviX::nvf•:::rx:x: Weather: FAIR Inspector: S.HONG/fmd HELD.FTw. FILE NAME: F-T0682.030 R-08-06-97 T-08-07-97 Reviewed By: blita t ! cONSTR UCTION TESTING LABORATORIES, INC. AUG 81997 vnv.: :.t. :........n.:.:v......:.:...tn..v..:..hn:.::.:v. :::: .n.........:....t..........:....t :...t.....:......vtv :.:v...:.....:....:...:nt....rr..�vn,,..:... .... 1 South .v.:.n..:.i 1011• S Tacoma Way Suite D 7 Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ii•?s:i�:•?{iI nsv5:?{ � nN.S!."a lVxV�n }:. i: : nK:;v%•.vx:•.:v:..•.\i.:4s.:i.:s?v.v.:::.ix.::v4:.•::::::::::.::y::.y:.v..:.:: :....v::::.v:LiV.:...•:. .:.:.:..YW::n...::N.:..�::.n::.:nA.:.�::::vt.:ri ....•�.x.i5.::.ti:....:.::.......:... .�: .:....::..si:......::•.::...........:.:is:v .:.. .::::::. ..v:t.........:.R.K.n:n n \ R::\.:•.ii::.::ii::xA.A•x.::E tt..:i r.n1i:vVii:x:.m::V:v..,.. n:.... ..,V:V}T:..:.?VV} Y •xi:VX h>.:VN.\?.\,> >xN:••15R\W::}Tx.V.'v:•T:i rr > : : ' x :,. •v :: F.'i4 ii , i .i ? i ;: :„. 'v::i:i:':::iiis,.,,iii}: i ::::ii}: ::::i:i: i:: :.:iiii4i: ii::ig:.::i::•v:{ :: i:i : i.: vv :;;:;:;i: iiiiii:::i:i} :i:.:: :::!:vviv:::iii::i•:i::i:�:i*:'i:::ii:': :rtj:ti::::i•:iiti, �::::: : v:: wiVi::: ::4i• :4i:4: ? i : : :U :i Tv ^ iii ::::rivi i0iJim ! Y : i i iii4 jvi v : : : v ::: :: :i :Y::ii!iii::iiii::iiiii•:}iiixtWVXSxJ xx\NhVxR3.i 4xtt+' x1\.\•}::.• hV:n...:\.v.n\v.+ 1:rw.i.+V hrx . e:.4v..+.......Wx::::};: YV : VjN. V %V1 \ :V :vV x\ x::.VV . ,:vhnN :jV » V:::vN » J% :. :VN::\vCLIENT: M.A. Segale, Inc. DATE: August 5th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 30 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 ..j'i:?;is is :iiii:;::;ii:i:�i�•i::?i;:^:i::i'.}:::iii:{}:r :iii i<iii::;::}iiiiii::;;?r.;•i:iii':i ..::::::.v:..�:::::.::..::. :v:'v:t� ....,...:..::::::..:.:: i::;;:':?.::?;•:::::io:•i:•i:•:i:•::::i•::•i:•i:??•:::•::'•i.r••::•::o:i;,,?•i::::^:^?:•i.•::•::.;:• ?:io::•:i:??.:i::::: ••, . ...:.:•i}:?r:::......:.......r..:...... .v:..v�u:?•}Y•}' >:•..:::.v::i;•:v':.v::.::w:::::::.: ::n•.: ..;;n.....:..:.... .........:: .:??: ::rr};. ::•}:i•iiii;:iiiiiji:tii'riiiii:}iiiii .............. :i:•:: i:;.�::ii 4•i .: :. :: DENSITY v....v.;v:::::n ::.+ ::.•.,.::..:.s•.:.::.•. ..��:...•.�•�... .:�.:4i:i�::; :R� ::::::::i .:; � N;:.:i:j: ..}•:::... :•.:�:^}:?•::y•}i:•ii:•:::???i4:h:?::`.is?•:::::: �.::::::: :w:::::::::v.v:::.:::.. .:::^::;{:{::::•; :.ay:::::::..v.::.v:::b:v:::nv:::::?:?:::•::.� .....:•..•.: :. ........:...... . .. ...::::?:.v.:.: <+?:??i.^:iv::;: :::ti}::'.y .:'.,. �.µ .........::.:' .v:n•:vi::••::: : ::}}:::::'... . ..:v.: '�:.*^'is ; :' ''.{{:ii;iii::iiiii ;:;:i;iiiriiiii :::ii;{:::::: ii:j::::::::i' ::i }:{:i:•i::ii:(:iiiiS??:it:''.:::::::i:S:iii:iii::i::iii::::ii:::;:::�i:;.iiiii isi:}i::i:Ji:V:i:iiiiii::i:�::i:}::i{:'Li'i:?V}}}}i:>};V: v'• ...iY.A .. ... ........ y :::n ..:::.v:m;n•::;;.}}i:•: ?K•:i••v:•::.::;........:.:/..:...:.�•.v.:}v;•,•..Y?:^:.i:':.::?:::::::::::::.:::::::::::v:;w:::i:8:: .. :.v::•.v.Ey[ ��/y. .,'..�...'.{{ ::.:v: :..........:..nv::.v::: :. :. {. .v •:. •::.v:::::::::: : ::::: :•::::' :... ::.v:.::. •: :?.+,.:... ... :::; :::::.v:nv.:v:.:: •::v. .. .... ................... .. ...................... .. ..:.. r. •.?:•: .:{:::i:;;:ii ii?:::i:i:i:i.:}}i'•:ii:':':•i;•i:•i}::i:::•.' .■may■ .....;:. .... ........n............... ............ .........n...............::...,� � ��•:::.v:::::......................:.v:.; :..a.:y{.�y..i Vi::K.iv. .yyyy..�(��y``...:::::.?•.Yw:.�:..::. .;::n}:4i: �I .. ..... .. .. .... .. .. ... ..... ..n.................. . ...... ...... ....:....:::::::::: :.,........ . ..::..vv:::::::.v:::::i:K:':?:.v:.�:::..v:.v:::: vi :nvn ;;.:. .......,....... ............. ...M±�t � ... . ........ ........... .......n.. .............. vr:•}:•}}:::.i:?4:4:y?:?nv.w:::�.:::::nv::.w:;:.v y#T':::}::?•:i:K•L:•i•4}}:•:4C:+••:?KV:: :•}:?�:V:Y!{?::•::::::}::: . :?:::::.:.:.::::::::.t::xv::.:::::::::.:::::: ::::::::::::::.v:;.t..;..n:.;.:•:::::nv............w,v:.::::nv:::::v:v:•i:?V};:::::::::;:::w:::::}':K?}:?^:J:•}::::K?L:•:?S}:^: .............::::w;... .... .... :.:n;...•: . .... •.v::D. .... ... . ::.v:::....:::::: .. .....::::r::n::v:w:::::::::.v:::::::.v:•::.:.......v:..:v::::::::.v:::::�w:.v::::nv:.v::;:;.;...,. ..::::::.v::.::..t.. .:..........., ... .. ���.v............... .......V...... .:::'..tn' i:i:':L: •i:•:::r::i:::i.:i:ii:::::::tiu:i:::::: .v::::::: ::::::nw:... ... ..........:.::::::: ::::::::::.v:.;. .............:n:::::::.v:.v::::::n•::::;.•;...................:::::::::.v.v::.v:::.:v::::;............... � /yi��Xyy(yy ..[ ... .... ............. : ....n.t.......... ... ................. ......... .......r. ............. iF '}:4}i:v::::•}:•y}:?::::::Gi::::?i. :i'].�i"'.i}>:V:i i:• }' i.:. •::. ::vi.:S•.i? i}.:•W{::,:::%i::::}iiy:?{i:}:::::::?::{::i:': : .... ... .. ........ ............ ..... .... C}iiS :ii?i iiiiii ................. ii:: :iiii}iiii:{:i:L:iiii iii:L: }iii:?ii>ii:ii:;ji:; �r�tiii `iii' !C+YGWIX•x1%VtPMfNOi0Ni9CfliSW}N.Y}i:4: ... a x.KK•xtwrn 9}w9i�•;;.. ?.:lin�iiPf�:i'iiiiii 'r:iiSii O:V:VCM4:gpN} iiiIiiimi V}%ON )O1C0)tiN.y.'q'O4?.•'iii:; �'x .aomoxmvcoax�aaapvvto'vu+oifo'i:j'o'oiico:'o'ce�o.+a:�>iao.<i'i6,o vsi' o�oo: BETWEEN MH #1 & SOUTH SLOPE 1 01 206 - 7' FG 20' from North, 100' from East P-4 127.4 107.6 18.4 115.8 15.7 92.9 90.0% °,...02. ..�207 .............._....,,..__......_..........6' from North, 150' from East .. ........ ............. ..... .." ... . .128.9.... .. . 1081. 19.2 _ .. 93.4 03 208 70' South from MH #1 127.8 104.6 22.2 j 90.3 t 04 209 " 20' from South, 60' from West 123.0 104.7 17.5 90.4 II 4 05 210 20' West from MH #9 124.0 105.7 17.4 91.3 STORM LINE TRENCH 06 211 - 8' FG 6' East from MH #1A : P-2 132.6 122.1 8.6 1 125.0 11.2 97.7 95.0% •:_ . 212 - 7' FG 40' East from MH #1A i " 131.9 119.5 10.4 " 1 95.6 " • i L...c.Ktn:.w:'Fmxrvet•.w:•n: nvr.•:xK:•.:•n:•.t•,vn,nKo:no:.:<•}.:n n,•.w.:::•>n•.v}.r:.K..r.•..:}x:v.:•:.a:>}x:..nKKv.,,:vx}}.m..,::»:.•...>:.x:::::•:}>x•:}xKK.nK••.r.K:•,.:.,n•::•.rr.>.x>:>:n•,:}}::r.:,.:}:}nw;Ka+ax::...a.x:K•.ax•:.:s.}i}.':.a..,,r .n.x..n ...x..n..x..::n�`KK K.n•.vv.:•::r>}s»xxxar ne.o->}xt..•a..o-.:rrx••i.x.>:x•.nvr.•nn.:vxcK:v..r>xx:..n•vcKarv.•.:•xK REMARKS: • ELEV.CODE: FG = Finish Grade • i. DENSITY.FTW/FRM (`• NAME: D-T0682.030 R R. 08-06-97 T T. 08-07.97 1 REVIEWED BY: i � REPORT AUG 1 3' 1997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED moo _ 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 • Telephone(206) 588-080 p 5 "A" REPORT Facsimile (206) 588-0928 iiiiF.I ...D.. PE.. . .. .N.. .. : Client: M.A. Segale, Inc. Date of Inspection: August 6th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 31 Project No.: T-0682 -- �. .y a;:xk id:.pyu4:;�:w�/.�•�ppp�}}�-�.y...�v:.ynr..{,.�,y�.•i.:ici, fF.:. �q .:yM..v� '"R..,.if.�2li�'.n` 'k,�ryp}�� ,�/ ,+y�v�;!.��� +yy/ 7� < -H.'��'C`'n'' �y!ry• 'nx'•`v•>. / ,t''•x:c <<\�.•:!:.....a..,.�-,n....:••A:1�H0.��t�•tvY.}L\-5..+vY'-• Y.Y .M .. •Kv .40:U( tt.It ..'i•�Ohti3�w�•JS::.{w.GV."A•h::1:{f�i�yAn-�Y� . }�'-Y'f.'��Q/. .Ni },�}Zhyi" .. I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 4 each in-place density tests were performed at various depth of the fill for storm drainage trench, as per attached copy of in-place density tests report. • , Weather: CLOUDY Inspector: S.HONG/fmd FIELD.Frw- FILE NAME:. F-T0682A.031 R-08-07-97 T-08-08-97 Reviewed By: • 1 AUG 131997 CONSTRUCTION TESTING LABORATORIES, INC. issuEd x�.:nw�x..:n::.....,,......:...a.v.:.v.::..:.....,....n:::v.:::.,.:::n:.nn..Y.ay.:,.:.,:.nh:.l.:.,.n::.::::::n..,Kk..::,.x..,w..v.:,.:.w.,.:.�.n...::nn..:.�.n::.�.�.:Kw.,K..�.,,..vn.�,<...,..:rn,:.r<.nx,,.:.n..ri:..,.n.::.:..:::.::n:,.:n:.n,:..,:,.�.x,:r,.:n.. 10111 South Tacoma Way, Suite D-7,-Tacoma, WA 98499 "A" REPORT • Tel. 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DATE: August 6th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 31 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN—PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 .: .'S' •':\v'?J}:{<�:.gti�':;�!�:;..vy:}T:: ;: �v,; { Y,-s :•• -W:... n:,.v,.v.•.. -rA:...{ih k is %oa,n:c y^?,>•.'.<'.G'::.!f•^..'.:J:^s::m,xr3:%n'•3g.{t,>t :t•<.i:-r.ive: ,.. \. •:p'::: :::.v:::::::: :.............v.......::. :::::.::::............. ..........:. ............................ ,�? i.Fn�:..:. .n: .fi�'•i'•"J�::......x.:::nvvin.,. ..: •. •.ram..• ..., .. 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T?f: f ,A: :�S-:{:ii:f,{�,µ, v :•'J090Vi9CCJLV:l0t4��OVVS4G:i:_? :i;i:::�Y:iiiiii:2:::;:::::::fj;:: ::::{i:�::::::::iir:�.�:::{?iii:�:�'i::}':��::i: :::;ii{::;:;F`'::i::iii:ti�iT:o':i:}}jt::::?ii: inhiFx qn\VCV:•r:cnJ%J:,Y<� +Ooro>TCP>. }>YT:J.JW.A•IVi:9f9G4:•.\VC?}RxttvVth:,;.q,X- J+).•.V VJ'iTYY4VC iliiimiei �::i�i>:riiiiiir(:. : »- :j�',�'�'i'j�i�{,:J',,�jy�:::.:iiniinigin :is:��:iiiiiiji :iiii:�iii iiS'': !: 4%:500:SCMt�iCXv.'VCSLJ:)JA:'WP:KJ?it•xVti4%4•> !iY%i1tSt4t:]tiiY'+C:C{''�is ti<:]Ci4Y.90C454C(ti(: STORM LINE TRENCH ! 01 213 - 6' F G 50' East from CB #2 1 P-2 129.5 118.8 9.0 125.0 11.2 i 95.0 i 95.0%' 02 214 - 5' F G 110' East from CB #2 131.5 121.2 • 8.5 1 " " • 03 215 H100' West from CB #4 Ill 128.7 119.E 7.6 95.7 04 216 - 3' F G 6' West from CB #2 132.3 122.6 8.0 " 98.1 " 3 0 I i Y : • i 3' TqZ 4 f F # s aoNFQRMSf ;s n r ` :,,•X:,-:n„•N%�:,r.,•n,v::.<..:n.>u:r..,,na.,a::.,.:.%•...:n:r.,..v.r.....:.........n...::.:nh:.::.:r:•:..:.,.n.,.•...:T:.:•.,.:..:nn......:...J.:•Tn•:n:J.%.h•T...........:.:.......::...:..,::.::1•x•..n•..•:...::..<......: ��, :1•:h ,. .. r . ... .. ...................r�... .. ..:. ... .. r.,..., .................r.vi :r..........r...JT.vT:>n::•:J.•%:tiri:^.:vn:•.v:Y..,v,•i 4Yn•nroTx•:Xvi..Y.•rf: TYT YN OJC•JVF>VTYHCYY!• .Qy ..... : .:^..•:•::X•: .:.:T .>T>::9.•T Y:T:X: :•.M�i.P.•N/.vT%WN.V.•} REMARKS: 4Y:.^.J.J.Stiti:tt:•: I DENSITY.FTWIFRM CIAME: D-T0682A.031 R- 08-07-97 T- 08-11-97 REVIEWED BY: Oki 43'4'. REPORT AUG 131991 ..CONSTRUCTION TESTING LABORATORIES, INC. ISSUED - II Q.e1 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-080 5 "B" REPORT Facsimile(206) 588-0928 FIELD:.::.::<.::::. N E' REPOR '` wage 1 of......I Client: M.A. Segale, Inc. Date of Inspection: August 6th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A ..__,M._ _•...... Contract No. N/A Contractor: Client Report No.: 31 Project No.: T-0682 m.h�{&n.m . 3'� ``��"' .Y".�'.•khy-id{...aKt:.C.Oddn.•a...titi�'Fn'•e!i'Y.x`a'•:32:.:+:r•ti:::i: I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 6 each in-place density tests were performed on fill between south slope and MH #9, as per attached copy of in-place density tests report. ' Weather: CLOUDY Inspector: S.HONG/fmd FIELD.FTW- FILE NAME: F-T0682B.031 R-08-07-97 T-08-08-97 Reviewed By: &41‘ 1• • AUG 1 3 1°P• CONSTRUCTION TESTING LABORATORIES, INC. 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M� 8 ' :;:::{;::i::::::::;;:....:.r.:....>:»:::.»::>::::<........:�•::;<:{::.>::;::: :: _::.;.: : : : : : : ::: :.;i:;: ;�>:>:: i: W#T*.'O.Vi}:O•�•• ::�':%:P:ih\t4:)%OJtSv{.CCSLiV�+:1V%VJJNf9t{�GRq'.} %�]CCp%VCN>'i%:%:%n+.'::%JCN%�lf.C.{}..S.H%{''J?:4A%:3C?:%:l4%:4]O]�: BETWEEN MH #9 & SOUTH SLOPE 1 3 01 217 - 2' F G 30' from south, 110' from east : P-2 132.7 123.2 7.7 125.0 11.2 98.6 : 90.0% > 02 218 „ 10' from south, 200' from east 134.2 122.7 9.4 " 98.2 03 219 20' from south, 350' from east 126.6 118.4 6.9 " 94.7 04 220 50' from south, 200' from west " 125.9 115.2 9.3 " 92.2 05 221 80' from south, 80' from west 131.3 121.5 8.1 97.2 " f 06 222 120' from south, 150' from west 130.5 120.0 8.8 96.0 f { : . 1$ ONFIRMS vva:Vn.•\SVXVJJIv•}}nR•. N.SWV.'vv.x:Y:nvv.V:Yv.WTT\tvv .v:9:W:•'fi:.lM1'{v/.KKtK•.K•.w}.4X}?:CY.:'•}M•}.SH}}}}Yn'•?%•.:�'•K:4%4.•:W:n{vn?1}}::.Y.'%ti4}}}.v%•.XVY.v..: ?nvv5•w{tiv}Xtitix•.M.•iC?fv:}.LO:?F::•:'i}n:v •A?nM%5•n'•T:X•nw„qy:vf.V:V:Cv},YY4i:•Yf.:tv:•%V}}Yf.•Tx.vS4.'Y.�i.:N:4:OG{V4v:W HnvFfnvh<•i}}::tiC.Yc::AV.•Y}X:}}N:TH:S':v:9:•FR:v}n.v F.•a.•Ti?.0:.}. REMARKS: DENSITY.FTWIFRM ;NAME: D-T06828.031 R R. 06-07-97 T T. 08.11-97 REVIEWED BY: 'r�-.iii t ,us"r f . REPORT • ' AUG 1 3 1997 '' :,CONSTRUCTION TESTING LABORATORIES, INC. ISSUED �i uri �va:e 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 .0 Telephone(206) 588-0805 "A" REPORT Facsimile(206) 588-0928 . >�. ..��'>�><� :<'>�::::, ,;,;.�:>::'.>:: «>�<::::sus:s::::>: :>?<;' '::::< ::: :<�:.�, :> ' >:.>�����'` ` �'.� . �`.<.> `?'<"`> '< ����� <' `���`���� '` <n''``'``"` '::><::»>::<:>. ;'''?';.";;;::::::. Client: M.A. Segale, Inc. Date of Inspection: August 7th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A 1 Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 32 Project No.: T-0682 'AMM'�•.a3't£Ea..+K'' +c::M:iXSsiiSoSWI..aMO .o-�a�ScaNNr•«.,:.;�.i'�3. MWAlk`.•.'�S''+5 ".c�5', 2 ✓;$o.WASKOM"st su. ....,...... I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 4 each in-place density tests were performed at various depth of fill for the storm drainage trench, as per attached copy of in-place density tests report. j i • 1 Weather: CLOUDY Inspector: S.HONG/fmd FIELD.FTW. ALE NAME: F-T0682A.032 R-08-08-97 T- 08-11-97 Reviewed By: RI_ J _ _ AUG 1 3 1997 CONSTRUCTION TESTING LAB ORATORIES, INC. ISSUED 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9849,c fi"A" Report Trenchf x 4.4A.•••}r>.•,;»,;.t•>.,•A>:.,k ,,.,,•� Tel. No. (206) 588-0805/F ax:::<.::::::::. Fax No. 206 588- 092 AYArFi::•', A,::r :...:.....:...:....�.:::::::.�:::....:....:.......::.�:::..::...:........Kv f(x}}}}.}.4.>..A}.VYAAhhK•. + r.}::::} :: :: :::i .i:.}}:. .::: .....:.:...::...........:..::::::.:.�::::.:r..:::.:.ii:::::::._.�:::::.::::•:•i:.:;.i:::::.�:::;•;):•ii}i:•}:i:.;.:::::::::::::..... 4.:::}.�Y}Y.,•/.•}N::•r...:. v ..E. •::}. '. ': ...:............ :N.,?.y4:.K•:4,:•}:4A:•::4YYrY.4W.. .... � ... ..... .. ... .. .... ...... ... ..... .. .. .............. ............... .................... ..................... .................. ...::::::::::::: :::......:::::.v:}}?:}:}:•i�:::::::::::'!!.t}:ti�vh{fi}%•%rv.:<............... ..:WrCAIr%::4i ...............•.. ..::: .........:. �:.�:...........:v::::::::..........:::.�::.:::...........:.:::•::::::.:.............::::::.�:.;.......:.}:•ii}}i:•}i:•}}}};.;;:::::::;}:4:4}is4}}}:•i:•:p;:.::}:}:•:�i}:•}}:�}::•}::: .::..::v.�::::::.:v:::.::::::::::::::;.:: :::: ::::.:�:::::: ::.�.�.�::::. :::: :::::::: ::::. V.V}Y:TMV•A1 ...... ...t.......y.;..�:•:•::..:•::...::{4:V•{:::.v:::.:�::::.v.v:v:•:4y:::::::::::::::::.:�:}}:4;•:i':::::::::::::.v:.:..v:::.......:::.�:::.�:::::::......::::.:.�::.:......V#YYANVNMkk Y..:}v:>.•\v:%vr.:•>}}.w.. w w...:.. ..,,, :.....:...:.........:......::::::::::.:�:.v;.......::.�::::::.:�:::.�:.....::::::.::::v::w.....:::::::.:�::::::::.v::::::::.:�::::.:�:':::.::.�::::::::.: ::.�.�..:.�:::::::.::::...,.:n.`1•N.A..}.}}....>N1hVAi„}rV}>h:•WV»}YAA•niV%:* , ......t........... .................. ...................... ...... ............ Y.H}>}}},'VV:ii�l`7T.`%•JT%::Cv.`.`:i{ij;;.;.;:.;.:::{;:;::.��.::.�;.;.: .::{::.{:::::::.;::}:;V:.ii}}i:.Y::•}}:.i:;•}ii::;:;.::•:•}:.}::.i:•i:.}}'r:•}:.?.iji::;i:.i:•ii:i:.iiiiii:.:.:;:.: CLIENT: M.A. Segale, Inc. ••hA.{•YN.}.A..•yV.::>YATh•>#NiWV}.;•}>}}Y}}}}}yR:y}•}}K•}X.ti4i:4:S:Yiti}i:•.`.`YTY.•.`i%:`:::�.iihj%Oi%gin::::iA�}2 DATE: August 7th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 32 PERMIT NO.: N/A JOB NO.: N/A • ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A CONTRACTOR: Client P : N/A ..........._.............._�.._.�._..._._._._._......... TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 ...... ..........:... : :�3 �.:.: w: m{ FS «.."..i..Y."....:Ys:..:..;...i....�........:}..:....M:..:.:.....:.:...:::...i..}:.i< x :.:..:.:..:�I..:s.n.....:.:V...::.:...:..,.:.:.:.: .::.. 4. :.w �:::i::::<::. •....?i..:::..:.:..4 :}w}i}xisj3:.•ix}xi}:•ii}ifA�ii �;ii r}: • � iyr.::::.;: ?.. .. . : . ....... . ... .. .. . . . . . yioi:iiiii:ii isi:.i:.i.i.i..;.:;;'}:..:: . i:ii : : m i :: � ;.}:;: iivn ..:: w . i : Yt :::•:::...:....... i•: :::: ::: 'ti {}::ti::::::iiS�::ji:j`:�:i::l:::j::f:?::isvii ::::r::::::is.: .iii::i:::ii::: i.....ii...i : i .i : : i :. . . r:: . . +,:::::::::. };,::: : }. :}} %r ;' } : : vr .v :::.: : :. : .• . . ` : f: ; . : > ::: : : :.:� :;.::;. }:: } : . .: : en:: . ..... :: � : � •.4x3. .. . . : iii wiii gingo 1iV.A O ::: i { ; :: iS T • eti t1. '':i}} :^iii... . ..: . . ... : : ::;: is :. ..,; . : ;: : }::Ii:ii .... .:i:i:;:::.i.:::.:.i..:i... . . . . t • . � • _ :. :: } ; • f• . } : i• ;: : :: :: ... .. . ;• .. , ., y�* ��, i :• •••••• ••• • : ••••••••::••••••••••:}:••• :::::::•.•}••••• :}}} •• • • ••••••••••••• •• •••• .. . ....... : :... .. .....:R•.l ...:.i; . : :�•• • • • •• } • • :::::: .: „.::::: ::..........• . :::........ : �: ::. . •� :::. }:i }ii .�.••}.}.}.}. .;:.: • ;: : : :::::::: : :. : :::::::::::v...........::::::: • ti ::i i:i.i:{: :i.ii : i:'CS.iiiitiME.. : }.n; > ox.ww}}wu4»4w:iaa4YA C, A % ti54IXOP%Kv: M;.Ai.:}y}}. ri.}:4}:1,: }}vv.44Y}}} }\ Y.:1+4}}:.SN.Mv};:9.}W:Yr}»} ri ;N :4Y.:4 %4}n. ar•} :x »xwwxx4wr4r :4wxx. wxxx• WV:<>:tiO jv:Xf..1....•C B #4 tf } 01 223 t Top Grade • 100' West P-2 131.5 119.4 10.1 125.0 11.2 D 02 224 - 4 F G . 300' ( Y 95.5 95.0/D East 134.5 123.9 8.6 A ev 99.1 03 225 200' East " 138.9 127.9 '• 8.6 100+ .... . 04 226 50' East 1 " 132.5 123.3 : 7.5 " " 98.6 1 • 3. 1 Y ' •h •}' S ii r x 1 rit :•.,4}:.:,-:Y.::4}}>:.RA:tiX4}..:Ux„vr,•.,•}>.vvh•:<,,.,4'A.,•}:v}:A•:.,.:.<:,,...:v:,•.,.}:4:<4.:4:,.>.•.,,::.:4rr:4:,::w}h4:SW:4 A,«,•rR^t.. Y1 1 .... ...............................v.........._.... .......�........_..._.. M,.................,,...r:..,..}:..:.v.:��4A......,,.< �}:r.4:,:.4>}::•:4....,::,.>.Y:::•x:w4.w4}>... gi _.' REMARKS: r ........ ......4.4.:.,}......5...,.>.4 ., m • ELEV.CODE: FG = Finish Grade DENSITY.FTWrFRM NAME: D•T0682A 032 R R. 08-07.97 T- 08-11-97 ,,` 4 REVIEWED BY: L•I ``"r REPORT . • AUG-1 3 CONSTRUCTION TESTING LABORATORIES, INC. . ISSUE A/a.e 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 _ Telephone (206) 588-0805 "B" REPORT Facsimile(206 588-0928 �'� l ::y .%;<t' ff : ::1 ?: tY.,;R2ksy ' . ''>'`1 '''' ' ''' ' ?:>:>?�i:;:j;:;;;;: i'l!i i ! PE N REPO t o 1 WI 1 Client: M.A. Segale, Inc. Date of Inspection: August 7th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No:: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 32 Project No.: T-0682 >?,£i�,<ii./.•a::.4•::•:.^uC+3.> ,:�3' i�'f�'�c,c`t'�t:�iir„u,.�•ss�+ •'.•.:.�"«" �fu£c�:',`•' 'e°:•"3a�'�°� ect """ "'���n.""v�°.e ��ri�+;�:a�au:�c:;$cw?:;\•:.'• I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 5 each in-place density tests were performed on fill at the NE area of CB# 5, as per attached copy of in-place density tests report. Weather: CLOUDY Inspector: S.HONG/fmd FIELD.Fw- FILE NAME: F-T0682B.032 R-08-08-97 T- 08-11-97 Reviewed By: _ k A. I v AUG 1 3 1997 CONSTRUCTIONTINGL.A..B6RA TORIES INC. UEp............................................. .... .........................::.:::.v:::n•:lA.A.n.:::::::n..�s. ......:r::rA:.n.A•.N:::::::::A.:.,:::.:A.l::::n:::.:.............::fn:.::::::::n.:::::.::A 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 "B" Report Tel. No. (206) 588-0805/Fax No. (206) 588-0928 . . .,.�x ,..�};:,,.<,..u-4,..,.��.w..,�..�;.�,:;�.,-...:,..}...<..,>;;K.::..,YI,.M:4Aa.N%w4:,A,•n..4.K.,r>:4}1.4 r. ...r. .....:w:;:v:::w::: ....... ............ M?.;..y;r.f:;.;.n.Kyn.::Nx:.vxv:x:::x.}hK•A•:::r.K•:n.%.}:A•nx.•.v:.: ...♦.• .r ......r.. r. .. .. 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G} .?}:- i Sti4•: v4 '' :iii: :: .i:: '::: :i:•ii':ii:•i:•}iii::}ii:Si:4i}}iii:•i:•:4}iiii iiii i':S•ii}iiii:•i:i4:S•:iii4•i::i•i}i:.i?ii:^i:C:S-iiiisv'::i:C:v}}iii}';4iii}iiiiii}iii:•iiiiii:-i};4:4ii}iX:•iii:iiiiii}i:•ii}i:.};}iiiv}:.iiiiii:v}}}iiiii iSti i iiiiiiii}}iiiiiiii:•i:t•iii:i}::i•i i}i>??}};:i ::::: ::vv.v.vi•:::::x. tv '"U";.i:•:S•ii;ii}:�i:44i:•}iiiiii}i}:4i:.Z::{::•}CiiiiAb::ii:_iii 11iiiii: tIliiIi::iiii.'"iiiiiiC++ii:ice: Ciii•i::%:i'..i i};i:i•}}:.}i}:J}:;4%iiii:%%:%Ci::CCCi:iii:C:i}}%:4}}ii:.:, •}:4iiiii:{i:vJiiv:CCl4i:%vY}ilia •iii•:•}• iiiYi:CCi:{:: i :0:.:::•iii:S:::Eiii;i iriiii QiiPi. ,VY}T'WR\YnVA♦.1 v .v .....,..:...;......-�-iiiii•:v:.^:::.p•::::::::::: ::::::::.:n::::::::::::::::::ii}v::::.v::::.v::::.:v:::::::::•:::::.:v::::::.Sv:i:..::::::.v::::::::::.::::.�.�._:::::.:::::::::::}•:::.V:::::.:..v.::::.:::::: :::::::::.v.:::n.v.vnv.V::::::.v:::::::::.♦ 4.x`.4}AiAl\vM.v.4.4 ,4:1wNA,V♦1•}:.WM,♦}A4x•:nV.4.vvK:KV:}.4:}N}}:S'}n•}vV•4}}}N}}}:,♦}}NN4:}}}N}x4Nx.V:J.v.•}:h•.x\V. ,• .••... �+v.,: ♦ v♦♦ .v vv. ••;•••;...:::•••;••.•.v::.....,..;.:...r:...:.:.::::.v::.v.v::::::::.�:::::n�:::::.. :• VN.4.VN.v:}..vLAVV.}}:...}.v}}.}}h:.1N.vN}.n:.4}}}}}!}NA4}YN}NN:4h♦N}}}lrA4}NChv4}}N.V}}}4%•}}i�•N:SSK}x•}}%•N":}ti•:•}}}}1ti4:S:}}:4 CLIENT: M.A. Segale, Inc. DATE: August 7th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 32 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 .4i::::::.:.:::::.::.:vi.i.i:.:.: ;.._....:\:.::. n.4i.........4...4...:..cx.C..V...u....:.x.n...:...c..�^...'..Wt..:-..SX 4..;..W x....O..iO..iK...n9.0..YY..X:..,-::.:v.L oP:}i;%f•i�•'.., oi':r:♦:.♦'�Y•:SM::..:r:`xKi::4•`.4..!:%4:...:. F::%.:�i...:•. n.••%:.-K}.:.•.4:gS i :.J{.:L•:•.:N:}.x.,• kY}..<1^rK.i•.Y;:..::•.4..:.v4V.:m::. :..Yi: Yrx:.:•..r ::i.:L: :.S•:::.t%a Nw .4:m:. •r:}Y:N .:}:K•:4..�r..Vl. vfNxn•%S,.♦v.lm:..r. �n,}�,.. t..4 RmA Wi v�4N:: rNi•A'N\i ..y�¢�i:■ z g�♦•�ttxfY• :yN� jn! t;i S Gi}S: �ny(:: 4? ri m: • YX8i :.ilF: ii . .nii.in4ii : :;. i ;% ;ii i} .i :i : 4 : .i '.ii :i: iiii. ::`.:? : ;iiiii: # :� :::k:: ii :`::r ?Rnvi.: }:i i ::} i.i44 ) igC:4ii4i :!: i.: ;'4i •':i : :::::: ipi ,iiii :% }} 44}} "•-"}}:iii} -..i --.- : i i i i.iC }i;}}:•}}iv :]0.ii : Y %%:iCCij % %, iij % :4} iv.. » .4i : i:: n } � %.Cv : : .:: :: i : C ii . }}:4i4ii•C%:i:5w i}}i: CQN4V%tPM •% } D} . .w.I �i : i:i: ::ntAtOt 5t:;;C .} :•} :g: i } Liwf .' } TyN :iL; . Y } : : :: :i. :. vi: .: . % iv : 4in }v : gt� L 1 v } : i�� iiii vn . y ^. a-::.: iiii}i:.:: .: i } .ii.} • :'.:': .:i.::n.:.: .....::. .'V .•. .::.: i.:. L%6v:iL:' 4. > i... n:i.::::: :: :h : :: . v : : � iiC : Nfv :i%CCL riiiY { A ty : iii ±Ci .J .::l :%:; i. i. i:is: CLiii : i iCC-ii}i4: 4::}}:: ii VCiwl : ::?v:: i : i ..:.iCi .%J Ck {C i.Ci : i ..:.i:CCC ..:.}::.:.. :..:M...: :: n. ..r . .. .. . ... ♦ :.............. . ::: ::::v..:. Y4m9CASCiVC ••. RX4 % }%% % % Pf NORTHEAST AREA OF CB #5 • 01 1 227 - 7' FG 50' East P-2 127.0 114.7 0 10.7 125.0 11.2 91.8 90.0°/D * " ., .. 11 02 228 150' East129.9 115.4 12.6 92.3 03 229 200' Northeast 1 " ; 127.0 113.2 1 12.2 aTV II 90.6 " Y x • 04 230 1 40' South from pond " 124.0 113.8 8.9 f " 91.0 05 231 80' North from pond " 130.2 ' 115.5 9.5 92.4 y i Y t I : 1CONOORM$ G . A • .•,.:ti...x. asw}...•n •!.inn x:.7...u••::.•N:..xao:rx:•:wn.}:•::.:.::.o:n..v::n•:.:r:•:N.n4N.4.os::,•::}NYr A:•:rNNx•:4::wKK•:::•}:Y.::............::r...... 1.. .1 $ , • ••, •• •• •.. •. ..r..rr..r. .r...r�..}.,:♦,nnKK:.vnt:•};K.,.}x.;%•:K:t•.::,•}}x•Nw.K:V::4:t•:.J}::KK::v:K.4}}:4x.}>.J}.•x•:,V.�:x.N%.x44:4:t:'tttc...... Nn4x,t•:rA:4xK4:at,::�:K:tx4x.:4.�.::.,r•YY...4.vxKKKac4.4c:;K.4xKKs:,00., REMARKS: ELEV.CODE: FG = Finish Grade t,+DENSItY.FTWIFRM LAME: D-T058291 032 R- 08-08-97 T• 08-11.97 REVIEWED BY: _ • REPORT • • Ann 1 if 1997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 .G. Telephone(206) 588-0805 "A" REPORT i 6 588-0928 FIELDINSPECTIONIREPORTmommaminimignommi'liiiia""'w"""0 l'.!4!'""fe Client: M.A. Segale, Inc. Date of Inspection: August 8th,1997 Project: Credar Crest Development Permit No.: N/A P.O.No.: ' N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 33 Project No.: T-0682A 2.z.••::-.1-ek:it„:-.,..,c:mmEnr,•—•„:.....,rmzerga-s.,-w- • • •• , -4MirgaWa.M.1==.0.3E$10 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 10 each in-place density tests were performed at various elevation • trench, as per attached copy of in-place density tests report. a% 4061 7t.,:ers /8 /99? $ t Weather: FAIR Inspector: S.HONG/fmd Reviewed By: FIELD.FTIN- FILE NAME: F-T0682A.033 R-08-11-97 T-08-12-97 , , • NOG 1 310111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 "7 CONSTRUCTION TESTING LABORATORIES INC "A" REPORT Tel. No. (206) 588-0805/Fax No. (206) 588-0928 :"Nkr.77711:„. T.7,4.7.A.„7-E-.7:.:., zozjg; 7z7:,wrggjrivglrgw.g.3,':i.,3,7.7,7.=rsmmFgrzmsrmo:mr:E:mrfrrgmrgrggmEg'i7::=EEgz:**m:i,.*i:x:xi:i:i:mi:.:„::.i*isx:m:i* :iii xot..,..:..,,..r..,.,15006, ..jai. . DENSITY.„.„ :.TEST.iiscr;iv.tj.tvjpiNaEMMn:NigMgMMg ,:•:•:•:..........,.....,,,,,•:::?i,i*,:i*:::::::.:::::::::iiri::::::,::•:,:i*i::.,.:... *imi*::::::::::::: :ii:i:*::ii:::: :::::•. .*:::::.:.:::::*:::::*: ::::*,::::•,:::.:mii::i::iii:gr:iii:i:i:::::::::::::iiiiiii:i::iiiiiiigi:ii:ii:i:imiiiiinii.:iiim::i:i:i:::ii:.:i:iiiii:iiiiiiiiwii::iiisaxiii:.ii :::*:.:::i:i::1::!iiiimmi :]::::iiiii:ii:1,...i.g:!i:-::::.:.:iiii:.§i:aiigiiiiii:g,:imi:.gi:i:iiiiiniiiiiii:::.iii::i *i:i:ii:iti:iiii::: :i:ii::.*:.:•:,mi:::i:::i::x1 :.:::::K..v.........,...::..4...........,.........s:4:.........,....:....,..v...........,.....x...,.,,.4..:,,..:..:.:.:.,:.,:...k:.:..•k,:,,.•,:.,.•,,,,:.,..,:,:.:::.,:.:.,..,k:.,.,:,•::::..•:..,,,,:.:,...:::.,:,.,.;.••:::,,..,:.•:.,,:..,.,,,..,,,.,:..,,..:,..A:.:.,,,,..,,,N.........,•.,...,•..v,,,.,..s.,.x..s..,,....,........s.,•....,.......,.......,,,.....:.•...............,,.......x.,.......,...•,:: CLIENT: M.A. Segale, Inc. DATE: August 8th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development , PROJECT NO.: T-0682-A • • REPORT NO.: 33 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton ' CONTRACT:N/A P.o.No.: N/A CONTRACTOR: Client TECHNICIAN: S.H 0 N G/fm d IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 ''.---:•:-.?-':,-..,-.:.:,.,::,:'•,,,,..,::,..::.?:':-:-:-",,,:'-.:,,,,,,:::::,.....,:x:....:v:-..*::,f,..•,....:..........:...............:...s..:.y:..$,..mmagmvmmmwrtmg:-:n.:..,?!..........,..y.!•:t.:.!...,....,!...... :..;..?!....:::•,,,,,.,•!•:.:z.:::•••:::::-.::.:,....,...wr•Tgr.mmirm7m..mmffirmwmf •::::::::::::::::::::::::::::::44:!.!.!444:x:i444:,4444444444444444.4444:!44444::.4444*N:K4,:44444444444ii444miiig4:::!:!0:::aiiiiii: !!!•4:::!::•4iiii44:ii!:i:iimmii:iummi!amiimio. mi!iiima!:::!ingoi!!!1:4!::!:,!::!!!iiilcm:ggnimmii;iiimi,:w.ginviiilliggii4Iiiiiimiu.:,!,mig:::: :§i:;i,in.t,.:ri,:::::::::i:..i::::::::::„,•:rItt::,:::::::::::: ...: :44ii:iiiiii:::::i :]§ii:.444:!i:44444444.K$4.]:m$4444*!44*.:4444:i$4=444-..0.44..,!:!:44444444:K4::::::::::::::::::::::::::::::.*::::i:mwm:K:Km:o.::::$:::::::i:K:::::i:::::::::::::,:::::::::::::::::::::::::::::::::::::::::::::::::::::::::i:::::::::::::::.: ::::::m::::imm:•,*,........,..--....,..,.....,,,,,,„:„::„.„i,,..+:„.,,....iii,..,::,...F.,Firi........!, ,:::::.: .,:-:::,.,.....&• ..i. ..„....,:. . ...„, ..i. ,: nmw:i i.::m:Ir.,:maii.: iii ::i:...:::: V.:.?•iiIE ligiiiiAnitigggtigi _______________ ke44410SMAVP441NMglfM9g0WEaMRgataTti.T:limd.i0. i; *8EailnliSintlapgoxggmAiixV:i:xO::om Mg: Eii gigkEtei liaggil migioiiivi:§i.::.i::K:.:ammi*:::i:Koi::*::::ii:::.,x*::::::mmi:K:inii:i:::iiiaimx::::*i*i::.*::-::i:::i::::.:i:i:::i:K:i:i*:::::*i*:.*i:::::;.*x*:::::::i:::::::::-:*::::.:i:i:x:::i:i:i:i:x:::i*i.:iiiw::::i::::ii*i:i...... I I STORM LINE TRENCH 1 1 ! I 1 $ -1 01 232 - 3' FG 50' west of CB #5 P-2 131.7 121.0 8.8 125.0 11.2 96.8 95.0% j „ 1 02 233 - 4' F G 30' south of CB #5 ii " i 134.4 122.7 9.5 . " " 1 98.2 03 234 - 2' F G 120' west of CB #5 " 1 135.0 123.0 9.8 . " .. $ 98.4 I I i . . I I 04 235 - 1' F G 250' west of CB #5 " 138.3 126.8 9.1 " " 1 100+ ' A 1 " 1 05 236 F G 150' east of CB #4 1 " 128.3 118.7 8.1 . I I I I 95 0 " . • . k 4 i 0 1 • . t t 1 0 1 t t• k i . 1 4 k i I 1 x .,..t. $ A . . I 0 I 0 JiONFORNI5 t. 1 i REMARKS: • • ELEV.CODE: FG = Finish Grade , . .,,,,,',, • DENSITY.FTWFRM (JAME: D-T0682A.033 R- 08-11-97 1. 08-12-97 .C,_I-1 REVIEWED BY: .!,-.`'i-!•';' REPORT AUR141997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 't 7A_ ; � 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 "B" REPORT Telephone(206) 588-0805 ' it 206 588-0928 IfIIELWINSRECTIONSEPQRTRmpggpgeggtwpmpgtwgR Client: M.A. Segale, Inc. Date of Inspection: August 8th,1997 Project: Credar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 33 Project No.: T-0682B aw .��. • • ':FfAEbK4t9HNM• :,, 4' IXmo,-. //rs r:::•::io I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 5 each in-place density tests were performed on fill at the west side of MH #7 and #8, as per attached copy of in-place density tests report. • Weather: FAIR Inspector: j.-nONG/fmd Reviewed By: l FlELD.FT RLE NAME: F-T0682B.033 R-08-11-97 T-08-12-97 am"r w- -- - ---- --- -- ------ - T AUG 1 3 1997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED x ..x...r.:...:.....vx.........::..:x.....x........:r........:...::.x...x.:::.::.::.:.::::n::::::.::::::.:vx::::•:::.:.::x.::::...::::::r:x.x.:::::.�:::x.::::::x.:::.....:r.:..::xx::.:::::::..•x..:::x:.:x.:x::.xx.:::.wr::x.:::.K•::.......:x:::::w.�::.�.vx.....v:::xx.:xrxw.v•�.�.r:r:::x.:::::.::.:.w:•.�::.:..:..v.x.::r:::::::xr:::x.:::.v:::::::..r:::::: 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9849f. "B" REPORT Tel. No. (206) 588-0805/Fax No. (206) 588-092E `YrxVPxw'4%V5yV0:R0%•%44;FRn!.S!x\C.vK•r Y}Y%Kj^.•T.K^rYx'wnV.•%...: >r}}:W.:exKwnK•r.::wY:4YYx•:ryH%4:K:KKw.'4%f.LKCMYY.Vi%.rlf..... .•v..:...• . ......:...v n :. .:....:.....w:•:KSnxYu.x......, _.....x:lMnr:..........V..%w •.....n!x:?itt::•}:.}:K:...4.... ..........:..... .. ..v....w.. ....... . .......................... xw...:.w.:...v.r.....rss.•.w:.x•.x..xw...s.wwrxn.. }. s• .......�..�.. � ......i�......,. .. i ........... x n x r.:.:..>...4.w:}.4rxw:wrr..xwrwx-i v:.rx.f.. r. •x '.. .. •...� .:.:.�.:..::. ...::.`:::..<•.::�:?.�:<::'>:�::+>:•:;.:�:r:::;:::;^::::i:::..,::.:.:.�:2:::;:f:::::::::::�::i�3:?:::::::.:2�':::?i':��:.::<�":2�?':;:::r:i���.�::�::::::::::::::::::::''::':':i::::::::::is�i:?:i:: `::i:::::::2:>::';":';:?i:;:.:`:::is�:;i:;:::�:::::2:i::::::::::':::':'::::�i::i:'<::::'::::i:::<::::::::::::::'��%�::::: ::i :::i::::i::?:::'::'�:'::'::':'i'�::isis�:: ::;:;:'::::;:;�:�::''�:::�i:;::F :::::':: ;:µ;:'C:j :''';:';���':::;��:���c+�:.�::>::''::,illn VV}W:WVN.r%W%)4%%$,W.\1Vi%K•YYYYi:V%\WJ1V:W:1w5CN+J:.41WNN}N?%V%14w}k•Y?1v»%1V`:hw1%•%•Y:%•%•%•VrY}h4nw>i}.Kv:xKw:}.Y:}..R....{.:.wx.. 4v.•}.vn}v.:.. ': �: �. .w.•. ..•. .....• r...»+ •.:•.. w n. ......r : .v..••. ::.•.i.:••.;••;•••::•:•':•:•:':':'.f:....:�.:v...:::.:...........................' %...:}1... ..TTY.•Y:i\:Y?}..Kwn}1..Y...4....vi.....}.}.v::.4.......Y.4..n.}.v.4.K...}...r.K..}..Y.r.}r..4.vrTn.rruT.T.V.S.riT.Tq}.T}rYY.•r.A4r}r}.4:rgr::r}Y.v:T:}:%+T. w:TiT}}:4Y?Fr?}:w}T}r}i}}}Y.K: CLIENT: M.A. Segale, Inc. DATE: August 8th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682-B REPORT NO.: 33 PERMIT NO.: N/A • JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client . TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 .. .. 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YK4..xw}x\•..IXK.l4A%•%K•ri:N}'K:{t2W +�T%9tt%A+i ngnitii�• >wr%+'s•:4 msKw.•csc'4»:w.aaw:..wi::' .. ..:� 1 WEST SIDE OF MH #7 and #8 .fi 01 237 - 3' F G 50' west of MH #6 1 P-4 127.0 ! 111.6 13.8 115.8 15.7 i 96.4 90.0% 02 238 1 - 5' F G 150' SW of MH #7 r " 124.7 109.0 14.4 II " 94.1 " 03 239 30' west of MH #7 126.5 ' 110.7 14.3 . " . 95.6 1 " •04 240 - 8 F G 150' NE of MH #7 " "124.8 110.6 12.895.5 05 241 - 4' FG 40' SW of MH #8 1 " 124.3 108.7 14.3 " " 93.9 , II • } fi ..`AA`''r i z x i. w I. 1 1 1 1 i i ..,..„ i i 1 REMARKS: • ELEV.CODE: FG = Finish Grade BENSITY.FTWIFRM t NAME: D-T0682B.033 R- 08.11-97 T- 08-12-97 REVIEWED BY: Aij . REPORT AUG 1 41997 A TESTING LABORATORIES, INC. ISSUED '1 -n1c, 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 • F Telephone(206) 588-0805 • "A" REPORT - 928 Client: M.A. Segale, Inc. Date of Inspection: August 11,1997 Project: Credar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 34 Project No.: T-0682A i v.: ':C:i x. `.v a S ,N M aY;S•,�;� ' . . .. . .,t....;... :. . • 'a+ „...A°0•':c:P?m• •rvacrrxccx c +m+�a,aen-<.>; I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 5 each in-place density tests were performed on storm line trench between CB#4 and CB#5, as per attached copy of in-place density tests report. Weather: FAIR Inspector: S.HONG/fmd } FlELD.FTw- FILE NAME: F-T0682A.034 R-08-12-97 T-08-13-97 Reviewed By: Lkif, REPORT CONSTRUCTION TESTING LABORATORIES, INC. AUG 1 3 1997 ..r...:.:...,:,n:.%,,..:..v.:.:,,.:.,.::K.......:..r....:::r.r..:..,.::...:.r..v:.:.::......r.,.:.,,...:%::....:.........:........:,.......:....:........................:.:.%r.%v.....%:.....: :::........n.:..:...:::.....:.. 10111(South Tacoma Way, - {-�• %... .. .. ... ► V-Pacoma, WA 98499 "A" REPORT Tel. No. (206) 588-0805/Fax No. (206) 588-0928 i»-.%4 }4,'5::��.v...�,,}.�,.�.x«,.::}»}r. 4�,4:..�::,,%4r%,:{<:4F,,,4�:,.:4.<n,Rr.{r,�%.%.%.�:r:..s:�.%r%4::.{�{4..%{r%:{::v%...,:%.:.,:::,::::..},:::.::,:%.,::.f,:w:.,:%,n..w IX4,....:4:{:�.%<w,r.:.%<.f:%v,%::r:,r%:w%�{rr:<.:r:4:4:IXIXx4%{.:)??%:w.::�r.4:w�,,.).,,%.:w4r%wn € ::P: }...... .::: <s::'<:>:< >:: <, <.:<:::s<::>.: :} <:; >:> >< >:�>EPO�������.<< < <' imig < ><'>> €`ii < « s` iiiiii >iii iiiiim iiii. >[>`: > < < ' > > '! >> ``' ;;' << ><`_ >imiiiiiii i...,.,...,Viyi.i:;.iiiu..,>.�_�< vv:i: �....+.aw.Hvrw»ux%vr)%wvw.v'vav>:>itta'o>:.iii.'ico isa:iaiG>'$.::awn''::< ti{: .. wn.%.n{acvti2o:iair:o''+xtiir:ti::S:v: t.ti tfcvwi ;: ',:':::i: :ti::irv'' .j��$a:iti iiii::`i�'�: ... �:::;�;:2:::iiii::::i:::<:::::::iii:::::::::::i::::::::::iiii:::�::ir:iiii:r:rt:::>:::::::: ::•':>?:::•:i::`:::?�:...,. •}iiii::.:}':<�>:.:::.»::{iiii.::. :.::.::::::;;:::;:.:.:.�.:::.iiii.�.•:. ..rr .h... ..fn V> }},:{rx•:5:ivr:4:0if)}'c%b}i>".. V..}..:4>S)T'>rii'V::i>?:}4:S??'ti)?i,i}ii'}>ti:.r..%.w))%r??y4}%rV.VrW.r.AN}.'VN..r%f}}.}gNH.v.r.vr.V:.N.)ri . ..Rn}%... CLIENT: M.A. Segale, Inc. DATE: August 11 th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 34 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.No.: N/A .. ...... ..�. _�..._..__- _........�.._...._V......,. .�...._..._______...�...._._.._.......... CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 '.•.ii:i•:i::'=i.iii: ::•)i.'....:ii:..}i.iiii:>i.i>iii.':iv:. •iiiR:ii•ii:J.i':::i::•ii::ii\�:,:"!.:iii:.ii:iii:v•}'ii�.,':fi`}::::i> ':::.,J::n:i.i:::ii:ii:i::<':.♦��.�:�{..:::::i.._.:...:i:...{w:':i•�-,.'.'^ti:, n riii.i;iii:ii::::<ii.i }iii:ii::iii.:i.i:::::::{ii:iiMA :i:i:{{:ii: ^ n; o:{ii %:{i>:•ii{i:ii<ii.ii;:i::`iiiiiiiiiii%Iii:iii.i. . x::ii::<ii{i::i3iiiin }•:•::;i..n:::..:}i::i•i{::y:{.p f:i::.�:i'[ ENSnY,::.i> pR:..:;ii :..:•:.::.;:...:.;;x M.iry;;.;ii:�;::� •:r.i•:.n:.:j.;:i:iiii::.i:}.::•:ii.;.i:i. .i.i::.i:.ii�•i.;i:i. ,i:ii '�:iii:x:.ii v:::%.' iW:i::riii: .ii•::<:::::::Ri !v:i:: %:. 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P-2 140.3 132.2 6.1 : 125.0 11.2 • 100+ > 95.0°/D 1. ..._._. ........ ...................................._...._... ...._.._.. .........._............._....._......._......__._......_................................................... ..................... _w.�.._.._...__.; .._ ...w..... . 02 243 250' east of CB #4 i 132.9 123.8 7.4 99.1 f. r 03 244 ' 130' west of CB #5 131.8 121.5 8.5 : 97.2 04 245 70' west of CB #5 126.7 , 118.7 • 6.7 95.0 • 05 246 :60 h f C sout o B #5 5� 130.2 119.E 8.9 95.6 • r I 1 1 . • fi 2 .................. .................. ................... iiii ..�' .............. .......................... ......................................................................................-............_........................................................................................K.....................................................................................�..........................................................................._....:.......��. .. iiii .. ��..:. -..._....................... .... . .r...._. .... ... K... . ��4��R .n:,:VK:xx�.M,Vwcnn•.Rnx•%v.nv:.::,nv.::•::H.:rv??.xv::.vn:r:r...n:.).,v:.v..:n..:e,..v:nv::::4.v:.tnv}:.n•n4.4n:{...:%iii ii.T:}n:.v..v r............n....:....::.....:,......R.}.:..............%.•..}R......„,,,.•?:„,.?}:Y.•%{4:}Y.•::• ::::<„..,„.. .:},...:F:S:vv.:•.•'{{:s:•..Rw%•:•:w.%0.•}X{•:.:rY.::. .„.:r.„,...:0.55•••••V•}}:•::ov:.1 REMARKS: ELEV.CODE: FG = Finish Grade DEASITY.FTWWFRM (1 i4ME: D-T0682A.034 R- 08-12-97 T- 08-12-97 `. -i REVIEWED BY: iiii. . &11(10."s' REPORT AUG 1 19977 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED• =tee 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 "B" REPORT Facsimile 206 588-0928 .?:EI '.:•:•.:... j: ..'..,i.:S� ..{.:•ii:! ,j.::..:..:::.i...:{.i:.'. h.:.�:•:?.:.:' .ti���. :+•�••+�.ii:••��`t•••is�•�•.�`•�:j :::{iongus::•}jY•F}:{a:iiii:::::::}•:::^::ti:{::::isrs ?ite LC::}?.1:�: Client: M.A. Segale, Inc. Date of Inspection: August 11,1997 Project: Credar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 34 Project No.: T-0682B .... . • < I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 6 each in-place density tests were performed on the fill between MH #9 and 3 cell ponds, as per attached copy of in-place density tests report. • Weather: FAIR Inspector: S.HONG/fmd Reviewed By: FlELD.FTW- FILE NAME: F-T06828.034 R-08-12-97 T-08-13-97 .... __ —_' II_ - 1, _- ____ __ -- pUG 1 3 1997 CONSTRUCTION TESTING LABORATORIES, INC. 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DATE: August 11 th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 34 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 ':\'ti;t�titi4A ::yi;;..i:v;:...:i�;r ,a:.:}.i:,..;,� .};,.;.:;,�.:. ,v,.• ;'}?:.-5:;55..;%;';:x,•ri: 5,,,. K!r,:x:: 7..i.'.. x.. .:: :::::..... ..............:...,.:......:::.:...:......:.:..:...:.................. ..•...n. •.:"t`•::•'��`::.x.•...,`t�"•.^,£.:�.f.::.:.J""•.cn.,..,..:.K:..........}.? .o''c�+'`.. '.................•"3�3S'•;5: �:x:+sxc•?: ....................................................................................... . '>.....n...,..n.,.K::...,.r w•}::.:•fr ... 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K'P.mexxaxaavc ........ ....... ...... uw.aP#ox}caurgnx:onc.:vwttxK<rTr xw:sxn r.K<::vx<•xKxxcsx :W:%Kv:^Y:%4x5:•%:.4nSnti lli]t:}'r.K%:%•.vw•K:v.•%C)Y.Yti:449GKFWiv'•.'•,^t+NCLSMS:tii%N•rxV>x••.. .,,...W.O.KO}'s:-0:y tfY.PNL,4(qP%Vf4'Ni4:JxtiK::•'1.9K�GY.:.•^i+f?%E4R�N?>.tiC� p4Vt:p(O[:>''A?A+wR::• BETWEEN MH#9 and #3 CELL POND 01 247 F G • 120' NW of MH #9 A P-4 124.6 109.9 , 13.3 1 115.8 15.7 •. 94.9 90.0% 02 248 II50' North of MH #9 1 If123.E 110.1 1 12.3 " •. 95.1 ` " h of MH #9 : 124.3 110.2 12.8 1 96.4 04 250 II150' NE of MH #9 1 " i 125.6 { 111.6 12.6 " ; ` 96.4 " 05 251 200' East of MH #9 " 126.8 112.2 13.0 II " 96.9 " 06 252 250' NE of MH 39 124.9 111.6 11.9 96.4 If fi tiO N .R�a ppp .:•:x• ..:n......:.......v.K.n.n...K.%....v.....n.n.an rn•.mK.........Y..:xV xn55..n.v.n.v.........KS..K.........v.:........:%:v}:.v�kK::•.ar.K:c}:.crnT•nVY.vn•:v.•in:•xV:::::v:•.'•}•}x.>}nv::r..xKKK:V>.S.Y.vni.xVx•:uKxV>.a}.:w.:::•:::•:V.Vx•:S.}}x+.•:v..xV:.4+xv.•:•:•x•}:Kr:KK•xn..v:K.x..tt:K•:Vxx.:5:':•n.•:xvvv:::Vx..nri.K•:cc•xK<•.Kvx REMARKS: • ELEV.CODE: FG = Finish Grade f .,••. DENSITY.FtwiFRMI <NAME: D-T06828.034 R- 08-12-97 r- 0e-12-97 REVIEWED BY: .. ... J� AUG 1 4 1997 • . ISSUED A-1-71 CONSTRUCTION TESTING LABORATORIES, INC. 411) loinSouth Tacoma Way, Suite D-7,Tacoma,WA 98499 " ,� Telephone(206) 588-0805 B REPORT F- imil 206) 588-0928 Client: M.A. Segale, Inc. -�- Date of Inspection: August 12, 1997 Project: Credar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. NA/ Contractor: Client Report No.: 35 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. I performed 6 each in-place density tests on fill at the West area of MH#6 thru #8 as per attached copy of in-place density test report. • w al 12' c C. � Weather: Fair Inspector: S.HONG/sg 4 FIELD.FTw- FILE NAME: F-TO682b.O355 R-8-13-97 T. 8-13-97 Reviewed By: A CONSTRUCTION TESTING LABORATORIES, INC. AUG 2 21997 ...,�,.,::r:�,,,:,,.h":n.:N.,..K,:w>M.,.:.w..n,..,,.,,,xh„>,.,..:.v,,.,,:,,r:.:...:.,.v.v.:...:.n.::::..:.::..�.>.....:.x..:.:h.,...,.,.r.:...:.::................:.:.,.......:....::.....:...n..:...r........:..,:.............:...:.................:. .n.....:.. ..:.:.::.a::: ,...98499 10111 South Tacoma Vb ,•`S •D-7,�Tacom , WA "B" REPORT Tel. No. (206) 588-0805/Fax No. (206) 588-0928 _ ... .., .. .........,. ..... . . ,.....,.,,,.....,:..., ....,..:>.�,:..n,:h<.}>.:::.>::h•::.E.,::.>xhhM,xa>h.:1:.::•:>.<EEM.:>h,>:Mh:.>Mp:<llEEFF rgrRulrr.1 >; :: .. EPORTNi:ii . ::::::.::::;::.m:::;::>'............................. ......... •.. ::, i\NI�Vi\\VVT}SCC]04�+0�W�VCViT•ONNiVICOPil0�00P]YAOCV1V.\l.'O>I.gNJ%x'<i sViit`t\'!.•a`VN:•tiiiV3.CtiY.?))h+]V'ritii?,V»iK'}N. CLIENT: M.A. Segale, Inc. DATE: August 12th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682-B REPORT NO.: 35 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 ...............................................,............... a•. ,& +':r>t • ,rn . t%'a"`.C•eL?'.:x#'Y.... "`S+ "w' ,'..';•:;:•:.'. h•.e.:,:•.:•.r'•"•..:, ." :. .. .A.hi. ..n .{ ./v. a 9 .: ... n..n.:n.....,...{.... ............{.::.r....... •:.:..' 6:. gin. 4i:is>�::i : :: :i:}:::�:iii::�i ;:i':viviiiiii:>:::i:i:ii::i:ti:i iii::i::{:::: L ii ii::ivh::i"i::i::i:!::ti':::ii':::::iiiii:i:4ii::}i?iiii:4iii:^iiiiiiiii:r iiii;;]:: }yii::>::i}::}{::i:ti:i:i'ii:v�+'i:�.i•i:Yii i:i;{::: .V::•,:tip'::::,:.�i: ``,,yy;; -il }»>i>.}}}::•>}i:•::•}}: •}>: .:::::.�::� ::....: ..:...........}>}}:!;:J:?;>:a>i:»i>i:i a:: >»y>>::�':"�: ?.>>>:•}'� ::,:{•i:::::.}�.:}�::.»::�:?•�:.>':?;•>':::::{:� .. ;:'�:::j•.,�:�.:':'.+:::::i;:;'::.:yi.}'iii}:',::Y.Qi:.':::':'::•'.::::::(::::::::•:::•:•:::•:::•::�:::;•':•:•'•::•::::::':::. %�'Xi:i'>,IJA ..CUR. . ''i::•::::::•::::::::•'.::::: ::::::::::::•:::'.:::'':iiii{i:;isi>;:::;:i>:,+}jj;{{isii'ti:::::•::•:.:•,:::•,:::'::'.:::is::ii::::•:::::•:::•?:::•:':::::':>iiiiiiiiiii::::ixi:iiii:v:::•:::•::>:i':'::::i::Liiiiiii%t}':isi?i:::::is{:•j:i::::•:.:::•:':'i::i:i::ti•'{:::•::•.::::,i::i::•:::.•:::•::�:::•,:::>'::i:•::i;.;.ii::::•,::•:':'>:':::•}:•:::::::} ::i:::•'.::•:•'.::•: :•:•'::�•'.::::::•::::>:•'.::•>i>•'i"4"iii:':ii'ii::•,:',<}::':{:tiii?:%:i iiiii::{:::;i ::):::::ji::::i;:iiii::�::;:':i::f:i:};:;:;:i;}:':i::i::•.:::::`!::{:::>:::':''>:ii:::::::•:::::•::::.?S:::i::isstii::•:::•i:•:::•:::::'>:::isi::::>:':•::::::':�:•i::i:::S::•::::::•.'''.:::: '��:::�� t. ...... ...........:}}i>}>......;....••,..:::::::::{::d•:n:{::.>::.>}>Y•}?}}::•}}>}>•}:;p}»»>>ii:ti4}:;.i}}:•>:{•}:•> ii>}:^}i}:• i>::::::::::{::::n'.i'•>:?»}isn>ii>}ii»i>ii>:N:O>}»ii>:{{�:?^i>.:'• :.�::.�. ::::'.:•::..::.:..:......:....�i1.�.��.� . ..... ..:.:::::::::.::.::n.:r..:....:........................................................ :.v...........................n................................... O'YxK•.:':.•n ...... ..::•:::::...................................................... ... ........y{y/. y�y........ ...>4 .'{t4i:•: : �i:}>:•>:{v>}:4:+:;p>}:?hi>>>>:{?•>:ti•}}}:{.}:•}:•{{•i}ii>i>:»:•>}:{Oi}}:O}»}i:::n:{•i:::n}}}v::..,,.,}.:.......::...::..,:"4>}i}is:.>>»»»>>}}:^i}>:•>}i»>}i:{•i>i{•>i:•>:<'4:i•:{•:{^:•ii'J:{L}:•»ri•}}}}}}:':?{i»>>>.:>>:�:0»:{4:»}»}>:{?:;•Y.yi::4;:.v»ii>i}}}}>.x?':i':;;::n::n•.}'::nv:n::.;:::.>•:>::..::.}:: :.:•>}'•}: .>':�:.>:??ay»>i:ai>i>:4:�>i»»:{•>>:a}. .:....... � ...... ..............................................................:.:.:. ::: •: .. ................................::•::::::•::•:: ......... ........ ... .�tal��sirwi .fix■ .waa: �Y`�,1f ary�� ..;:i{i::::i:iii iis:i•{��l:::�i'>y:ii':.'::'.L::j...,i:.......:......:....::'.:'::{t:::i:.i::i:::}.:::::.:°::"::::i::::::i:::>�>i:i* ?i . :>ii:' :ii i:: ;2 :>. :iiii::ii:::::v>;':i:::::$i::i:::}:':: ::?:'i:K:i:.::•ii 'i .:i:4"::>i'i' ::::'""":::i: >.:,- y:''::':'ii::.?,...i4ST:::>.:':::"' '+{•+•.•)•'i'.:4111: MVAIA:::::ii ry.ry}v}%Iii:::i :%,::::::i:i:::::::: •,�� .. ...................................... ................................................................. ....:...::::::::::. .................................................:...Ma>;sir............................ ................ :.ii::i::?::A.1Sl... ....... ............. .................. .. ....... .. ........................ ..:.:..:.:;iiiiiiSi::i::::;:::::::;:::::i:::»;:.>.;:.>;>:;:.;>}: i ::i:;: :.::i::::ii::'::::::i::;::i::::;:t:::i::ii::i:%::iii:::;:::ii::;<::ii: i::':%:: ::::: ::i:`• r::r::ii::i::>::;;:::i:i::::?:iii::: ci::ii::ir: iiiiSi:;:;s's::::: ::i::::::::i::::i::ii:iii ii:iii:;:i:.�.:....:.}::.:>:.:>:. >}:<.}:.}: ...................... ............. .. ..,.:.::::.:::::::::::. �: ...i::!::±::ii::i:>.: ::2:::i:::::is�::is:ii:?::'t::5::::;:i::.�::i:'•�' is yr.>: :: :::::::7:::."�•''�:�. .:. ..... ..`.y�y ....... .....:::::: : : ; r • '<.:;<.:<;??.x;?i?::i::ii::::i::ii::i::ii:::>; >:•:• ;:{?•>:•>:;•?:,.;:;•>::,.:.>:{•::.»:?i:::•:ii::i:::i:::}::;::.;:.:.,..{t. .;:<:.:::::. ??.:?:?,.. :. �?::ii::i:;::ii:::(J' ........ ..t.�.........:. 'ea«t:isi.•tivalvza+ii$Siaicciii%�:;:++z:i:;ii?:zis2cx x../. vfriroi2:ci>i ... .. '.•�w:ti4:O:Gi�Y9i4:V)HO>!$C�A:V4VO,1. THE WEST AREA OF MH #5 THRU 8 • 01 255 - 3' F G 80' North from MH #6 • P-4 127.8 112.4 13.7 115.8 15.7 97.1 ` 90.0% 3 02 256 - 4' F G 100' NW from MH #6 " 126.7 113.6 11.5 98.1 .' " 03 257 - 3' F G 30' South from MH #7 : " 125.6 112.0 12.1 96.7 " 04 258 - 3' F G 60' North from MH #7 126.0 113.0 11.5 97.6 • " 05 259 F G 80' North from MH #8 1 " 125.7 E 108.4 • 16.0 93.6 " 06 260 - 2' F G 40' West from MH #8 1 " 126.8 ' 111.2 ' 14.0 i 96.0 " 1 1ONqIRMS . �e'....�.°'. .�..��... . • I . J. ..,.. .}x�..,.h��.x >r m. x...<.?..v....nr:>:.++,».>.xxv:x.>.>:.:.: ,vo.....m...v.v.>,,,,,,,.........}:}»,.x.:x>>:. .1. A-:v N'Fti5•ANO>Ao>Y>v> v..»:vx•'F.•:}n•Wh'•»::.::4Y'F.•h•'ev:•H:::s•%.:}r::t•Y.:S^>.:•x:^n:Yi}M:PRX.•AR:vF•l5 .4:5?>::�•F.O.C:•.•'•xV%:•>r>•••,.•••• , .• •• v ••, -,. ••. .REMARKS: � .�}». ��µ.,... ELEV.CODE: FG = Finish Grade _ stir ,,,:._-,.-.,.-. --.. I DENSfTY.FTW(FRM .iJ,:.NAME: D-T0682B.035 R- 08-13-97 T- 08-15-97 h REVIEWED BY: RL..1 vI I' AUG 1 9: 1997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 11 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 "A" REPORT Facsimile(206) 588-0928 PRELDILIVISPECTIONEREPORRennegasemeNio 1 1 Client: M.A. Segale, Inc. Date of Inspection: August 13, 1997 Project: Credar Crest Development Permit No.: : N/A P.O. No.: N/A Address: 3rd & Edmonds Avenue Renton � Job No.: N/A Contract No. NA/ Contractor: Client --Y Report No.: 36 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. I performed 4 each in-place density tests on trench (15" 0) storm line between CB #A to CB #C at various depths as per attached copy if in-place density test report. .. "••.w:.Kp:✓+Yh . .. .FnR4445L."M''-- � GiliaVrY�N:KH.•%YYINr:ri•:i:::: - M 4 Weather: Fair Inspector: S.HONG/s g FIELD.FTW. FILE NAME: F-T0682.036 R-8-14-97 T-8_155-97 Reviewed By: \,0 , REPORT CONSTRUCTION TESTING LABORATORIES INC. , AUG 1 9 1997 Wee.VANWAS,V,0000.•,,V.V.,,,,VAW. . 10111 South Tacom WED D-7, Tacoma, WA 9849$ "A" REPORT - Tel. No. (206) 588-0805/Fax No. (206) 588-0921 rr.= :..:.i::::::::::.,.:.,.,.,:,..,:,..:..„... ::.::: ;.:.:::.:.::.:.:.:.:.,:.:.:.%.;.:.i.N.„:,.:.:,.:..,n=:mmnynns-:ir::n:ixnrn:rr::'.rrpnrrmmnrv.tnm:tnv.nnrm.mm:mnmmnmrm .mme: 77zmnt•: le:17rr.::,.. IN2PLACgt#tNSITVTESrREPORTunmm::EN::og:R:::m,;;R::::m:;::I,f,:,:::::,:.;Nmivs:'mt,ggm.'o::::.'n:::N::::,,::,i,:'i::::,g"::: :.::,s::''::,g::::"E:i',::,:g:,:A,',.',,:',N.,"::,i::','::.:,;::',,:,"i.'::.'o,::::",:,::','",",'",',::::'".""':',''''"":,"'"'"'","'"""""'""".:',:'''"" CLIENT: M.A. Segale, Inc. DATE: August 13th,1997 PAGE: 1 OF 1 PROJECT: Cedar Crest Development PROJECT NO.: T-0682-A REPORT NO.: 36 PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 '•j...:.•w:Zi.4:::::i;::MM::::1"re:A::;.;,':,,i:ZP::,::::IomMNw.i. =zMi":.:':,::iMi]...i.m.,iiEs:.i:.Pi:„.:::::i:.:1i•:.::,i;:%:A:M:m-gi.6".;R::1-::::i..:n:„:g1isMi;i::i:.M„:':ii':m:;:::r.i:.O.:„:iii.:n;;':K-:.=-g:K,;tiS:N*-E:':*::O:„:::4::inia::::':„::::Mi=:::iiM.g-irisMii.,,:4:-g:::!P!E.•: :IM:,:Tv.,ig-:.M::i".;g::::W:-,:::':::;,;i.,n:i:"..4,„:„g:,.,g:2::,:,:,,:i":..:0:::M:;..-:1:2*.1„:.11,.6.:,,M:,i„nMm::.E::i":.g:'::-:g%N:i:::R::-g.I:n::7:,PMi-ig7,iIigi-i::iin1:::i.aNRi-ffi:i.:i„iiniE!gRg„EIiN-gNI.:Ni.,E.ii:N.:iO"ii:]-iWi.gi-iimi,i::'.!.; . TEST M ili 1:::1:;.:;.:g1:.i.:::i:.:..i:Pg::..•:lEt)'.:...`,DEN8trr:,.::i:a.....:.:'f:•::::::,.!,:V::i:.1:,"p:::4:,..:.t:„g.:,%„io.:,t::.i:;4::::iM,_ii:g:,„:::M:U:*:iisi:g„:il:a:::::k:::, Mt-:ii atailidfMLOCATIONndui* M0SMgjli4tttgottNyt:,:,7]]-,: 1.mg0EmlRiN.MiO:ii.iIg.TMtn.RM":::.i'•ii:..t.:,;g:.:..4,,i,:VWqo • N . tt0trn # MVATEI1 i E i • 15" STORM LINE CB#A to CB#C il 01 261 - 2' F G 30' SE of CB #A P-2 134.3 122.3 9.8 125.0 11.2 97.8 95.0% • 02 262 ., 20' NW of CB #A " 135.4 122.8 10.3 1 " III 98.2 ., 1 :-. , --0.- , 03 263 - 3' F B 40' SE oF CB #B " ! 128.3 119.9 7.0 II . VII 95.9 i, 1 04 264 " 25' West of CB #B " :: 125.0 119.3 4.7 " .. 95.5 II I.: . I . . , 1 1 I CON OR •• i { , I : .-f • 1 A ,t. 0'V Y0 S•20.VS,, ...5,0 ..00 AV REMARKS: • ELEV.CODE: FG = Finish Grade DENSIIY.FTW/FRM ',. :. •41AME: D-T0682A.036 R. 08-14-97 T- 08-15.97 "' REVIEWED BY:,t5 nil v. --- • REPORT • AUG 2 21997 ATA CONSTRUCTION TESTING LABORATORIES, INC. ISSUED �1w . 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 ,,..• Telephone(206) 588-0805 :Mxx a•,, »� r ...>,,a _ ,v. ...�M.�, F�cs,mile(206):.588,70928 Client: M.A. Segale, Inc. Date of Inspection: August 15th,1997 Project: Cedar Crest Development Permit No.: N/A P.O. No.: N/A li Address: 3rd Avenue&: Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 37 project No.: T-0682 �:iFr.•.:coy.•rt::.�.�.::�.,.;•:.,.,...e...sr.:+..•,'•x:•5.::t7:::s::tix:�:s :x�::,:x•:t:;\.•e•:.:iK%x::s:i�,.v;;r.:RitsxJ' is�:ii:ris,^x.;x:s :;ic\.�. a.w I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 9 each in-place density tests were performed on fill at the upper and lower levels at the west side of manholes, as per attached copy of in-place density tests report. AUG ( 61997 Fr+�l� • : Weather: FAIR ..::.»»Intipector: S.HONG/fmd............. FIELD.FTW- FILE NAME: F-T0682.037 R R.08-18-97 T- 08-20-97 Reviewed By: &I/I )Uk 997 CONSTRUCTION TESTING LABORATORIES INC. Aug 2 2 F 4.:.:.LL:K:..vn:4.L:LLL.n.:. LL:K..::. n.:K.L::4:KL.:.L.::v:n4L::.:.:LLLL.n.::nn4:L.n.::::n4:.r::n.:: ISSI IFn : 4,„.. ,............,,...v......:..n....:,...•:: :,.,....:nv:nL.:n::.n:KL.:n.:L:.:::n,.:::.::•vn.::4::�:::4 . . . ...:..:,:.:n..K.::n:..:e....:.v.,-:.r:nL4n:...w.v..L..:.L:::::h::n4:.:M::rn:n.::nL. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 K:�,4M,YTm�:.,�k,,,�K<4>n4��T,k��.:L.kN,L<K-k•Y�>.�.YM4 kK�,L�.�.�.4.L:K.,��,..x:�,.>�,},�,�x4'4. . . Y•........... ........ .,:}iii;:•:v::.�:::.�:::...... ...... .. Fiv.C:K.TTkn.Y.VTVnK•w:LKL:Vk.:K:::V.titi4JT.V%\.\}v.rY., :>•Y..migKVX:LKrM r.\V.4TTk:n:v..v..v - w r. . • ........................... 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RMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton -"" -` CONTRACT: N/A P.O.No.: N/A CONTRACTOR: Client 0\ ° 1..__'.+..J....,;. .w......_............. ...... ..............._............._._.......................... - TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 F' : v:•'.•:}\:•1V•';.'`;:.r•,. :<: \".,:.2.p•„..+:.;,.:{• ';?i!::.;,..:.�ti .v; .ti.::%J'f.: .. r:...:i„:m:.y.::.. .::...>v ..:..:v::..:.:.:.'.: :J:.:'. >:.]?.•::�:k:::::: .•<� F:h mr::::M:<:::: i.: ..,TT�::L�� ..a::.T?R .;..•r.;.:;.:.%:•y.;.: ."...:k.:.:.:.:.:.. :I..}V•..':..O::.k::r:i:..::::;:tl.:::.f:::J..ti::.:.::}.}:J.>.:.�:::::::',::::.w�•.•.�::�:`:j::;;}';:::}.i:.;i:..i..;:..5..�.:::..:i::..:..:..?..:.:.�.�:.:':.::.'.:'•..::.'.::.::...:.. !:.';....`:m:..::y.msyi,' Si'b ° n......0..Jmm''•::rixx <:..•9::mpm :. 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''' . . . ..... ::� . . .:i::::i V}J..x>1.•.LUk4. ��X* .4}x4:aY:u4.krxaoxmc+�uwrre+ dti:#:.fw::tivwv»''ii:.'Sxivof'aiiiviroioi«%:Y.r»xi:R: UPPER LEVEL OF THE WEST • } SIDE OF MH #5 thru #9 1 r • 01 271 - 5' F G 150'south from north, 40'west from bank . P-4 130.0 118.4 9.8 • 115.8 15.7 100+ i 90.0% 02 272 - 4' F G 250'south from north, 60'west from bank 1 " 127.8 113.0 13.1 97.6 1 " 03 273 - 3' F G 400'south from north, 80'west from bank " 128.5 115.5 11.3 " 99.7 : 04 274 80' north from south, 10'west from bank " 126.7 113.8 11.3 ? 98.3 " LOWER LEVELO F O THE WEST MH .._..._.................. ..:..._. j 05 275 F G 200' NW from MH # 6 I P- 4 125.0 114.8 8.9 115.8 15.7 99.1 90.0% t 06 276, 50' West from MH #7 " • 129.8 115.7 12.2 " 99.9 i 1 07 277 110' SW from MH #8 126.8 113.1 12.1 97.7 1 " 08 278 60' West from MH #8 1 " 128.1 114.1 12.3 R 98.5 " 09 279 " .60' West from by MH #9 .. ,�_....._... 98....... ,,_..._. • _._ ..Y.,•„�•••4Tk4 128.0 113.6 10.0 98.1• r' • •"'.•••�.••.• ...'....... ... '.. rr.. r. . r.r.r .... . .. .' .:':••:•}J:}:�•:4:YYkrA:TTT::}kV:rn::4fi%.Y.•:.4..rY..v:.KT}.nS:.x.4hnRL..:R..K<...TY.Kk.4:C.:kx}........::..Y.4}.}rc...SS.:k nYrn:Lv%V REMARKS: COlci FÜR.M'S {(4 •-,, ,, DENSITY.FTWIFRM F��✓,� ��+.r� AME: D-T0682 037 R- OB-18-97 T T. OB-19-97 °:;' REVIEWED BY: •.• 4s _ REPORT 2 57AUG Ali° CONSTRUCTION TESTING LABORATORIES, INC. 1SR11 D 0.4 ae, 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 ..w Telephone(206) 588-0805 Facsimile 206 588-0928 :.::NEEDINSPECTION EPOR age g1 o 1 Client: M.A. Segale, Inc. Date of Inspection: August 19th,1997 Project: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A • Contractor: Client Report No.: 38 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 10 each in-place density tests were performed on fill at the east side MH #5 and # 6, and upper level of the west of MH # 6 thru # 9, as per attached copy of in-place density tests report. Weather: FAIR Inspector: S.HONG/fmd 0/1AA't FIELD. W- FILE NAME: F-T0682.038 R-08-21-97 T- 08-22-97 Reviewed By: F • CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 T� - - ,�� Tel. No. (206) 588 0805/Fax No. (206) 588 0925 ............... ... ....................... ............ . ..........::.::.:..,...............:......�........:.. ....::::.:::.::::::::::::::.•: �:•}M•>%•>%R�:h•:wxrou:•ff.�:ffxx•:v%•:ii.}}>::,>}}}}. Fi::i:::: :: :.:.::: ::Gr'' `:':':::: �.: . :: �: '+' '..: .:. ..: '�.::;.' .. :'.' 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CLIENT: M.A. Segale, Inc. RATE: August 19th,1997 PAGE: 1 OF 2 PROJECT: Cedar Crest Developoment ��v. �� PROJECT NO.: T-0682 REPORT NO.: 38 '-- , -PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG IN-PLACE DENSITY TEST METHOD: ASTM D-2922 '1l1 l MAXIMUM DENSITY TEST METHOD:ASTM D-1557 'r°trt•�:: a hbf:Fx. •.?:"':•r.z;9z::.'sy- .q •:::r.;;•:Ai:^: :iza:;;a}•};z:s:!:•:>.•z zrr•;}:i�}x>•,:arf•:.c:::ze•:.}�tzz zz7er J»r %• .r'r..r iii:........:........�.:....::.....i�•':•�i�./•:�•sE..f...r.^3° 3r?'Jyrw!`..c;�5:r.....:J":r..,{�;K/.f?:'.,�-.-;��:�ZT.:} .. r}. .......: �:x. :.. •r..o .. .5:;:;.b :.;;�..rrK:• .'sr.�:>•res.r.�: .nc.?•'.s.. r::}r. •�:r.•:<• <.. �. i.................... /`r.�,'.a.!.rr::....,,..:.....:}::.�.:::s.....�.f....,.:::.,..,:r....r..:. 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" ....120.5 108.E # 11.0 " .. 93.8 " 200 East from MH #6 }: " 122.6 111.6 g 9.9 " 96.4 03 282 �� Q f kk. 04 283 } 160' East from MH #5 126.7 113.8 11.7 < " " • 98.3 " 05 ' 284 i :80' East from MH #5 127.5 114.6 I 11.3 " " Ax y .Z px { 6:f UPPER LEVEL OF THE WEST MH #6 thru MH #9 k 1 I. 06 285 1 - 1' F G 6' West from bank, 100' from south 1 P-4 1 128.3 114.2 4 12.3 k 115.8 15.7 98.6 1 90.0% 07 • 286 - 2' F G 140' West from bank, 150' from south 128.5 117.8 9.1 ' " 100+ " ii 08 287 2 60' West from bank, 200' from north ......126.3....... ....112.5 12.3 I. g 97.1 } : a x 1 RR.....,.....:..\..n....v..:....:..n...................,...n.......:............r............:........v...:.i...................f.....:.....r.:.1.............,.....,.......:.........................t.............x.....:..i.................:............v...i....:.........x.:...........:.i...........i...,..r ,,.. \......x......%R.4:; }).•.4[t •: •: REMARKS: ELEV.CODE: F G = Finish Grade DENSITY.FTW/FRM FILE NAME: D-T0682A 039 R R. 09-21-9; T T. 08-21-97 •i REVIEWED BY: .... ----- i - 1 AUG 2 51997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9849! Tel. No. (206) 588-0805/Fax No. (206) 588-092i Igi: Tise .vmvw•.v}.vrxrvrv.•.�vw:.:,,,:w .IliPj::4: ::::i: .:%:i:. : :':' :::i:::: ::... l;:, '.>:: :.:;:i :i%?::::::: +::::':::::.:.:::::: ::;;;i':::::`::''�' .............. ..........::........................................ ...T`E.�.'�...REPORT.. ............................... �...... .. .......... ................... ........................ ........ ... .......................................:.:::................................... ...... ...::::::: xvsra�. ••\•r•.4.C.v.iVl�^• Kati$::iiii} <:>: :ik22:: i i 2? �: ::: ;>:;:.ar::<�:;.::�::��;:�;:�;:�;;•.;,:�.;;:.:;•;::�:;-;;;;�>:;::;:�;:;:;:;�;}:;}:;:•:;;•:;;:;::;:.;}:.;:a:•:�;:�;;:�>::::.>:<.}:;a}:�;:4i:�:}S::isi:::�;;::�::::::::�:+::�i:}# •::::: ::::: :Y:%:�'::<:: i:'• :::�� :;5 ;�:�?:�:�:�:�:'.` •�r.W......•.>.n:}kr•v::}f}:::.h:.v:}:: ::}..r :.......:.:.n.K.v , ,:..::::.............'n........ ♦:..:}::.4::K,v}ff}h: }:4:yw.4w}ti•};},w}r}}:4},+;4}}}i.Vi\:}}}>:•.w}\:4}}V:•r%V>h•}}]L'U}L,•r%i`:•T::i :tii`ii:O:C:�%T:�:ti�:%i`}'%4JY.:>iN]i1}\S'V:>i> CLIENT: M.A. Segale, Inc. , } DATE: August 19th,1997 PAGE: 2 OF 2 PROJECT: Cedar Crest Developoment • yc r:•1 PR(p CT NO.: T-0682 REPORT NO.: 38 11ERMLT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue Renton A _--" ' CO,NTRACT: N/A P.O.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 F• c.w. , ti:.l• ...,-!� -:".: vh:.'....•••• ••••• n..,.: L}S••• '<.......?...??:. ..............?•....r3,i.•.4.;;.c.........'.....•.;?.p,:x xcp:v:Y..,}`fi'. :.F.'.. g �p r --- ::::::,...:.,"-":...:. ::.�.:::..:...�:::::::::::........::..,.:„..... ....n.........................P4:: ...... .. ........,..x......k.:.,..,:."ir s...:. .v......h...."`i.".::.:}...r . .l...rl...r.:.r�.. ty::.V ?3:4K: asO ,.. . . ............ .................. .................. n, .:..A.........{.}......�.vi\ vna ..r:�..}::. 4: fi,�, .p�+�:;v�r� ......... 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Y.hw.nK..::vv.:}...•.4.....\}..�}.}},..}X4n}....;44..#rf.}.w..:.?.K+.,.4 JG•::S:i+::%:%V:V:C<ai::a'O.VA:Vi5Ci1:C}Ylir>i}i%KS%:r:V.'.+nM4i9tCC::]%.�iYV';Vi4:•Wi)Ci%V::?N:V}} 09 288 - 2' F G 80' West from bank, 80' from north 1 P„4 127.5 114.2 11.9 115.8 15.7 98.6 90.0% 10 289 , 100' West from bank, 120' from north t 125.8 112.0 12.3 96.7 • 1 • i • i i a a }}l Y ri .1. i I • k } g .• ON '. t I $ • i I r � :::. .:.n.::•}:::::.v: .. .........:.....:....,w:.vv.::w n..vx.r.r.......n........r.........K...........;•r.....r,...:..:.:�:•r:R::•}:}::•x.K:.K•}xK J.:•::v:,•::rrr:}K KKCK:,v.r.h.,,�...•vK•}:•}}nv•:Kv..w:•r.•xv}xx..xx..}:wr..x•r:wwrrw.K•}r:.r ... �. x.x mw.vr..v.:umrcK:»::..n•rrxK nv:.:x....K..r.......:r•}r.•rr�+:x:+,.� REMARKS: ELEV.CODE: F G = Finish Grade al gxj- ,DENSITY.FTW FRM NAME: D TOF928 038 R- 08 1.9i T• 09-21-97 s) REVIEWED BY: t t-irurti AUG 2 9 1997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 !__ Facsimile 206 588-0928 FIELP.""iNSPECTION:"REPORT""*""'"""'""""""""-""::*':'—',am:mi Client: M.A. Segale, Inc. Date of Inspection: August 21st,1997 Project: Cedar Crest Development . Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue & Edmonds Avenue, Renton Job No.: N/A _ Contract No. N/A Contractor: Client Report No.: 39 Project No.: T-0682 . • ••• • • I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 10 each in-place density tests on fill at the east area of the MH # 5 and # 6 and upper level of the west of MH # 6 thru # 9, as per attached copy of in-place density tests report. • .( _ SEp A1.6, `1`4549 . ............ .... . ...... r errrXerieterMA,VerX ern.' .......rerre“,,,VerXWerreMVASSICr...arr I •.1.1,0*.4.1.0,0“,,,,,,,,Qtr.rrierreWr*PCI.,,,,,,,,,Vrrrerwer.,,,, Weather: CLOUDY Inspector: S.HONG/fmd FIELD.FTW- FILE NAME: F-T0682.039 R-08-22-97 .••. T- 08-26-97 Reviewed By: • • AUG 2 71997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED ,x: ,:, t:: ....,, : :-t.................:......:tt,....::..........:t,•:,•:,::•::•......n.::::::::::::::::::::::•:::...,..•.:::v::r,,.:::..:v:.,..w.,....,••::v:x•A•N:•hK. ...::....•h .: .:,. .:: •:. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 :,�,M,,.M,.-.....�...:.,M.M,,.,•.,,.�„V,..,,,,...,,..,,�,w,.�,.�,,.�„w:�,,,v,,, x,:,•. .�,:,~!,7,Mx," :�:w w••.:�.w.v..:,,,,~:.,.,,,.::,•:..:::,.,..,:..,,,•r,:t.,..:.,.x.,,:::.,,.:.t,.,.:.. Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ::.P:i `'::>s:<::2a2:>:<:<:::>i:> ::::>'<:£:::>`::>::::`:::::>:::::>»:'::::::>:::::>: >'::>:>:::>:<<::>:>::<: ::::::::«:::>:::s:>::::: ?:::<:;::":::P,n,,.arc.,y,.f::.ir>k?�>ief::,<ei 11W,1hV,W\TVtVtAV.\'NUrVppqwXVCVYWVJ0.V0340.1VX•hW.HRV0.'KYn\VwVSNN.:RR\1T`L9JNwKVr1 • . �n ww,.v•. .. w..\•'..,,w .: •••••••••....•.:.•.•,.•..;:......: :..........................::v.:.v::::.v::.v..::::.v.:: ::::::.v:::::.:..VY.,,Th rryJ},\y+y.�\\J.. ..}....tn7}Y•::N,\;,.L\ .,\(, X,+:V:V\VitiAYV1Rl•Nh\VJN,WN.W.\1.v}.1w\v.\,'SJh'V:C.tliA1`X•h}1KtX:1}.,K•NTY:Y.\}}.1wVXKK•h1\KK•JK,\11\\\Ytl,'pygJ,yJ.V,�\Q(VNy1\\,xT:U11VY.':w}%,RYVIV\\MXV.1\\\1SV:K\ CLIENT: M.A. Segale, Inc. �r�.� • • - DATE: August 21st,1997 PAGE: 1 OF 2 PROJECT: Cedar Crest Developoment , 1 PROJ CT NO.: T-0682 - REPORT NO.: 39 S'f-a PERT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton .- CONTRACT: N/A P.O.No.: N/A CONTRACTOR: Client 409 -'- TECHNICIAN: S.HONG/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 F�,<= - _ "" MAXIMUM DENSITY TEST METHOD:ASTM D 1557 .ww:. .,... �::. �Vci,>,w.N>�i+.,,rSa�u..N•':'ix!{i�`":�,.�Sc+4"+'�+.:'\ :.��,�`'t•9�:'7,�a�'k:�.2�:°f•" .�:r�r .:;'{'s':},�:�:q��.w::�.:: ..:s"�'�.""''�.•<} .;.K.. f.,�. :::'::i:•:v::i:::.: i.:.::::•:.d..:::i}..::::}:..:}..w..M.:::..::::: w{..:.::. N•::: vv.:::::•:.'}:vw{}:::i:v4::Ovi R:;.::::.. ...:::.:i.•v..v;.; ...::.}.::<i::.•ii i;.i.}:.i:i;vy:{.•}.::}i ti:.:;v:•}::.: :i:.: :wibii:i}::!i�•}i:}v:•}.:::b:;::}:}•}:}{:};vn:•i>.. i::::i:i•}?}:}ii}vY}:r{}}:::v�.:•};:vv}i:}}>::>::4•.:...:i::v}};:}•.:.}}�•ii::;}.:.ii:i4..;.>}:•:::::ti;i�{.v:iiw:.}.::...: :::r::.v.:..::vM::{:} ::::{:.v.::.:;..:v. :.: :::•.:}tJ..v..:::..:::::..:.:...•.•v::: {...:::v::..':w;' .'}}.:::. � :::` {:.:.�w}::v:vw,i.};}:v.}}v:.;i}4>v::}44....:..i. {...} i .:: i :: y r::::.,•4:.:.}}}t ::::::.v:•O} .? .}.v ::isi;h:} isii: ".:..: .:•i }.. .}..vi.::.}:..:.vp. :K::.:�..: .::w:x:::v:.::vvvvw:::::.:.:v:::vp:{vu . v:::v:w : nvv :.:: v:. ? yp: .. . . y. :. 't. . i;$Si}}i;:;ii:;:;:i}�: i:iit ': . :T iiii: ? iii2 ?v:: ri::::i}:::i:::::i:t ;. . : :btOv : ..::: :.}:{:4: v:.;:} n}:.}x ::i } i {i:h : bi •} n } ,•••..•.: 'i •} ? : } } :{} :.}}y;::•}}: {•} i};:.•.:;{:::::::::::::.:.: :::::: :::.:: : . .� ........ . ' .. ... .yy ::i} :�::i}• :} . ii !i;�LtaV��i�:(� i;i {iii •ix :ig;.}: i� CATIO�ii : vi.iiiJ :} :iii ...4wi. v ` •:•F :}. . .• •i:.Y.yi: •.ti{i:ii :.: :� �.:.: 1 . . yy .�` :t:: :� :ii:� i :: :: : ::f.+5. :�. .w....;. -.r. ..•..:.:.:.:....:..:.:. v...r.:.:...:::.v....vx :w :..v.i .: ...... : ..::.::::::::}.:{:ii::!::v4:iiv:}.{{i.ti.{.i.. w: ::..'.:: .v.: v .:.:.:.:... :...:. ..:..ii.:.........{:..iii....i.iy.. .. .i.:.:{ : :..:.: iy. . T ii::.i: :i:•i;Y ;}'i}.}}.:.:i.}:•}}:4:4;•}:•Y•}}'}};•i:• v + :::: : : : x.�:vii:. :: ..... . ...... ....... .v.•:..;;,..•..: +..:..:n•..:.:..::..:.n....:..:..:................:n.........nA. ..n :......... .... x.:.... ... .:..:.:.:..:. .•v:... . ..n...... .: •..v .v :: v. ..:: : : .. . • , : .v •{. vnv::::: :v :,..;....•.:::::.. ... ..... ..+ : v ;.: v ::v:: ;... .. t. : i i3::}:{ ':::::: ::::v; .{.}.••i.. : .v ;:::r...... ..... .:'::. .}.}. .h.}.:.} ib : .}}4•}:4i.: ;}}n }}ii}:{4;•}}i;4} RAVii ':ti: :iiiiiiii::...:.....•b-::..:.....v::.v ..0Co:94vtVpPNI..Wz..N................................................... ......... ... ...... WA .XW} IX OW w RV /. -:HXvXYRW fNPk.':..'::.::: OC4% aYY% : KNYCwJ4KN) J2h% ]4F..�.::.?4YCA •XXVtt%' THE EAST AREAOFMH # 5 & # 6 i 01 - 290 - 1' F G 60' east from MH #5 P- 2 139.1 126.2 .' 10.2 125.0 11.2 100+ 90.0% 02 291 II 150' east from MH #5 137.5 121.5 13.2 97.2 ' " 03 292 200' NE from MH #5 136.0 122.7 10.8 . " 98.2 04 293 100' east from MH #6 IV 134.3 125.8 11.0 " 1 • 05 294 20' south from MH #6 P- 1 . 144.3 130.5 i 10.6 137.2 ` 7.1 ` 95.1 UPPER LEVEL OF THE WEST SIDE • MH # 6thru # 9 I 06 295 Finish Grade '60' from south, 80' west from bank P- 1 1 146.3 134.7 8.6 137.2 7.1 98.2 • 90.0% 07 296 150' from south, 30' west from bank s P- 2 a 131.4 117.6 11.7 ; 125.0 11.2 94.1 • k s 08 297 `200' from south, 20' west from banky .. " II " 134.4 120.6 11.496.5 1.1 Fl•.VW,•+vYrs•:.•:::>•J:• CH}Ax:XVAKVN.vwxW :f.:!X-Yf:Y::: :! xxw:•h r.:..•.:u...:V:.}n.,KKK4:4�:•}Y.:!K:{:•X^:.!RK:Av::,K :!%!vfi.•.v.:v::v::!q[!.::W4.tcY.� '.. .. ... •. ..i..� •'•VJ.. ... .w,..... v r nv -.-rr .rw r- ..r. .W}KKK!•JR-Y.•- -p-K.�:v-!!r.•.v.. AK•:!:v:T:T''nvK•AJf%!/.vAv:K!V:v!/],OYXVY.•.vN: : REMARKS: .• 11 - ELEV.CODE: F G = Finish Grade DENSITY.FTWIFRM FT'l `1E: D-T0682A.039 R R. 08-22-97 T T. 08-25-97 -' REVIEWED BY: aka ---- -- ' I,---- - — --, • 1 ' • - 1 --••••••-1 --• -1 --•••-• - ---- - AUG 2 7 1997 CONSTRUCTION TESTING LABORi4TORIES INC. I ISSUED ••••••••.„.•••••••••_—.....„...V WAY,V Weel 1.,,,,4,A....P.V.S.444.04,,..,...•1 ,A t 1 A 4 4 A 4 •••4 4'••S S•...... ,444,4 s . . , A, 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 Rvzzrimim7,7:z7m.mzznrmmmrmmr::mvmnmmnmz::T.rm.Ngk:O.' nrzion?::::rmr:m.mizmw:;::m.uniTiumlomm.minzw.mimmr:imm.nninaz::maramm.mq 10c4p,LiAuEIDEN:s.frr:TEst:REPoRTEmomo:i.iim•:::immimm..:::.m.milm:::agii::migiimg&mag::::..i.i.i::::filliimil]iimg::•:.m:Nfiiliiimiiiii.iiiigm:E;m::.sm::::::num::•:..i, i:i::i::::•:::i::-:.,:::::.:,:mi:,:,:i.: . . ::.:•,...:ii...............••••:::•:•••:••••••••-••• ••••• ••0•:•••••x-••••••,•••••••, i •-••••••.••••.••••a:,•••••,:••••••-•• : ::::i:.::;•iii:soiminnimmimimimiiii:. :!:g!:::•11-aimm.::: :::miliiiimgemimmmimminiimimminni.i::::::::iloniiinismiminimm: amiimmil ',";'....0,..`,..V.N... .i.,iiiiiii.ii$:44........-......:.:'..'":':.':.:.....:.:":::',:':':':'........: <),1 ,:gAiii.agfii;:*:,140gAZia ..:ii.*:,*:*);:<4.:i..4,4.1.4i*if.*X;:;S:4,:i:•*:,:*:.**:&I,14:*:,....*iM . U,I*Ki4iii::fiif.4.:,i4,:**,...*:,...*:;:e.<41**U.::,,:f:*:4i.::::::,:.*:..4:,:•:.;:*:.*Ka...*:.*:^*:,i,M:MitAf.4:4=WiM:,K4if CLIENT: M.A. Segale, Inc. . ..'"i — . f4k. *()BATE: August 21st,1997 ,, ...e PAGE: 2 OF 2 PROJECT: Cedar Crest Developoment .. ., .) ,•1 t's-‘ -' .,,,,,-' .•'PROJECT NO.: T-0682 REPORT NO.: 39 , % ` 1°'• • ,• • ,$) .eet.7..„ -: s'... •' PERMIT NO.: N/A JOB NO.: N/A ADDRESS: 3rd & Edmonds Avenue, Renton 3 • CONTRACT: N/A P.O.No.: N/A .,..,.- CONTRACTOR: Client • A -• .•" TECHNICIAN: S.HONG/fmd '.'Tv-;;' IN-PLACE DENSITY TEST METHOD: ASTM D-2922 (-Fr.-• .-'.- MAXIMUM DENSITY TEST METHOD:ASTM D-1557 :,..::....%;..::::-:... ...;:.:.g.::..•::::;;;:?-: :.:.-;,:;:,-..::.::;'..::.=:‘:..-:::::: : ::;;,,=:::,.".::,...::!::.:-.:.:-..-:::::,...:.:::;:?:r:-.;.::::::::::;..:::::::: :::.:. ..:-...:::.::.:=.. .,,,...;.„..:::::;:::,,...::::::::::.:.::::.:::::::-"m44.wwww.mm.r4'..,.,:......:1•..:...,?:::.3]-......::f...:::-.;•:....?:...-......:&::..z.,..:.....;.:-....,:::::..f..:::,:?..::.............:.......:.f.i...,.............,...?.?.:.,..,...:.. ......s.. . .•• .. .. g'im1=71...K.-:::::.........:*:-...,......,...............................,....:. . .iii.:i•.::::ii:::.MiiIii'iai.:::::-:::-.:- :: i.::iiiiMnri.iii:Ni:::::.:i:INE:Eigi.•:':;;;••::::'•.;;;i0N;d0i;;;;m;;;;i::;iaii1;•:;;;WeigNiiieiiiiienlig*.:::: ini::Blitiliiipiiiii•iiiii::iiiitaliWiiiVENSTIMi ::•i:*.igii:•::=:::iiiM ffigiii::::•:!.U.tag.tiatr.MENiiin iii:ii::::*:::.:•:;:aii;:::;:ft:::;i:;;iiii,i:ii:Mil 485:r•:::lingiiiigiring:ffigiiigtAiiii tl,:.::*:,].:,,::i:i,,::i.i::.:ii:::i.g::„*:M.i.,::i:i:i:l:..:.:::E:.:::.]l!:;i;::;:Jm:;:::.:i.:Mit::,:a:-:,i::in,*:,E::::::i:::,::,.:::Er,:g:.i,*:.iii:.,,]i!iMi:i:.i:**:.-..::::i::,:.:s.::RL:.i:::.ii*..:;.i:.gg:i::ii:iiiV.:.::::.i::*:nm:.*A:.:::::..:.::M]K.:t0f::-::;:::a:::M.::t;MO:•:;;:i;iMiiNi:i*:;i;MWI;N:•:&i:K'I....::i,].:ii:.iMi:::;m:i*i•ii•iii:i:::i';!i:.li:Ii*N'i:!i:::ii:.:i::!.•::.ii*i.:.i1-,i•i-gi•M*EiiIa::*:Si:::ii:::0:::-,:iin:::iii:i:ig:i:i*::i.;i:i:i*Mi::cisi.:i:;:i::::!:;:iii:iii;il:;:MPiil;:ia;:•;:igiii:1i;;*:'1CATI:::::.*:g•:.•ONi::*::m:i:i:i:i:i:iM:m:i::::::::*::::;*:..E;,.i;:lisg;*:.;:M•i:ii:i:::.:.ii.:;:::mM:;;ii;iNiiiE•i*gm::•:R;J;.i:,':i:i:.:•l!iimMi;:;i:iiMii:i:i:::Ui:::i:.:i::1i:•:i:.:n:,*!Mi!::::::i1i:i::ii::i]•:i.::ii!:ii:::ii!:;: einv •;mii::mii;ii.ii;i•;i;;ii;:ia:iii:i:i::Ei•::i•.:*:•,iN-E:.:i.s:i:._••iiii:N•;•i•:.;,:•ik;sfpii;i:iiiim:%i iii,:•::ii:::ii;iicii:ii:::::1:::1ii:iu::::ai•::i:::i:;:r::i:a::i:i::::•::ii-::ni:iv.•i::i::i:i:g:::.:,:0!i•e::::i:iRiig:M.i tR;!'::i::c:*i:.i:i;•:::VV;i;n•;iQ;i:;i:TgOPTM11Yi.:.NeaitiV 49aNT lltOPEVA1%*YUIi 'A•::•::K:A:.X1t i!Mii:::iig::1i.:ii:1i'ii::i:i:::::iii:gl:::i::•:::':-:.ii::: .,. 09 298 Finish Grade 150' from north, 40' from bank 1 P- 2 141.0 126.4 11.6 125.0 I 11.2 100+ 90.0% [ =. ! 1 10 299 II 80' from north, 80' from bank ., 135.4 122.4 10.6 .. .. : 98.0 " 1 1 1 .; -- I . i i • i 1 . i i . i • I : 1 ; 1 . < i 1 > i <... ., 1 • • •;,....Si REMARKS: ELEV.CODE: F G = Finish Grade • DENSITY.FTWIFRM FIU' 'E: D-T0682B 039 R- 08-22-97 T- 08-25.97 iej REVIEWED BY: .RE.--yr 1T CN T UCTION TESTING LA.BOz1TORIES INC. Q98 , - - 10111 South Tacoma Way, Sui4SSUEDma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 } ....:. ........... . .... h. ... . . V .....:..........r......... .......}'. v,{ .:. v ::::::;}::::::v..}..:S........ v}}}.}..}..}<:.}*}...:..}........Y..ti.4.::..h.:K...:...{..{......... .......:.::..::.•::.t• ::::::::.:,:•::.r::::i :::::.:�:::.:,.:v.:;:•:w:. ,v}w+::::n.::v,:•:• v;,:, xn::.:}......>:.. v.:. }.r.:.::..:v:. :...v::T .:. 4 v ...:4...:.:.{...:.... :w A � : n � h : . A w n n vvv n {S / vr fv vvwv. k 'rivP . An nH n , *.. nt.t..t.n. .A.n: . nh .:.., .n.. v .. ....tn..::v.... .r.v n. . :. ., ........tt..t........v , ...wn ..✓ .4f h :. h .n.h .n. v+ v. vv h.. . v.:vhn }.•.:hh.:. h . .::v ::: . } rtry .}} O•i ::}.... {v .:.}.....:: ..., ..t.... .f. ..:. x: •..:...: x:}v:.: \ ....::fv:....:. ........,•,}h.........vn:.........:.. } n.} v#•}•.. 4.v........� }.......:..t.vvt..O.,.,....v}n.n..v....#.. nv.:vV.•:f:.•..w.:..:n;::.:... v,.•.w: v:.Y.... vwh...t :vn : v h.4:? { m rMllllll. .II .I.I:MI:. ..III.I. _ }E.:'. iII lit" I ...1. iiEN1, MAS Resources, Inc. ism�1 :��o� ��FL� - ' : May29th 1998 . ., < }.i:.{::} . : .. .} i«iiii;i:i{.:::::y? :ii .i rii }:: ..Ito tcr Cedar Crest > w: . > :: 4:: :. ::.. Ii ..RCVS. 3rd & Edmonds m nds Avenue, Renton • . . .:1�CRt+i.C�'{/1. N/A iP't��i�i:� N/A in J...::t� 't' : ;c) ,: Client '�' r ��`'� S.HONG/fmd V }{:':;:;i -i:_i; iii }iiiiiiT:-:::•{::}::::•i':ii:i::::i::•:::•::::i}:{ ASTM D- 9 •� `�" 2 22 ............. : ::.�:::.:::: ::..�. :: <} �[ JC�C.�1��X� iS�l:�l.�{��, . <: t:1�"�::�1ll<.}} ASTM D-1557 D miri • -11111 ...........................:................................................. ....:...............................v.:.........................:......: :.................t........... ..................: . .......... ....... III II III II I 1 ................ i)E11I•::::: .....'.lam°..::::.. .}};:-};:.:.::.•}:::::. t:.._h . : ilia mitiiiiikei .v:x:v.v,-. n.:.v::.v::::::. .. ....:...........:.......:.}:.:'.:;,} ... .n...w::::::::::::::.v::.....::•:;.n••.Yt>.. :i+..ii'::rvw::: ::v::.v::::::::,v:;}::}::;•}:•}:{•}}} ..r...:;•.;........ ... ...........::•r.•:::: ..:.....:. ..............n .•............ ...... ... .. ... M...... .:::... 4...... .. ..... ........ i::::::},, :;::{:::�y::::::n•it•:is -E:i:::;.. ...::.}' i:::.i::m: ::::n::•::::::.v::::..... :::::.:]; :::' ..v:}n:v.vlii :,}:{•:t?}:•}i}}}:iCy:{ism ::ff:ii};?•}}}}:{4}}:{-}}}}}}n.}:4:•}ft•}:•:'}:•}:{4i}}:iG:4: t:v, {...■ .......... ii.im. ... .. •::::.w......-. ..................... .....v.v...;.......:...............::•::.}/:v.r:::.}}:•}}'N.i•i:d: ::::::.v.}}}f::C:{.}•is•}::.ny+.}:{4 i'rYNi i:mi::is}: ..:.. .' .....:..: : :::..: ::•:.v::::^}:•}}}}Y4:"?:::::::::: :x::::::.::.::v. '.:;:::.:::::{::::{:{:::.:.......;...v::.......-•::w:}:.:i ...::n...v}f.: :::: •:r:: ........::. ............ ...... .:.......+.;.....n...::-•}}}:•:}:::y:..i':}'.: n: ::::4' :::. ::.n:v..:::::•:::: :.::xv::::n•:::. :::: {j, .. ...... :::: .v:::::•::vY{?nY.}'::.v:..v:::::.w:::: : :::::::::::}::nv::::::::}}:::::nt ::::.;::..:•::::r ::::::::x::•:::::::::: .:::::. .... .......�III .. STORM LINE ON EDMOND AVENUE 01 300 Subgrade ' 15' west from CB#4 P- 1 136.6 130.5 4.7 137.2 7.1 95.1 95.0% 02 301 •: 20' south from CB#5 " 144.45 133.5 8.2 97.3 " 03 302 " 30' north from CB#3 138.7 130.6 6.2 95.2 " 04 303 75' north from CB#2 " 138.4 131.4 5.3 " 95.8 05 304 " 10' east from CB#6 136.0 130.0 4.6 " 94.8 * WATER LINE ON EDMOND AVENUE 06 305 1 Subgrade i Station 37+00 P- 1 138.4 131.1 5.9 137.2 7.1 ] 95.6 95.0% 07 306 I " Station 35+00 145.0 133.9 8.3 97.6 " 08 307 " Station 33+00 " 143.3 132.4 8.2 96.5 " 09 308 - 2' SG Station 31+00 " 139.8 131.0 6.7 / " " 95.5 " * j... . ....� . .................................................................:...:..:..:.:. ELE\l.CODE: SG = Subgrade DENSITY FTWFRL1-REP FILE:rc:%,) 0682.den /(a:\) 0682041.den R - 06-01-98 T - 06-01-98 Itl.:\'iI•r1S I) BY: is Ilk_--_ �...�Cf 1V31 iW t T. .)N TES 'Iv - LABORATO ES INCmktNORT s _ ._ .ILQ_2. .9R 10111 South Tacoma Way, Suite/' 117'Ei, WA 98499 Tel. No. (206) 588-0805?J kJo 6 588-0928 •: F.v:. .k?:: .::: .; .;.; .: •. V; •.v. .. ..vv4ti:.:::.}},::.}-::::}(:;::4};•i{•.•Y}•.Yi::4:;.YY:4Y:•};:{.}w}Y:{t•YY•:iii>}:{•;{.}}•4}}v::w::::::::.v w:::::w:::.;.:...... ......................................... .}•:4} v :•v:�':ti>:,••:•}:'.}•.}:•}d:' .v:•'/.::4:4�'•'r'ti ti>1n;:}:i.}}ii'•}:{:};.};{r: :::}::::r,.:n........vv:.:r:v:.vnw::::w:::,v:::::::::v.v w:.:.....:............. v..+�•.�'is ..}.vdi;}:•}?: • .:.: .. .. ;}:,,. v:, .:rv: .:. .:: :.:•. +.vl.:. .: ....: .. .. .. ..'i ...:: .,.{..x:::vw,v;: .:n4;;.}..::.:ix:::::::nv:.v:: v , :. v..v ..: ... .v ... ..... ... r..{{ n ..... .:. ... ... ... ..}}}. .,f v:.v:v} ... }..i-Y..i•Y.{•:,`}::M.v$::..:.v }.}.. . Sv. J.. w v , •,r.....v: v .. . .n., ..r. ... - .. :.n .. .. .... ... .. .. .. n..nn,nw ......v....�Y.. ...{ Y..{..:;Y:'i::;:R v:L.v.vL•Y:::•:r::::: ..}.,^::..+..:.v:;{•.v}Y.it;?vv}:{';r}:�•�}>ii:::Y:fi},. {;.}..:. ..v+..U}K.,;nt;•}:....., .... .}.. .. ... 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Wf}. :. .... ... ... ..v.... .i....{.,...,...4..}x:... rive}: X.. :. :::. .. .v.. .. v... ....... .., ..... .........v .r.nv;Y{.n;t•.; ..........v... ....:....w..?7::.....a .............. f}:::Y:•::f:.v '}{s,,.v: :.:Y.•}:iv.i:•i}:? •}:.. ..... .. .. .. .. ..r.. .... .. .:. .f..,r...,......r..,k.......,... x......,........fi.......:.....: :..:....., .r:.. n•..i.....n,...:.:•:Y.•Y..;+.;.;,:.,....J�'.:vr.:`: ..,.�:•f.:::;:................S.,c... ♦. ...... .. ,. ....n....n ....,... ^:r.•}:::.v:.,-w:.:v v4;.•n.v..... .......v t:.:xv::.: ..:{{4?+::ti•.. ::.r{•:::•:v• v .. ..� ... .. .... .. ... :...fw ....................... n..v..v n....nnv......n.,,r{'..{.. .....,.. :4Q.;;.••,vfv.v w:::.vr:w....�.. .... v....... ... � .. .. ...v....... .r.. 4 ..r......... 'iv v.....n....... ....::•.v:Y}}}:•}Y.v:' .v ..v.w .. .......... .l.nT� ...... .. ....... ..:.. ..f... ..r ,... :ni•::::i...v:.t4}}Y•...... ..v..v.... v...}.. .. .. +� ♦.... .. ..... a....4.... .......+C n.. ..v:•i:•... v.... ........ ,::•.•::}•i}:•Yv:{.}!�iidd: .... n.,{x, ... ..+. ..........v..... .....\v ...., v..v..... n ., .. ..,.....nn....v.{....n.n,.v..a..:......... v.}....... .... ......n.. ... .v. ....v.......n ....v.•Y:.{Y:.... .... .ni �......}C..... .,r•4•....... . .,............. ........... }.. ... r..,.,.. .....$..,... ....r.....i,,.k: ..}.., ...k..4..f.4 ...,...... ......r. .:.. . 'R. :.4:•.•.:.{•::.y.;d;:.:i•:{.d;.}:•ii•: .......C.Y....A....,•..,../. 4.:.r. ...7.r .. Y }:.r`•Yi a....Y.. .: ......... .....JY�ix.......•^'i....r.... ..vr.. ..v .. kr.. ...f. ...S...n .J.. .::...: n:}.4 v'•...... •}..v.a..nt.. a. ,J..n.v.. t•...rv... .,,•?:..•. ., ..:{:r.:::::i.:i•}:•:t•}::•.:fi: ..Y.;•}<:•'.4.f4.,......�4.:..x.....v•v::v•v•::$:.v::.�:t:r.}.,.}dn•.4.v::?4:,vw,v,:+.•.Ev4Y.:..Y:rv:v.•....�..... vvv,...v....:... :O.. .v.. ... ........v.,.. ., v.... .. ... { xf•4v.•.v?} ...n.a k. w.,.,.t..Oda..:..n�.•.,.,•s.x::..:..:•::r•:::+ +.•::2:.:r: ::•. r.; ,t: �.. �'•:}}:}:<:.;;{;::::::}.x.,•::•: ::.k};,/.,.t;v':tr];`�•2;:•.. .,.,...... ...,........ f , , st} , k :5., ,.f.3::.��}G:r.>..+.}u�..;f;..}?:? <,•.r•:.'::..,. ::.4}t):,':a}}:L.:f$:Y�r::..,:{;u�.}::x.$fi::S:t3::'�:;':;`.:::`r.:: CLJLN'rt: MAS Resources Inc. i: . ,:{.:: :. . .: µy' €'`��::k::�:Y�I�.:.:il�f�l'` .. ..:. .:'.} Ma 29t '>:::�:::;::"�`°"< .....ni�.`�:Tb�..: h 1998 �..��iiY•. 2 <`::>:t > 2 gow :' Cedar Crest :;}':,,>-.:.c;r• i;Y:o:.r: �:�: :: :.;:{:.;.;;,: O,1�G; ::<�t��.�: T-0682 ::�t� �::t`>:i��_:>: 41 : . Ri�. Yr... N/A ile.044 N/A . .. .,:: ..:..RE��... 3rd & Edmonds Avenue Renton ................... `r ICAti Client :C _ S.HONG/fmd ............... . .... .'..... } ii}Ydv :Y.Y:i..}} YYY:-}:i}.i}dYi}:.Yi}} :.;.jiii iii}.:i :.:rY::::.i::ii:: `}.;:L;::di}:iiiiY}:.:::{:'.}{:}i1N.; M K� rySEIMAyS# L�I �i :} ASTM D-2922 : : : tC�: �' .�S :� t y 11p.11:�l :: ASTM D-1557 D. ...:......:::::::.::.::}'.:.:. ?:. :. Y :. :.> ::::::::;�::::�::::.:::: :..... >iFl. I'1'i11 ::.:`.E:>JSi:`•}::.Y:.a:::::.:t{<. .:}}Y}}:.}:.:.Y:{.; ::::::n.:..0. .::: :.........................:. ....:................................................ : ���: ;:�>.: .;....YY:>�� : —�5 ��I>'�� `'.:'::'? ::: :::.: :{.}:.}:.:.:. :{.:{::: .:. : .:.: : :.::}::.:.:.:.:{::.:YY:Y}::.:?}:.::{;.:::.v ::: .:: .�,.{. r:: .: : :•:. .. {.::.:Y::.:.;:.Y:.::?}:.}:.::.::.YY:.:.:.:{{:{::::. . . {..:::.::. .:. ' :.::;:::?-.}:.}'. :::::::.: ::{.::.::: .:<.:::.:::.:::}:...:..: :}:.Y:{.:.::;: :.....,....:....:::..::.:- :.:YY:.<}}.:.:.:.:.:. ...... ......:.................::.�:::::::.:4:4:�Y}}}iY:::::::::•::i:•v:::i::i::i)i:::•i:::Y:v::::•:::•:::i:i:i}iiiY�:' 10 309 Subgrade Station 29+00 P- 1 141.6 131.9 7.4 137.2 7.1 •96.1 95.0% 11 310 - 1' SG Station 27+00 " 139.3 130.9 6.4 WI " 95.4 " 12 311 Subgrade Station 24+00 " 140.8 132.1 6.6 it II 96.3 " • • • • • .::.::-:::::::.:::.:-::::.:.:..::.:::.::: .::::::::::::.:::::::. �:.::::::-::.:.:........................................................... .......................... BOSS NOT C(INFOI :::::::::::::::::::;:;: :::::: ..::.::::.:::�.:::.:::::.:::::::::..:::::::.:::::::::..�:::::::::::::}:._::::.Y:.:Y}::.::.::.Y:.}:.;Y:{:.::{{.::.::.YY::.::.}:.:.:Y::.Y:.::i.Y:.Y:Y}:4.:{{:{.Y:.Y:Y:.::.::.:Y:.Y:.::.::.:Y:.?::.Y:.Y:.:::.Y:{:Y:.Y:{.:::?:.:::::YYYY:.:::.Y:.::.Y::.Y:.Y:.Y::::.:Y:.:::.:i.?:.::.YY:.::.}:.::.::.::.:.:Y:.:};Y:.Y:YY:.}:.Y:{.::.::.Y:::::.:.:.::.::.::::.}:.:Y:.:.:::.::.:::.?:{.:::.Y::Y::{.Y::.::.::.:Y:.:Y:Y:.::.}:::.:.:Y:{.:::.:}:.:.:.:�:.:.:;:: »:::::::;:: :::>::>;::::>:::::: :' ELEV.CODE: SG = Subgrade ..... . ......................... . .... .............. .. . . .......... . . .... ........... . . DEMSITYFTVI.FRMREP FILE:(c:\1 0682.den 1(a:\) 0682041b.den R - 06-01-98 T - 06-01-98 IZI',\'11',\YI;1) liti rlcrvt-t GeoEnn moors OCT 3 0 1998 coNsittYclidiq TESTING LABORATORIES, INC. ISSUED - U 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 !!=Ele-.._.:__._ . _ .. _..._ ._.-__-- Telephone (253)588-0805 Facsimile ;; i • ; ........,-:, ... .::..... ..........,,.:,.o••,,;,:a•.;;ti•;:._.::�:,••:;+:.;ark;;•ti•:•w•:x.:3;:•: a;v;:a.,,. •:+:a:,� v: r;:;;t•s; • >.....::.. ti.::'-'a' .,; �• a < `'•'.y#�y � *Y, ;�\� LT3+': \ ............. giiiiiiiioommos M.A. Segale, ln `` + v i Oct. 27 th,1998c ' ': Cedar Cr Development »i :Q : N/A • > : i i0;ii ; • ... PO :ok < N/A gioni>`:i` krs.> 3rd & Ed and Avenue, Rentono <� °�>?< N/A N/A • •=- ytiE> >>�6 `?> Client �yiiRgAiggitVg 2 and field testingfor A.C. '`'<``> . `���'� I arrivd• _on the jobsite to, perform special inspection s» in- lacede sity testing. Inspection and testing performed as follows: llows• m:;:;::!::::_s:•> «:Ei:E e >.. Contractor placed approximately 600 tons of Class "A/B" A.C. for wear course !!..i.i..i.i..!..ii...!..1...!..i.i..!..!..!..i.: -, < and right lanes (stations 23+50 to 36+50 . g ) . » ' I checked initial rolling attern and provided numerous in-place density tests ;: :i :;.:<.;i (using Troxler 3430), as per attached copy of in-place density tests report. -- Ii:rE i%ii!!ii E i:i%: I aggiiini ::Ei:E iiiIiii:iiiiniiil ..................w...... .•':::::::::::::::::::.!..•••::.•:;:i..••i..•:::.::::•:::.•';:•••:•..••::..•::::::.••::::.;.:::::::.:i.::::•::...:•:::•:: Ez:Ei E::::EEE.:::; _, i.i.i.if.;:eilid . _, . . , . ::>: OVERCAST i``'i'`i JHROSS/fmd • .::.: ::.:. ..... ............. ......................................................... • •:1aEraisritina9.aRttk:mmtltE4. �1).�. :# • 0682.fld./(a:U o682045.f1 :.:-. •>ie 10 27 9 M. 2 ::, t ��.� REPORT OCT 3 0 1998 • CONSTRUCTION TESTING LABORATORIES, INC. ISSUED f Ale� 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 j "� Telephone (253)588-0805_ 05* 4» .�,t -..:,:. &. .:- - Facsimile (253)588-0928 ?i 4.: iiF. x.ap} .- •f:;}.r;.^;.,�,�,{i\rK?Y��a+Ri?.y� ▪ •▪ •.::'.;:, � - -} :?aa:}::vt�}}�u.vV,;{.,»,}�: }ua•4+}�:r:�r .4}x} .- : • : ]I [ :: t fir. ii: ;• V"4;"..:.: :: • ,.. :: C' % :,:l etlib 1 nit 1 k:<>::: tm }.n �•t:� ....a2� 3+•!?e.-mn.Y..�:•.• .. . n...., .. .»••k--..•.. }y n f+1;-}}},•.{}•.,..ni 4..; •...}�.,\. Ct at' M.A.Se ale Inc. 't�Dat Ofin* `•' n. Oct. 27th,1998 r :e;e Cedar Crest Development r t: < ; N/A N/ A ;*04044 3rd & Edmond Street, Renton ;.: 6ig .. • N/A € e. N/A 45 . T-0682 Client • `''cr`�'..e t <�>:e e�l� x� €:`fro��... v ;} `: o�E`raGIO�'K C .1� - DYNAPAC CAT. CAT.3 TON :::<< 'C:: I TLSS::::>::>:::> 4 T1 ....-- ..::,.::x:,t..;-:::.:•:t:i}} CC-501 10 TON FINISH • N/A 2`' 290°F 13 TON DDV DDV ROLLER :::'::>::Il: ' ag:illl i::»:::: ::•{.<:>:::::W:'l i 1?.. ::«:::>iii:i::<::::::: 600 55°F VIB. FINIS H SH N/A ........................... 4 VIB. 1 STATIC . 2 STATIC ONLY « t t IF< 290°F .225°F 180°F ' tE„ �°:: . 225°F 195°F TO FINISH N/A NONE :ii`iliir ':=A TM ���� .)3 53.5 S :`!vim :::iVtIE'4lrtlt�t1R> 9 '`i�>7€'.8 �� �G4�. ...:.. ........> C........................... -0-3430L • .TRO E E� `3t .� . . ..... k... Ysv . �} �{qq.. t.s.4 {..f».f........a•...v............•....w :v..:.t...::..............v..............:.v.-.}.....}...r.r•:v:-t•:.v.:w.::v.w:••...:. .4.h•; . vSoap >� i:::; I :iv• ... e..1 '� .. .v.. ..f . v : nw •:.:: : : gnii: iiii} . . .... .... . . ........ ... . ..:.. ........ ...........w....:..: .. .v...... .:....r...r.r..•... . •. -. : :.y:%:::`:<�::::iii`•ic:::::::;: ?{::::: ;ti i::'�,. .: ....... ,.: .:, ..:..:DENSITY<>�f31tllP:: •.::.(�0..:.-:::::::NE)...:..:. .:................................... ...........................................................................:::::.�::::::.v::::._:..,•:..MR.MM• :•}:}:•:4}:t4i;:.}::.:?.}.:::::::.::.:::::::::::.: tt.:.::::. .t. :.. STATIONS 23+50 TO 36+50 - LEFT LANE 01 23 Wear Course Station 24+50 142.0 -0- 92.5 02 24 Station 26+50 . 141.3 -0- 92.0 03 . 25 Station 28+00 142.5 -0- 92.8 04 26 Station 30+00 _.--- - 141.9 -0- 92.4 05 27 Station 34+00 141.8 -0- 92.4 STATIONS 23+50 TO 36+50 - RIGHT LANE 06 28 Wear Course Station 35+00 140.9 -0- 91.8 1 ' 07 29 II Station 32+50 142.6 -0- 92.9 08 30 Station 30+00 142.2 -0- 92.6 • 09 31 Station 28+25 143.9 -0- 93.7 10 32 II Station 25+00 _ - • 142.6 -0- 92.9 i 0 i`it �`iaCn:::fa:;C£I` AI��!+�:s 91.0/o of Rice . k ?'tifkiR. JHROSS/fmd .................... i.-- i:.:-':„i::Fi::i:f::M:„E.iE..*:.:.f:,:,'.;::::::::..1.:..;n.:..,,::„i,.;ii1S,.:f.f,4g..:,„,...„..„...,.,.....,.„..,.............................:.............„...................................i...l:.:.:.:.:.:.:....':.'...:..'..........,,: ...............:.i....::i.:..'.'/, - 8-98 . g =. 10 2- 79 8 uc 08204 '�':.....�.. 06 2.n :::::i: :i:<::>::ii;:i:i::: „,„„::::::::::::.::: ?•:::?•}:?{?t?•};.}• :::t.}:.:„,:„•}:?•}:•}}}:4:•}•}}•}:?::?•:•:•}_::„„,„,::>:•:t.:.}::}:•:•}}}:•}:4:•},:,„„?}:i:?: ... EYE ? ..8 k} :: < NAL(.\_,,,,Ak .... i i • • L / i 1 \ \ - r . / \ .Y /' i.,- - . i \' - I- ' 1 1 (/I � y -- 1 _ I \ r \ • ' \ ( ' / . ( /- ) 1` \ \ \\ / I \ {, \ ''' 1 1 / I N A; /, iI \Q l/ _\ ( \ I I, 1( ? / 1' / / \- -'\ / ' I - \ , _\ 1. \ '� . / \ \/, ' ^( N \ , I /\ , \ •,-� I 1 '�'\ —T I \-,' \,, ii •' ,l \� - / , I ,'; 'I `— /, \ il,' \, -r / / /r / 1 \ / ( ( / ( cf✓ I.. --I \- i - ( '/ - (, i (' \ ' 7' \ 1)_ ) •\ 'i • '_'' _ I ) ) ' / \ .\ �r ' \ \ �. . — - , , i 1 \\� \' )( \/ I 1 / ( / ` • \\ .L ` , \ ,. \1, i/ l' / 1 T X. - /. /. ' I // - _ • i. h .y - T. J , ( \ '' ' \ (I /" , N /- am \`) '\ J. 7 \_ --\- (',1 ('l" -I\ - `, ` 1i / JpEONGINEERS FIELD NOTES ' ;'' - ) T i \ , i / I I ' H '- i ' \.— \, \ , I'\` 1 :•( , —1'r !', .� ( Il // ' . '/ ` / r . I , ( i r — - " " 'OI ,` \. • ,- \ -( \ \ / . \�•. .-` - ( _I I \ • � ` - I\/ i\ k- 'r/ 'I' '7 / / + k <I I) 1 t, -j .' N i I \ 6 ! ,� .( ( \ 1I --1 �` .y.✓ / ^ - ( \ ✓ "k I 1 .,� / / \ I .\ .f 1 \ /( \ )\I • ;. --.) '/' it ' - ` f ' 11 r'I'i, .C11 11- \\ ' ; — .'—'\ '. r. I i J \ \,i'. 1 G` \ `I` 1 I /' (/. '( % 1I / \ 4. I,. / �t I- 1 \," r > I1 - . \ - ; I \ -- \/ / .1 , �� -` - / „ ) \ ` 11i I ✓ / i,\ • ,' ,I i- \\ \ \ I -, \ / . - , i - '"i , I1 I I' \/((" -- / .�"IN ( , r / 1 ` i__ r // , \ ,\ r I /\.. I \ !. —11 '„v /( 1 /' ./ - l' / j '( - 1 \ \ \"'1\ /. ' ' .C.,('" '✓ �' {, ,, %'/i I' _/ / %, \ ;1 lit •\ h 1\.. ) , , { - / % - \ H, ' 1 l ' ' \ \.: /II '1 -- - \( I . _ , \ : \ 1 `<j _ _ ,,i / IY \ ,I}J- ; - 1 / /' JI/ ,\. I \ ? I % )\C'` / •\ 1 \ 1 1/ -/- - jl ' V. (\ . \i'. /` 1, r / N % 'ICI+ '` / f•.- -/, -0-7\ ( I / '(1 /'( GeoEngineers Inc. FIELD REPORT File No. viol Fawcett Ave., Suite 200 �� — g Tacoma, WA 98402 Project:�`�d a Date: -//////9 7 Tel: (206) 383-4940• Y . .1 Fax: (206) 383-4923 Owner: h n Report No. -- Prepared by:6 ` ' , I Lqq at: �a Arrival Time: Page:/ l�l/ /� K of Purpose of Visit: Weather: Depart.Time: Permit No. Pe-(fOal5thriiav%a . 5 Uo✓ 7 s/r-r "re e //k.i- r (i/5€- 10 ( P/05/O�t) re.A,lye/l Friavd/ aj & di j (J,lr1 5-tit lima Iv v ✓ /(�v rreI Rvc'in rt "194is �.i ci/3 l'UsSed crai5Z erp vre/,v . 72/ Summit . I. /ici'irni-4ed d evier.171.1 / ipr /N ton; 9mAl 7/rr,- 71v ,rat'ie3° 4etemtp a fri' ?'e.rrpa/n7 o f4a — rri 1 5./ . 7711 s p/fr4 ram h,e plvyy inmvha/e 1h..1J No loyii' fuer,a,Pd . I l ea free l / Atj 3. ir?/rl /Ot,W7J 6/1/ l�.4J be c'hr irJ-/4 9 s 4/v7 e77 r3 /4 I--/0e to f4/f?' /3 A.14r/d/ L abvi' I 4urr/iei .7 a ti eI. 4. (wi rrorrek, t e4 , IPMT 0 roe-/ram/ i7vc Lail/ be /�v y do 7J►e �/ ,,,si 77`r� f �N Mei n�5 Rio%d / This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply dh the plans•and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervision irection of th ua ork of the contractor,his employees or agents.Our firm will not be responsible for job or site safety on this project. ;Attachments: 'Distribution: s (//70 c) Signed: GeoEngineers Inc. FIELD REPORT File No. p 1101 Fawcett Ave., Suite 200 a9/-'6o ` Tacoma, WA 98402 Project:r /a V e., . f Date: fb y197 Tel: (206) 383-4940 i1 f'u-� Fax: (206) 383-4923 Owner{ 4/."' tivs p r Report No. 2 Prepared by: g./�,.L Locat' n. Arrival Time: Page: �(} Y'� tv� (,G� I of Purpose of Visit: Weather: Depart.Time: Permit No. • 0oo cl !/i c/ 577P 7') ke fC. he rroiti e f e,X l r7cfs7no'J Cohn,.r.-.e -0 Ilker b r rif /5 v 4 / ref. * rI /fir n'ag. .7 u0/ 1 S 6-Xi?U,ei over meld - 4 f rhP air c7 , 7a ad (Sea /, tyl r0k Coe' 1 fr &per /`7i7.JJ ilia vir) O- ,tio_.1., 1-- a ill viva e -}/t'A r Iniemt. O/. r /rrr A/ l"),to gl r ' f/rr o /5 /a(a tr cl' /U6r c f. /)7e p r ! ' ' This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the tractor to comply wit he plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervision or re ion of the act t o of the contractor,his employees or agents.Our firm will not be responsible for job or site safety on this project. attachments: ' Distribution: Signed: sy ,,tip . g FIELD REPORT File No; GeoEngineers Inc. { 1101 Fawcett Ave., Suite 200 1,' 061- Tacoma, WA 98402 Project/• ! �` Date: / Tel: (206) 383-4940 ` � �/,' / � J _ orf N j Fax: (206) 383-4923 Owner: 6-7 rilf Re p _gi Prepared by: (.- Location-VI'''", Arrivai Time: Page: ) $ • ii.0Rl,iv As.): _... I of / Purpose of Visit: ) i : ; 1 . Weather.' `-' ' ' f' Depart.Time: Permit No. /f( - r-( ' `hi' (a.••.:. 'f7`7 If a. •. . cO#VA0(- Vl /l f/►5/7-a S/z-P 7"e e h se/ixe i ✓ 4.)5 /mil/IYr' fqcI,• lJ b /aft)kft A a 5 Li .1( t __ G")7 d oiJ toe rl - No/fr 5 Onemell f•V/ Ti, /t o,J /2)ci ,f) j11)I?r /5✓cr i71-fli ifiltaed ul/?-3 74V -- ge fr// /s U,7 96?7tid%K a,✓,/ /5 Apiv7 .a r/jp 4 /1rr1 irt,,,,e(, ' 6 t 4wid t;f L;f�,--.: .i‘ot . '/N rf!'�°�tvr F-r is ti /.5 r YJP�,+�7 /..',-, / a Pi IDa% 227 e /t)017k r•/1)t'7 7/VD/?"Li ead ,/C/e , _?.— ,.i,.�'. 1 Z__ ; - 1 iDelit7 fra 7'6 Pie -k lir C i 117 A/14e-71"- Zil CI f I - /10 rr Cie roi,40 d This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on e contractor to co y with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervisio o direction of th ual work of the contractor,his employees or agents.Our firm will not be responsible for job or site safety on this project. .attachments: Distribution: j • Signed: %j t.i^- 7 File No. GeoEngineers Inc. FIELD REPORT a ��-�0 1101 Fawcett Ave., Suite 200 Tacoma, WA 98402 Project r / r AVA Date: f9,�9�. Tel: (206) 383-4940 C7 Fax: (206) 383-4923 Owner: 5-eyt9 f� Report No. Prepared by: ._.),(637f( Location:a Arrival Time: Page: // of / Purpose of Visit: Weather: Depart.Time: Permit No. • Fi/h �j /185 ,W yZ, e d d 5'rrno / dr oiw ropy. ,s,(c/ t eil-. .ei/ (o�/��(7� 4. ,N6?4 9 heahi. reilkr' iwd .S't'me Gv her/ rig /lam Gvr�`ai tra0049,-5, • d/am). �; J Nor 4a,31 5/dr /1 •tc/ctvecr c/cuv ti /5 .S 77/1 4au .u.7 S 7z a gym. 7-iio / b, c�i.ec-1 r I/aA «N d c/ m, hA hem) ria a/vi ead sic/y', _ 771/ d r 1 /s /ii1 r<7riu/ 57N,f? 408 ee This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the ontractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervision o•.ction of the I ork of the contractor,his employees or ' agents.Our firm will not be responsible for job or site safety on this project. , .attachments: , Distribution: ..SPga. :. Signed: 3 C ifr") • File No. GeoEngineers Inc. FIELD REPORT 1101 Fawcett Ave., Suite 200 ��/ _ - Tacoma, A 98402 Proje Date: Tel: (206 38k4940 F'�` ���� �� ,1/5!/97 Fax: (206) 383-4923 v Owner: , �/{ Report No. Prepared by: Locatio �� U� Arrival Time: Page/ ,-...S%-..- • of Purpose of isit: `-- Weather: Depart.Time: Permit No. 7 4- dr(-1 stet-- mp . . rt l rvgS dreli��y.e , Ion/ s fr, n7Nei retie Pur evinee-tcxd• Q(D»1 f ooxJ c?rhiet.r 1` 77) G /> 5-877. /7 . u b Sur{rte�� ,. (� --- - O Yar/-) fl/ /7_ E a-d ?/de AA 5 6e,,,t) /rvsra/ J f 24/a /5 -f/&WI - —, (ii Agri, pie) , ��isrAa p iy .•../ 7 rri ✓l '-e //. %�- 6 f LUart; i& r4A11 hedd AL)/// •690P in', " i/u ezill-- • -. • . 5vb iiv i TD Alai"77i.,) 2-1 14, ?wale- . / 4 hi (ham, /3 50 voice 0 f 14/ri9•✓ &Meer r So .t.)3'ereT7/r text Slur frr_te /i111'r /f1�4,17. • This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely o e contractor to y with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervisio direction oft al work of the contractor,his employees or - .agents.Our firm will not be responsible for job or site safety on this project. • tachments: -'distribution: Signed: GeoEngineers Inc. FIELD REPORT File No. 1101 Fawcett Ave., Suite 200 a 7 1 -TO Tacoma, WA 98402 Project: ,,w.--�- Date: Tel: (206) 383-4940 ���r ( r` c-/z3/q7 Fax (206) 383-4923 Owner: ' Report No. 6 9 " P .P Prepared by: A, , Location: / Arrival Time: Page: Yrv//fit✓ of Purpose of Visit: Weather: Depart.Time: Permit No. i '. (6/7-&did U4n /7,7 Ar) ynat,ho Ip j Jd soh dmi4) Sl �jii7 , h1 5 writeuled 101 1 of Sir Mfg, c4d7t>tm Sa A lrt/•4e41 11ad1 - riu d i id fiii - h/;94.1 : 5z " j'remerfe AA hr61-6") Out di . 7,iJ SLI d 1,J %s - ,j ,7 ea-Er•✓4/ i to fi pipes 5,747e • • - • 1 This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervision or d' ct on of th al work of the contractor,his employees or agents.Our fine will not be responsible for job or site safety on this project. . iachments: •Distribution: Signed: File No. GeoEngineers Inc. FIELD REPORT 1101 Fawcett Ave., Suite 200 V 9/ -C6 Tacoma, WA 98402 Project: /.. / !� Date: Tel: (206) 383-4940 t r'Clr�r ltii" Fax: (206) 383-4923 Owner: 5ro`ide_ Report No. Prepared by: Locatiy` �✓ Arrival Time: Page:, ff++ / of J -- Purpose of Visit: Weather: Depart.Time: Permit No. 01(1,f,he Ito In- cilia- S> (Sw d 4-01 ldrniru be�N onA/A.e.-rJp U r jeaw7� f/rf' /5 r /i r7Ai j *in a, 4 _serne 1rivd7 tei-top. f 5 (?,/ r✓_ .jy) r/my; 7/7%1 /4441 M-1AVIG/l - // (A AY" �I/)Yr 44/A.tJf�f; (inn7, v i 170 i f f/// re Wale- /5 fwp,firrpor This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervision or direction of the actual work of the contractor,his employees or agents.Our firm will not be responsible for job or site safety on this project. tachments: distribution: Signed: { File No. GeoEngineers Inc. FIELD REPORT 1101 Fawcett Ave., Suite 200 / "00 Tacoma, WA 98402 Project: l / `�C7 ar Date: Tel: (206) 383-4940 t l vLf Fax: (206) 383-4923 Owner: / Report No. Prepared by: _ Loca / Arrival Time: Page: t' n: of Purpose of Visit: Weather: Depart.Time: Permit No. CaLger1 • 41/9,v /,e a r c l , 5 AJ5m//r?c>L' Air? ` a - be") mil"7fit/d ever C"2-re 747/Yi Pe rJ[)►(Pr I/Lei /S 11-0711 d 0 h-e rov6-e- 4-( ra • ) • This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on •_ •ntractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervision• •traction o ual work of the contractor,his employees or — agents.Our firm will not be responsible for job or site safety on this project. tachments: Distribution: Signed: j No. GeoEngineers Inc. FIELD REPORT G 1101 Fawcett Ave., Suite 200 / 1 Tacoma, WA 98402 Tel: (206) 383-4940 Project:/ /fir �� Date:G//O/97 C)' ( ' Fax: (206) 383-4923 Owner: Report No. CI Prepare �.j./,5 Location. -�- Arrival Time: Page: -enJ/C ✓ _I of Purpose of Visit: Weather: Depart.Time: Permit No. f/l '✓ l aVcr Pit'ttwele ' Owtor Oaltel / VP 7nte//e,d /17/01 ret,e (,(, /A d r/r P l u3 r AJ Qj. .7/fT // l/7- /5 Ira yt1-ssi` GU/4/a c74 Pia,-1 ii pork, ()frn l9(/ o( f4// • 15 Sa 771 itOrtoi a . • ) • This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely o e contract•r to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervision direction ,f the actual work of the contractor,his employees or _ agents.Our firm will not be responsible for job or site safety on this project. • Itachments: , led/tcitt_g_ApLIistribution: Signed: • iti4 : • f S: •.;,,.;..,;, ..„,„,•,,.:7 •4;,,S.717..-.47,,;;• -.'1....--FAI:t. •',t.-7•7:•,-......'" ,;.!!.- ".;:•••77i' --,:. .. ..' -tr- ±,f-,Z.,. '••'!"‘A l'''',R',-,•:7• - . .Vic: _ Y a: . ._.x c"- • i-• • • I • SEE DRAWINGS) � 1 � 2 c • • 1 ,••• • • (.7 • . - . • • fT I [ • L , I__i `_ /\ j\/ \ 2 \ \ 1 MAX... ,---i / j/ %' � Rockery Face Batter / \ ; ' , Rock Between 1 H:5V and 1 H:6V , • o / �/ 10 O o O \\ 0 v a = o (73 /\/\//\// // ' 09°G 1 ° /\ o . o� > 1 EL�/\ 0O 0OO( 1 ° V °v�O o0.. 1 o Tc E 1 3/4 to 4—Inch Crushed Rock / oc) , - with Majority About 1 1/2 , O Q . o P.o 1 co ° / o Inch. Place and ,Tamp as / pQ°QO 1 I u_ Each Level of Rock is Placed, � O.a 0. o _C. w in Minimum Width 18—Inch / 0• ro I_ , ° / � o•O.„Oo 1 > \\,o.oQ. .Q Cut Temporary o .0 Final Ground Slope as Required p q ��oO V Surface qI / ► O.D o i O�.pO \ � ./ /\ \ 2 .0 � ' moo �\\\ I 1 MAX.// .o� 0. o ao a o 4 ./ �// Woven Geotextile - \/\ \ , ,�o . aoaoa _ - j \ . jA / \ / °D 4" Dia PVC Drainpipe / \ / Slight Incline Toward Slope oConcrete Footing, Crushed Rock, Dense w Native Soil, or Structural Fill Compacted to at least 95% of the Maximum Dry Density o per ASTM D1557, with Lowest Bottom of Rocks '1 N Founded at Least 18 Inches Below Finished Grade CO 0 U / , ROCKERY DETAIL N NO SCALE co a_ ROCKERY DETAIL Geo��Engineers FIGURE 6 w ROCKERY CONSTRUCTION GUIDE 1. The individual constructing the rockery should be on experienced and skillful craftsman in rockery construction. - -- 2. Rock must be sound unweathered ledge rock from a established source that has demonstrated that it produces suitable rock. The rock shall be free of fractures, clay seams and evidence of weathering. 3. The contractor should use sufficient space so that he can select among a number of rocks for each space in the rockery to be filled. Rocks which have shapes which do not match the spaces offered by the previous course of rock should be rejected. Rock must be angular, tabular, or semi—rectangular shaped; any rocks of basically rounded form shall not be used. 4. Rock sizes must be arranged with the larger boulders used in the lower courses of the rockery. Rock size categories are typically: Two—man — minimum 300 pounds, 13 inches least dimension. Three—man — minimum 1,000 pounds, 16 inches least dimension. Four—man — minimum 1,500 pounds, 18 least dimension. Five—man — minimum 2,200 pounds, 24 inches least dimension. 5. The first course of rocks must be placed on firm unyielding soil. There must be full contact between the rock and soil which may require shaping of the ground surface or slamming or dropping the rocks into place so that the soil foundation conforms to the rock face bearing on it. As an alternative, it is satisfactory to use lean concrete in which to seat the first course of rocks or to use 3/4—inch minus crushed rock into which the foundation rocks are seated. The bottom of the first course of rock should be. a minimum of 18 inches below the lowest adjacent grade. 6. The rockery face shall slope toward the bank being protected at no steeper than 1 (horizontal) to 6 (vertical), but not flatter than 1 H to 5V. 7. The rocks should be placed so that there are no continuous joint planes in the vertical or lateral direction. Each rock must bear solidly on two or more rocks below it and so there is no sign of instability such as "rocking" or "tipping" of individual boulders. The rocks should fit so no open spaces or voids larger than 6 inches exist. Rocks should be placed so that there is some bearing between 1 flat rock faces, rather than on points. Horizontal or nearly horizontal joints should slope downward into the material protected (away from the rockery face). 8. SpaIls should be used behind the rockery rocks to block spaces and, where necessary, to wedge P between rocks and to lock them together. This should also serve to prevent washing of backfill material through the rockery. 9. Backfill between the rockery and the adjacent soil face should be a minimum of 18 inches wide and consist of washed 'and screened crushed rock ranging from 3/4—inch minimum to 4—inch maximum ' gradation with the majority about 1 1/2 inches. The backfill zone must be filled and thoroughly tamped as each course of rock is placed. o0 10. A woven geotextile should be placed between structural fill and the native soil and rockery faces. This should prevent piping of backfill and native sediment through the rockery. 11. Surface drainage above the rockery should be diverted or collected and carried in closed conduits to a point below the rockery. c.9 12. A 4—inch diameter perforated drainpipe shall be installed near the base of the backfill zone. The o pipe shall consist of heavy wall solid PVC or ABS material, or rigid corrugated PE material, such as ADS N-12 (or equal). Flexible tubing shall not be used. The drainpipe shall slope to a collector pipe to discharge the water. N13. This is intended as a guide only. The design and construction of the rockery should remain the 03 responsibility of the rockery builder. Rockeries protecting fill, with steep sloping surfaces above or below them, with multiple steps, with foundations or other loads affecting them, protecting sandy or gravelly soils, with seepage or wet conditions, or that are more than 8 feet high all represent special situations and require consultations or advice from qualified experts. o Rockery construction is an art and depends largely on the skill of the builder. Although rockeries offer ca some lateral restraint, it is largely indeterminate and they are not normally intended to provide significant lateral support. Even when the foundation and retained material are satisfactory and the co rockery materials and construction are satisfactory, there is some risk of movement or failure. r \�. ROCKERY CONSTRUCTION GUIDE Geo�oEn Engineers �4/ FIGURE 7 • w LI . ` % ,/ \ \ ', _ _' 11• .` —\ — 1 1 \�.x \ /I /,� !< \ _ `'' `_1 J r , '''• 1 I� —�- ,i I) '/.r `I — ---\ ;f/ 1 \ /) l I \ -1 \- _ 1 - '�/ \ I \'I ` I-_ 1. 1 l i \ I/..\- /" , • sI /7 / I I l • j -= /� (`• ,: '\ 7 _\/ 1 1,.( \ . 1 '' . . ' , \ I '1 - _ - . i \\ �' \ 1 ' I- / -1 '`\ k ' /1 I 1I I 1 _'\/ `j7 ji/ i\y /``' \ • l • , ,\ \- ( 1, �I / I - \--`\ % (I �1 / I, — • \ / l.'i •• . ' X. l \ \ . / 1 C I / / . I '1\- - .\ I/' \' 1 / . _ .` ✓` \ T .,\ _l 1 i 't ` - \\ . i f I I C 1 :'1— ,\ I - '- • . '\ ,/- -I 5 ( 1 ( %'/,:\ / r J\ /_ ' ' - \ \ _ I ' / / Y, , /4 ` N\/ - \ / I ' `I ^• " / - ._1 - \ 1 / ;\ \ APPENDIX Al f. ' \ ' ) \ i \ ? I . I. 1 s I/` x �, \ t 1\1 _ -_ / `i II \ ,i — r \ S / \ \ \ -' a ✓ • y ./• �f . ''') \.I\i I' ) I/ J,l \ 7 _ ✓ /I I ' .`,- /', I• ,4 \ .l% / • \�' r,_ I \ ,_ \\/ \ I ,<< -j'/. r \ '. (\ \ \ J /,j. I ✓ \ =_ , \ 1 1, ,/ \ / , .\/� — I ? , I.. 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I 1 I . "1. y\ 7 / / \ I .,, I,-,,\ 1 - , '\ - I \ - ,• •; , \ \• n' s--- - - -/. I/'\( /l'. r \ • ' - \I t..; ` L' l yI I / > 1 I \ Il 1' r1 1 ' 7, \ ''N' • I _i.1 .\ r_ /. / - \.. I" /pr' _ ;\r \-j� `i 1 • • -`J' .\ / ,;\ /"I ,. .-I,, 1 N,/ <. ,• ` ,' 7 U \ . '/F\!,- ` ? '-' I / /, -c,•",,. \ y-/ , ,... V I, ,- N v . , -„'_-- \ .' ,Liberty Ridge,L:LsC` I \ ,/ -I r ? , g x.',i a� 1 - 4 \ / I '\ `'' 7/. -/'�'1 ,y �. 1, '\'I. -� \ ' \{ ; .7\.^ .",' \• -I- '' ' \ ''(I \ ® ,��,1 / a lB� `'p, jl ' + 1 1\ `1 '.- ' .. / i , \ / 7 I . ,'\' -/ .. /:I - a'! I \..'I( 1 I '/ ', 1 \� r ' / - " . ) /. t I j, i-t I '•�. I I / \ •- ••' - - i I ' .----' - ' -•G.'e o E'n•g.i •n\e,'e r-s 1/ ✓- '\ • ,\ " 1' 71 c'i r FileI'o.,8296-.00IL00-.1140 ' 1, L. `,Jr. / iI:� " .\• \ • '/ / 1 I � , I� Y c \ �, I 11 Geo 44 O Engineers September 8,2000 Consulting Engineers Liberty Ridge L.L.C. and Geoscientists do Stoneway Concrete Offices in Washington, 1915 Maple Valley Highway Oregon,and Alaska Renton,Washington 98055 Attention: Don Merlino and Gary Merlino,Managers Supplement No. 1 Geotechnical Report Special Study Proposed"Liberty Ridge"Residential Subdivision File No. 8296-001-00 SUPPLEMENT NO. 1 PROPOSED MODIFICATIONS REGARDING "PROTECTED SLOPES" INTRODUCTION This letter is Supplement No. 1 to our geotechnical special study report referenced above. This letter addresses proposed modifications to the "Protected Slope" requirements described in Renton Municipal Code (RMC) 4-11-190. We have prepared this letter in response to your request to augment our report dated September 7, 2000. The discussion in this supplement relies on the descriptions,analyses and figures presented in our report dated September 7,2000. Slopes that are 40 percent or steeper currently exist along most of the proposed development area perimeter. The perimeter slopes typically range between 30 feet and 60 feet in height. However, the perimeter slope that forms the south bluff area slope is higher, ranging from f 185 feet to as much as 260 feet. In addition, a number of localized slopes that are 40 percent or steeper are scattered throughout the interior of the proposed development area. Steep slopes within the proposed development interior are rarely more than about 20 feet in height and most of them are lower. All of these slopes were created, or modified,by the mining of this property that occurred between about 1960 and 1985. Where these 40 percent or steeper slopes are more than 15 vertical feet in height, they are classified under Renton Municipal Code (RMC) 4-11-190 as "Protected Slopes." As explained more fully below, some of the proposed lot development would intrude into some portions of the Protected Slopes on the property. Although RMC 4-3-050J.5.a ordinarily prohibits development on Protected Slopes, you have requested that we evaluate if and how the intrusions contemplated by the Liberty Ridge preliminary plat and preliminary grading plan qualify for `Exception through Modification"under RMC 4-3-050J.5.b.2. GeoEn ineers'Inc. g 1101 Fawcett Ave.,Suite 200 Tacoma,WA 98402 Telephone(253)3834940 Fax(253)3834923 www.geoengineers.com Printed on recycled paper. . Liberty Ridge L.L.C. September 8,2000 Page 2 MODIFICATION CRITERIA In RMC 4-9-250D.2, the City of Renton Development Regulations provide the following modification decision criteria: Whenever there are practical difficulties involved in carrying out the provisions of this Title, the Department Administrator may grant modifications for individual cases provided he/she shall first find that a specific reason makes the strict letter of this Code impractical, and that the modification is in conformity with the intent and purpose of this Code, and that such modification: a. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment;and b. Will not be injurious to other property(s)in the vicinity;and c. Conform to the intent and purpose of the code; and d. Can be shown to be justified and required for the use and situation intended;and e. Will not create adverse impacts to the property(ies) in the vicinity. We note that the purposes of Renton's geologic hazard regulations are stated in RMC 4-3- 050A.4 as follows: a. Minimize damage due to landslide, subsidence or erosion through control of development; and, b. Protect the public against avoidable losses due to maintenance and replacement of public facilities, property damage, subsidy cost of public mitigation of avoidable impacts, and costs for public emergency rescue and relief operations; and, c. Reduce the risks to the City and its citizens from development occurring on unstable slopes; and, d. Control erosion and sediment run-off from development. PROPOSED MODIFICATIONS REMOVAL OF MOUNDS PRODUCED BY MINING Top of the South Bluff Modifications concerning the south bluff involve the top portion of the "Protected Slope," located immediately to the rear of proposed Lots 345 through 357. Previous mining operations in that area left a mound of material along the top of the bluff. The mound, considered to be the upper portion of that Protected Slope, varies in height from a few feet to approximately 30 feet. (see Figure 2 of our September 7,2000 report.) The Liberty Ridge preliminary grading plan calls for that mound to be excavated to match the adjacent development area grades. The intrusion into the Protected Slope area will extend horizontally from 0 feet to a maximum of about 25 feet; the maximum intrusion will occur in the vicinity of proposed Lot 355. G e o E n g i n e e r s File No. 8296-001-00-1140 . Liberty Ridge L.L.C. September 8,2000 Page 3 North Edge of the East Property Leg Proposed slope reconfiguration on the north edge of the east leg of the property involves the Protected Slope directly to the rear of proposed Lots 255 through 271. As in the case of the south bluff area,previous mining operations created a mound of material,most of which falls within the technical definition of a Protected Slope. Mining occurred both north and south of this property boundary. This mound varies in height and is approximately 35 feet high at its highest point. The Liberty Ridge preliminary grading plan calls for the portion of the mound on the south side of the boundary to be removed so that relatively level lots can be created right up to the boundary line. We understand that negotiations are underway with King County to also re-grade the portion of the mound on the north side of the boundary, which will result in a reconfigured mound on the County Maintenance Shops property having 2H to 1V side slopes. Analysis The proposed reconfiguration of these mounds meets all of the criteria of RMC 4-9-250D.2. Reconfiguration of these mounds in accordance with the design and construction recommendations of our report dated September 7,2000 will result in the following benefits: • It will reduce the vertical extent of these sections of Protected Slope, thereby-improving long-term slope stability and facilitating erosion control. The changes will benefit adjacent private owners and the public by enhancing safety, protecting the environment and improving maintainability as to the remaining Protected Slopes. • The aesthetics of the top of the south bluff will be enhanced by the elimination of the irregular-shaped mound currently left there and the creation of a more uniform, manicured appearance. • The aesthetics of the north edge of the east property extension will be enhanced by the proposed reconfiguration of the mound in that area with one of a more uniform, neat appearance planned just north of the common boundary within the abutting King County property. • Excavation of the south mound is necessary in order to provide proposed Lots 345 through 357 with a reasonable building pad depth consistent with the building setback recommendations set forth in our September 7 report. Note that the existing sanitary sewer installed by the City during the 1990s runs generally parallel with the edge of the bluff and constrains building pad depth along the front of many of those lots. • Reconfiguration of the mound along the north edge of the site's east leg is justified by(a)the above-described safety benefits due to the planned reduction in the height of the mound,and (b)the fact that the reconfigured mound will have flatter(2H:1V) side slopes than the slope now existing along the boundary. • The only reason the north mound was created in the first place is that the sequence of the mining and the ownership of the properties on either side of the common boundary was different. The owners of the property on each side of the common boundary mined their lands to slope away from the common boundary line so as not to encroach upon the other G e o E n g i n e e r s File No. 8296-001-00-1140 Liberty Ridge L.L.C. September 8,2000 Page 4 owner's property. Had these abutting parcels been under common ownership, the material that now comprises the mound would have been removed as part of the original mining. • The proposed reconfiguration will eliminate the existing steep slope within proposed Lots 255 through 271. Doing so is required in order to provide each of these lots with a buildable home site. TOE OF SLOPE EXCAVATIONS AND RETAINING WALL CONSTRUCTION East Edge of the North Property Leg Proposed slope reconfiguration along the east edge of the north property leg involves the base of the Protected Slope located immediately to the rear of proposed Lots 67, 70-78, 91-94, and 98-100. The Liberty Ridge preliminary grading plan calls for excavation at the toe of the slope and the construction of various segments of retaining wall. The plan calls for a horizontal intrusion into the Protected Slope of approximately 30 feet at Lot 67 and a horizontal intrusion varying between 0 and 25 feet in the other affected proposed lots. Southwest Property Margin Proposed slope reconfiguration at the southwest margin of the property involves the base of the Protected Slope located immediately to the rear of proposed Lots 374 to 379. The Liberty Ridge preliminary grading plan calls for the excavation of the toe of the slope in this area and the construction of a retaining wall running from Lots 376 to 379 at the base of the excavated portion of the slope. The plan calls for a horizontal intrusion into the Protected Slope that varies between 0 and 12 feet. i-_ Internal Portion of the Site Proposed reconfiguration of Protected Slopes internal to the site involves the base of the Protected slope that currently touches proposed Lots 160 and 164 and surrounds Tract R. The Liberty Ridge preliminary grading plan calls for"sliver cuts" on the lower portion of Tract R as well as excavation of the toe of the slope and the construction of a retaining wall along the eastern edges of the effected lots which lie west of Tract R. The plan calls for a horizontal intrusion into the Protected Slope that varies between 20 feet(where the intrusion occurs at proposed Lot 164) and approximately 35 feet(where the intrusion occurs at proposed Lot 160). Analysis The proposed slope reconfiguration as described above meets the objectives and the criteria of RMC 4-9-250D.2 as previously listed in this letter. All of the Protected Slopes as noted above that will be the subject of additional excavation and retaining wall construction are slopes that were created by the past mining activity. All of these slopes are stable in their present configuration. Provided that the proposed excavation and retaining wall construction is accomplished in accordance with the recommendations in our September 7, 2000 report,it is our GeoEngineers File No. 8296-001-00-1140 • Liberty Ridge L.L.C. September 8,2000 Page 5 opinion that the referenced criteria stipulated in RMC 4-9-250D.2 will be satisfied and that stability of the existing slopes will not be compromised. BACK OF LOT FILLING WITHIN MINED SLOPES Lots 131 to 139 Proposed slope reconfiguration involves the upper portion of the Protected Slope that is located immediately to the rear of proposed interior Lots 131 to 139. The Liberty Ridge preliminary grading plan calls for (a) the construction of a retaining wall on the Protected Slope to the rear of the affected lots,and(b)backfill of the retaining wall in that portion of the Protected proposed lots. The plan calls for a horizontal intrusion into the Slope within the affectedp p Protected Slope that varies between 10 and 25 feet. Analysis The proposed slope reconfiguration as described above meets the objectives and the criteria of RMC 4-9-250D.2 as previously listed in this letter. All of the Protected Slopes as noted above that will be the subject of fill and retaining wall construction are slopes created by the past mining activity. All of these slopes are stable in their present configuration. Provided that the proposed fill and retaining wall construction is accomplished in accordance with the recommendations in our September 7, 2000 report, it is our opinion that the referenced criteria stipulated in RMC 4-9-250D.2 will be satisfied and that stability of the existing slopes will not be compromised. OTHER CUTTING AND FILLING PROPOSED WITHIN THE SITE'S MINED SLOPES There are three other site locations for which regrading of Protected Slopes has been proposed. They are as follows: Northwest Development Area Regrading of the Protected Slope is proposed in portions of Lots 2 through 20, at Lot 28 and at the adjacent roads and open space tracts. The Liberty Ridge preliminary grading plan calls for a fmal slope in that area varying between approximately 2 percent and 3 percent. L ' Central West Margin Area The proposal contemplates regrading of the Protected Slope that runs north to south along the rear of proposed Lots 139 to 158 and eventually crosses proposed Road N. The Liberty Ridge { preliminary grading plan calls for a fmal slope no steeper than 2H:1V. South Central Development Area Regrading of the Protected Slope that runs southeast to northwest along the rear of Lots 423 to 429 and across Lot 408 is proposed. The Liberty Ridge preliminary grading plan calls for the construction of a retaining wall to be located along the rear line of Lots 423 to 425 and a G e o E n g i n e e r s File No. 8296-001-00-1140 • Liberty Ridge L.L.C. September 8,2000 Page 6 recontoured slope across the remaining indicated area with the regraded slope to be 2H:1V, or flatter. Analysis The proposed slope reconfiguration as described above meets the objectives and the criteria of RMC 4-9-250D.2 as previously listed in this letter. All of the Protected Slopes as noted above that will be the subject of additional excavation and retaining wall construction are slopes that were created by the past mining activity. All of these slopes are stable in their present configuration. Provided that the proposed excavation and retaining wall construction is accomplished in accordance with the recommendations in our September 7, 2000 report, it is our opinion that the referenced criteria stipulated in RMC 4-9-250D.2 will be satisfied and that stability of the existing slopes will not be compromised. LIMITATIONS We have prepared this report for use by Liberty Ridge L.L.C. and other members of the project team and consideration by..the City of Renton. The conclusions and recommendations in our report to Liberty Ridge, L.L.C. dated September 7, 2000 are incorporated in this report by reference and should be applied in their entirety. The comments and conclusions in this report may be provided to prospective contractors for bidding or estimating purposes; but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are any changes in the grades, location,configuration or type of construction planned, the conclusions and recommendations presented in this report might not be fully applicable. If such changes are made, we should be given the opportunity to review our conclusions and recommendations and to provide written modification or verification, as appropriate. When the design is finalized, we recommend that GeoEngineers be engaged to review those portions of the plans and ..specifications that relate to geotechnical considerations to check that our recommendations have been interpreted and implemented as intended. There are possible variations in subsurface conditions between the locations of the explorations and some variations also occur over time. Some contingency for unanticipated conditions should be included in the project budget and schedule. We recommend that sufficient monitoring, testing and consultation be provided by our firm during construction to: (a) confirm that the conditions encountered are consistent with those assumed; (b)provide recommendations for design changes should the conditions revealed during the work differ from those anticipated; and (c) to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Our scope of work does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures,except as specifically described in our report for consideration in design. 4 -► GeoEngineers File No. 8296-001-00-1140 Liberty Ridge L.L.C. September 8,2000 Page 7 Within the limitation of scope, schedule, and budget, our services have been accomplished in accordance with generallyacceptedpractices in this area at this time. No warrantyor other P conditions,express or implied, should be understood. Yours very truly, GeoEngineers,Inc. ha. 44,6, �,i, i 0 �/`' x , Gary W.Henderson,PE. ?,r',: : !" 41 Principal O� 14,+ 12�?D`: ,'. , � ,�,� $ G%{ c— iv. ka/oiire � ' i3ft- AL = I; p Z Jon W.Koloski Principal , I GWH:JWK:wd:vc P:\00\finals\829600100SuppNo.l.doc Two copies submitted Copyright°2000 by GeoEngineers,Inc. All rights reserved I I I , I I GeoEngineers File No. 8296-001-00-1140 ----- ; BORING NUMBER: B-2B ------------- ---- -----------------—-----—-------------- =- )PROJECT NUMBER: 5 SHEET: 4 OF• : 7 CH21M HILL . ' pill , H . �-'--- I._ __ ' ___ SOIL BORING LO6 a� ' PROJECT: CENTRON ROAD ALIGNMENT— ��--�� ' ELEVATION: Est. `ROA LOCATION: SEGALE PIT • ' DRILLING CONTRACTOR: DON KENNER DRILLING I DRILLING METHOD AND EQUIPMENT: CKE 75 - MUD ROTARY �' : WATER LEVEL AND DATE: NOT RECORDED START: 2-24-56 FINISH: 2-29-BB LOGGER: B.M.HITEK. ,- 1 SAMPLE ) STD. ____— ----SDIL DESCRIPTION ------ _5--�------------- —-------------; 1 -- per, 1 COMMENTS • : DEPTH : TYPE : R. I TEST : SOIL NAME COLOR MOISTURE IN LI DEPTH OF CASING - -_.� : BELOW INTERVAL: AND : E 1---------: CONTENT RELATIVE DENSITY OR :D D: DRILLING RATE. LRILLING— •)SURFACE. :NUMBER : C : 6'-6'-6': CONSISTENCY, SOIL STRUCTURE ' ID G: FLUID LOSS TEST AND 1 (FT) f (FT) �(FT)� (NI- i MINERALOGY, USCG GROUP SYMBOL :L : INSTRUMENTATION : 90 • 'CO : PT15 :0.5 ; 1 1 _ -SANDY SILT, gray, moat to wet, hard —,Drilled 1 foot when 91.0 -f (yl)' something plugged pua,;, I — 1 1 I• had to bring sample up : . 1 93.0 : .: : early. T . 1 —t ) 1 1 : S16 1.3 : 25-45- SILT gray, moist ta•wet very hard with Changed from till to a '-7 : 1 .60/5.5' thin Lone sand grain thick) partings of massive silt deposit. ' I ' fine grained and spaced erratically : : 95 —: 94.5 1 p : throughout saople (ML). . 1 ; 1 : I —4 r , ', I , I 1 100 —I 100.0 : : : : : : — 1 ; 1 . _ I S17 11.5 : 17-32-451 Same as above, except with silty sand . — I , layers up to 1-1/2' thick (ML). , __ • : —: 101.5 : : : I 1 I 1 1 I : 1 I -- : - , I , I ; I I I 1 , 1 1 _, 1 I , , - , I : ...... -• : 1 1 : 1 1 1 105 - ' . I I • 1 : 1 1 1 1 - , 1 1 / • 1 1 1 1 1 1 1• 1 , • -- ' 1 1 1 1 1 1 1 ' 110.0 ' I 1 , 110 —I -1 . : SIB :0.6-: 3G-60/2': SANDY SILT to SILT, gray, wet, very hard : :Still hitting rocks as ME ' -11:illi• -, ilu. I (ML). : : :drill down. -- --I , 1 . __ . , ; , I — ; : 1 ' . 1 -- 1 1 : 115 II : : , I 1 iii 1 __ . 1 1 1 1 1 I . • , 1 I 1 1 -_ . , 1 1 -- I 1 1 1 1 1 1 1 . 120 -- . •; _ f 1 , 1 1 __ 1 1 1 I I 1 1 1 1 1 1 1 1 - , 1 , • 1 . I • I_ 1 • 1 • —! -r. � =___=_ ANIEEi RDPEEfi:-S iZIKR.-----------T----BORMITERDER7 b=3r nEE:. 1 1 CH2M HILL' • I. ' 1 ------ — — __--_ _ _� _____—______— ________ ______SOIL BORING L06 1 : PROJECT: CENTRO!I-ROAD ALIGNMENT LOCATION: SEGALE PIT. 1 ' ELEVATION: Est. '282 - DRILLING CONTRACTOR: DON KENNER DRILLING ' DRILLING METHOD ANC EDU'PMENT: CHE 75 - MUD ROTARY ' 4 WATER LEVEL AND DATE: NOT RECORDED START: 2-24-88 FINISH: 2-29-8B LOGGER: B.M.N'ITE': I : SAMPLE I STD. SOIL DESCRIPTION IS ! COMMENTS a I DEPTH I : TYPE I R : TEST . SOIL NAME,`COLOR MOISTURE IM LI DEPTH OF CASING 1 BELOW :INTERVAL: AND I E •I---------: CONTENT -RELATIVE! DENSITY OR :8 OI DRILLING RATE DRILLING 11 , I :SURFACE (FT) NUMBER :(�); b'(N1-b'� CONSISTENCY, SOIL STRUCTURE IO 6: FLUID LOSS, TEST AND t MINERALOGY, USCS GROUP SYMBOL IL I INSTRUMENTATION 4 ' ' 120 : 1' i.0 I 819 :1.5 I 23-45- : SILT, I I' gray, Met, very hard, with sand ;—I ' : 60/66 I partings, aassive, with occasional rounded • I I. 1 ; 1 gravel (ML). 1 1 --I 121.5 1 : I I 1 , • I 1 1 1 , 1 1 __ 1 ' • ' 1 1 1 4 I ; 1 -_ , I 1 1 I 1 1 I 1 1 1 R : 125 —: I : 1 —, 1 , 1 1 1 1 1 , , • , , 1 1 1 1 , 1 1 1 1 1 , , , --I 130.0 : 1 =I : 130 —i i I I. I : S20 I1.5 I 19-33- I Sane as above (ML). ' 1I 1 1 1 1 6016' 1 1 1 : - 1 _ , . I 1 1 1 -1 ' 131.5 : ' ' 1 : 1 I -- , 1 • 1 1 , __ I , 1 , 1 1 f 1 1 1 -- ( , 1 1 1 _ A. 1 1 : 135 • i 1 1 I ; 1 1 --- 1 1 1 f : 1 �, 1 1 1 1 1 , ' ' ' 1 1 / --, , I I I 1 , , I 1 1 , 1 1 I , 140.0 I . + 1 1 --, ,4r, __ I 1 : y I I S21 I0:5 128-b0/5': Same as above (ML). , _ 1 ' 1 -i I -- 140.9 I I I - 1 I .1 . 1 , L_ 1 1 1 1 1 , I _1 I 1 . I , - 1 I , I , . 11 1 1 . 1 1 1 , 1 1 --1 'I I 1 ' 1 ' ; I 1 1 ' I I I -- 7 1 1 , I _ 1 , 1 1d[ . I , I 1 I , 5 � , --1 I I 1 : ; 1 I I I 1 1 - 1 1 . I : -; : 1 _I / f , , , , • - 1 , 1 1 ._ : , • • i 1 I --1 1 1 1 , I I I I _ ' 1 , , 1 I ' 1 , I I 1 1 1 1 I ' , -- I 1 I I I • -1 1 1 • 1 -- I I I I I i 1 , , 150 - 1 . 1 , , ' ' -- • ' . 1 ,1 , 1 1 1 1 1 . 1 '-"Ii I I 1- 1 , i I. - - — — .cam.. .,ur��... -� ay..� i iliifiihb dl:Thtti: e-jb SHEET: 6 OF: ; 1 CH2M HILL • --=-�-- i _-----�---- SOIL .BORING LOG • 1 : PROJECT: CENTRGN ROAD ALIGNMENT LOCATION: SEGALE PIT ELEVATION: Est. `282 DRILLINS CONTRACTOR: KENNER DRILLING METHOD AND EOUIPMEKT: CME 75 -.MUD-ROTARY DON DRILLING iii : WATER LEVEL AND DATE: NOT RECORDED START: 2-24-BE FINISH: 2-24-813 LOGGER: B.M.NITEK • . SAMFLE : STD. : ____ SOIL DESCRIPTION ;S : « COMMENTS ' _ DEPTH : : TYPE : R : TEST : SOIL NAME. COLOR MOISTURE — :M L: DEPTH OF CASING,BELOW._ :INTERVAL: AND : E : : 01 CONTENT RELATIVE DENSITY OR .B DRILLING RATE, DRILLING SURFACE : :NUMBER : C ': 66-6'-6': CONSISTENCY, SOIL STRUCTURE, '0 6: FLUID LOSS, TST AND ; iil (FT) . (FT) . {FT)' (N) MINERALOGY, USCS GROUP SYMBL U. : INSTRUMENTATION 150. t 15u.) S22 :u.: 19-2�-55 : , SILT, gray, wet, very hard, with sane : 1 partings, aassive, with occasional •I' ' . 151.5 Iii . gravel (ML). -- 1 —1 ' — • :Drilling started to 1 001 . ' . :harden up At 153 feet. I I 1 I : 155 —: : ' . • , .. 1ill I ' - I 1 ' •: : I ' I . 1 le , : I , 1 — I I / . ' : ..: 1 , , 1 — I I ; j I — 1 1 : I , . I I •I 1 : 160.0 1 1 , 1 -- '160 - - : S23 :0.8 1 44-60/6': SILT, as above with faint trace of . — i bedding in sandier layer.s .(ML). Silty : �'" - — 161.0 i. i i sane in tip, gray, wet, very dense (SM). -- , . - 1 --1 . , , — 1 . . . , . 1 — . ' ' , . : : -- ▪ , , 1 , —' , : 165 , 1 1 _.f I , I —i :- ' : 1 I I : :' —: • 1 /. 1 __: . . a : : . . , : —; I 1 1 : : ' —: : 1 1 , , : 110.0 I 'I ' II . 170 --: = SILTY SAND 1 gray, wet, very dense, 20X : I —; : S24. :0.3 ' 60/5.5" i to 30Z fines, very fine grained sand : : ; 170.5 ; (SM), : After weekend difficult --: - ` : to ae# reds down. ' • -Hole full of water, had --: : : I 111. 1 --1 ` ' ' ' to redrlll portions of : : ; : : :hole. --: . . I. , 1 1 - ' 175.0 : -' t - 1 • I : 175 --: , Sale as above (SM). 1 : I S25 :0.3 : 47-60/3': Fr: , . : : 175.E : : : "-, . . , I . . 1 _i a . . 1 1 , — 1 , , , . ' --' . 1 , , y 1 . •1 . . , a 1 . -- ' , . , : , i 1 : -- —' ' 1S0 --: : . : i --. l': - 1 , -- : ; - . , rI , FIpurr s RECORD OF BOREHOLE 5 Page 2 of. 3 � I See Figure DATUM:MSL DATE:11/5/87-11/6/87 LOCATION: SAMPLER HAMMER WEIGHT: 140 LB-DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER SOIL PROFILE SAMPLES Standard Penetration Test A 'N' Blows per foot I co -I J m w = 10 210 30 40 PIEZOMETER ELEVN DESCRIPTION o a. INSTALLATION , DEPTH M > O w Water Content, percent L_I o z m c I • I Wp Wn WL 195.5 35 • - 35.5 Very dense, dark grey-brown, SP - - fine to medium SAND, trace silt with occasional laminae - of iron stained fine SAND 50 ,,._ 4 I 3' - - F_�, — 40- _I C I 50 - - 11 I+ -45 I I 30 - - • 6 50 A j 1 4• - - Ij - 50- , 1, 178.5 . - - '52.5 Alternating layers of very dense, SP 7 50 _ - A grey, silty,fine SAND, trace to SM 2' _ - . little clay, very dense, brown, silty, fine SAND, and very -55— _I dense, brown, fine SAND, trace - - __ silt 20 - `_ a 25 _ - A � J 40 _ -60- i-, 21 _ �_ 9 I 31 - AL --I 41 -65- 10 _ 10 I 25 _ - A 45 - -i REMARKS: m Standard Penetration Test VERTICAL SCALE: CENTRON Golder Assoc e.S 1 IN. TO S FT. JOBI873-1161 . Figure . , RECORD OF BOREHOLE 5 page 3 of 3 ' 'LOCATION: See Figure DATUM: MSL DATE:11/5/87-11/6/87 1t SAMPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: STEM HOLLOW AUGER SOIL PROFILE SAMPLES Standard Penetration Test - 'N' Blowa per foot m f < cc o u_ , W 10 20 30 40 PIEZOMETER ELEVN DESCRIPTION U ala 3 f" INSTALLATION > > a Water Content, percent DEPTH co O ui • 1 —1m z CD CI I Wp Wn WL 70 25 11 50 _- A I 4" - _ ` 155.5 -75- 75,5' Very dense, grey, fine SAND SM - - ' . and SILT, trace clay _ 12 I 17 50 - - A. ! 6" - "I -80- . 13 I 50 _ I - Li su -85.- - I 30 _ - A 14 I 50 . ;. 5" -. - 140.5 -90- 90.5 Very dense, grey SILT, little SM - - - sand, little clay (ML) 30 - 137.5 15 I 50 _ - A. ' a _ 93.5 Bottom of hole at 93.5' 6 - 95- - -100- REMARKS: ' Standard Penetration Test VERTICAL SCALE: CENTRON 1 IN. TO 5 FT. G� Golder Associates JOB* 8 7 3-1161 • , . • Figure . . 1,-. , 1 RECORD OF BOREHOLE 6 -i, „ ..1 t Page 1 of I • . . . • . . . . . . --'' •LOCATION: So• Fig Lire DATUM:MSL. DATE: 11/5/87 SAMPLER HAMMER WEIGHT: 140 LB-DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER - SOIL PROFILE SAMPLES -----, . - Standard Penetration Test ! . . A "N" Blows per" foot • CO 6 u- ... c 10. 20 30 40 Itt ELEVN _, ca al I t o_ ZO. ±. ' - PIEZOMETER DEPTH DESCRIPTION Ls M >- L- Water Content, percent INSTALLATION - asm .1-- 0 w O z -J 0 • 1 • I p3 Steel Monument cn n Wp Wn - WL Casing ' 231.0 .N.41...., 0 0 Compact, brown, fine SAND, SP _ - dement trace silt I • — - - Bentcnite Slurry _ . ••:i:!..= ..,..;. !..4,• . % . . "' Silica Sand :-•••• a .1;t: - - 5 - -11 . • t -11-417 - - 5.0 _,.E.F.E .... • 1 dense - - .'•• • -------..:•-• i:•';'.:*----:-:.:', , - • !•"......—...P. ,- ' '''' , .:':i --t'...• ^.1 0 ... ' . . ••. : :...ei=-7.--....:4 , • ... .....=. .. . Slotted Zone ." ItEal'it; -I dense very - . • •:fft.M......- _ _.., :.•:.:.. ::-:; . • ..;-:!:. ii-: - - . 1 ' • - 15 - . • ,::::.- :::--' . • • %••••:f: , . — . _ _ ..•-:. .!:.' • -....r. :::. . , . ' •- ' . • . .- - • . . -- . . . • . . 3;t:-:7 •:21 . - . . . 't'.:• 7.1..if ..._, :•:!,-. *•:/.; -20- 206.0 . .:•,.•.:. •::-.. - - ___. • ilF.;.. ''..---! • _ - • :.,;.... ,.;.. .._ _ • . ) . 1::f; :::•:-:.' ,.. 25 25.0 Bottom of hole at 25.0' -.. - _, - - • . . - - . — . . . - - ' _ -30- . • • - - , . . --- . • _ -. . ,..' .. . .- . . ___"... . --- REMARKS: Water level in piezometer at a depth of 5.0 feet on 11-11-87. Lo Standard Penetration Test ... . jVERTICAL SCALE: CENTRON Golder Associates r • I IN. TO 5 FT. • , JOB#873-1161 . • :,..rc6.,I .W.J,L . 14.014.0 : BORING NUMBER: E-1 SHEET: _ OF: - CH2M HILL : ' --"- __ SOIL BORING LOG FR."JEN: CE1'TRCN ROOD ALIGNMENT LOCATION: SESALE FIT ; ELEVATION: Est. `244 • DRRILLIING CONTRACTOR: DON KENNER DRILLING DRILLING METHOD AND EQUIPMENT: CME 75 - MUD ROTARY ; c ; WATER LEVEL AND DATE: MOT RECDRDED START: 2-22-88 FINISH: 2-23-68 LOGGER: B.M.NITEK • SAMPLE : STD. ' SOIL DESCRIPTION :S : COMMENTS c j ' ' : PEN. ; DEPTH I : TYPE ; R : TEST SOIL NA. r---�---- Y �----� BELOW ;INTERVAL: AND ; E ; ME COLOR MOISTURE M LI DEPTH OF CASING, SURFACE : ;NUMBER ; C : 6'-b'-6' CONSISTENCY, SOIL STRUC RELATIVE TTURE, 0 6: FLUID Y OR 8 01 ILOSS, TNG ESTRANDIhG ) (FT) • 1 (FT) ! 1(FT): (N) MINERALOGY,�USCS GROUP SYMBOL L 1 INSTRUMENTATION 1 SURFACE SAND - POORLY GRADED SAND, brown, —;Test hole located on the • slightly moist, fine to medium grained surface of a sand flow. - I I — I ' I -- ' I 5.0 I I Gravel at 4 feet. —' 5 I I —; n , 1 S1 .8 1 8-11-13 1 POORLY GRADED SAND, brown moist to wet, ' ' — (24) 1 medium to fine grained, with occasional 1 I I — 6.5 1' to 1-1/2' minus gravel (SP). j ' I - Gravel at 8 feet. : , I - ; 10.0 : -- --I - . 10 -- - 1 . : : S2 .8 : 19-18-18 Same as .above except very fine grained — : (36) with trace of fines in tip of spoon (SP). ; 11.5 : ; : : 1 : —I E . • 1 •f _• : 15:0 : 1 1 15 —i : : .S3 f1.2 1 16-15-12 SILTY SAND, brown, moist to wet, hard I Lakebed'deposit with _._' `F i 1 (27) with approximately 15X fines and I occasional dropstones. . occasional gravel (SM) with thin _ ; . - I 16.5 1 : interlayers of elastic SILT, brown, moist 1 1 __+ :•(MH to ML). I ' . : I I . , + —i --` : I . ; ' 20.0 ' , I 1 —_ I c0 1 . 1t I : S4 :1.3 : 20-35-44: ' ., (79) : SILT, with approximately 10X very fine 1 ' +. '• sand, gray-brown with mottling, moist to : ` 5 ; wet, hard (ML). I I I -- I I + I ' --. I , --. : . ; 25.0 : ; : : 25 —1 1 • _ 1 PTS :1.3 : -' 1 I `' : 1 Saee as above (ML:. :Pitcher Sampler at 25 : ; : ;feet. -- I I I I ; . 1 , . I __ I 1 I ] • --I 27• .5 : ; I I I I I . I I I ' I . I I ' , I I I , aft --: ; . I I I : ' ' I --; . -- I I : : I : , `' (PROJECT NUMBER: S24614.80 -----------'-------------'--'''-- t - BORING NUMBER: 8-1 SHEET: 2 OF: 5 --__-. CH2M HILL 1 _____� _ . SOIL BORING L06 (` I PROJECT: CENTRON ROAD ALIGNMENT LOCATION: SESALE PIT I ELEVATION: Est. `244 DRILLING CONTRACTOR: DON KENNER DRILLING • ..___ i DRILLING METHOD AND EQUIPMENT: CMS 75 - MUD ROTARY I I EATER LEVEL AND DATE: NOT RECORDED - START: 2-22-88 - FINISH: 2-23-88 LOGGER: B.M.NITEK I SAMPLE I STD. 1 SOIL DESCRIPTION • IS : COMMENTS ' I I DEPTH '— --------: PEN. , ,Y ,--------------- TYPE R 1 TEST SOIL NAME COLOR, MOISTURE IM L: DEPTH OFF CASING, I BELOW - :INTERVAL AND E I ' • CONTENT RELATIVE DENSITY OR IB 01 DRILLING RATE DRILLING (SURFACE 1 NUMBER C : 6'-6'-6' CONSISTENCY, SOIL STRUCTURE :0 6I FLUID LOSS. TEST AND I S 1 (FT) 1 (FT) (FT): (N) MINERALOGY, USCS 6ROUP SYMBOL ,IL I INSTRUMENTATION - 30 - 1 30.0 ; S6 11.1 ' 7-17-29 ! SILT, gray, wet, hard (MU. t —� (46) +1 --' 31.5 1 . , -- � , ' I — . , : 35.0 35 ( , : : . S7 1.0 : 13-31-32 Same as above (ML). ` —I (63) I : i_ 1 - 36.5 t4 1 740 40 —; 40.0 ; ; S8 10.9 12-22-26 Same-as above with thin. (One sand grain — —' (4S) thick) fine sand partings (ML). I ; _-I 1 -- 41.5 : I , , 1 1 -- , , ' I 4`.0 , . -- . : 45 : . : PT9• I1.6 . --I t 1; --I -I I - . , . ' : : : '1; , _ , : 48.0 1 : I ; -- 1, --1 __ __. I S10 :1.3 118-28-43: Same as above. except tip has coarse Sampler Net. ' -- I : : (71) 1 silty non-plastic silt or very fine silty 1' ; ` I: 50 -- 49.5sand (ML) or (SM). , : —+ , , -- . , I ; I --I -- , 1, , , ' , -- II ,--, I I -- S. I I . I I 55.0 I I ; -- 55 --; ' . . - -- :• S11 11.5 25-40-48: SILTY SAND/SANDY SILT, gray, wet, hard to .:Occasional discing in (8B) : very dense, very fine poorly graded sand :sample S11. ' 1 M� or SM). -- 56.5 1 ` ' ' . -- . ' , I --. I --: I : , . _ 60 -- ' --: I : f -- -) I • i. CH2M HILL ! i __.. . . • ---- ; SOIL BORING LOG •: --_w------------------------------------- ----=--------- _ I ' ' ;.PROJECT: CENTROM ROAD ALIGNMENT . LOCATION: .SEGALE PIT -'-- `- : ELEVATION: Est. •244 DRILLING DRILLING METHOD AND ECUIPMEfIT: CIE 75 - MUDROTARY CONTRACTOR: DON KENNER DRILLING ; -HATER LEVEL AND DATE: NOT RECORDED START: 2-22-89 FINISH: 2-223-98 LOGGER: B.M.WITE I SAMPLE STD. SOIL DESCRIPTION IS COMMENTS 4 PEN. ; 4 ! : DEPTH : : TYPE I R. I. TEST : SOIL NAME, COLOR, MOISTURE IM L: DEPTH OF CASING, • : BELON :INTERVAL: AND -'' E : ; p T CONTENT RELATIVE DENSITY OR ICI 0,. DRILLINfi RATE, GRILLINE [_•_! :SURFACE : :NUMBER - C 4.6'-6'-6'; CONSISTENCY SOIL STRUCTURE -- . ' (FT) : (FT). : MINERALOGY SOIL GROUP SYMBOL IL 6I INSTRUMENTATIONFNSD LOSS, IO AND I (FT); (N) I 1 I ' : 60 r,60.0 ; S12 1.1 ' 16 24-281 SILLY SAND to SANDY SILL, gray, wet, —; (52) I very dense to hard (SM to ML). - -- 61.5 : : • ' , 1 ' I I I I 1 I I _- + • I 1. I I I I I I I I 1 I 1 I : I , It II I I I ; ss -- l � , , • 1 . ; , • 1 MI I S13 1 0.8 -:. .7-9-15 : Same as above (SM to ML) with occasional : :Switching over.to Dames 1 F� -- 1 -: (24) I subrounded gravel and layers up to : :Moore sampler at 65 feet. 4 : approximately 2' .thick of POORLY GRADED , -- 66:5 : : 1 SAND, ra wet dense, medium grained 1 i I I , g Y, , 1 : : 70.0 I 1 I --: : 70 --► : r_.�. : : S14 :1.0 : 10-24-28: Save .as above (SM to ML) with poorily : : : -: (32) : graded sand and one 1/4' thick lens of : ; __I I ? ELASTIC SILT or LEAN gray, moist : : : --I 71.5 : : : .: hard,(MN to CL). CLAY, , 1 • ; I l. I I I , I I I I I I ' , --I' , I I ; ; I 1' .75.0 I -- : , 1 , r -.�, : 75 --I . 1 S15 41.0 19-27.35 I Same as above (SM to ML). . , • (62) I : : I f , I 1 MI 7 5 1 ; 1 1 �ti{ 1 I . 6. I I I , 1 -- I - , I I t 1 : --I I : I t I I , I I I --. + I I I I I I I I , , . I �, , I I r:3 : 1 80.0 1 : I -- gG --; : : I PT16 :1.5 : : Same as above (SM to ML) - May have acre I 1 --I ; : 1 sandy zones which washed out of pitcher : :Upper .5* appears toils __; • . . , , , I tube or lowered recovery. • I :slough. 1 NI I ' , I : II I --; I I I I ` • I I T I I I I 1 +; I B,,.G , I I • I • I ,. , --, I ! 1 I ; I, , 4 I I I I ; I I 85 --I , I. I I -- I I I I I I I I --, I : : I I r ; • -' I I I 1 1 I I I I ...• ; I I 1 - I I I I --' I I ;, 1 , I I •• li _ I I 4 , I , : -: I I 1 I , I , I 1 ; I 1 11l. ` 1 II , ;I ; ; I . , I : ; , --; ; I ; I : I• - . 1 • , I I� • i '.t�t! 1I�: '� ?niti: 'l-ti Lfi: b-. Lrt:f, _- i --- --- ___ ____ SOIL BOAIN6.LOG FaO�F'T; CEtITRO! E., ------ i :ROVE '�'' :T, �„rAD ?L.6t:KE:- LOCAT: SEGALE PIT I MILLING 1ETi4^,_""• Aiir =uui`,",Lti-; :II:- 7= y i•'MILLI*��F'y :o°:`iiRe"•.:'l�k: �0�! 'TUNER DF L: S FINISH: :-23-B3 LOSSES: , -- !_---- •h1. r.0 i .tu. 1 Jh.L vL^n•D�Irtl •_ '^ JIr1.. , Vy_\,_ DEFT : _--_---- ; -- 1 TYPE 1 i, 'EST SOIL iL E. COLOR. MOISTURE �y i j 6ELC :INTERVAL; AND E -----___ CONTENT, RE_ATIVI: DEtiSIT DEPTH NG R TEIc. -+ill •. ;SURFACE T ;NUMBER C S"-6'-�"; Y E, :r 0: DRILL:NF RATE, (FT) (F,} ,, - , CONSISTENCY, SOIL STRUCTURE rf' LITNE !' 1 10 5 FLUID LOSS ,EST A;t;II "F•} ,tt, : MINERALOGY,. USC:• 6ROUP SYMBOL iL INSTRUMENTATION __1 , , 1 3.ii it L N J 11 wi: ,in Ayers a o or change t.G iQ er I - ;09; ' elastic'silt. light brown/gray. moist 1 g (brown. __, 1 -- i1.5 very dense (SP!(tiaY have enough silt �o classify as (SN-S?)). 1 , � S16 ,1.5 ; 34-24-22! SILTY SAND with layers of SILT, gray, I ' (46) 9 Yr I , i I wet, very dense fine to sedium grained ' -=I 4d.5 t : ; sand, orange mottling in small area of I ; , mower part of saepler (St( to 'IL}. I ' t , ' 1 ; i 1 ! 1 pi 1144.s 1 : -- E 1�1v �• 2, 4:- : IPterbedded Ft•ORLY •RADED SAND, gray, wet, dense, tEdium grained sand ( P) with ' I jj; 141.,7 ' .• SILT, gray, wet, hard, no mottling al:). 1 : t I 1 1 .MI , • I ,harder drillin atii:t I feet. n FI 14 : 105.4 I I I _ : ` 1 -, 1 SZr ,r•4 35-5O1 S•• POORLY GRADEE. SAND, ' 1 1 dense, , gray! mist, very. I :Drilling mud in same { , wI +�5,4 , -•s_, fine to mediae grained sand (SF). : ibdi, 52' . r _ f '' 1 1 1 1 I I 1 , 1 • 1 1 1 • 1 1 1 1 . , -il 1 1 , i • , r • 1 __ 1 , 1 + •• 1 1 t 1 1 , 1 , 1 1 1 ' ! -- 1 1 I 1 , • II G I 1 ii: ; : SL1 ii.5 i L - E_ SaL, -r" j1 r ! i . • j_p 1� 1•! 1 ,; i •-• t . 60 I:.a contain�.r, some If approximately S. • a .�rv • ' •vef.. IlirE SO r: t ! t --------------------------------- ==-= :PROJECT NUMBER: S24614.50 ; BORING NUMBER: B-1 ., =---- C ; SHEET: 5 OF: ; H2 HILL ' _ _�__-- ___w___�__w_��� SOIL BORING LO6 ' FRGJECT: CENTRN ROAD ALIGNMENT LOCATION: SESALE PIT '— ----" ELEVATION: Est. `244 • DRILLING CONTRACTOR: DON KENNER DRILLING ' ,' ; DRILLING METHOD AND EQUIPMENT: CME 75 - MUD ROTARY I �■ WATER LEVEL DATE: NOT RECORDED START: 2-22-BS FINISH: 2-23-58 LOGGER: B.M.NITEK ' -- -- SAMPLE �- - STD. ~ ---� - SOIL DESCRIPTION -- -- STD. IS COMMENTS ; 1 DEPTH ;� I TYPE R. TEST SOIL NAME COLOR. MOISTURE • -_�Y ��- 1J'v, BELOk ;INTERVAL ANC E -----; CM Lr DEPTH OF CASING :SURFACE 1 :NUMBER 1 C 16'-6'-6': CONSISTENCY, SOIL STRUCDENSITUREY , �0 6 FLUID ILOSS, TESNG RATE, T AND (FT) 1• (FT)• 1 �(FT); (N) MINERALOGY,'USCS GROUP SYMBOL L INSTRUMENTATION : : : , , i I 1 - F, I I I : I -- • -r •: I •. , : 1 -I : . a . I : a --1I : , a . . 1 125.0 I : ' 125 - i I 1 : I .: _S22 • 0.8 : 34-60/6': SILTY SAND to.SILT1 gray, 'wet dense to ' 1 --I hard, very line grained sand-Milo ML). ' : 126.0 .: : _ , , : : : 1 ' -- ...:: , . I ' I 4 , ,ii ' • • : 130 —. I I I I , - • —; . ; -; r I I 1 : -I • 135 — 135.0. _� ' •I PT23 i1.0 1 SILT, gray, wet, hard (ML) I , ii • -;>! -11138.0 ' , l -1 -I I : : , i'40 __ , -_ : _, , : i . ' - : : I I : , : : r : I -, 145 -- 1 r r . r ; ; -r r : ^•• I — r 1 r : : . + I . , : : : -- I I :Installed observatior, , I 1 ;wells flushed hale with -- 1 :clean water. -- 149.5 1 ;-2 foot screen fray 14S -- 1 :to 151.0 feet. I S24 70.4 1 5015' I POORLY GRADED SAND, gray, wet, dense, • 1 I-gravel packed ti. 90.5 —: ' ' ' 148.E ° , i :2edii:4 grained (SF). i Ifeet. ' : r 1 1-bentonite seal to 79.: - 1 END SC,IL RCEINS AT 145.9 FEET. (feet. : 1 Cuttings tc ground -- -,� : surface. I ' , —,_ ow...., ,,,,11. .n,.,,. :,_4oi4u I BORING NUMBER: 8-2 SHEET: 1 OF: 1 : WA ;' , 4 4 : ii, CH2M HILL ===--== I SOIL BORING LOB. ---------- _- ___� w~______ ; PROJECT: CENTRON ROAD ALIGNMEIIT LOCATION: SERALE PIT ; ELEVATION: Est. `280 DRILLING CONTRACTOR: DON KENNER DRILLING ; DRILLING METHOD.AND EQUIPMENT: CME 75 - MUD ROTARY • ; WATER LEVEL AND DATE: NOT RECORDED START: 2-24-88 FINISH: 2-24-86 LOGGER: B.M.WITEI' ,--------------- ------- ~~----------------------- - --------- -- ; STD. ; - SOIL DESCRIPTION I5 I COMMENTS SAMPLE I ;----------- --- '• PEN. ; — M~--------------------;Y ; ' I DEPTH I I TYPE , R : TEST : SOIL NAME, COLOR MOISTURE IN L; DEPTH OF CASING -;j1BELOW (INTERVAL( AND : E ---------: CONTENT RELATIVE DENSITY OR IB 0 DRILLING RATE. DRILLING : _ (SURFACE ' :NUMBER I C -6'-6'-66: CONSISTENCY, SOIL STRUCTURE :0 6 FLUID LOSS, TEST AND •: (FT) (FT) I I(FT) (N) : MINERALOGY, USCS GROUP SYMBOL IL INSTRUMENTATION I : I . —r — : :+ I^Ward 4 gravelly - losing ; • - -- Acirculation - thickened — 1!` • :mud, still losing -— 1 :circulation. — I I I •: I ; — 1 1 -.. I I _ • --1 I : -- 1 1 5.0 1 , 1 1 1 1 1 1 1 I 5 --I 'III • II I Pi_ . Si .2 45-48-32 POORLY GRADED GRAVEL, gray to brown/gray, I wet, dense, I II I --I • , (likely broken by drilling).(6P). : . I yt.5 , , 1 , —1 !il - 1 1 1 I I I I I : 1 1 1 1 , 1 , 1 1 1 , -/ 1 1 1 1 1 1 1 1 1 1 --1 1 . -- I 10.0 I I 10• —I -- I I S2 .4 : 17-34 I Same as above, except gravel up to : :S2 stopped 6' short. : i : 1-1/2', Sample contains some bentonite I .Spoon going down at :-I I 11.0 and (6P.). : Tangle between rocks, ; --: I : I Iwould.bend if continued. —: • -� I : I 'Had to abandon hole, too : — I I :crooked, will try at new --; ! :location. Drill rod bent. I 1 , 1 1 I 1 1 15 — ' ' 1 1 , 1 1 1 1 1 Al , 1 1 1 1 1 t 1 1 1 - 1 -- , / 1 1 1 1 1 1 1 1 1 1 1 i -- • I — I I I I -- 1 1 1 , 1 1 a ._ I I : 20 --I I ~ 1 I 1 1 1 1 1 1 1 , , : -- I I : I 1 1 I I ; 1 -- I -- , , , , 1 1 1 / 1 , , -: I I I --I 1 1 / 1 , .1 1 1 1 1 --I I I . I --: a , 1 1 1 1 , , 11 I 1 1 1 I 1 I 75 ~ , 1 , I a —_1 / / 1 , / 1 1 ; . 1 , , 1 , 1 1 1 , a 1 -- --: , --• .. 1 1 i 1 1 : : : 1 1 1 1 1 } -- 1 1 1 1 1 1 1 , ( / 1 1 1 1 ' _ 30 __ I I 1 1 , i i 1 1 1 1 a , 1 1 1 , 1 _ 1 1 --I 1 1 I —1 ,, a a , , 1 i 1 1 , 1 1 1 , 1 , 1- ,�1- 1�— . ~,1 ----------=--_________________________________________________ ;PROJECT NUMBER: S24614.B0 : BORING NUMBER: B-2E • SHEET: 1 CF: 7�- . CH2M HILL � ' 1 • _,__ __' _ ___ _ SOIL BORING LOG ' 1 1 PROJECT: CENTRON ROAD ALIGNMENT �� LOCATION: SEGALE PIT —_--�-� ELEVATION: Est. `2E2. DRILLING CONTRACTOR: DON KENNER DRILLING DRILLING METHOD AND EQUIPMENT: CME 75 - MUD ROTARY • WATER LEVEL AND DATE: NOT RECORDED START: 2-24-8B FINISH: 2-24-88 LOGGER: BARITE:: i, ' SAMPLE I STD. 1 SOIL DESCRIPTION ~ : _ __ 1 . PEN. ---�----------_ - . Y ) COMMENTS DEPTH 1 ).TYPE ) R I TEST SOIL NAME, COLOR, MOISTURE MA. DEPTH OF CASING, '�, :� BELOW (INTERVAL AND I E ' f CONTENT RELATIVE DENSITY OR ,B 0 DRILLING RAT SURFACE :NUMBER ! C 16 6 -b CONSISTENCY SOIL STRUCTURE, E DRILLING 1 (FT) (FT) 1 ; �0 6 FLUID LOSS, TEST AND I(FT) (N) MINERALOGY, USCS GROUP SYMBOL ,L INSTRUMENTATION -1r77� • 1 ISee Soil boring log for 1B-2 for descriptions of -- __ (samples above 15 feet. I-4th location far test -- 1 ;boring 8-2. 1 I-Drove casino to 10 - __ !feet, Hitclay at approximately 9 feet. 1� ; 5 ; I 1-Will .tryy Dames & Moore :sampler:to see.if it Kill 1 Ifit through casing. .1 ' Drilled to 15 feet then — ' :sampled. ., �_ ! f ' _ -- 1 1 7:11: . . 10 • 1 i 1 r • 1 , 1 1 1_I • ' 15 --I - : Si 1.5 1 1-4-3 Top 4': SILTY SAND to SANDY SILT, gray, Sample'SI taken with • --1 16.5 ; 1 (7) wet, Medium firm (SA to.ML). Dames & Moore saspler. ',-.- 1 1 Bottom 14': LEAN CLAY, gray, wet, medium fin (CL). 17.0 ST2 2.3 Material seems to firs up — `A �1 19.0 Iat bottom of Shelby tube . 1 S3 -�1.5 4-4-7 1 LEAN to FAT CLAY, brawn wet stiff (CL 1 • push. — 20 --; (11) ! to CH). ' ' :S3 taken with SFT I ` 2' to 3' la in center of sample: ; :sampler. — yyer -ii • --I 20.5 : SANDY CLAY brown, wet, approximately 201 I / medium to fine grained sand (CL): ; -- 1 1 • 1 1 1 Hit gravels at 23 feet. 25.0 ' 25 - j 1 1 '• . S4 0.3 ; 42-47- POORLY GRADED GRAVELLY SAND, brown, ! ; , --:_ b0/5' Moist, very dense, ma be weathered till, 1 - I 1 yy approxieatel 201 to 251 1' Minus gravel, -- 26.4 rock in samele broken, likely larger rock present {S?„ -- - 1 -- -__; ; 1 , 1 , I ; __1 I 30 --'t 1 1 _1 1 1 - 1 1 ' 1 • --1 ' , 4 1 • ' 1 1 1 --} 1 1 S 1 1 1 ... 1 1. T71.1 c_=-_ --- ,;n;,,;t.i huaacn: c,[4a1.4.a ,u : BORING NUMBER: 8-2B SHEET: 2 OF: 7 CHH2M HILL - - SOIL BORING LOG . PROJECT; CENTRON ROAD ALIGNMENT LOCATION: SEGP.LE PIT — --~_ I' ELEVATION: Est. '282 DRILLIN6 CON— TRACTOR: DON KENNER DRILLING ', DRILLING METHOD AND EQUIPMENT: CNE 75 -*MUD ROTARY IMI,IMF WATER LEVEL AND DATE: NOT RECORDED START: 2-24-68 FINISH: 2-24-8 ! -- ------- 8 LOGGER: B___NIT I-------------------- i la I SAMPLE I STD. I SOIL DESCRIPTION s ' ;- ------------- ----I PEN. ----IY COMMENTS DEPTH I R ; TEST I SOIL NAME COLOR MOISTURE IM LI DEPTH OF CASING ( , BELOW ,INTERVAL, TYPE E I---------. CONTENT RELATIVE DENSITY OR IB OI DRILLING RATE, DRILLING SURFACE ' NUMBER C 1 6'-6'-6 CONSISTENCY, SOIL STRUCTURE '' (FT) (VT) (FT), (H) MINERALOGY USCS GROUP SYMBOL 10 6I FLUID LOSS, TEST AND , _ .L INSTRUMENTATION ' 30 : I 30•0 I 55 L .6 ; 50-bu,4'; POORLY GRADED SAND, gray/brown, slightly ;-"- -= • ' moist to moist, dense, fine grained sand ; 30.9 I ). I I • ! 35.0 :`. • • -I. 35 —1 -- 1 I S6 0.4 f 6016' I SANDY SILT to SILTY SAND, ray/brown, --' g -- 35. moist, hard to very dense, thinly layered - ' (ML to SM). • - , Gravels at 37 feet. --I . . • , 40.0 : ,Sand at 39 feet: --: 40 --I III 1-----___' S7 ▪ NR _ 60/6" NO_RECOVERY — -- 40.5 I , , , , .16ravels at '43 feet. --; P --: ' + , a 45.0 S p SB I▪0.3 ' 60/4' I SILTY GRAVEL, brown, moist to wet, very -- 45.3 ; dense, approximately 402 SILT, subrounded , -1 __ i I ravel, larger gravel is broken, angular , , i , , , , , -- a ; + , , , 1 , I_ , , , , + + , , , I 50.0 , I - NI 50.1' S9 I NR I 60/1' 1 NO RECOVERY. , • I , , , ampler lacks like it is I • I I (bouncing on a rock - will ' — I ; (try Daces & Mocre I sampler. —I - I-Very slowdrilling, took I • i I I lover an hour to drill 5 --i - . I Ifeot interval fro 50 to I I 55.0 I I I55 feet. --; 55 --I I ' S10 I0.2 I 60/S` ROCKS, 2' to 3' diameter with 1' ' . 55.4 recovery of crushed rock in a matrix of I ' -_( , , silt, say be slough. , ' r , , I ----------------- 771 ----__=__ irnudtLi RU &h: 5:4614.B0 : BORING NUMBER: B-ZG ------SHEET: OF--�- CH^P HILL ; : --' ---- SOIL BORING LOG ., • • • .t ---________________________ PROJECT: CENTRON ROAD ALIGNMENT LOCATION: SHALE PIT ELEVATION: Est. `2E2 DRILLING CONTRACTOR: DON KENNER DRILLING DRILLING METHOD AND EOUIPNENT: CME 75 - MUD ROTARY WATER LEVEL AND.DATE: NOT RECORDED START: r I ,_________ .Z-24-68 FINISH: 2-24-88 LOGGER: E.M.NITEK A) SAMPLE STD. w---_+-----�' I : PEN. SOIL DESCRIPTION S ; COMMENTS SOIL NAME. COLOR MOISTURE �- Y• DEPTH : ; TYPE ; R TEST ; � M.LI DEPTH OF CASIH6, i BELOW INTERVAL AND . E. -- CONTENT RELATIVE z DENSITY OR B 01 DRILLING RATE, DRILLING SURFACE : NUMBER C 6'-6'-6' CONSISTENCY, SOIL STRUCTURE 0 G: FLUID LOSS TEST AND (FT) I (FT) (FT) (NJ MINERALOGY, USCS GROUP SYMBOL L I INSTRUMENTATION ' I ') eu.0 Sii 1U.3 : 53-600/5=; BROKEN GRAVEL and LOOSE SAND wet, dense, ' , drilling mud in sample (GP, SP). . ' �� 60:9 I __ , - I . , . - "..,m1 - I . I , •I -- I I • : I • : 65 -- I I I .4 . f. - , , : I ' I I , I I I I - : - ' I I I :Drilling changed at 69.5 : # I S12 :0.6 :: 47-60/S': Meet. --; • �. SILT, brown in upper 3' to 4 , gray `" below, moist to wet, very hard (ML). :Layered unit, lakebed I 70:9 I -- • :deposit. ; 75.0 . -- i, .:." - .: 75 --( I I :. S13 .0.9 i 33-60/5': SILT with GRAVEL, gray. wet, hard, --' " - I --; . g yy Appears to be bacY. in ; approximately 10I to 201 Gravel 1 to 2 till. Saa11 fractured -' I 75.9 . I large gravel. with 3' to in thick zones of : '! — I I I saall roundedgravel (ML). (•)znnt in sample olo, :brown to gray in color, Isli htly waist, alaost - gg :looY.s brecciated. _- ,1 — .80.0 I I __' I 514 0.3 : b0/5.5' : SILTY SAND, gray, wet, very dense 20X to : ;I --: 80.5 , '� 30X fines, fine grained sand, with ; ' t . --: occasional drops ones - till (SM). , . • �; __ . j j I ' I I t • 1 : I . I __I li LOG OF TEST PIT DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION TEST PIT 1 0.0-9.5 SP Brown fine to medium sand with a trace of silt and occasional gravel(medium dense to dense,moist to wet) Test pit completed at a depth of 9.5 feet on 09/19/94 Moderate ground water seepage observed at approximately 8.0 feet Severe caving observed sample obtained at a depth of approximately Disturbed soil P PP Y 4.0 feet TEST PIT 2 0.0-6.5 SP Brown fine to medium sand with a trace of silt(medium dense to dense,moist to wet) Lenses of fine sand with silt @ 6.0 feet Test pit completed at a depth of 6.5 feet on 09/19/94 Moderate ground water seepage observed at approximately 6.0 feet Severe caving observed TEST PIT 3 0.0-7.0 SP Brown sandy fine gravel with a trace of silt(medium dense to dense,moist) 7.0-10.0 SP Brown fine to medium sand with a trace of silt(dense to very dense,moist) Test pit completed at a depth of 10.0 feet on 09/19/94 No ground water seepage observed Moderate to severe caving observed Disturbed soil sample obtained at a depth of approximately 2.0 feet • THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. LOG OF TEST PIT Geo /Engineers . 4 LOG OF TEST PIT DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION TEST PIT 4 0.0-2.0 SP Dark brown fine to coarse sand with a trace of silt and occasional gravel(medium dense,moist) 2.0-4.5 GP Dark brown sandy gravel with a trace of silt(medium dense to dense,moist) 4.5-12.0 SP Dark brown fine to medium sand with a trace of silt(dense to very dense,wet) 1 Test pit completed at a depth of 12.0 feet on 09/19/94 • Slight ground water seepage observed at approximately 4.0 feet j 7 Severe caving observed Disturbed soil sample obtained at a depth of approximately 3.0 feet TEST PIT 5 0.0-14.0 SP Brown fine to medium sand with a trace of silt(medium dense to very dense,moist) Test pit completed at a depth of 14.0 feet on 09/19/94 • No ground water seepage observed Severe caving observed TEST PIT 6 =� 0.0-15.5 SP Brown fine to medium sand with a trace of silt and occasional gravel(medium dense to very dense,moist to wet) Test pit completed at a depth of 15.5 feet on 09/19/94 Slight ground water seepage observed at approximately 5.5 and 11.0 feet _k Severe caving observed f THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. LOG OF TEST PIT Geo.,Engineers • LOG OF TEST PIT DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION TEST PIT 7 7 �a 0.0-3.0 SP-SM Brown gravelly fine to medium sand with silt(medium dense,moist) 3.0-6.5 SP Brown fine to medium sand with a trace of silt(dense,moist) 6.5-8.0 SM Gray silty fine sand(dense to very dense,wet) 8.0-18.5 SP Gray fine sand with a trace of silt(dense to very dense,wet) Test pit completed at a depth of 18.5 feet on 09/19/94 Slight ground water seepage observed at approximately 2.0 and 8.0 feet Severe caving observed I TEST PIT 8 0.0-2.0 SP Brown fine to medium sand with gravel and a trace of silt(medium dense,moist) 2.0-7.0 SP Dark gray fine to medium sand with a trace of silt and occasional gravel(dense to very dense,moist to wet) 7.0-11.0 SP Brown fine to medium sand with a trace of silt(very dense,moist to wet) 11.0-13.0 SM Tan silty fine sand(very dense,moist) 13.0-16.0 ML Bluish gray silt with clay(hard,moist) • Test pit completed at a depth of 16.0 feet on 09/19/94 Very slight ground water seepage observed at approximately 2.0 and 11.0 feet I ; Moderate caving observed Disturbed soil sample obtained at a depth of approximately 8.0 feet {�I a_t i. If 9 P THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. � �p• LOG OF TEST PIT Geo Engineers LOG OF TEST PIT aL DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION TEST PIT 9 0.0-3.0 GM Brown gravel with sand and silt(very dense,moist) 3.0- 16.0 SP Brown fine to medium sand with a trace of silt(very dense,moist) , 16.0-17.5 SM Tan silty fine sand(very dense,moist) 17.5-20.0 SM Brown silty sand with gravel(very dense,moist)(cemented) Test pit completed at a depth of 20.0 feet on 09/19/94 No ground water seepage observed j , Minor caving observed TEST PIT 10 0.0-1.0 SM Gray silty sand with gravel(very dense,moist) 1.0-19.0 SP Brown fine to medium sand with a trace of silt(very dense,moist) Test pit completed at a depth of 19.0 feet on 09/19/94 I ; No ground water seepage observed Minor caving observed TEST PIT 11 0.0-2.5 SP-SM Dark brown fine to coarse sand with silt and gravel(dense,moist) 2.5-6.0 SP Light brown fine to medium sand with a trace of silt(medium dense to dense,moist) 6.0-9.5 SP-SM Gray fine to medium sand with silt(medium dense,moist) 2 foot layer of hay and rotted wood 9.5- 14.0 SP Brown fine to medium sand with a trace of silt and occasional gravel (medium dense,moist) 14.0- 16.5 SP Grades to medium sand(medium dense to dense,wet) Test pit completed at a depth of 16.5 feet on 10/17/94 r`. Ground water seepage observed at a depth of 14.0 feet r• Caving at and below seepage Disturbed soil sample obtained at a depth of 5.5 feet i THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. LOG OF TEST PIT Geo.,Engineers 171 • LOG OF TEST PIT ;i �" DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION 1 ;1 (FEET) SYMBOL DESCRIPTION r-'.,� TEST PIT 12 Jj.I 0.0-2.7 SP Brown fine to medium sand with gravel and a trace of silt(medium dense to dense, moist) ` 2.7-3.5 SP Brown gravelly fine to coarse sand(dense,moist) 1 r f 3.5-4.5 SP-SM Dark brown fine to medium sand with silt.and gravel(dense,moist) 4.5-6.0 GP Brown sandy gravel(dense,moist) 6.0-9.0 SP • Brown gravelly fine to medium sand(dense,moist) ti 9.0-10.5 SP-SM Gray fine to medium sand with silt partings(dense,moist) , )- 10.5-15.0 SP-SM Brown fine to medium sand with gravel and silt partings(dense,moist) in\i • Test pit completed at a depth of 15.0 feet on 10/17/94 I Ground water seepage observed at 14.0 feet - 1 Caving observed at 14.0 feet ,'`f-: Disturbed soil samples obtained at depths of 2.0,3,0 and 13.5 feet 7 1-,- TEST PIT 13 1', I 0.0-1.5 GP-GM Brown sandy gravel with silt(medium dense,moist) ,-�' 1.5-3.5 SP Brown medium sand with gravel and a trace of silt(dense,moist) 7' i 3.5-4.5 GP-GM Dark brown gravel with silt and sand(dense,moist) ' 4.5-7.0 SP-SM Light brown fine to medium sand with silt and occasional gravel(dense,moist) fl1 7.0-12.5 SP Gray fine to medium sand with a trace of silt(dense,moist) . 3-foot layer of organic material and tree parts 12.5-13.0 SM Gray fine silty sand(dense,moist) J _U 13.0- 16.0 SP-SM Brown fine to medium sand with silt(dense,moist) }- Test pit completed at a depth of 16.0 feet on 10/17/94 1 , 3 No ground water seepage observed No caving observed Disturbed soil samples obtained at depths of 4.0,and 5.0 feet 1 1' • ", ) : THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. r", + 1 ;, LOG OF TEST PIT Geo.�Engineers r'T7 LOG OF TEST PIT.. I • DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION =- (FEET) SYMBOL DESCRIPTION r TEST PIT 14 0.0- 1.5 GP Brown sandy gravel with a trace of silt(medium dense,moist) 1.5-5.0 SP Brown fine to medium sand with a trace of silt and occasional gravel(dense,moist) 5.0-15.0 SP-SM Gray fine to medium sand with silt(dense,moist) iY Increasing particle size and decreasing silt content with depth ' Grades to wet Test pit completed at a depth of 15.0 feet on 10/17/94 Ground water seepage observed at 14.0 feet Caving observed at 14.0 feet r•I • Disturbed soil sample obtained at a depth of 3.5 feet TEST PIT 15 0.0-2.0 SP Light brown fine to median sand with a trace of silt and occasional gravel(medium dense,moist) 2.0-8.0 GP Brown sandy gravel(medium dense to dense,moist) Grades to gravel with a trace of sand(medium dense to dense,wet) Test pit completed at a depth of 8.0 feet on 10/17/94 I Ground water seepage observed at 4.5 feet,with a significant flow at 6.0 feet Severe caving observed Disturbed soil sample obtained at a depth of 5.0 feet TEST PIT 16 0.0-2.0 SP-SM Brown gravelly fine to medium sand with silt(medium dense,moist) 2.0-9.5 GP Gray sandy gravel(medium dense to dense,moist) Grades to wet • Test pit completed at a depth of 9.5 feet on 10/17/94 Ground water seepage observed at 8.0 feet Severe cavingobserved THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. /I�Is. LOG OF TEST PIT GeoEn ' eers $.I I LOG OF TEST PIT . DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION 1 T, (FEET) SYMBOL DESCRIPTION , TEST PIT 17 0.0-2.5 GP Brown sandy gravel with a trace of silt(medium dense,moist) 2.5-5.5 GP Gray sandy gravel(medium dense to dense,moist) . t 5.5-8.5 GP Brown gravel with sand and a trace of silt(medium dense to dense,wet) Test pit completed at a depth of 8.5 feet on 10/17/94 Ground water seepage observed at 8.0 feet Caving observed at 3.0 feet TEST PIT 18 j i 0.0-6.0 • SP Light brown'fine to medium sand with occasional gravel and a trace of silt(medium L__!" dense,moist) • r 1 • Grades to medium dense to dense,wet) �.- " Grades to wet Test pit completed at a depth of 12.0 feet on 10/17/94 jGround water seepage observed at 6.0 feet ,r", Caving observed at 5.0 feet I ' a i; I TEST PIT 19 ',-- 0.0-3.0 GP Brown gravel with sand and a trace of silt(medium dense,moist) 3.0-8.0 SP Brown fine to medium sand with a trace of silt and occasional gravel (medium dense,moist to wet) Test pit completed at a depth of 8.0 feet on 10/17/94 Ground water seepage observed at 6.0 feet Severe caving observed i .i i THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. IT k LOG OF TEST PIT Geo��Engineers • - LOG OF TEST PIT DEPTH BELOW SOIL GROUP GROUND:SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION I TEST PIT 20 0.0- 1.0 GP Dark brown sandy gravel with a trace of silt(medium dense,moist) 1.0-7.0 SP Brown fine to medium sand with occasional gravel and a trace of silt (medium ! dense,moist to wet) Test pit completed at a depth of 7.0 feet on 10/17/94 Ground water seepage observed at 6.0 feet Severe caving observed • {3` TEST PTT Zl 0.0-3.0 SP Brown fine to medium sand with occasional gravel and cobbles and a trace of silt (dense to medium dense,moist) i� 3.0-7.0 ML Gray silt with clay and a trace of sand(very stiff,moist) 7.0-10.0 ML ' Gray sandy silt(very stiff,moist) " Test pit completed at a depth of 10.0 feet on 10/17/94 No ground water seepage observed No caving observed f r`- THE DEPTHS ON THE TEST PIT LOGS,ALTHOUGH SHOWN TO 0.1 FOOT,ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. ram, • ��En LOG OF TEST PIT Geo� eers > Figur• 1 ' • - . RECORD OF BOREHOLE 1 Page 1 of 3 1 'LOCATION: See Figure DATUM:MSL DATE:11/3/87 - 11/5/87 SAMPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: HOLLOW '_ _ STEM AUGER �I SOIL. PROFILE SAMPLES` 7 1 1 Standard Penetration Test coA 'N' Blows per foot tLU �m U. 10 2i0 3i0 40 P I E Z O M E T E R �'ELEVN DESCRIPTION U .m a_ 3 n INSTALLATION Water Content, percent DEPTH w j i- O mi- . ' �Io z m o Steel Monument Wp Wn WL Casing V3 �1.0 0 ` I Compact, brown, gravelly, fine SP Cement y../. to medium SAND, trace silt - i270.5 ?.5 Very dense, brown, fine SAND, , SP - little to some silt, trace SM 8 \ \ gravel 1 18 1268.0 38 - 5 - 5.0 Dense, brown, fine to medium SP 1 ' SAND, trace silt with occasion- SM 2 10 - - •�. \ \ al iron staining and thin 33 - _ layers (1/4-1/8") of very 1$: _� dense, brown, silty, fine SAND, 3 35 - - .A. \ \ e trace to little clay (SM) 41 becoming very dense at 7.0 ft. \ \ I 14 =10 = 4 24 A .. • \ ) / 5" - - E.) 21 - 15 - _ �� i T 6 5� - A 5" - - L � 2[_8_- - • � � I 7 50 - N " _ 5 _20_ Bentonite Slurry I - - 23 _ _ . I 8 50 - - A5" • ' -25- L_, little to some gravel, - \ coarser SAND 9 I 4"- A - \ \ -30- \ ill . - - - - is). - - I - 10I 6. - \ REMARKS: Groundwater encountered at a depth of 48.5 feet. C Standard Penetration Test Water level in piezometer at a depth of 52.4 feet on 11-11-87. y1, VERTICAL SCALE: CENTRON 1 IN. TO 5 FT. 7 Associates JOBI873-1161 ti i Figure RECORD OF BOREHOLE 1 Pape 2 of 3 �'[ LOCATION: See Figure DATUM:MSL DATE:11/3/87-11/5/87 1 SAMPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: STEM HOLLOW AUGER ISOIL PROFILE SAMPLES Standard Penetration Test • ( I • A 'N' Blows per toot I- m j �¢ w " 10 20 310 40 PIEZOMETER 1"-LEVN DESCRIPTION 0 co } 3 /" Watir Content. percent INSTALLATION ,y4EPTH co Z F OJ C ,I H m Wp Wn WL 7Ir.5Very dense. brown, fine to Sp medium SAND, trace silt, trace - - Ben ton itc Slurry gravel 29 i 11 I 50 - _ ,I___2.5 — - 40- \ \� 1 ;1.5 Very dense, brown-grey,fine to SP - \� medium to coarse SAND, trace 1 silt, little to some gravel 50 12 I _ 6. A. \ 227.5 -45 - �\ ,5 Very dense. brown-grey, fine to SP - - medium SAND, trace silt i13 1 50 - �► — . z4 5o t2.7 - 50- - 150.3 Very dense, grey-brown, gravelly, SP • - - ! , fine to medium to coarse SAND, - trace silt - - 11-11-87 0 14 I 50 - - - A5Z.4�, \ 4" _ - - 55 - °I IS I 40 - - A . s t { �2.5 -60 - s_, F-5 - - = ;'' I Very dense, grey-brown, medium SP - - to coarse SAND and fine gravel, Silica Sand ►, - ' trace silt 11 _ - _ ti 16 I 50 - - A - 4 - Slotted Zone ex'- 17 50 I ;-.. 1 3 - 1 - -� REMARKS: E Standard Penetration Test I L� VERTICAL SCALE: CENTRON 1 IN. TO 5 FT. �� Golder JOB*873-1161 .;`, Figure l ; ' RECORD OF BOREHOLE 1 page 3 of 3 LOCATION: See Figure DATUM: MSL OATE:11/3/87-11/5187 i BORING METHOD: HOLLOW '' SAMPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. STEM AUGER f - r�, SOIL PROFILE SAMPLES Standard Penetration Test - -- A 'N' Blows per foot a, r- �^ cc co a 10 20 20 40 J to = PIEZOMETER '�iLEV N DESCRIPTION o 2 } 3 0- INSTALLATION � a Water Content, percent 1EPTH 1 o Z ~ o I • I • N m Wp Wn WL j ?0 _ '� `;f �_D2.0 _ - . Slotted Zore 4'. 71.0 Very dense, grey-brown, fine GP �." GRAVEL, little to some coarse to 17 - �t: ' medium sand, trace silt 18 ( 17 �• `'•' ?1 1 5" - Silica Sand t+ • (` -75 - ..:1 :: 12 Cuttings • 19 17 AIL r94.0 — 50 .179.0 Bottom of hole at 79.0' � 6" -80- . —85— ` • ill - —90-- - 95- i si- 1--', - 1' 1 '? -100- REMARKS: E Standard Penetration Test j` VERTICAL SCALE: A CENTRON 1 I N. TO 5 F T. eaGoldefr Associates JOB• 8 7 3-1161 I, __ r Figure Pa pa 1 RECORD OF BOREHOLE 2 g, 1 of 1 !r LOCATION: See Figure DATUM:MSL DATE: 10/29/87 ' SAMPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER r-- SOIL PROFILE SAMPLES Standard Penetration Test I�_ co I- A 'N" Blows per foot • m rc co a 10 20 30 40 ui 1 1 1 t (�'.EVN -I m a a; = PIEZOMETER DESCRIPTION o m } 3: INSTALLATION EPTH > f- p 1a Water Content. percent 11 Z CO F Steel Monument co •`-- m Wp Wn WL Casing. '9.5 0 I I N' li_. Compact, brown, medium to coarse SP I Cement SAND and gravel, trace silt - Bentonite Slurry ,; dense 1——-- _ .iii : '� •i__ - 11-11-87 3.4 14 - 5 - i compact 2 12 �. 12 • 24 ,; r 3 I 15 _ - 1. � ' f _ l;'ense,-Frown,tine me�m \ u 9 ' _-_SAN Ltrac�s.ilt_ SP 13 - 10 — '.5- - Dense, brown, gravelly, coarse SP 4 15 - - 'IA. �+ SAND with interlayers of dense, GP , 32 brown, fine to medium•SAND, - -.'~ `, trace silt and dense, brown, 10 - - • ~ , ' • sandy GRAVEL 5 I 13 _ • �� Silica Sand 21 _ - :! 12 • 6 16 - 15 - • 39 7 I 13 - - • k. 18 _ - -20- Slotted Zone , -. 2 :; _ '� :.M% 18 - - `: z :.��� u6.0 8 I 20 - - .•� `•. .- 23.5 Very dense, brown, fine to SP 50 _ _ =�., medium SAND, trace silt 3' ,— -25- ' Cavings ',• 12 -: c° : J 'NY, 200.5 9 40 0 - ?q„0 Bottom of hole at 29.0' 5' -30- - REMARKS: Groundwater encountered at a depth of 4.5 feet. L Standard Penetration Test __ Water level in piezometer at a depth of 3.4 feet on 11-11-87. -. VERTICAL SCALE CENTRON 1 [N.1,T0 S FT. f es JOBI873-1181 T I / ., g Figure RECORD OF BOREHOLE 3 Page 1 of 3 1 i7 LOCATION: See Figure DATUM:MSL DATE: 10/29/87-11/3/87 E SAMPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: HOLLOW r lSTEM AUGER ,1---, SOIL PROFILE . SAMPLES Standard Penetration Test . A 'N' Blows per foot m co ¢ CDl+ 10 20 310 40 wI PIEZOMETER al LEVN DESCRIPTION U M >- �O d Water Content. percent INSTALLATION iEPTH o z ro c . I • I Steel Monument w m Wp Wn WL Casing J0.0 0 I Dense, brown, gravelly, fine to SP '�,- �`� medium SAND, trace silt to a dense - - Cement ,. �- brown, medium to coarse SAND, - - , trace gravel 45 - 1 32 - 1 i .10 5 • 2 17 _ _ X Li21 4_ 21 - - 14 -10 - • 11. LH - _ 2I - - =� I r 5 17 "� a l' � 12 - 15 - - \\ • ! . - I 18 - - A ... . No � 15 - - u u 18CV 18 - - ` 1\ • • 15 �� 8 I 22 • •A 28 _ -25- very dense - - Benetonite Slurry 18 _ - A II 32 4----30- H.5 I Dense, brown, fine to medium SP - - SAND, trace silt . II ' ' 1516 - - J,. 10 . 19 - - REMARKS: Goundwater encountered at depths of 51, 56, and 76 feet. EL Standard Penetration Test Water level in piezometer at a depth of 73.3 feet on 11-11-87. VERTICAL SCALE: CENTRON �; 7 IN. TO s FT. gt9 rAssociates JOBI573-11e1 T Figure i-, : . RECORD OF BOREHOLE 3 Pig. 2 of 3 . LOCATION: See Figure DATUM:MSL DATE:10/29/87-11/3/87 r SAMPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER SOIL PROFILE SAMPLES Standard Penetration Test • -N- Blows per foot CO enco 10 20 30 40 < w W _ I , ' PIEZOMETER 1LEVN DESCRIPTION o - r 3 a Water Content, percent INSTALLATION en IDEPTH co ` F- O W . ° m GII • j Wp Wn WL rr _ 35 ,\`\ 1 very dense - - ' ' 22 11 1 24 A ��i0.5 32 r ' L5 Alternating layers of compact, ML - 40- brown, silty, clayey, fine SAND SM - - and compact, blue-grey, clayey _ 1--; SILT - \ f 12 5 - �- Bentonite Slurry— I ( 5 - - I� , ,5 - _ -45 - .� 1 1i Alternating layers of very dense, - - brown, silty fine SAND, trace SM ! J clay and very dense, brown, fine - ' . r • - to medium SAND, trace silt 22 - - - 13 50 _ .- \ \1.___ 6" - 50- I� i 24 - _ 1 14 I 50 • 6" - - I , • —55— IJ 15 I 50 5" _ _ 1 `7.5 - - 5 Very dense, grey, silty, fine SM I 50 - SAND,trace to little clay with 16 l I - 4" A. - -, occasional gravel (Till) -65- • 50 AL . ..., i,, [�� Sand—Silica Sand • .. r jj REM rn ARKS: l l I Standard Penetration Test I_ VERTICAL SCALE: CENTRON --{ 1 IN. TO 5 FT. �0 CsO f JO8#873-1161 • Figure (_ •RECORD OF BOREHOLE 3 Peg. 3 of 3 { LOCATION: See Figure DATUM:MSL DATE: 10/29/87-11/3/87 • SAMPLER HAMMER WEIGHT: 140 L8.,DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER ISOIL PROFILE SAMPLES 4 Standard Penetration Test al f- 'NI" Blows per foot N Q • co a,. 10 20 30 40 W W a; _ ' ' ' ' PIEZOMETER ELEVN DESCRIPTION O co )- 3 a Watir Content. percent INSTALLATION i ;DEPTH CO M I-• O W L.�I 0 z m to 1. • I cn Wp Wn WL r 1 _ . + I50 _ r 18 4„ 11-11-87'• l - • 73.3 1 '24.0 _ 75 • `-1.76.0 Very dense, brown, silty, fine to medium SAND (SP) and very - - dense, brown-grey sandy SILT, 50 jtrace clay (ML) 19 I 6" - p20.0 -80- — . 80.0 Very dense, rey, fine to - - : ' medium SAND grey, - - e• Silica Sand �•. ' L217.0 32 ':::— ,B3z0 Very dense, brown, silty, fine 20 I 50 A L SAND, trace clay (SM) 5„ - - • ;::•7 I —85 - - 21 I 40 - - - 41 - - (209.0 =90= -__ 1— slotted Zone -,91.0 Very dense, grey, silty fine ='•• SAND (SM) - - i • 30 A E=r - _I • 22 I 50 _ - .r'. a04.5 5~ - 95^ - • `I95.5 Very dense, grey, clayey SILT, - '`"" = trace fine sand (ML) with _ occasional laminae of grey fine 30 SAND (SP) 23 I 23 - - -'�01.0 ' 47 - 99.0 ' Bottom of hole at 99.0' -10 0- - - .It' "n REMARKS: Standard Penetration Test VERTICAL SCALE /7 CENTRON 1 IN. TO 5 FT. a iJOB# 873-116i 4 n t-- t RECORD OF BOREHOLE.4 Figure . Pape 1 of i 1 LOCATION: See Figure DATUM: MSL DATE: 10/25/87 ',__i SAMPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER SOIL PROFILE SAMPLES T `t ' Standard Penetration Teat • r- -N' Blows per foot Q m “-- 10 20 30 40 r_l co - ' PIEZOMETER ELEVN DESCRIPTION U aa a_ INSTALLATION _I DEPTH - ao m i- p w Water Content, percent c z co a 1 • 1 Steel Monument i m Wp Wn WL Casing 4 ! 231.0_ fir= t_+ 0 Loose, brown, fine to medium SAND, SP 0 Cement 1%' 1.3C,0_�race silt and trace gravel - - • ii 0 SP - " Compact, brown, fine SAND, 4 q \ 5 trace silt i 1 10 - - Bentonite Slurry I 3 - 5 - : 11-11-87 i7r' \ :- 73 - - A. 5.0 7 1 1 dense———— 9 - - C.)y\ • ( - I \t+ 3 13 - f 47- 15 - - ot . 19 N 1 very dense 15 T 5 .1 20 - y-' dense - � IZI:::: ' 121 - - A • : • Very dense, tan, clayey SILT ML 13 •~ .?,_ 1212.5 NAI 4 7 15 - - A _ 1 118.5 Dense, brown, fine to medium SP 50 - SAND, trace silt 5" -20- Slotted Zone '' 15 - 1 �.r 50 _ - 205_5 -25- Silica Sand • 125.5 Blue-grey, Silty.CLAY, little CH - - fine sand •` 203.5 - - '27.5 Bottom of hole at 27.5' - - - -30- • u. REMARKS: Groundwater encountered at a depth of 6.0 feet. C Standard Penetration Test _ I Water level in piezometer at a depth of 5.0 feet on 11-11-87. I i VERTICAL SCALE: CENTRON 6 Golder Associates 1 IN. TO 5 FT. 0 L' J O B+f 8 3-1181 r Figlira RECORD OF BOREHOLE 5 Page 1 of 3 • LOCATION: See Figure DATUM:MSL DATE 11/5/87-11/6/87 •SAMPLER HAMMER WEIGHT: 140 LB..DROP 30 IN. BORING METHOD: HOLLOW STEM AUGER SOIL PROFILE SAMPLES r._ Standard Penetration Test 1 'N- Blows per foot co co w w - = 1t 0 2,0 3,0 40 PIEZOMETER ELEVN DESCRIPTION U 2 ) 3 INSTALLATION + DEPTH _ O a Water Content. percent ` z m o I • I CO Wp Wn WL --. 231.0 0 1 1 0 Compact, .brown, fine SAND, SP ._.' trace silt _ r_ - - • . 1( - dense • _10 - • — very dense 1 ; - 15 - - -20- • • 20 - - - 1 I25 - *, . 36 _ - 205.5 __ -25- 25.5 Alternating layers of very dense SP - - grey, silty fine SAND, trace SM - - clay, trace gravel, very dense, 21 - _ 1 ~ blue-grey, silty fine SAND, 2 34 A _ _ little clay and very dense, 46 - - brown, fine SAND, trace silt -30- 32 3 50 - A . 6a - - REMARKS: C Standaro Penetration Test VERTICAL SCALE - CENTRON Gokier Associates 1 IN. TO 5 FT. �a JOBS8T3-1161 _.-.-_-_- _.-_ _ ... .- ._ .. - .%l'n.1•.4 !,_hrcr.. r-_ i' [_-• _ - SOIL BORING LO6 ,-r -.. ' FRC„ECam• CENTRO!: SCAD ALcSNMEtiT LOCATION: SUM PIT • ELEVATION: tee- 4232 ,, • ,e t� �?� v�.i__:hs CG,VTAi?:ni: DON ;:EFiIIE:i 3R:LL:NE , DRILLItiE NETKL PC, t1_'iai:7: CgE 7: - MI RET4R•{ ii4TG1 E E. AID DATE: NvT'Rtv�R~LL TA 2-2 -8• r a. _ TT n r �,.. LOSER t. .n' , DEPTH : ; TOE I a TEST SOIL NAME COLOR, Ili , , BELO% :INTERVAL: AND ; E :--------; T DENSITY :B DEPTH OF RATES-C. • ;SURFACE , ■_ 1: CONTENT, RELATIVE DENSITY O%: :R 0 DRiLLItiC k►'TE_� FI'_L::;: : t.U,.3ER , C b 5 b , CONSISTENCY, SOIL STRUCTURE. : i iLOSS. , Ili .:. : (FT) ; (FT) t .(FT)t (1V) NINERALOSY 'USCS GROUP SYMBJL �� 5, FLUID . SST a.,: ; I INSTRUMENTATION I , I I • 16') ! �L'.4 3L0 iV.J % 4b-06:,;`j 5I_TI gray, wet, very nard,with I I •; : �`D'T ; t accds:aea: very fine grained sand (,yla. , . : . I • . --; , ` , Installed ohser;�atic¢, • - -- ( ( . -Flue, ed hole of Cr:::_-: ' 185.0 : - .feud• . ' 185 • installed 2 foot scree- :trap 183 to 185 fe et.eet.--, E27 !^.3 ; Za—.SG/e°: SILT, gray, wit, hard (IL). ' '-Gravel packed hole ar{' 185.5 ( ENT SOILs ( sealed with 2 foot BORING AT B5.S'FEET. I be,ntcnite layer. •' , , . - • , : • : , , , , , • , I I , : , , ! 1 • I '' . __ • • . I • ; I I , • , , I I I_ , 2 ; --• • : . • _ : , I I I [ I . • : , --I ,, , , .+ I I • , • t I I • ' - 1 4 _ 1 , - 'S5 ; , --. _ -- 1 ; .� _ ` - --' , • -- , . , • I , _ I , , -- - . j : 1: t -- . I , • -- =ttf� -- • , • • __ I __ I k I I ', - • I - t I • ; , } I:. ! --; 1 I ' • I -- • I : I . 20! • , , . , rI I : I -- r - : I 1 , 1' _ ! - - 1 Ifi , . • L • it • • • r ` CEO —L 23 C DEVELOPMENT PLANNING l CITY OF RENTON SEP 1 1 ,2000 ISSUED BY f' TRANSNATION TITLE INSURANCE COMPANY RECEIVED GUARANTEE Transnation A LANDAMERICA COMPANY J GUARANTEE NUMBER Mib -001503 • SUBJECT TO THE EXCLUSIONS FROM COVERAGE,THE LIMITS OF LIABILITY AND THE CONDITIONS AND STIPULATIONS OF THIS GUARANTEE, • . COPY TRANSNATIONTRANSNATION TITLE INSURANCE COMPANY a corporation,herein called the Company GUARANTEES the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. IN WITNESS WHEREOF,TRANSNATION TITLE INSURANCE COMPANY has caused its corporate name and seal to be hereunto affixed by its duly authorized officers,the Guarantee to become valid when countersigned on Schedule A by an authorized officer or agent of the Company. TRANSNATION TITLE INSURANCE COMPANY 171 �SA S , Attest: tM'Gr.2, pr otoRPORA4, 3,� By: ?Ltt a . �i( X-l.�1 --- jSEpT.16,1991 <� (/ President Secretary i 1114% RIZONA��� CLTA Guarantee Face Page(Rev 12-15-95) eN,,„�1 , • f TRANSNATION. TITLE INSURANCE COMPANY ' 14450 N.E. 29TH PLACE BELLEVUE, WA 98007 HALINEN LAW OFFICES,' P.S. COUNTERSIGNED: 2115 N 30TH ST, #203 TACOMA, WA 98403 U -i? Attn: DAVID HALINEN 2/1 G .r (425) 646-8589/1-800-441-7701 JOHN W. JONES, MARK S . NIKLASON or J. JAY PUGH (FAX # (425) 646-8593) SECOND SUBDIVISION GUARANTEE SCHEDULE A Order No. 869447 Liability: $200 .00 Premium: $200 .00 Customer No. --- Tax: • $ 17 .20 Total: 217 .20 1 . Name of Assured: LIBERTY RIDGE L.L.C. 2 . Date of Guarantee: August 7, 2000 at 8 : 00 A.M. THE ASSURANCES REFERRED TO ON THE FACE PAGE HEREOF ARE: That according to those public records which, under the recording laws, impart constructive notice of matters affecting title to the following described land: See "LEGAL DESCRIPTION: " The estate or interest in the land which is covered by this guarantee is: Fee Simple, Title to the estate or interest in the land is vested in: LA PIANTA LLC, a Washington limited liability company, successor by merger to LA PIANTA LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP, as to Lots 2, 5 and 6 AND LIBERTY RIDGE LLC, a Washington limited liability company, as to Lots 1, 4 and 8 subject to the Exceptions shown below, which are not necessarily shown in order of their priority. EXCEPTIONS: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on land or by the public records. I , EXCEPTIONS (continued) Order No. 869447 d 2 . (a) Unpatented mining claims; (b) reservations or exceptions in Patents or in Acts authorizing the issuance thereof; (c) Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes; or, (d) water rights, claims or title to water, whether or not -the matters excepted under (a) , (b) , (c) , or (d) are shown by the public records. 3 . Title to any property beyond the lines of the land expressly described herein, or title to ' streets, roads, avenues, lanes, ways or waterways _ on which said land abuts, or the right to maintain vaults, tunnels, ramps or any other structure or improvement; or any rights or easements therein unless such property rights or easements are expressly and specifically set forth in the land described herein. 4 . GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent, May .1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 162305-9007-04 2000 $1, 166.95 $ 583 .47 $ 583 .48 Total amount due, not including interest and penalty: $ 583 .48 Levy Code: 2100 Assessed Value Land: $ 89, 500 . 00 Assessed Value Improvements: $0 .00 (Covers Lot 8) 5 . Intentionally Deleted 6 , GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 162305-9010-09 2000 $1, 353 . 64 $ 676 . 82 $ 676 . 82 Total amount due, not including interest and penalty: $ 676 .82 Levy Code: 2100 Assessed Value Land: $104, 000 . 00 `Assessed Value Improvements: $0 .00 (Covers Lot 4) 7 . GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half. delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed . Paid Balance 162305-9027-00 2000 $1, 640 . 80 $ 820 .41 $ 820.39 Page 2 • EXCEPTIONS (continued) . Order No. 869447 A Total amount due, not including interest and penalty: $ 820.39 Levy Code: 2100 Assessed Value Land: $126, 300 . 00 Assessed Value Improvements: $0.00 - (Covers Lot 5) 8 : GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 162305-9131-03 2000 $5, 505 . 90 $2, 752 .96 $2, 752 .94 Total amount due, not including interest and penalty: $2, 752 .94 Levy Code: 2100 Assessed Value Land: $425, 000 . 00 Assessed Value Improvements : $0 . 00 (Covers Lot '6) 9 . GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 162305-9006-05 2000 $5, 478 .31 $2, 739 .15 $2, 739 .16 Total amount due, not including interest and penalty: $2, 739 .16 Levy Code: 2100 Assessed Value Land: $423, 000 .00 Assessed Value Improvements: $0 . 00 (Covers Lot 1) 10 . GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 162305-9061-07 2000 $1, 533 .32 $ 766. 66 $ 766 .66 Total amount due, not including interest and penalty: $ 766 . 66 Levy Code: 2100 • Assessed Value Land: $118, 000 .00 Assessed Value Improvements: $0 . 00. (Covers Lot 2) . • • Page 3 EXCEPTIONS . (continued) Order No. 869447 • CONDITIONS, RESTRICTIONS, RESERVATIONS, �' 11 . ALL COVENANTS, EASEMENTS, OR OTHER SERVITUDES, if any, disclosed by Lot Line Adjustment No. LUA-95-200-LLA, recorded under Recording No. 9604239004 . RIGHTS OR BENEFITS, IF ANY, WHICH MAY BE DISCLOSED BY THE RECORDED DOCUMENT(S) ABOVE AFFECTING LAND OUTSIDE THE BOUNDARY DESCRIBED IN SCHEDULE A. 12 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Transmission line AREA AFFECTED: A strip 200 feet in width running West to South RECORDING NO. : 2513101 (1421 deeds 270) 13 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Transmission line AREA AFFECTED: A strip 100 feet in width running Southerly RECORDING NO. : 2571770 14 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: • PURPOSE: Electric distribution line AREA AFFECTED: 50 foot strip running diagonally RECORDING NO. : 3425304 15 . Reservations contained in deed from the State of Washington recorded under Recording Nos . 2060096, 4264136, 4592023, 679888, 3201134 and 3875580, reserving to the grantor all oil, gases, coal, ores, minerals, fossils, etc. , and the right of entry for opening, - developing and working the same, and providing that such rights shall not be exercised until provision has been made for full payment of all damages sustained by reason of such entry. Right of the State of Washington or its successors, subject to payment of compensation therefor, to acquire rights-of-way for private railroads, skid roads, flumes, canals, water courses or other easements for transporting and moving timber, stone, minerals and other products from this and other land, as reserved in deed referred to above. 16 . . UNRECORDED AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Thomas F. McMahon, Personal Representative of the Estate of John C. Edwards and the Estate of Anna G. McMahon deceased, and Rainier Sand and Gravel Inc. AND: The City of Renton AS DISCLOSED: In King County Probate Cause No. E236708 REGARDING: Maintenance and drainage (Upon the recordation of a residential plat, the company, if requested, will issue a 110 . 1 endorsement deleting this exceptions . ) Page 4 EXCEPTIONS (continued) Order No. 869447 17 . AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: February 19, 1997 RECORDING NO. : 9702191181 REGARDING: Sewer Easement and Agreement 18 . ORDINANCE AND THE TERMS AND CONDITIONS THEREOF: RECORDED: June 21, 1996 RECORDING NO. : 9606210966 REGARDING: Assessment District 19. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: • GRANTEE: Puget Sound Power & Light Company, a Washington corporation PURPOSE: Single line of poles or towers for transmission and distribution line AREA AFFECTED: 50 foot strip over Government Lot 1 and Government Lot 2 and other property RECORDING NO. : 3353433 20 . Reservations contained in deed recorded under Recording No. 3099834, . as follows : Right reserved by the grantors to use, maintain, and repair the existing creek and ditch which crosses said property and which drains a portion of the adjoining real estate owned by the grantors . Grantors are: C.H. Farrell, A.F. Bird and wives (Affects only the southerly portion of Parcel 6 & Parcel A) 21. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: - RECORDED: December 13, 1999 RECORDING NO. : 19991213000395 REGARDING: Development Agreement 22 . Terms and conditions of the Boundary Line Adjustment recorded under Recording No. 20000414900001 . 23 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Liberty Ridge LLC TRUSTEE: Transnation Title Insurance Company BENEFICIARY: US Bank National Association ADDRESS : LOAN NO. : ORIGINAL AMOUNT: $4, 625, 000 .00 DATED: April 21, 2000 RECORDED: May 1, 2000 RECORDING NO. : 20000501001178 • (Covers Lots 1, 4 and 8 and other property) MSN • Page 5 EXCEPTIONS (continued) Order No. 869447 Copies have been sent to the following: TRIAD ASSOCIATES ' 11814 115TH AVE NE KIRKLAND, WA 98034 Attn: BRIAN KNOWLTON LIBERTY RIDGE LLC c/o Stoneway Concrete 1915 Maple Valley Highway Renton, WA 98055 Attn: DON MERLINO • Page 6 Order No. 869447 LEGAL DESCRIPTION: • LOTS. 1, 2, 4, 5, 6 AND 8 OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT AS PER PLAT RECORDED UNDER RECORDING NO. 20000414900001; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. • • • Page 7 SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE obtaining witnesses,prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as "1. Except to the extent that specific assurances are provided in Schedule A of this stated herein,or to establish the lien rights of the Assured. If the Company is prejudiced by Guarantee,the Company assumes no liability for loss or damage by reason of the the failure of the Assured to furnish the required cooperation,the Company's obligations to the Assured under the Guarantee shall terminate. following: (a) Defects,liens,encumbrances,adverse claims or other matters against the 5. Proof of Loss or Damage. title,whether or not shown bs the public records.ntsof In addition to and after the notices required under Section 2 of these Conditions (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property;or,(2) Proceedings by a public agency which may result in and Stipulations have been provided to the Company,,a proof of loss or damage signed and taxes or assessments,or notices of such proceedings,whether or not the matters excluded sworn to by the Assured shall be furnished to the Company within ninety(90)days after the under(1)or(2)are shown by the records of the taxing authority or by the public records. Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or (c) (1) Unpatented mining claims;(2)reservations or exceptions in patents or darfiage shall describe the matters covered by this Guarantee which constitute the basis of loss in Acts authorizing the issuance thereof;(3)water rights,claims or title to water,whether or or damage or and a a shall the Compane y extent s posted b the asisuof calculatingf he Assuredth to e amount of the the not the matters excluded under(1),(2)or(3)are shown by the public records. g P y P yprovide required proof of loss or damage,the Company's obligation to such assured under the 2. Notwithstanding any specific assurances which are provided in Schedule A of this Guarantee shall terminate. In addition,the Assured may reasonably be required to submit to Guarantee,the Company assumes no liability for loss or damage by reason of the examination under oath by any authorized representative of the Company and shall produce for examination,inspection and copying,at such reasonable times and places as may be following: (a) Defects,liens,encumbrances,adverse claims or other matters affecting the designated by any authorized representative of the Company,all records,books,le gers, title to any property beyond the lines of the land expressly described in the description set checks,correspondence and memoranda,whether bearing a date before or after Date of forth in Schedule(A),(C)or in Part 2 of this Guarantee,or title to streets,roads,avenues, Guarantee,which reasonably pertain to the loss or damage. Further,if requested by any lanes,ways or waterways to which such land abuts,or the right to maintain therein vaults, authorized representative of the Company,the Assured shall grant its permission,in writing, tunnels,ramps or any structure or improvements;or any rights or easements therein,unless for any authorized representative of the Company to examine,inspect and copy all records, such property,rights or easements are expressly and specifically set forth in said description. books,ledgers,checks,correspondence and memoranda in the custody or control of a third (b) Defects,liens,encumbrances,adverse claims or other matters,whether or party,which reasonably pertain to the loss or damage. All information designated as not shown by the public records; (I)which are created,suffered,assumed or agreed to by confidential by the Assured provided to the Company pursuant to this Section shall not be one or more of the Assureds;(2)which result in no loss to the Assured;or(3)which do not disclosed to others unless,in the reasonable judgment of the Company,it is necessary in the result in the invalidity or potential invalidity of any judicial or non-judicial proceeding which administration of the claim. Failure of the Assured to submit for examination under oath, is within the scope and purpose of the assurances provided. produce other reasonably requested information or grant permission to secure reasonably (c)The identity of any party shown or referred to in Schedule A. necessary information from third parties as required in the above paragraph,unless prohibited (d) The validity,legal effect or priority of any matter shown or referred to in by law or ergo the mental regulation,for that shall terminate any liability of the Company under this this Guarantee. laim. GUARANTEE CONDITIONS AND STIPULATIONS 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee,the Company shall have the following additional 1. Definition of Terms. The following terms when used in the Guarantee mean: options: (a)the"Assured": the party or parties named as the Assured in this Guarantee, (a)To Pay or Tender Payment of the Amount of Liability or to Purchase the or on a supplemental writing executed by the Company. Indebtedness. (b)"land": the land described or referred to in Schedule(A)(C)or in Part 2,and The Company shall have the option to pay or settle or compromise for or in the name of the improvements affixed thereto which by law constitute real property. The term"land"does Assured any claim which could result in loss to the Assured within the coverage of this not include any property beyond the lines of the area described or referred to in Schedule Guarantee,or to pay the full amount of this Guarantee or,if this Guarantee is issued for the (A)(C)or in Part 2,nor any right,title,interest,estate or easement in abutting streets,roads, benefit oft a holder lldertofra mortgagess ared or b said mortgage or Company psai I�i n shall have the the amount tion owio ng avenues,alleys,lanes, mort ways or waterways. (c)"mortgage":,mortgage,deed of trust,trust deed,or other security instrument. thereon,together with any costs,reasonable attorneys'fees and expenses incurred by the (d) "public records": records established under state statutes at Date of Assured claimant which were authorized by the Company up to the time of purchase. Guarantee for the purpose of imparting constructive notice of matters relating to real property Such purchase,payment or tender of payment of the full amount of the Guarantee shall to purchasers for value and without knowledge. terminate all liability of the Company hereunder. In the event after notice of claim has been (e)"date": the effective date. given to the Company by the Assured the Company offers to purchase said indebtedness,the owner of such indebtedness shall transfer and assign said indebtedness,together with any 2. Notice of Claim to be Given by Assured Claimant. collateral security,to the Company upon payment of the purchase price. An Assured shall notify the Company promptly in writing in case knowledge shall come to Upon the exercise by the Company of the option provided for in Paragraph(a)the Company's an Assured hereunder of any claim of title or interest which is adverse to the title to the estate obligation to the Assured under this Guarantee for the claimed loss or damage,other than to or interest,as stated herein,and which might cause loss or damage for which the Company make the payment required in that paragraph,shall terminate,including any obligation to may be liable by virtue of this Guarantee. If prompt notice shall not be given to the continue the defense or prosecution of any litigation for which the Company has exercised Company,then all liability of the Company shall terminate with regard to the matter or its options under Paragraph 4,and the Guarantee shall be surrendered to the Company for matters for which prompt notice is required;provided,however,that failure to notify the cancellation. Company shall in no case prejudice the rights of any Assured under this Guarantee unless the (b)To Pay or Otherwise Settle With Parties Other Than the Assured or With the Company shall be prejudiced by the failure and then only to the extent of the prejudice. Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any 3.No Duty to Defend or Prosecute. claim assured against under this Guarantee,together with any costs,attorneys'fees and The Company shall have no duty to defend or prosecute any action or proceeding to which expenses incurred by the Assured claimant which were authorized by the Company up to the the Assured is a party, notwithstanding the nature of any allegation in such action or . time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph(b)the Company's proceeding- obligation to the Assured under this Guarantee for the claimed loss or damage,other than to 4. Company's Option to Defend or Prosecute Actions;Duty of Assured Claimant to make the payment required in that paragraph,shall terminate,including any obligation to Cooperate. continue the defense or prosecution of any litigation for which the Company has exercised Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 its options under Paragraph 4. • above: , (a)The Company shall have the right,at its sole option and cost,to institute and 7. Determination and Extent of Liability. prosecute any action or proceeding,interpose a defense,as limited in(b),or to do any other This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained act which in its opinion may be necessary or desirable to establish the title to the estate or or incurred by the Assured claimant who has suffered loss or damage by reason of reliance • interest as stated herein,or to establish the lien rights of the Assured,or to prevent or reduce upon the assurances set forth in this Guarantee and only to the extent herein described,and loss or damage to the Assured. The Company may take any appropriate action under the subject to the Exclusions From Coverage of This Guarantee. • terms of this Guarantee,whether or not it shall be liable hereunder,and shall not thereby The liability of the Company under this Guarantee to the Assured shall not exceed the least concede liability or waive any provision of!his Guarantee. if the Company shall exercise its of: rights under this paragraph,it shall do so diligently. (a)the amount of liability stated in Schedule A or in Part 2; (b)If the Company elects to exercise its options as stated in Paragraph 4(a)the (b)the amount of the unpaid principal indebtedness secured by the mortgage of Company shall have the right to select counsel of its choice(subject to the right of such an Assured mortgagee,as limited or provided under Section 6 of these Conditions and Assured to object for reasonable cause)to represent the Assured and shall not be liable for Stipulations or as reduced under Section 9 of these Conditions and Stipulations,at the time and will not pay the fees of any other counsel,nor will the Company pay any fees,costs or the loss or damage assured against by this Guarantee occurs,together with interest thereon; expenses incurred by an Assured in the defense of those causes of action which allege matters or not covered by this Guarantee. (c)the difference between the value of the estate or interest covered hereby as (c)Whenever the Company shall have brought an action or interposed a defense stated herein and the value of the estate or interest subject to any defect,lien or encumbrance as permitted by the provisions of this Guarantee,the Company may pursue any litigation to assured against by this Guarantee. final determination by a court of competent jurisdiction and expressly reserves the right,in 8. Limitation of Liability. its sole discretion,to appeal from an adverse judgment or order. (d)In all cases where this Guarantee permits the Company to prosecute or (a)If the Company establishes the title,or removes the alleged defect,lien or provide for the defense of any action or proceeding,an Assured shall secure to the Company encumbrance,or cures any other matter assured against by this Guarantee in a reasonably the right to so prosecute or provide for the defense of any action or proceeding,and all diligent manner by any method,including litigation and the completion of any appeals appeals therein,and permit the Company to use,at its option,the name of such Assured for therefrom,it shall have fully performed its obligations with respect to that matter and shall this purpose. Whenever requested by the Company,an Assured,at the Company's expense, not be liable for any loss or damage caused thereby. shall give the Company all reasonable aid in any action or proceeding,securing evidence, CONDITIONS AND STIPULATIONS CONTINUED ON BACK COVER CLTA Guarantee Conditions and Stipulations ` CONDITIONS AND STIPULATIONS CONTINUED . (b)In the event of any litigation by the Company or with the Company's consent, 12. Arbitration. the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction,and disposition of all appeals therefrom, Unless prohibited by applicable law,either the Company or the Assured may demand adverse to the title,as stated herein. arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration (c)The Company shall not be liable for loss or damage to any Assured for Association. Arbitrable matters may include,but are not limited to,any controversy or claim liability voluntarily assumed by the Assured in settling any claim or suit without the prior between the Company and the Assured arising out of or relating to this Guarantee,any service written consent of the Company. of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is$1,000,000 or less 9. Reduction of Liability or Termination of Liability. shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters All payments under this Guarantee,except payments made for costs,attorneys' when the amount of liability is in excess of$1,000,000 shall be arbitrated only when agreed fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro canto. to by both the Company and the Assured.The Rules in effect at Date of Guarantee shall be binding upon the parties.The award may include attorneys'fees only if the laws of the state 10. Payment of Loss. • in which the land is located permits a court to award attorneys'fees to a prevailing party. (a)No payment shall be made without producing this Guarantee for endorsement Judgment upon the award rendered by the Arbitrator(s)may be entered in any court having of the payment unless the Guarantee has been lost or destroyed,in which case proof of loss jurisdiction thereof. or destruction shall be furnished to the satisfaction of the Company. (b)When liability and the extent of loss or damage has been definitely fixed in The law of the sims of the land shall apply to an arbitration under the Title Insurance accordance with these Conditions and Stipulations,the loss or damage shall be payable within Arbitration Rules. thirty(30)days thereafter. A copy of the Rules maybe obtained from the Company upon request. 11.Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee,all right of 13.Liability Limited to This Guarantee;Guarantee Entire Contract. subrogation shall vest in the Company unaffected by any act of the Assured claimant. , (a)This Guarantee together with all endorsements,if any,attached hereto by the The Company shall be subrogated to and be entitled to all sights and remedies which the Company is the entire Guarantee and contract between the Assured and the Company. In Assured would have had against any person or property in respect to the claim had this interpreting any provision of this Guarantee,this Guarantee shall be construed as a whole. Guarantee not been issued. If requested by the Company,the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect (b)Any claim of loss or damage,whether or not based on negligence,or any this right of subrogation.The Assured shall permit the Company to sue,compromise or settle action asserting such claim,shall be restricted to this Guarantee. in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. (c)No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President,a Vice President, If a payment on account of a claim does not fully cover the loss of the Assured the Company the Secretary,an Assistant Secretary,or validating officer or authorized signatory of the shall be subrogated to all rights and remedies of the Assured after the Assured shall have Company. recovered its principal,interest,and costs of collection. 14.Notices,Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this policy and shall be addressed to: Consumer Affairs Department,P.O.Box 27567,Richmond,Virginia 23261-7567. 0 ro x Hy ^-1oO y ] �t -1 O _=_ p m > = m (17 w - = c `i ` J — --- — --_— ---- --- — --.. . v1 LH 20000501001177 TRANSNATION TI D 33 00 PpA{�Gc� N 1 F S23 05/01/20 13.54 KING COUNTY, WA Return Address David L Batmen,Esq • 10500 N E Eighth St,01900 E1750719 Bellevue,WA 98004 e5/ 1/2000 13 52 KING COUNTY,•UA STAX $183 471 40 ,01� 000 ti PAGE 001 OF 002 Document Title(s)(or transactions contained therein) 1 Bargain and Sale Deed e��/�Reco 4C. #30(‘' 2 Easement o T Reference Number(s)of Documents assigned or released: • o (on page_of documents(s)) 0 o Grantor(s)(Last name first, then first name and initials) 2, 1 La Manta LLC,successor by merger to La Pianta Limited Partnership 2 FILED FOR RECORD AT THE REQUEST OF 3 [] Additional names on page_of document TRANSNATION TITLE INSURANCE CO Grantee(s)(Last name first,then first name and initials) 1 Liberty Ridge L L C 2 3 El Additional names on page_of document Legal description(abbreviated i e lot,block,plat or section,township,range) PTNOFNE 1/4 SEC 17 TWN 23 N RNG 5 E AND PTN OF W I/2 SEC 6TWN23NRNG5E El Full legal is on page I of document Additional legal on page 8 Assessor's Property Tax Parcel/Account Numbers 172305-9171-03, 162305-9007-04, 162305-9009-02, 162305-9010-09. 162305-9027-00, 162305-9131- 03, 162305-9006-05, 162305-9061-07 COPY I24267-00121S13003696 435) 4)27/00 • • • • BARGAIN AND SALE DEED . • GRANTOR, LA PIANTA LLC, a Washington limited liability company, successor by merger to LA PIANTA LIMITED PARTNERSHIP, as part,of an I R C Section 1031 Tax Deferred Exchange,bargains, sells and conveys to LIBERTY RIDGE L L C , a Washington limited liability company (Grantee)the following- described real property situated in King County, Washington Lots 1, 3, 4, 7 and 8 of City of Renton Boundary Line Adjustment No • • LUA-00-020-LLA as per plat recorded in the real property records of King County, Washington, under recording number 20000414900001, Situate in the City of Renton, County of King, State of Washington • (collectively, the"Property"), ► Except that Grantor does convey and warrant to Grantee that portion, if any, of the Property that is descnbed in deeds recorded in the records of Kmg County, o Washington, under recording numbers 8804180647, 9610301312 and 9605141151, All of the foregoing being subject to those matters set forth on EXHIBIT A attached to and by this reference incorporated into and made a part of this Deed, and Together with a perpetual, non-exclusive•easement for the benefit of Grantee and the Property in, under and through that portion of Lot 2 of City of Renton Boundary Line Adjustment No LUA-00-020-LLA as defined above that is described on EXHIBIT B attached to and by this reference incorporated into and made a part of this Deed, to use, maintain and repair that portion of the existing stormwater drainage system that is located within Lot 2(the"Drainage Easement"), this grant of easement being subject to all matters of record as of the date of this Deed (the foregoing easement is intended to accommodate storm water runoff generated by the Property • and by future development thereof and shall run with the Property), and Reserving, however, to Grantor, for the benefit of Grantor and the remainder of the property described in City of Renton Boundary Line Adjustment No LUA-00- 020-LLA as defined above, (a)perpetual,non-exclusive easements for ingress, egress, and utilities on, in, over, under and through that portion of the Property that is descnbed on EXHIBIT C to this Deed(the"Ingress, Egress and Utility Easements"), and(b) perpetual,non-exclusive easements for utilities on, in, over,under and through DEED PAGE 1 I24267.0012/SB001696 435)10 • 4127/00 1 • that portion of the Property that is descnbed on EXHIBIT D(the"Utility Easements")(the utility easements reserved in this Deed specifically exclude, however, the nght"to install or maintain utility poles-or overhead utility lines) The locations of the Ingress, Egress and Utility Easements and of the Utility. Easements are based on Grantee's current estimate of the ultimate locations of certain street nghts- of-way and utility easements for a planned subdivision of the Property If the ultimate locations of those street rights-of-way prove to be different than the locations of the . Ingress, Egress and Utility Easements described on EXHIBIT C as evidenced in a preliminary or final plat approved by the City of Renton, or if the ultimate locations of those utility easements prove to be different than the locations of the Utility Easements descnbed on EXHIBIT D as evidenced in a preliminary or final plat approved by the City of Renton, then those portion(s) of the Ingress, Egress and Utility Easements and/or the Utility Easements, as the case may be, that prove to be different shall be relocated to conform to the location(s) specified in the approved preliminary or final plat, as the case may be, subject, however, to Grantor's and Grantee's approval, not to be unreasonably withheld; conditioned or delayed Grantor hereby assigns to Grantee, without recourse or warranty of any kind, any rights it may have under the Sewer Easement and•Agreement dated December 9, • 0 1.996 between La Pianta Limited Partnership as grantor and The City of Renton as grantee recorded in the real property records of King County, Washington under ca recording number 9702191181 (the"Easement Agreement")to the extent that those c7i nghts (1)pertain to the Property, and (2)pertain to performance that is due from The _ City of Renton at any time from and after the date of this Deed Grantee hereby assumes the obligations of Grantor under the Easement Agreement with respect to the Property(but not with respect to other properties descnbed therein), and shall indemnify and hold Grantor harmless from any liability or damages ansing out of the Easement Agreement to the extent that any such liability or damages pertains,to both . (1)the Property, and (2) events occumng from and after the date of this Deed DATED this day of , 2000. . LA PIANTA LLC, a Washington limited liability company By METRO LAND DEVELOPMENT, INC, its Manager • M A Segale, Pres ent DEED PAGE 2 124267-0012/S13001696 43.5J10 • 4/27/00 • • • • Agreed and Accepted LIBERTY RIDGE L L C, a Washington limited liability company By p,?firns-eV_, Donald J Me o, Manager • r1 c=3 • r.+ • DEED PAGE 3 124267.0012/S13003696 435)10 • 4/27/00 • • STATE OF WASHINGTON) ) ss • COUNTY OF KING ) On this pI0 day of L: • , 2000, before me, the undersigned, a Notary Public in and for the Stat of Washington, duly commissioned and sworn, personally appeared M A Segale,to me known to be the person who signed as President of Metro Land Development, Inc , Manager of La Pianta LLC, the limited liability company that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation and of said limited liability company for the uses and purposes therein mentioned, and on oath stated that he was authonzed to execute said instrument on - behalf of the corporation and that the corporation was authorized to execute said • mstrument on behalf of the limited liability company cn IN WITNESS WHEREOF I have hereunto set my hand and official seal the - day and year first above written tJ A PHE NI c ........ l 1 �'✓'�g• 1oN f' llll , O ARr , a azure of• • ary • • u a e 4 _ I N Pus � ������•M,r 3 200 .•• • (Print or stamp name of Notary) NOTARY PUBLIC in and the of Washington, residing at eta' My appointment expires o�-- STATE OF WASHINGTON ) ) ss COUNTY OF KING ) On this / 'day of 4, il , 2000,before me, the undersigned, a Notary Public in and for the Stat6 of Washington, duly commissioned,and sworn, personally appeared Donald J Merhno, to me known to be the person who signed as Manager of Liberty Ridge LLC , a Washington limited liability company, the limited DEED PAGF4 124267-0012/S13003696 435110 4r27100 liability company that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said of said limited liability company for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument on behalf of the limited liability company. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year first above written - ALEX a- GALLOWAY 6)7g (Signature of otary) STATE OF WASHINGTON NOTARY--.--PUBLIC Mac B lmiiwney MY COMMISSION EXPIRES 5-22-02 (Pnnt or stamp name of Notary) u-J cra .NOTARY PUBLIC in and for the State • of Washington, residing at Ai PI >�..e/ My appointment expires af'.X z-os. DEED PAGES (24267-0012/SB003696 435]10 • 4/27/00 EXHIBIT A - Exceptions to Title • 1 Nondelinquent taxes (including ad valorem taxes, noxious weed charges and conservation service charges)and assessments 2 All covenants, conditions, restrictions, reservations, easements and other servitudes, if any, disclosed by Lot Line Adjustment No LUA-95-200-LLA, recorded in the records of King County, Washington, under Recording No 9604239004, and any rights or benefits that may be disclosed by the foregoing that affect land outside of the boundaries of the Property 3 Easement recorded in the records of King County, Washington, under Recording No 2513101 (Book 1421 of Deeds, Page 270) 4 Easement recorded in the records of King County, Washington, under Recording No 2571770 (Book 1455 of Deeds, Page 174), as amended by instrument recorded in the records of King County, Washington, under Recording No •�, 7507280726 5 Easement recorded in the records of King County, Washington, under Recording No 3425304 6 Reservations contained in deeds from the State of Washington recorded in the records of King County, Washington, under Recording Nos 2060096, 4264136, 4592023, 679888, 3201134 and 3875580, reserving to the grantor all oil, gases, coal, ores, minerals, fossils, etc , and the right of entry for opening, developing and working the same, and providing that such nghts shall not be exercised until provision has been made for full payment of all damages sustained by reason of such entry, and right of the State of Washington or its successors, subject to payment of compensation therefor, to acquire rights-of-way for private railroads, skid roads, flumes, canals, water courses or other easements for transporting and moving timber,stone, minerals and other products from this and other land, as reserved in the foregoing deeds 7 Unrecorded agreement and the terms and conditions thereof between Thomas F McMahon, Personal Representative of the Estate of John C Edwards and the Estate of Anna G McMahon, deceased, and Rainier Sand and Gravel Inc , and the City of Renton, as disclosed in King County Probate Cause No E236708, regarding maintenance and drainage 8 Agreement and the terms and conditions thereof recorded m the records of King County,Washington, under Recording No 9702191181 DEED PAGE.6 [24267-0012/SB003696 435110 4/27/00 9 Ordinance and the terms and conditions thereof recorded in the records of King County, Washmgton,under Recording No 9606210966 10 Easement recorded in the records of King County, Washington, under Recording No 3353433 11 Reservations contained in deed recorded m the records of King County, Washmgton, under Recording No 3099834 12 Agreement and the terms and conditions thereof recorded in the records of King County, Washington, under Recording No 19991213000395 13. Terms and conditions of City of Renton County Line Adjustment No LUA-00- 020-LLA as per plat recorded in the records of King County, Washington, under Recording No 20000414900001 C, • =, U DEED PAGE 7 (24267-0012/SB003696 415)I0 • 4/27/00 EXHIBIT B LEGAL DESCRIPTION OF THE DRAINAGE EASEMENT THAT PORTION OF LOT 2,CITY OF RENTON LOT LINE ADJUSTMENT NO LUA-00-020- LLA,ACCORDING TO THE LOT LINE ADJUSTMENT RECORDED IN BOOK 137 OF SURVEYS AT PAGES 22,22A,22B,22C AND 22D UNDER KING COUNTY RECORDING NO 20000414900001, BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 17, THE WEST HALF OF THE NORTHWEST QUARTER AND THE NORTH HALF OF THE SOUTHWEST QUARTER OF SECTION 16,ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST W M IN KING COUNTY,WASHINGTON LYING WITHIN THE FOLLOWING TRACT OF LAND COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 16, THENCE NORTH 01°05'10"EAST,ALONG THE WEST LINE OF SAID SECTION 16 A DISTANCE OF 121411 FEET, THENCE SOUTH 88°54'50" EAST 271 52 FEET TO THE SOUTH LINE OF SAID LOT 2 AND THE TRUE POINT OF BEGINNING, CD THENCE SOUTH 72°22'19" EAST ALONG SAID SOUTH LINE 138 67 FEET, THENCE NORTH 01°45'22" EAST 227 62 FEET, THENCE NORTH 23°45'49"WEST 193 93 FEET, THENCE SOUTH 74°33'01"WEST 103 71 FEET, THENCE SOUTH 08'39'55" EAST 343 36 FEET TO THE POINT OF BEGINNING • DEED PAGER 124267.00121SB003696 435110 • 4/27/00 • • • EXHIBIT C LEGAL DESCRIPTION OF THE INGRESS,EGRESS AND UTILITY EASEMENTS THOSE PORTIONS OF LOTS 1,4;AND 8,CITY OF RENTON LOT LINE ADJUSTMENT NO LUA-00-020-LLA,ACCORDING TO THE LOT LINE ADJUSTMENT RECORDED IN BOOK 137 OF SURVEYS AT PAGES 22,22A,22B, 22C AND 22D UNDER KING COUNTY RECORDING NO 20000414900001, BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 17,THE WEST HALF OF THE NORTHWEST QUARTER AND THE NORTH HALF OF THE SOUTHWEST QUARTER OF SECTION 16,ALL IN TOWNSHIP 23 NORTH,RANGE 5 EAST W M IN KING COUNTY,WASHINGTON, LYING WITHIN THE FOLLOWING 7 TRACTS OF LAND TRACT NO. 1 . A STRIP OF LAND 58 00 FEET 1N WIDTH BEING 29 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 16, THENCE NORTH 01°05'10'EAST;ALONG THE WEST LINE OF SAID SECTION 16 A DISTANCE OF 1220 09 FEET, c: THENCE SOUTH 88°54'50"EAST 79 29 FEET TO THE CENTERLINE OF EDMONDS `CD = AVENUE NE AS RECORDED UNDER AUDITOR'S FILE NUMBER 20000119000765,AND THE C'-• TRUE POINT OF BEGINNING OF THIS CENTERLINE, THENCE SOUTH 82°45'26"EAST 51 97 FEET TO A POINT OF CURVE, THENCE SOUTHEASTERLY ON SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 410 00 FEET,THROUGH A CENTRAL ANGLE OF 26°51'19",AN ARC DISTANCE OF 19217 FEET, THENCE SOUTH 55°54'07"EAST 51 64 FEET TO A POINT HEREINAFTER CALLED "POINT A",AND THE TERMINUS OF THIS DESCRIBED CENTERLINE EXCEPT THAT PORTION OF TRACT NO 1 LYING WITHIN EDMONDS AVENUE NE TRACT NO. 2 A STRIP OF LAND 50 00 FEET IN WIDTH BEING 25 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT A", THENCE SOUTH 55°54'07"EAST 216 00 FEET TO A POINT HEREINAFTER CALLED POINT B", DEED PAGE 9 [24267-0012/S13003696 433)10 • 4/27/00 • • THENCE CONTINUING SOUTH 55°54'07"EAST 632 84 FEET TO A POINT HEREINAFTER CALLED POINT C"AND THE TERMINUS OF THIS DESCRIBED CENTERLINE TRACT NO.3 A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT C", THENCE SOUTH 55°54'07"EAST 49 83 FEET TO A POINT OF CURVE, THENCE SOUTHERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200 00 FEET,THROUGH A CENTRAL ANGLE OF 56°58'52",AN ARC DISTANCE OF 198 90 FEET, r- THENCE SOUTH 01°04'44"WEST 79 77 FEET TO THE SOUTHEASTERLY LINE OF SAID LOT 1 AND THE TERMINUS OF THIS DESCRIBED CENTERLINE THE SIDE LINES OF SAID TRACT NO 3 TO BE EXTENDED OR SHORTENED TO TERMINATE AT.THE SOUTHEASTERLY LINE OF SAID LOT 1 TRACT NO. 4 C A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE cam• BEGINNING AT THE AFORMENTIONED"POINT A", THENCE NORTH 34°05'53"EAST 67 13 FEET TO THE NORTHERLY LINE OF SAID LOT 1 AND THE TERMINUS OF THIS DESCRIBED CENTERLINE THE SIDE LINES OF SAID TRACT NO 4 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE NORTHERLY LINE OF SAID LOT 1 TRACT NO. 5 A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT B", THENCE NORTH 34.05'52"EAST 85 35 FEET TO A POINT OF CURVE, THENCE NORTHERLY ON SAID CURVE TO THE LEFT HAVING A RADIUS OF 604 00 FEET,THROUGH A CENTRAL ANGLE OF 21°03'40",AN ARC DISTANCE OF 222 02 FEET TO THE NORTHERLY LINE OF SAID LOT 8 AND THE TERMINUS OF THIS DESCRIBED CENTERLINE THE SIDE LINES OF SAID TRACT NO 5.TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE NORTHERLY LINE OF SAID LOT 8 DEED PAGE 10 124267.0012/0003696 435110 • 4l27/00 TRACT NO. 6 - A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 4, THENCE NORTH 03°40'16"WEST ALONG THE EASTERLY LINE THEREOF 574 45 FEET, THENCE CONTINUING ALONG SAID EASTERLY LINE NORTH 88°19'44"EAST 19 96 FEET, THENCE CONTINUING ALONG SAID EASTERLY LINE NORTH 03°40'16"WEST 21 00 FEET TO A POINT HEREINAFTER CALLED"POINT D"AND THE TRUE POINT OF BEGINNING OF THIS CENTERLINE, THENCE SOUTH 86°,19'44"WEST 23618 FEET TO A POINT OF CURVE, THENCE NORTHERLY ON SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 55 00 FEET,THRU A CENTRAL ANGLE OF 97°46'09", AN ARC DISTANCE OF 93 85 FEET, Ln THENCE NORTH 04°05'53"EAST 7514 FEET TO A POINT OF CURVE, v THENCE NORTHEASTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150 00 FEET,THRU A CENTRAL ANGLE OF 30°00'00",AN ARC DISTANCE OF 78 54 FEET, THENCE NORTH 34°05'53"EAST 101 35 FEET TO A POINT HEREINAFTER CALLED "POINT E", THENCE NORTH 55°54'07"WEST 184 16 FEET TO A POINT OF CURVE, THENCE NORTHWESTERLY ON SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 205 00 FEET, THRU A CENTRAL ANGLE OF 01°5T 08",AN ARC DISTANCE OF 6 99 FEET, THENCE SOUTH 36°03'01"WEST 37 61 FEET TO A POINT OF CURVE, THENCE WESTERLY ON SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 200 00 FEET,THRU A CENTRAL ANGLE OF 71°24'37",AN ARC DISTANCE OF 249 27 FEET, THENCE NORTH 72°32'22"WEST 121 80 FEET TO A POINT OF CURVE, THENCE WESTERLY ON SAID CURVE TO THE LEFT,HAVING A RADIUS OF 200 00 FEET,THRU A CENTRAL ANGLE OF 23°48' 18",AN ARC DISTANCE OF 83 09 FEET TO THE WESTERLY LINE OF SAID LOT 1 AND THE CENTERLINE OF SE 3RD STREET AS DEPICTED ' ON THE PLAT OF LA COLINA ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 193 OF PLATS AT PAGES 17 THROUGH 29,RECORDS OF KING COUNTY,WASHINGTON AND THE TERMINUS OF THIS CENTERLINE • • DEED PAGF 11 124267-0012/SB003696 4351 10 • 4/27/00 THE SIDE LINES OF SAID TRACT NO 6 TO BE EXTENDED OR SHORTENED TO MEET AT ANGLE POINTS AND TO TERMINATE AT THE EASTERLY LINE OF SAID LOT 4 AND THE WESTERLY LINE OF SAID LOT 1 TRACT NO.7 A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT"D", THENCE ALONG THE EASTERLY LINE OF SAID LOT 4 THE FOLLOWING COURSES AND DISTANCES THENCE NORTH 03°40'16"WEST 21 00 FEET TO A POINT ON A CURVE,THE CENTER ti WHICH BEARS NORTH 03°40'16"WEST,25 00 FEET, r- THENCE NORTHERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 94°52'41",AN ARC DISTANCE OF 41 40 FEET TO A POINT OF COMPOUND c) CURVE,THE CENTER WHICH BEARS SOUTH 88°47'35"EAST,245 00 FEET, c- THENCE NORTHERLY ON SAID CURVE.TO THE RIGHT,THROUGH A CENTRAL' LTV ANGLE OF 44°35'50",AN ARC DISTANCE OF 190 70 FEET TO A POINT OF COMPOUND CURVE,THE CENTER WHICH BEARS SOUTH 44° 11'45"EAST,25 00 FEET, LJ C.) THENCE SOUTHEASTERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL `" ANGLE OF 96°48'43",AN ARC DISTANCE OF 42 24 FEET, THENCE SOUTH 37°23'02"EAST 36 31 FEET, THENCE NORTH 52°36'58"EAST 21 00 FEET TO THE TRUE POINT OF BEGINNING OF THIS CENTERLINE, THENCE LEAVING SAID EASTERLY LINE NORTH 37°23'0Z'WEST 256 68 FEET TO A POINT OF CURVE, THENCE NORTHWESTERLY AND SOUTHWESTERLY ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 55 00 FEET,THRU A CENTRAL ANGLE OF 108°31'05",AN ARC DISTANCE OF 104 17 FEET, THENCE SOUTH 34°05'53"WEST 149 18 FEET TO THE AFOREMENTIONED"POINT E". AND THE TERMINUS OF THIS CENTERLINE THE SIDE LINES OF SAID TRACT NO 7 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE EASTERLY LINE OF SAID LOT 4 DEED PAGE 12 [24267.0012/S13003696 435J10 4/27/00 • I _ EXHIBIT D • LEGAL DESCRIPTION OF THE UTILITY EASEMENTS • THOSE PORTIONS OF LOTS 1,4,AND 8, CITY OF RENTON LOT LINE ADJUSTMENT NO LUA-00-020-LLA,ACCORDING TO THE LOT LINE ADJUSTMENT RECORDED IN BOOK 137 OF SURVEYS AT PAGES 22,22A,•228,22C AND 22D UNDER KING COUNTY RECORDING NO 20000414900001, BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 17,THE WEST HALF OF THE NORTHWEST QUARTER AND THE NORTH HALF OF THE SOUTHWEST QUARTER OF SECTION 16,ALL IN TOWNSHIP 23 NORTH,RANGE 5 EAST W M IN KING COUNTY, WASHINGTON, LYING WITHIN THE FOLLOWING 13 TRACTS OF LAND TRACT NO. • A STRIP OF LAND 10 00 FEET IN WIDTH THE NORTHEASTERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH.AND 29 00 FEET SOUTHWESTERLY OF THE c, FOLLOWING DESCRIBED LINE BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 16, THENCE NORTH 01°05'10"EAST,ALONG THE WEST LINE OF SAID SECTION 16 A = DISTANCE OF 1220 09 FEET, C.) THENCE SOUTH 88°54'50"EAST 79 29 FEET TO THE CENTERLINE OF EDMONDS AVENUE NE AS RECORDED UNDER AUDITOR'S FILE NUMBER 20000119D00765,AND THE TRUE POINT OF BEGINNING OF THIS LINE, THENCE SOUTH 82°45'28"EAST 51 97 FEET TO A POINT OF CURVE, THENCE SOUTHEASTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 410 00 FEET,THROUGH A CENTRAL ANGLE OF 26°51'19•,AN ARC DISTANCE OF 19217 FEET, THENCE SOUTH 55°54'07-EAST 51 84 FEET TO A POINT HEREINAFTER CALLED "POINT A",AND THE TERMINUS OF THIS DESCRIBED LINE EXCEPT THAT PORTION OF TRACT NO 1 LYING WITHIN EDMONDS AVENUE NE TRACT NO. 2 A STRIP OF LAND 10 00 FEET IN WIDTH THE NORTHEASTERLY LINE OF WHICH IS PARALLEL WITH AND 25 00 FEET SOUTHWESTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT AFOREMENTIONED"POINT A", • THENCE SOUTH 55'54'07"EAST 216 00 FEET TO A POINT HEREINAFTER CALLED POINT B", DEED PAGE 13 124267-0012/S13003696 435110 4/27/00 THENCE CONTINUING SOUTH 55°54'07"EAST 632 84 FEET TO A POINT HEREINAFTER CALLED POINT C"AND THE TERMINUS OF THIS DESCRIBED LINE TRACT NO. 3 A STRIP OF LAND 10 00 FEET IN WIDTH THE NORTHEASTERLY AND EASTERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH AND 21 00 FEET SOUTHWESTERLY AND WESTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT AFOREMENTIONED"POINT C", THENCE SOUTH 55°54'07"EAST 49 83 FEET TO A POINT OF CURVE, THENCE SOUTHERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200 00 FEET,THROUGH A CENTRAL ANGLE OF 56°58'52",AN ARC DISTANCE OF 198 90 FEET, THENCE SOUTH 01°04'44"WEST 79 77 FEET TO THE SOUTHEASTERLY LINE OF SAID LOT 1 AND THE TERMINUS OF THIS DESCRIBED LINE THE SIDE LINES OF SAID TRACT NO 3 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE SOUTHEASTERLY LINE OF SAID LOT 1 TRACT NO. 4 U c A STRIP OF LAND 10 00 FEET IN WIDTH THE SOUTHWESTERLY LINE OF WHICH IS PARALLEL WITH AND 25 00 FEET NORTHEASTERLY OF THE FOLLOWING DESCRIBED LINE ' BEGINNING AT AFOREMENTIONED"POINT A', THENCE SOUTH 55°54'07"EAST 216 00 FEET TO A POINT HEREINAFTER CALLED POINT B", THENCE CONTINUING SOUTH 55°54'07" EAST 632 84 FEET TO A POINT HEREINAFTER CALLED POINT C"AND THE TERMINUS OF THIS DESCRIBED LINE, EXCEPT THAT PORTION OF TRACT NO 4 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND • A STRIP ON LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT THE AFOREMENTIONED"POINT A", - THENCE NORTH 34°05'53"EAST 6713 FEET TO THE NORTHERLY LINE OF SAID LOT 1 AND THE TERMINUS OF THIS DESCRIBED CENTERLINE, AND EXCEPT THAT PORTION OF TRACT NO 4 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND DEED PAGE 14 124267-0012/S13003696 435110 • 4'27/00 • A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT B", THENCE NORTH 34°05'52"EAST 85 35 FEET TO A POINT OF CURVE, THENCE NORTHERLY ON SAID CURVE TO THE LEFT HAVING A RADIUS OF 604 00 FEET,THROUGH A CENTRAL ANGLE OF 21°03'40",AN ARC DISTANCE OF 222 02 FEET TO THE NORTHERLY LINE OF SAID LOT 8 AND THE TERMINUS OF THIS DESCRIBED CENTERLINE TRACT NO. 5 A STRIP OF LAND 10 00 FEET IN WIDTH THE SOUTHWESTERLY AND WESTERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH AND 21 00 FEET NORTHEASTERLY o AND EASTERLY OF THE FOLLOWING DESCRIBED LINE 0 • BEGINNING AT AFOREMENTIONED"POINT C", o THENCE SOUTH 55°54'07"EAST 49 83 FEET TO A POINT OF CURVE, THENCE SOUTHERLY ON SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 200 00 FEET,THROUGH A CENTRAL ANGLE OF 56°58'52",AN ARC DISTANCE OF 198 90 FEET, THENCE SOUTH 01°04'44'WEST 79 77 FEET TO THE SOUTHEASTERLY LINE OF SAID LOT 1 AND THE TERMINUS OF THIS DESCRIBED LINE THE SIDE LINES OF SAID TRACT NO 5 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE SOUTHEASTERLY LINE OF SAID LOT 8 TRACT NO. 6 A STRIP OF LAND 10 00 FEET IN WIDTH THE SOUTHEASTERLY LINE OF WHICH IS PARALLEL WITH AND 21 00 FEET NORTHWESTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT THE AFOREMENTIONED'POINT A', THENCE NORTH 34°05'53"EAST 6713 FEET TO THE NORTHERLY LINE OF SAID LOT 1 AND THE TERMINUS OF THIS DESCRIBED LINE, EXCEPT THAT PORTION OF TRACT 6 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND ' A STRIP OF LAND 58 00 FEET IN WIDTH BEING 29 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 16, DEED PAGF 15 I24267-0012/SB003696 4351 10 4/27/00 THENCE NORTH 01°05'10"EAST,ALONG THE WEST LINE OF SAID SECTION 16 A DISTANCE OF 1220 09 FEET, THENCE SOUTH 88°54'50"EAST 79 29 FEET TO THE CENTERLINE OF EDMONDS AVENUE NE AS RECORDED UNDER AUDITOR'S FILE NUMBER 20000119000765, AND THE TRUE POINT OF BEGINNING OF THIS CENTERLINE, THENCE SOUTH 82°45'26"EAST 51 97 FEET TO A POINT OF CURVE, THENCE SOUTHEASTERLY ON SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 410 00 FEET,THROUGH A CENTRAL ANGLE OF 26°51'19",AN ARC DISTANCE OF 192 17 FEET, THENCE SOUTH 55°54'0T EAST 51 64 FEET TO THE AFOREMENTIONED"POINT A' AND THE TERMINUS OF THIS DESCRIBED CENTERLINE THE SIDE LINES OF SAID TRACT NO 8 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE NORTHERLY LINE OF SAID LOT 1 TRACT NO. 7 a A STRIP OF LAND 10 00 FEET IN WIDTH THE NORTHWESTERLY LINE OF WHICH IS PARALLEL WITH AND 21 00 FEET SOUTHEASTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT THE AFOREMENTIONED'POINT A"; C1 c" THENCE NORTH 34°05'53"EAST 67 13 FEET TO THE NORTHERLY LINE OF SAID LOT 1 AND THE TERMINUS OF THIS DESCRIBED LINE, EXCEPT THAT PORTION OF TRACT 7 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND A STRIP OF LAND 50 00 FEET IN WIDTH BEING 25 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT A', THENCE SOUTH 55°54'07"EAST 216 00 FEET TO THE AFOREMENTIONED"POINT B" AND THE TERMINUS OF THIS CENTERLINE THE SIDE LINES OF SAID TRACT NO 7 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE NORTHERLY LINE OF SAID LOT 1 TRACT NO. 8 A STRIP OF LAND 10 00 FEET IN WIDTH THE SOUTHEASTERLY LINE OF WHICH IS PARALLEL WITH AND 21 00 FEET NORTHWESTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT AFOREMENTIONED"POINT B", DEED PAGt 16 [24267-0012/S13003696 435)10 • 4'27100 • THENCE NORTH 34°05'52"EAST 85 35 FEET TO THE TERMINUS OF THIS DESCRIBED . LINE, EXCEPT THAT PORTION OF TRACT 8 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND A STRIP OF LAND 50 00 FEET IN WIDTH BEING 25 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE • BEGINNING AT AFOREMENTIONED"POINT A", • THENCE SOUTH 55°54'07"EAST 216 00 FEET TO THE AFOREMENTIONED"POINT B" AND THE TERMINUS OF THIS CENTERLINE THE SIDE LINES OF SAID TRACT NO 8 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE NORTHERLY LINE OF SAID LOT 1 ti TRACT NO.9 A STRIP OF LAND 10 00 FEET IN WIDTH THE NORTHWESTERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH AND 21 00 FEET SOUTHEASTERLY OF THE FOLLOWING o DESCRIBED LINE u-7 BEGINNING AT AFOREMENTIONED"POINT B", �-_-, THENCE NORTH 34°05'52"EAST 85 35 FEET TO A POINT OF CURVE, V THENCE NORTHERLY ON SAID CURVE TO THE LEFT HAVING A RADIUS OF 604 00 FEET, THROUGH A CENTRAL ANGLE OF 21"03'40",AN ARC DISTANCE OF 222 02 FEET TO THE NORTHERLY LINE OF SAID LOT 8 AND THE TERMINUS OF.THIS DESCRIBED LINE, EXCEPT THAT PORTION OF TRACT 8 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND A STRIP OF LAND 50 00 FEET IN WIDTH BEING 25 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT B", THENCE SOUTH 55°54'07"EAST 632 84 FEET TO THE AFOREMENTIONED"POINT C" AND THE TERMINUS OF THIS CENTERLINE THE SIDE LINES OFSAID TRACT NO 9 TO BE CONTINUED OR SHORTENED TO TERMINATE AT THE NORTHERLY LINE OF SAID LOT 8 TRACT NO. 10 • A STRIP OF LAND 10 00 FEET IN WIDTH THE NORTHERLY,NORTHEASTERLY, EASTERLY,AND SOUTHEASTERLY, NORTHEASTERLY AND NORTHERLY LINE OF WHICH IS • PARALLEL AND CONCENTRIC WITH AND 21 00 FEET SOUTHERLY,SOUTHWESTERLY, DEED PAGE 17 [24267-0012/S8003696 435)10 • 4/27/00 WESTERLY,NORTHWESTERLY,SOUTHWESTERLY,AND SOUTHERLY OF THE FOLLOWING DESCRIBED LINE • BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 4, THENCE NORTH 03°40'16"WEST ALONG THE EASTERLY LINE THEREOF 574 45 FEET, THENCE CONTINUING ALONG SAID EASTERLY LINE NORTH 86°19'44"EAST 19 96 FEET, THENCE CONTINUING ALONG SAID EASTERLY LINE NORTH 03°40'16"WEST 21 00 FEET TO A POINT HEREINAFTER CALLED"POINT D"AND THE TRUE POINT OF BEGINNING OF THIS LINE, THENCE SOUTH 86°19'44"WEST 236 18 FEET TO A POINT OF CURVE, c- THENCE NORTHERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 55 00 FEET,THRU A CENTRAL ANGLE OF 97°46'09",AN ARC DISTANCE OF 93 85 FEET, THENCE NORTH 04°05'53" EAST 7514 FEET TO A POINT OF CURVE, 0 THENCE NORTHEASTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150 00 FEET,THRU A CENTRAL ANGLE OF 30° 00'00",AN ARC DISTANCE OF 78 54 FEET, v THENCE NORTH 34°05'53"EAST 101 35 FEET TO A POINT HEREINAFTER CALLED cam, "POINT E", THENCE NORTH 55°54'0T WEST 18416 FEET TO A POINT OF CURVE, THENCE NORTHWESTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 205 00 FEET,THRU A CENTRAL ANGLE OF 01° 57'08",AN ARC DISTANCE OF 6 99 FEET, THENCE SOUTH 36°03'01"WEST 37 61 FEET TO A POINT OF CURVE, THENCE WESTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200 00 • FEET,THRU A CENTRAL ANGLE OF 71° 24'37",AN ARC DISTANCE OF 249 27 FEET, THENCE NORTH 72°32'22"WEST 121 80 FEET TO A POINT OF CURVE, THENCE WESTERLY ON SAID CURVE TO THE LEFT,HAVING A RADIUS OF 200 00 FEET,THRU A CENTRAL ANGLE OF 23°48'18",AN ARC DISTANCE OF 83 09 FEET TO THE WESTERLY LINE OF SAID LOT 1 AND THE CENTERLINE OF SE 3RD STREET AS DEPICTED ON THE PLAT OF LA COLINA ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 193 OF PLATS AT PAGES 17 THROUGH 29,RECORDS OF KING COUNTY,WASHINGTON AND THE TERMINUS OF THIS LINE THE SIDE LINES OF SAID TRACT NO 10 TO BE EXTENDED,CONTINUED OR SHORTENED TO MEET AT ANGLE POINTS AND TO TERMINATE AT THE EASTERLY LINE OF SAID LOT 4 AND THE WESTERLY LINE OF SAID LOT 1 DEFD - PAGE IS 124267-0012/SB003696 435110 • 4/27/00 C II� TRACT NO. 11 • A STRIP OF LAND 10 00 FEET IN WIDTH THE SOUTHERLY, SOUTHWESTERLY, WESTERLY, NORTHWESTERLY,SOUTHWESTERLY AND SOUTHERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH AND 21 DO FEET NORTHERLY, NORTHEASTERLY, EASTERLY, SOUTHEASTERLY, NORTHEASTERLY AND NORTHERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 4, THENCE NORTH 03°40'18"WEST ALONG THE EASTERLY LINE THEREOF 574 45 FEET, THENCE CONTINUING ALONG SAID EASTERLY LINE NORTH 86°19'44"EAST 19 96 FEET, . C- THENCE CONTINUING ALONG SAID EASTERLY LINE NORTH 03°40'16"WEST 21 00 FEET TO A POINT HEREINAFTER CALLED"POINT D"AND THE TRUE POINT OF BEGINNING OF THIS LINE, THENCE SOUTH 86°19'44"WEST 238 18 FEET TO A POINT OF CURVE, THENCE NORTHERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 55 00 FEET,THRU A CENTRAL ANGLE OF 97°46'09",AN ARC DISTANCE OF 93 85 FEET, c�4 THENCE NORTH 04°05'53"EAST 7514 FEET TO A POINT OF CURVE, THENCE NORTHEASTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150 00 FEET, THRU A CENTRAL ANGLE OF 30°00'00",AN ARC DISTANCE OF 78 54 FEET, THENCE NORTH 34°05'53"EAST 101 35 FEET TO A POINT HEREINAFTER CALLED "POINT E", THENCE NORTH 55°54'07"WEST 184 16 FEET TO A POINT OF CURVE, THENCE NORTHWESTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 205 00 FEET, THRU A CENTRAL ANGLE OF 01°57'08",AN ARC DISTANCE OF 6 99 FEET, THENCE SOUTH 36°03'01"WEST 37 61 FEET TO A POINT OF CURVE, THENCE WESTERLY ON SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 200 00 FEET,THRU A CENTRAL ANGLE OF 71°24'37",AN ARC DISTANCE OF 249 27 FEET, THENCE NORTH 72°32'22"WEST 121 80 FEET TO A POINT OF CURVE, THENCE WESTERLY ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 200 00 FEET,THRU A CENTRAL ANGLE OF 23°48' 18",AN ARC DISTANCE OF 83 09 FEET TO THE WESTERLY LINE OF SAID LOT 1 AND THE CENTERLINE OF SE 3RD STREET AS DEPICTED ON THE PLAT OF LA COLINA ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME DEED PAGE 19 124267.0012ISB003696 435)10 • 4/27/00 193 OF PLATS AT PAGES 17 THROUGH 29, RECORDS OF KING COUNTY,WASHINGTON AND THE TERMINUS OF THIS LINE EXCEPT THAT PORTION OF TRACT 11 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT E", THENCE NORTH 34°05'53"EAST 14918 FEET TO THE TERMINUS OF THIS CENTERLINE THE SIDE LINES OF SAID TRACT NO 11 TO BE EXTENDED,CONTINUED OR SHORTENED TO MEET AT ANGLE POINTS AND TO TERMINATE AT THE EASTERLY LINE OF SAID LOT 4 AND THE WESTERLY LINE OF SAID LOT 1 TRACT NO. 12 ezi A STRIP OF LAND 10 00 FEET IN WIDTH THE SOUTHWESTERLY,SOUTHERLY,AND a SOUTHEASTERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH AND 21 00 FEET NORTHEASTERLY, NORTHERLY,AND NORTHWESTERLY OF THE FOLLOWING DESCRIBED LINE cv BEGINNING AT AFOREMENTIONED"POINT"D", THENCE ALONG THE EASTERLY LINE OF SAID LOT 4 THE FOLLOWING COURSES AND DISTANCES THENCE NORTH 03°40'16"WEST 21 00 FEET TO A POINT ON A CURVE,THE CENTER WHICH BEARS NORTH 03°40' 16"WEST,25 00 FEET, THENCE NORTHERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 94°52'41",AN ARC DISTANCE OF 41 40 FEET TO A POINT OF COMPOUND CURVE,THE CENTER WHICH BEARS SOUTH 88°47'35"EAST,245 00 FEET, THENCE NORTHERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 44°35'50",AN ARC DISTANCE OF 190 70 FEET TO A POINT OF COMPOUND CURVE,THE CENTER WHICH BEARS SOUTH 44° 11'45"EAST,25 00 FEET, THENCE SOUTHEASTERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 96°48'43",AN ARC DISTANCE OF 42 24 FEET, THENCE SOUTH 37°23'02"EAST 36 31 FEET, THENCE NORTH 52°36'58"EAST 21 00 FEET TO THE TRUE POINT OF BEGINNING OF THIS LINE, DEED PAGE 20 (24267-0012/SB003696 435110 • 4127/00 THENCE LEAVING SAID EASTERLY LINE NORTH 37°23'02"WEST 256 68 FEET TO A POINT OF CURVE, THENCE NORTHWESTERLY AND SOUTHWESTERLY ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 55 00 FEET,THRU A CENTRAL ANGLE OF 108°31'05",AN ARC DISTANCE OF 104 17 FEET, THENCE SOUTH 34°05'53"WEST 149 18 FEET TO THE AFOREMENTIONED"POINT E" AND THE TERMINUS OF THIS LINE, • EXCEPT THAT PORTION OF TRACT 12 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND • A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT THE AFOREMENTIONED"POINT E", THENCE NORTH 55°54'07"WEST 184 16 FEET TO THE TERMINUS OF THIS o CENTERLINE TRACT NO. 13 A STRIP OF LAND 10 00 FEET IN WIDTH THE NORTHEASTERLY, NORTHERLY,AND NORTHWESTERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH AND 21 00 FEET SOUTHWESTERLY, SOUTHERLY,AND SOUTHEASTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT AFOREMENTIONED"POINT"D", THENCE ALONG THE EASTERLY LINE OF SAID LOT 4 THE FOLLOWING COURSES AND DISTANCES THENCE NORTH 03°40'16"WEST 21 00 FEET TO A POINT ON A CURVE, THE CENTER WHICH BEARS NORTH 03°40'16"WEST,25 00 FEET, THENCE NORTHERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 94° 52'41",AN ARC DISTANCE OF 41 40 FEET TO A POINT OF COMPOUND CURVE,THE CENTER WHICH BEARS SOUTH 88°47'35"EAST,245 00 FEET, THENCE NORTHERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 44° 35'50",AN ARC DISTANCE OF 190 70 FEET TO A POINT OF COMPOUND CURVE,THE CENTER WHICH BEARS SOUTH 44° 11'45"EAST,25 00 FEET, THENCE SOUTHEASTERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 96° 48'43",AN ARC DISTANCE OF 42 24 FEET, THENCE SOUTH 37°23'02"EAST 36 31 FEET, DEED PAGE 21 (24267-0012/SA003696 435110 4/27/00 THENCE NORTH 52°36'58"EAST 21 00 FEET TO THE TRUE POINT OF BEGINNING OF THIS LINE, THENCE LEAVING SAID EASTERLY LINE NORTH 37°23'02"WEST 256 68 FEET TO A POINT OF CURVE, THENCE NORTHWESTERLY AND SOUTHWESTERLY ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 55 00 FEET,THRU A CENTRAL ANGLE OF 108°31'05",AN ARC DISTANCE OF 10417 FEET, THENCE SOUTH 34°05'53"WEST 149 18 FEET TO THE AFOREMENTIONED"POINT E" AND THE TERMINUS OF THIS LINE ti t 0 • a CJ 0 N DEED PAGF 22 (24267-0012/SB003696 435110 4/27/00 • • s RETURN ADDRESS: 2000050100117E U.S. BANK NATIONAL TRANSNATION TI DT 19 0e PAGE e011 OF e12 ASSOCIATION es/I1/2Aee 13'D4 10800 NE 8TH ST.,SUITE 1000 KING COUNTY, UA BELLEVUE,WA 98004 • [Thank. ,aM00 (Dgti18/{06(0179Et -,9 DEED OF TRUST m Reference # (if applicable) Additional on page Grantor(s) 0 1 LIBERTY RIDGE L L C Grantee(s)/Assignee/Beneficiary U S BANK NATIONAL ASSOCIATION, Beneficiary TRANSNATION TITLE INSURANCE COMPANY,Trustee c-3 o Legal Description PTN OF NE 1/4 SEC 17 TWN 23 N RNG 5 E ANF PTN OF W 1/2 SEC 6 TWN 23 N RNG 5 E Additional on page 2 Assessor's Tax Parcel ID# 172305-9171-03, 162305-9007-04, 9009-02, 9010-09, 9027-00, 9131-03, 9006-05, 9061-07 THIS DEED OF TRUST IS DATED APRIL 21, 2000, among LIBERTY RIDGE LL C., whose mailing address is 912E 10TH AVENUE SOUTH, SEATTLE, WA 98108 (referred to below as "Grantor"); U.S. BANK NATIONAL ASSOCIATION, whose mailing address Is 10800 NE 8TH ST., SUITE 1000, BELLEVUE, WA 98004 (referred to below sometimes as "Lender" and sometimes as 'Beneficiary"); and TRANSNATION TITLE INSURANCE COMPANY, whose Mailing address Is 14450 NE 29TH PLACE BELLEVUE, WA 98007 (referred to below as "Trustee") • 04-21-2000 DEED OF TRUST Page 2 • Loan No • (Continued) CONVEYANCE AND GRANT For valuable consideration,Grantor conveys to Trustee In trust with power of sale, oco right of entry and possession and for the benefit of Lender as Beneficiary,all of Grantor's right,bee.and interest in and to the totlovtng deecnbed real property, together with all existing or subsequently erected or affixed buildings, • Improvements end fixtures, all easements, rights of way, and appurtenances, all water, water rights and ditch rights • (lnckidrtg stock In utifitles with ditch or imgaticn rights), and all other rights, royalties, and profits relybrig to the real 4 property,including without limitation all minerals,oil,gas,geothermal and similar matters,located In KING County, State of Washington (the "Real.Property"): o LOTS 1, 3, 4, 7 AND 8 OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO. a LUA-00-020-LLA AS PER PLAT RECORDED UNDER RECORDING NO. 20000414900001; 0 SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON N The Real Property or Its address is commonly known as "LIBERTY RIDGE", RENTON, WA 98055. The Real Property tax identification number is 172305-9171-03,182305-9007-04,9009-02,9010-09,9027-00, 9131-03,9008.05,9061-07 Grantor hereby assigns as security to Lender,all of Grantor's right,title,and interest in and to all lessee,Rents,and profits of the Property This assignment is recorded in accordance with RCW 65 08 070,the lien created by this assignment is Intended to be specific,perfected and choate upon the recording of this Deed of Trust Lender grants to Grantor a license to collect the Rents and profits,which license may be revoked at Lender's option and shall be automatically revoked upon acceleration of all or part of the Indebtedness • DEFINITIONS- The following words shall have the following meanings when used in ths Deed of Trust Terms not otherwise defined n this Deed of Trust stall have the meanings attributed to such terms in the Uniform Commercial Code AI references to dollar amounts that mean amounts in Iawiti money of the United States of America Beneficiary The word'Beneficiary'means U S BANK NATIONAL ASSOCIATION,its successors and assigns U S BANK NATIONAL ASSOCIATION also is referred to as'Lender in this Deed of Trust Deed of Trust The words 'Deed of Trust'mean this Deed of Trust among Grantor, Lender,'and Trustee, and Includes without limitation ell assignment and security interest provisions relating to the Personal Property and Rents Grantor. The word'Grantor'means any and at persons and entities executing ths Deed of Trust,including without Iirnitation LIBERTY RIDGE L L C Guarantor The word 'Guarantor' means and includes without limitation any and all guarantors, sureties, and accommodation parties in connection with the Indebtedness Improvements The word 'Improvements' means and includes without limitation all existing and future Improvements, buildings, structures, mobile homes affixed on the Real Property,facdt des,additions, replacements and other construction on the Real Property Indebtedness The word'Indebtedness'means at principal and interest payable under the Note and any amounts expended or advanced by Lender to discharge obligations of Grantor or expenses incurred by Trustee or Lender to enforce obligations of Grantor under this Deed of Trust,together with interest on such amounts as provided n this Deed of Trust Specifically,without limitation, tots Deed of Trust secures a revolving line of credit,with a variable rate of Interest,which obligates Lender to make advances to Grantor so long as Grantor compiles with all the terms of the Note. Funds may be advanced by Lender,repaid,and subsequently reedvanced The unpaid balance of the revolving line of credit may at certain times be lower than the amount shown or zero. A zero balance does not terminate the line of credit or terminate Lender's obligation to advance funds to Grantor Therefore,the lien of this Deed of Trust will remain In full force and effect notwithstanding any zero balance Lender The word'Lender'means U S BANK NATIONAL ASSOCIATION,its successors and assigns Note The word "Note' means the Note dated April 21, 2000, in the original principal amount of $4,625,000.00 from Grantor to Lender, together with all renewals, extensions, modif cations, refinancings, and substitutions for the Note NOTICE TO GRANTOR THE NOTE CONTAINS A VARIABLE INTEREST RATE Personal Property The words 'Personal Property' mean all equipment, fixtures, and other articles of personal property now or hereafter owned by Grantor,and now or hereafter attached or affixed to the Real Property,together with all accessions,parts,and additions to,all replacements of,and all substitutions tor,any of such property,and together with all issues and profits thereon and proceeds (including without limitation all insurance proceeds and refunds of premiums)from any sale or other disposition of the Property Property The word'Property'means collectively the Real Property and the Personal Property • 04-21-2000 DEED OF TRUST Page 3 _ Loan No (Continued) • Real Property The words 'Real Property' mean the property, interests and %tits described above in the 'Conveyance and Grant"section Related Documents The words 'Related Documents' mean and include without limitation all promissory notes, credit agreements,loan agreements,environmental agreements,guaranties,security agreements,mortgages,deeds - of trust, and all other instruments, agreements and documents, whether now or hereafter existng, executed in • connection with the Indebtedness Rents The word'Rents'means all present and future rents,revenues,income,issues,royalties,profits,and other benefits derived horn the Property • • Trustee. The word'Trustee'means TRANSNATION TITLE INSURANCE COMPANY and any substitute or successor trustees THIS DEED OF TRUST,INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY, IS GIVEN TO SECURE (1) PAYMENT OF THE INDEBTEDNESS AND (2) • PERFORMANCE OF ANY AND ALL OBLIGATIONS OF GRANTOR UNDER THE NOTE,THE RELATED DOCUMENTS,• AND THIS DEED OF TRUST THIS DEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS PAYMENT AND PERFORMANCE. Except as otherwise provided n this Deed of Trust, Grantor shall pay to Lender all amounts secured by this Deed of Trust as they become due, and shall strictly and in a timely manner perform all of Grantor's obligations tinder the Note,this Deed of Trust,and the Related Documents POSSESSION AND MAINTENANCE OF THE PROPERTY Grantor agrees that Grantor's possession and use of the Property shall be governed by the following provisions Possession and Use Until the occurrence of an Event of Default.Grantor may (a)remain in possession and control of the Property, (b)use,operate or manage the Property,and (c)collect any Rents from the Property(this privilege co is a license from Lender to Grantor automatically revoked upon default) The following provisions relate to the use of the Property or to other limitations on the Property The Real Property is not used principally for agricultural purpcses Duty to Maintain. Grantor shall maintain the Property in tenantable condition and promptly perform all repairs, replacements,and maintenance necessary to preserve its value Hazardous Substances. The terms 'hazardous waste; 'hazardous substance,' 'disposal,' 'release,' and `threatened release,'as used in this Deed of Trust,shall have the same meanings as set forth in the Comprehensive Environmental Response, Compensation, and Liability Act of 1980,as amended, 42 U S C Section 9601, et seq ('CERCLA'), the Superfund Amendments and Reauthorization Act of 1988, Pub L No 99-499 ('SARA'), the Hazardous Materials Transportation Act,49 U S C Section 1801,et sea,the Resource Conservation and Recovery • Act,42 U S C Section 6901,et seq,or other applicable state or Federal laws,rules,or regulations adopted pursuant c=ito any of the foregoing The terms 'hazardous waste' and 'hazardous substance" shall also include, without _ limitation, petroleum and petroleum by-products or any fraction thereof and asbestos Grantor represents and warrants to Lender that• (a) During the period of Grantor's ownership of the Property, there has been no use, generation, manufacture, storage, treatment, disposal, release or threatened release of any hazardous waste or substance by any person on, under,about or from the Property, (b) Grantor has no knowledge of, or reason to believe that there has been,except as previously disclosed to and acknowledged by Lender in writing, (i)any use, generation, manufacture, storage, treatment, disposal, release, or threatened release of any hazardous waste or substance on,under,about or from the Property by any prior owners or occupants of the Property or (ii)any actuat- or threatened litigation or claims of any kind by any person relating to such matters, and (c) Except,as previously . disclosed to and acknowledged by Lender in writing, (i)norther Grantor nor any tenant,contractor, agent or other • , authorized user of the Property shall use,generate,manufacture,store,treat, dispose of,or release any hazardous waste or substance on,under,about or from the Property and (u)any such activity shall be conducted in compliance • with all applicable federal,state,and local laws,regulations and ordinances,including without limitation those laws, regulations,and ordinances described above Grantor authorizes Lender and its agents to enter upon the Property to make such inspections and tests,at Grantor's expense,as Lender may deem appropriate to determine compliance . of the Property with this section of the Deed of Trust Any inspections or tests made by Lender shall be for Lender's purposes only and shall not be construed to create any responsibility or liability on the part of Lender to Grantor or to any other person The representations and warranties contained herein are based on Grantor's due diligence in fnvesbgatrig the Property for hazardous waste and hazardous substances Grantor hereby (a)releases and waives • any future claims against Lender for indemnity or contribution in the event Grantor becomes liable for cleanup or other costs under any such laws,and (b)agrees to indemnify and hold harmless Lender against any and all claims, losses,tiabdities„damages,penalties,and expenses which Lender may directly or indirectly sustain or suffer resulting from a beach of this section of the Deed of Trust or as a consequence of any use,generation,manufacture,storage, disposal,release or threatened release of a hazardous waste or substance on the properties The provisions of this section of the Deed of Trust,including the obligation to indemnify,shall survive the payment of the Indebtedness and the satisfaction and reconveyance of the hen of this Deed of Trust and shall not be affected by Lender's acquisition of any interest in the Properly,whether by foreclosure or otherwise Nuisance, Waste Grantor shall not cause, Conduct or permit any nuisance nor commit, permit, or suffer any • 04-21-2000 DEED OF TRUST Page 4 Loan No (Continued) • stripping of or waste on or to the Property or any portion of the Property Without limiting the generality of the and gas),foregoing,Grantor travel products without rant to hprioorr r party wntten consent of Len nght to der any trtnbef,minerals pndudtig obi Removal of Improvements Grantor shall not demo lsh or remove any Improvements from the Real Property without the prior written consent of Lender As a condition to the removal of any Improvements,Lender may.require Grantor to make arrangements satisfactory to Lender'to replace such Improvements with Improvements of at least equal value Lender's Right to Enter Lender and its agents and representatives may enter upon the Real Property at all reasonable bores to attend to Lender's interests and to inspect the Property fa purposes of Grantors compliance with the terms and conditions of this Deed of Trust o Compliance with Governmental Requirements. Grantor than promptly comply, and that promptly cause o compliance by all agents,tenants or other persons or entities of every nature whatsoever who rent,lease or othennse use or occupy the Property In any manner,with all laws,ordinances,end regulations,now or hereafter in effect,of al governmental authorities applicable to the use or occupancy of the Property, including without !Imitation, the o goe Amencans With Disabtltles Act Grantor may contest in good faith any such law,ordinance, or regulation and Q withhold compliance during any proceeding,including appropriate appeals,so tong as Grantor has notified Lender In writing poor to doing so and so long as, in Lender's sole opinen, Lenders interests in the Property are not jeopardized Lender may require Grantor to post adequate security or a surety bond, reasonably satisfactory to q Lender,to protect Lender's interest Duty to Protect Grantor agrees neither to abandon nor leave unattended the Property Grantor shall do all other acts,In addition to those acts set forth above in this section,which from the character and use of the Property are reasonably necessary to protect and preserve the Property DUE ON SALE•CONSENT BY LENDER, Lender may,at its option, (a)declare immediately due and payable all sums secured by the Deed of Trust or (b)increase the interest rate provided for in the Note or other document evidencing the Indebtedness and impose such other conditions as Lender deems appropriate, upon the safe or transfer, without the Lenders prior written consent, of all or any part of the Real Property, or any interest in the Real Property A 'sale or transfer'means the conveyance of Real Property or any right,title or Interest therein,whether legal,beneficial or equitable, whether voluntary or involuntary,whether by outright sale,deed.Installment sale contract,land contract,contract for deed, leasehold interest with a term greater than three(3)years,lease-option contract,or by sale,assignment,or transfer of any beneficial interest in or to any land trust holding title to the Real Property,or by any other method of conveyance of Real Property interest ff airy Grantor is a corporation,partnership or limited liability company,transfer also includes any change n ownership of more than twenty-five percent(25%)of the voting stock,partnership interests or limited liabdity company interests, as the case may be, of Grantor However, this option shall not be exert ied by Lender rf such exercise is prohibited by federal law or by Washington law TAXES AND LIENS The following provisions relating to the taxes and hens on the Property are a part of this Deed of Trust Payment. Grantor shall pay when due(and In al events prior to delinquency)all taxes,special taxes,assessments, charges (including water and sewer),fines and impositions levied against or on account of the Property,and shall pay when due all claims for work done on or fa services rendered or material furnished to the Property Grantor shall rrantan the Property free of ail liens having priority over or equal to the nterest of tender under this Deed of Trust,except for the hen of taxes and assessments not due end except as otherwise provided in this Deed of Trust Right To Contest. Grantor may withhold payment of any tax,assessment,a clam in connection with a good faith dispute over the obligation to pay,so long as Lender's interest In the Property a not Jeopardized If a hen arises or Is filed as a result of nonpayment,Grantor shall within fifteen(15)days after the hen arises or, if a lien is lied,within fifteen (15)days after Grantor has notice of the filing,secure the discharge of the lien,or If requested by Lender, deposit with Lender cash or a sufficient corporate surety bond or other security satisfactory to Lender in an amount sufficient to,discharge the hen plus any costs and attorneys'fees or other charges that could accrue as a result of a foreclosure or sale under the den In any contest,Grantor shall defend itself and Lender and shall satisfy any adverse Judgment before enforcement against the Property Grantor shall name Lender as an additional obligee under any surety bond furnished In the contest proceedings Evidence of Payment Grantor shall upon demand furnish to Lender satisfactory evdence of payment of the taxes or assessments and shall authorize the appropriate governmental official to deliver to Lender at any time a written statement of the taxes and assessments against the Property Notice of Construction Grantor shall notify Lender at least fifteen(15)days before any work is commenced,any services are furnished, or any materials are supplied to the Properly, n any mechanic's lien,m atenaanen's den,or other den could be asserted on account of the work, services,or materials Grantor wd upon request of Lender furnish to Lender advance assurances satisfactory to Lender that Grantor can and will pay the cost of such improvements PROPERTY DAMAGE INSURANCE The following provisions relating to nsumg the Property are a part of this Deed of Trust 1 • • 04-21-2000 'DEED OF TRUST Page 5 Loan No • (Continued) Maintenance of Insurance Grantor shall procure and maintain policies of fire insurance with standard extended coverage endorsements on a replacement basis for the full insurable value covering all Improvements on the Real Property in an amount sufficient to avoid application of any coinsurance clause, and with a standard mortgagee clause in favor of Lender Grantor shall also procure,and maintain comprehensive general liability insurance in such • coverage amounts as Lender may request with trustee and Lender being named as additional insureds in such liability insurance policies Additionally, Grantor shall maintain such other insurance, including but not limited to hazard,business interruption, and boiler insurance,as Lender may reasonably require Policies shall be written n form, amounts, coverages and basis reasonably acceptable to Lender and issued by a company or companies reasonably acceptable to Lender Grantor, upon request of Lender,will deliver to Lender from time to time the policies or certificates of insurance in form satisfactory to Lender, including stipulations that coverages will not be cancelled or diminished without at least ten(10)days'prior written notice to Lender Each insurance policy also shall include an endorsement providing that coverage in favor of Lender will not be impaired in any way by any act, omission or default of Grantor or any other person Should the Real Property al any time become-located In an area designated by the Director of the Federal Emergency Management Agency as a special flood hazard area,Grantor agrees to obtain and maintain Federal Flood Insurance for the full unpaid principal balance of the loan and any prior hens on the properly securng the loan, up to the maximum policy hints set under the National Flood Insurance Program,or as otherwise required by Lender,and to maintain such insurance for the term of the loan Application of Proceeds Grantor shall promptly notify Lender of any loss or damage to the Property if the estimated cost of repair or replacement exceeds$500 00 Lender may make proof of loss if Grantor fails to do so within fifteen (15)days of the casualty Whether or not Lender's security is impaired,Lender may,at its election,receive and retain aQ the proceeds of any insurance and apply the proceeds to the reduction of the Indebtedness, payment of any lien affecting the Property, or the restoration and repair of the Property If Lender elects to apply the proceeds to restoration and repair, Grantor shall repair or replace the damaged or destroyed Improvements in a manner satisfactory to Lender Lender shall,upon satisfactory proof of such expenditure,pay or reimburse Grantor from the •a proceeds for the reasonable cost of repair or restoration if Grantor is not in default under this Deed of Trust •Any c_► proceeds which have not been disbursed within 100 days after their receipt and which Lender has not committed to the repair or restoration of the Property shall be used first to pay any amount owing to Lender under this Deed of Trust, then to pay accrued nterest, and the remainder, it any, shall be applied to the principal balance of the Indebtedness If Under holds any proceeds after payment n full of the Indebtedness,such proceeds shall be paid • to without nterest to Grantor as Grantor's interests may appear Unexpired Insurance at Sale Any unexpired insurance shall inure to the benefit of,and pass to,the purchaser of the Property covered by this Deed of Trust at any trustee's sale or other sale held under the provisions of this Deed of o Trust,or at any foreclosure sale of such Property cv Grantor's Report on Insurance Upon request of Lender,however not more than once a year,Grantor shall furnish to Lender a report on each existing policy of insurance showing (a)the name of the insurer, (b)the nsks insured, (c)the amount of the policy, (d)the property insured,the then current replacement value of such property,and the manner of determining that value,and (e)the expiration date of the policy Grantor shall,upon request of Lender. have an independent appraiser satisfactory to Lender determine the cash value replacement cost of the Property EXPENDITURES BY LENDER If Grantor fails to comply with any provision of this Deed of Trust, or if any action or proceeding is commenced that would materially affect Lender's interests n the Property,Lender on Grantors behalf may, • but shall not be required to,take any action that Lender deems appropriate My amount that Lender expends in so doing will bear interest at the rate provided for in the Note from the date incurred or paid by Lender to the date of repayment by Grantor All such expenses,at Lender's option,will (a)be payable on demand, (b)be added to the balance of the Note and be apportioned among and be payable with any installment payments to become due during either (i)the term of any applicable insurance policy or (a)the remaining term of the Note,or (c)be treated as a balloon payment which will be due and payable at the Note's maturity This Deed of Trust also will secure payment of these amounts The rights provided for in this paragraph shall be in addition to any other rights or any remedies to which Lender may be entitled on account of the default Any such action by Lender shall not be construed as curing the default so as to bar Lender from any remedy that it'otherwise would have had • WARRANTY,DEFENSE OF TITLE The following provisions relating to ownership of the Property are a part of this Deed of Trust • Title Grantor warrants that (a)Grantor holds good and marketable title of record to the Property in fee simple,free • and clear of all liens and encumbrances other than those set forth in the Real Property description or in any bile insurance policy,title report,or final title opinion issued n favor of,and accepted by,Lender n connection with this Deed of Trust,and (b)Grantor has the full right,power, and authority to execute and deliver this Deed of Trust to Lender Defense of Trite Subject to the exception in the paragraph above,Grantor warrants and will forever defend the title to the Property against the lawful claims of ell persons In the event any action or proceeding is commenced that questions Grantor's title•or the interest of Trustee or Lender under this Deed of Trust,Grantor shall defend the action at Grantor's expense Grantor may be the nominal party in such proceeding, but Lender shall be entitled to participate n the proceeding and to be represented in the proceeding by counsel of Lender's own choice, and Grantor will deliver,or cause to be delivered,to Lender such instruments as Lender may request from time to time to 04-21-2000 DEED OF TRUST Page 6 - Loan No - (Continued) permit such particc,pet=on - Compliance With Laws Grantor warrants that the Property and Grantor's use of the Property complies with all m eiestng applicable laws,ordinances,and regulations of governmental authorities CONDEMNATION. The following provisions relating to condernnabon proceedings are a pert of this Deed of Trust o Application of Net Proceeds. If all or any part of the Property is condemned by eminent domain proceedings or by arty proceeding or purchase in lieu of condermabon,Lender may at its election require that all or any portion of the net proceeds of the award be applied to the Indebtedness or the repair or restoration of the Property The net proceeds of the award shall mean the award after payment of all reasonable costs,expenses,and attorneys' fees incurred by Trustee or Lender in connection with the condemnation Proceedings If arty proceeding in condemnation Is filed,Granter shall promptly notify Lender In writing,and Grantor shell promptly take such steps as may be necessary to defend the action and obtain the award Grantor may be the c nominal party In such proceeding,but Lender shalt be entitled to participate In the proceeding and to be represented In the proceeding by counsel of Its own choice all at Grantor's expense, and Grantor civil deliver or cause to be o delivered to Lender such Instruments as may be requested by it from time to time to permit such participation IMPOSITION OF TAXES,FEES AND CHARGES BY GOVERNMENTAL AUTHORITIES The following provisions relating to governmental taxes,fees and charges are a pert of this Deed of Trust Current Taxes,Foes and Charges. Upon request by Lender,Grantor shall execute such documents hi addition to this Deed of Trust and take whatever other action is requested by Lender to perfect and continue Lenders lien on the Reel Property Grantor shall reimburse Lender for all taxes,as described below,together with all expenses Incurred n recording, perfecting or contnuup this Deed of Trust, including without limitation all taxes, fees, documentary stamps,and other charges for recording or registering this Deed ci Trust Taxes. The}clawing shall constitute taxes to which this section applies (a)a specific tax upon this type of Deed of Trust or upon all or any part of the Indebtedness secured by the;Deed of Trust, (b)a specific tax on Grantor which Grantor Is authonzed or required to deduct from payments on the Indebtedness secured by this type of Deed of Trust, (c)a tax on the type of Deed of Trust chargeable agarist the Lender or the holder of the Note,and (d) a specific tax on all or any portion of the Indebtedness or on payments of pnncipal and Interest made by Grantor Subsequent Taxes. if any tax to which the section applies is enacted subsequent to the date of this Deed of Trust, this event shall have the same effect as an Event of Default(as defined below),and Lender may exercise any or all of its avalable remedies for an Event of Default as provided below unless Grantor either (a) pays the tax before it becomes delinquent,or (b)contests the tax as provided above n the Taxes and Liens section and deposits with Lender cash or a sufficient corporate surety bond or other security satisfactory to Lender , SECURITY AGREEMENT; FINANCING STATEMENTS The hollowing provisions relating to the Deed of Trust as a security agreement are a part of the Deed of Trust Security Agreement. This instrument shall constitute a security agreement to the extent any of the Property constitutes fixtures or other personal property,and Lender shall have all of the rights of a secured party under the Uniform Commercial Code as amended from time to time Security Interest Upon request by Lender, Grantor shall execute financing statements and take whatever other action is requested by Lender to perfect and continue Lender's security Interest n the Rents and Personal Property In addrbon to recording this Deed of Trust n the real property records,Lender may,at any tine and without further authorization from Grantor, fie executed counterparts,copies or reproductions of this Deed of Trust as a financing statement Grantor stall reimburse Lender for all expenses incurred in perfecbng or continuing this secunty interest Upon default,Grantor shall assemble the Personal Property In a manner and at a place reasonably convenient to Grantor and Lender and make it avaiable to Lender within three(3)days after receipt d written demand from Lender Addresses. The mailing addresses of Grantor (debtor) and Lender (secured party), from which rnformabon concerning the security interest granted by this Deed of Trust may be obtained (each as required by the Uniform Commercial Code),are as stated on the first page of the Deed of Trust FURTHER ASSURANCES, ATTORNEY-IN-FACT. The following provisions relating to further assurances and attorney-n-fact are a pert of Ues Deed of Trust Further Assurances. At any time, and from time to time,upon request of Lender, Grantor wil make,execute and delver,or will cause to be made,executed or delivered,to Lender or to Lenders designee,and when requested by Lender,cause to be fled,recorded,raided,or rerecorded,as the case may be,at such times and n such offices and places as Lender may deem appropnate, any and all such mortgages, deeds of trust, security deeds, security agreements,financing statements, continuation statements; instruments of further assurance,certificates, and other documents as may,in the sole opinion of Lender,be necessary or desirable in order to effectuate,complete,perfect, continue,or preserve (a)the obligations of Grantor under the Note,this Deed of Trust,and the Related Documents, and (b)the liens and security nterests created by this Deed of Trust as first and prior bens on the Property,whether now owned or hereafter acquired by Grantor Unless prohibited by law or agreed to the contrary by Lender in writing,Grantor shalt reimburse Lender for all costs and expenses incurred n connection with the matters referred to _ I • 04-21-2000 DEED OF TRUST Page 7 Loan No (Continued) • in this paragraph Attorney-in-Fact If Grantor fads lo do any of the things referred to in the preceding paragraph,Lender may do so for and in the name of Grantor and at Grantor's expense For such purposes,Grantor hereby irrevocably appoints Lender as Grantor's attorney-in-fact for the purpose of makng,executing,delivemg,filing,recording,and doing all other things as may be necessary or desirable,in Lender's sole opinion,to accomplish the matters referred to in the preceding paragraph PARTIAL RELEASES. Lander shall execute partial releases of the ben of this Deed of Trust upon the folowng conditions WHEN INDIVIDUAL LOTS ARE PAID IN FULL FULL PERFORMANCE If Grantor pays all the Indebtedness when due, terminates the line of credit, and otherwise performs all the obligations reposed upon Grantor under this Deed of Trust,Lender shall execute and deliver to Trustee a request for full reconveyance and shall execute and deliver to Grantor suitable statements of termination of any financing statement on file evidencing Lender's security interest in the Rents and the Personal Property Any reconveyance fee shall be paid by Grantor,if permitted by applicable law The grantee in any reconveyance may be described as the'person or persons legally entitled thereto',and the recitals in the reconveyance of any matters or facts shall be conclusive proof of the truthfulness of any such matters or facts DEFAULT. Each of the following,at the option of Lender,shall constitute an event of default('Event of Default')under this coDeed of Trust r-- Detautt on Indebtedness Failure of Grantor to make any payment when due on the Indebtedness Default on Other Payments Failure of Grantor within the time required by this Deed of Trust to make arty payment for taxes or insurance,or any other payment necessary to prevent filing of or to effect discharge of any hen Default In Favor of Third Parties Should Borrower or any Grantor default under any loan, extension of credit, security agreement,purchase or sales agreement, or any other agreement,in favor of any other creditor or person a that may rnatenally affect any of Borrower's property or Borrower's or any Grantor's ability to repay the Loans or u-, perform their respective obligations under this Deed of Trust or any of the Related Documents Compliance Default Failure of Grantor to comply with any other term,obligation,covenant or condition contained in this Deed of Trust,the Note or in any of the Related Documents o False Statements Any warranty, representation or statement made or furnished to Lender by or on behalf of Grantor under this Deed of Trust.the Note or the Related Documents is false or misleading in any material respect, `" either now or at the time made or furnished Defective Collaterallzatlon This Deed of Trust or any of the Related Documents ceases to be in full force and effect (including failure of any collateral documents to create a valid and perfected security interest or hen)at any time and tor any reason Death or Insolvency The dissolution(regardless of whether election to continue is made),any member withdraws from the limited liability company,or any other termination of Grantor's existence as a going business or the death of any member, the insolvency of Grantor, the appointment of a receiver for any part of Grantor's property, any assigrment for the benefit of creditors,any type of creditor workout,or the commencement of any proceeding under any bankruptcy or insolvency laws by or against Grantor Foreclosure, Forfeiture, etc ' Commencement of foreclosure or forfeiture proceedings, whether by judicial proceeding,self-help,repossession or any other method,by any creditor of Grantor or by any governmental agency against any of the Property However,this subsection shall not apply in the event of a good faith dispute by Grantor • as to the validity or reasonableness of the claim which is the basis of the foreclosure or forefedure proceeding, provided that Grantor gives Lender written notice of such clam and furnishes reserves or a surety bond for the claim satisfactory to Lender Breach of Other Agreement My breach by Grantor under the terms of any other agreement between Grantor and Lender that is not remedied within any grace penod provided therein, including without limitation any agreement concerning any indebtedness or other obligation of Grantor to Lender,whether existing now or later Events Affecting Guarantor Any of the preceding events occurs with respect,to any Guarantor of any of the • Indebtedness or any Guarantor dies or becomes incompetent,or revokes or disputes the validity of,or liability under, any Guaranty of the Indebtedness Adverse Change. A material adverse change occurs in Grantor's financial condition,or Lender believes the prospect of payment or performance of the indebtedness is impaired Insecurity. Lender in good faith deems itself insecure RIGHTS AND REMEDIES ON DEFAULT Upon the occurrence of any Event of Default and at arty tine thereafter,Trustee or Lender,at its option,may exercise any one or more of the following rights and remedies,in addition to arty other rights or remedies provided by law Accelerate Indebtedness Lender shalt have the right at its option to declare the entire Indebtedness rnrnediately • • • 04-21-2000 DEED OF TRUST • Page 8 - Loan No (Continued) due and payable,including any prepayment penalty which Grantor would be required to pay • Foreclosure. With respect to all or any part of the Real Property,the Trustee shall have the right to exercise its ' power of sale and to foreclose by notice and sale,and Lender shall have the right to foreclose by judicial foreclosure, n either case in accordance with and to the full extent provided by applicable law UCC Remedies With respect to all or any part of the Personal Property, Lender shall have all the rights end remedies of a secured party under the Uniform Commercial Code Collect Rents. Lender shall have the right,without nonce to Grantor,to take possession of and manage the Property end collect the Rents,including amounts past due and unpaid,and apply the net proceeds,over and.above Lender's costs,against the Indebtedness In furtherance of this right, Lender may require any tenant or other user of the Property to make payments of rent or use fees directly to Lender t the Rents are collected by Lender,then Grantor • irrevocably designates Lender as Grantors attorney-in-fact to endorse instruments received In payment thereof In the name of Grantor and to negotiate the same and collect the proceeds Payments by tenants or other users to Lender o in response to Lender's demand shall satisfy the obligations for which the payments are made,whether or not any tr) proper grounds for the demand existed Lender may exercise its rights under this subparagraph either in person,by agent,or through a receiver Appoint Receiver. Lender shall have the right to have a receiver appointed to take possession of all or any part of the Property, with the power to protect and preserve the Pro perty, to operate the Property preceding or pending foreclosure or sate,and to collect the Rents from the Property and apply the proceeds,over and above the cost of L"-r the receivership,against the Indebtedness The receiver may serve without bond if permitted by law Lender's right to the appointment of a receiver shall exist whether or not the apparent value of the Property exceeds the • Indebtedness by a substantial amount Employment by Lender shall not disqualify a person from serving as a receiver • Tenancy at Sufferance If Grantor remains in possession of the Property after the Property Is sold as provided above or Lender otherwise becomes entitled to possession of the Property upon default of Grantor, Grantor shall become a tenant at sufferance of Lender or the purchaser of the Property and shall,at Lender's option,either (a)pay a reasonable rental for the use of the Property,or (b)vacate the Property immediately upon the demand of Lender Other Remedies Trustee or Lender shall have any other right or remedy provided in this Deed of Trust or the Note or by law Notice of Sale. Lender shall give Grantor reasonable notice of the time and place of any public sale of the Personal Property or of the time after which any private sale or other intended disposition of the Personal Property is to be _ made Reasonable notice shall mean notice given at feast ten(10)days before the time of the sale or disposition Any sale of Persona!Property may be made in conjunction with any sale of the Real Property Sale of the Property. To the extent permitted by applicable law,Grantor hereby waives any and all rights to have • the Property marshalled In exercising its rights and remedies,the Trustee or Lender shall be free to sell all or any part of the Property together or separately, in one sale or by separate sales Lender shall be entitled to bid at any public sale on al or any portion of the Property Waiver; Election of Remedies. A waiver by any party of a breech of a provision of this Deed of Trust shall not constitute a waiver of or prejudice the party's nghts otherwise to demand stnct compliance with that provision or any other provision Section by Lender to pursue any remedy provided n this Deed of Trust,the Note, in any Related Document,or provided by law shall not exclude pursuit of any other remedy,and an election to make expenditures or to take action to perform an obligation of Grantor under this Deed of Trust after failure of Grantor to perform shall not affect Lender's right to declare a default and to exercise any of its remedies • 'Attorneys'Fees;Expenses. If Lender institutes arty suit or action to enforce any of the terms of this Deed of Trust, Lender shall be entitled to recover such sum as the court may adjudge reasonable as attorneys'fees at trial and on any appeal Whether or not any court action is involved,all reasonable expenses incurred by Under which in Lender's opinion are necessary at any time for the protection of its Interest or the enforcement of its rights shall become a part of the Indebtedness payable on demand and shall bear interest at the Note rate from the dale of expenditure until repaid Expenses covered by this paragraph include,without limitation,however sutt)ect to any Imits under applicable law,Lender's attorneys'fees whether or not there is a lawsuit,including attorneys'fees for bankruptcy proceedings(including efforts to modify or vacate any automatic stay or injunction), appeals and any enbcpated post-judgment collection services, the cost of searching records, obtaining title reports (including foreclosure reports),surveyors'reports,appraisal fees,title insurance,and fees for the Trustee,to the extent permitted by applicable taw Grantor also will pay any court costs,In addition to all other sums provided by law Rights of Trustee. Trustee shall have all of the rights and duties of Lender as set forth in this section POWERS AND OBLIGATIONS OF TRUSTEE The blowing provisions relating to the powers end obligations of Trustee (pursuant to Lenders instructions)are part of this Deed of Trust Powers of Trustee In addition to al powers of Trustee ansing as a matter of law,Trustee shall have the power to take the following actions with respect to the Property upon the written request of Lender and Grantor (a)join in prepanng and filing a map or plat of the Real Property,including the dedication of streets or other rights to the public, • • • 04-21'-2000 DEED OF TRUST Page 9 _ Loan No (Continued) • • (b)join in granting any easement or creatng any restriction on the Real Property,and (c)join in any subordination or other agreement affecting this Deed of Trust or the interest of Lender under this Deed of Trust Obtlgattons to Notify. Trustee shall not be obligated to notify arty other party of a pending sale tinder any other trust deed or ben,or of any action or proceeding n which Grantor,Lender,or Trustee shall be a party,unless required by applicable law,or unless the action or proceeding is brought by Trustee Trustee Trustee shall meet all qualifications required for Trustee under applicable taw In addition to the rights and remedies set forth above,with respect to all or any part of the Property,the Trustee shall have the right to foreclose • by notice and sale,and Lender shall have the right to foreclose by judicial foreclosure, in either case in accordance with and to the full extent provided by applicable law Successor Trustee Lender,at Lender's option,may from time to time appoint a successor Trustee to any Trustee appointed hereunder by an instrument executed and acknowledged by Lender and recorded in the office of the recorder d KING County,Washington The Instrument shall contain,in addition to all other matters required by state law,the names of the original Lender,Trustee,and Grantor,the book and page or the Auditor's File Number where this Deed of Trust is recorded,and the name and address of the successor trustee,and the instrument shall be executed and acknowledged by Lender or Its successors n interest The successor trustee,without conveyance of the Property,shall succeed to all the title,power,and duties conferred upon the Trustee in this Deed of Trust and by applicable law This procedure for substitution of trustee shall govern to the exclusion of all other provisions for to substitution NOTICES TO GRANTOR AND OTHER PARTIES Subject to applicable law,and except for notice required or allowed by law to be given in another manner,any notice under this Deed of Trust shall be in wntng, may be sent by telefacsimile (unless otherwise required by law), and shall be effective when actually delivered,or when deposited with a nationally recognized overnight courier,or,if maited,shall be deemed effective when deposited in the United States mail first class, certified or registered mail, postage prepaid,directed to the addresses shown near the beginning of this Deed of Trust Any party may change its address for notices under this Deed of Trust by giving formal written notice to the other parties, specifying that the purpose of the notice is to change the party's address All copies of notices of foreclosure from the `n holder of any hen which has priority over this Deed of Trust shall be sent to Lender's address, as shown near the co' beginning of this Deed of Test For notice purposes,Grantor agrees to keep Lender and Trustee informed at all times of Grantor's current address o • ACCESS LAWS (a)Grantor agrees that Grantor and the Property shall at all times strictly comply with the requirements c" of the Americans with Disabilities Act of 1990,the Fair Housing Amendments Act of 1988,and other federal,state,or local laws or ordinances related to disabled access,or any statute, rule, regulation,ordinance,order of governmental bodies and regulatory agencies,or order or decree of any court adopted or enacted with respect thereto, as now existing or hereafter amended or adopted (collectively, the 'Access Laws') At any time, Lender may require a certificate of compliance with the Access Laws and indemnification agreement in a form reasonably acceptable to Lender Lender may also require a certificate of compliance with the Access Laws from an architect,engineer,or other third party acceptable to • Lender (b)Notwithstanding any provisions set forth herein or in any other document,Grantor shall not alter or permit any tenant or other person to alter the Property in any manner which would increase Grantor's responsibilities for compliance with the • Access Laws without the poor wntten approval of Lender In connection with such approval, Lender may require a certificate of compliance with the Access Laws from an architect,engineer,or other person acceptable to Lender (c)Grantor agrees to give prompt written notice to Lender of the receipt by Grantor of any dawns of violation of any of the Access•Laws and of the commencement of any proceedings or investigations which relate to compliance with any of the Access Laws (d)Grantor shall ridemmfy,defend,and hold harmless Lender from and against any and all clams,demands,damages, costs,expenses,losses,Iiabdibes,penalties,fries,and other proceedings including without limitation reasonable attorneys • fees and expenses arising directly or indirectly from or out of or n any way connected with any failure of the Property to comply with any of the Access Laws The obligations and liabilities of Grantor'under this section shall survive any termination, satisfaction, assignment, judicial or nonjudicial foreclosure proceeding, or delivery of a deed in lieu of foreclosure MISCELLANEOUS PROVISIONS The following miscellaneous provisions are a part of this Deed of Trust . Amendments This Deed of Trust,together with any Related Documents,constitutes the entire understanding and - agreement of the parties as to the matters set forth in this Deed of Trust No alteration of or amendment to this Deed of Trust shaft be effective unless given in writing and signed by the party Or parties sought to be charged or bound by the alteration or amendment Annual Reports If the Property is used for purposes other than Grantor's residence,Grantor shall furnish to Lender, upon request, a certified statement of net operating income received from the Property during Grantor's previous fiscal year in such form and detail'as Lender shall require. "Net operating income'shall mean all cash receipts from the Property less all cash expenditures made in connection with the operation of the Property 1� i • 04-21-2000 DEED OF TRUST Page 10 ' _ Loan No (Continued) • Arbitration. Lender and Grantor agree that ail disputes, claims and controversies between them, whether Individual,joint,or class In nature,arising from this Deed of Trust or otherwise, Including without limitation co contract and tort disputes,shall be arbitrated pursuant to the Rules of the American Arbitration Association, re- upon request of either party. No act to take or dispose of any Collateral shall constitute a waiver of this arbitration agreement or be prohibited by this arbitration agreement This includes,without limitation,obtaimg Injtnctnre relief 0 or a temporary restraining order,invoking a power of sale under any deed of trust or mortgage,obtaining a writ of o attachment or imposition cf a receiver, or exercising any rights relating to personal property, including taking or disposing of such property with or without judicial process pursuant to Article 8 of the Uniform Commercial Code Any disputes, dims, or controversies concerning the lawfulness or reesonabienesa of any act,or exercise of any o nght.concerning any Collateral,ndudng any dawn to rescind,reform,or otherwise modify any agreement relating to 41'7 the Collateral,shall also be arbitrated,provided however that no arbitrator shall have the right or the power to enjoin or restrain any act of any party Judgment upon any award rendered by any arbitrator may be entered ln any court a having junediction Nothing In this Deed of Trust shall preclude any party from seeking equitable relief from a court of competent lunadtcbon The statute of Imitations, estoppel, waiver, !aches, and similar doctrines which would 0 otherwise be applicable in an action brought by a party shall be applicable in any arbitration proceeding,and the cv carcnencement of an arbitration proceeding shall be deemed the commencement of an action for these purposes The Federal Arbitration Act shall apply to the construction,Interpretation,and enforcement of this arbitration provision Applicable Law. This Deed of Trust has been delivered to Lander and accepted by Lender in the State of Washington. Subject to the provisions on arbitration,this Deed of Trust shall be governed by and construed in accordance with the laws of the State of Washington. Caption headings. Caption headings in this Deed of Trust are for convenience purposes orgy and are not to be used to interpret or define the provisions of this Deed of Trust Merger. There shall be no merger of the interest or estate created by this Deed of Trust with any other Interest or estate in the Property at any tine held by or for the benefit of Lender in any capacity,without the written consent of Lender Multiple Parties. All obligations of Grantor under this Deed of Trust shall be pint and several,and at references to Grantor shall mean each and every Grantor This means that each of the persons signing below is responsible for all obligations in this Deed of Trust Severabllity if a writ of competent junsdicbon finds any provision of this Deed of Trust to be invalid or unenforceable as to any person or circumstance,such finding shall not render that provision invalid or unenforceable as to any other persons or circumstances If feasible,any such offending provision shall be deemed to be modified to be within the Knits of enforceability or validity,however,if the offending provision cannot be so modifled,It shall be stricken and all other provisions of this Deed of Trust In all other respects shall remain veld and enforceable Successors and Assigns Subject to the limitations stated in this Deed of Trust on transfer of Grantor's Interest,this Deed of Trust shall be banding upon and inure to the benefit of the parties, their successors and assigns II ownership of the Property becomes vested in a person other than Grantor,Lender,without notice to Grantor, may deal with Grantor's successors with reference to this Deed of Trust and the Indebtedness by way of forbearance or extension without releasing Grantor from the obligations of teas Deed of Trust or liability under the Indebtedness Time Is of the Essence. Time is of the essence in the performance of this Deed of Trust Waivers and Consents Lender shall not be deemed to have waived any rights under this Deed of Trust(or under the Related Documents)unless such waiver is in writing and signed by Lender No delay or omission on the part of Lender n exercising any right shall operate as a waiver of such nght or any other nght A waiver by any party of a • provision of this Deed of Trust shall not constitute a waiver of or prejudice the party's nght otherwise to demand strict compliance with that provision or any other provision No prior waiver by Lender,nor any course of dealing between Lender and Grantor,shall constitute a waiver of any of Lenders rights or any of Grantor's obligations as to any future transactions Whenever consent by Lender is required in this Deed of Trust,the granting of such consent by Lender n any instance shall not constitute continuing consent to subsequent instances where such consent is required Waiver of Homestead Exemption, Grantor hereby releases and waives ell rights and benefits of the homestead exemption laws of the State of Washington as to all Indebtedness secured by this Deed of Trust t • r R • 04-21-2000 DEED OF TRUST Page 11 - Loan No (Continued) Unless you provide us with evidence of the Insurance coverage as required by our contract or loan agreement, we may purchase insurance at your expense to protect our interest. This insurance may, but need not, also protect your interest. If the collateral becomes damaged, the coverage we purchase may not pay any claim you make or any claim made against you. You may later cancel this coverage by providing evidence that you have obtained property coverage elsewhere. You are responsible for the cost of any insurance purchased by us. The cost of this Insurance may be added to your contract or loan balance. If the cost is added to your contract or loan balance, the Interest rate on the underlying contract or loan will apply to this added amount. The effective date of coverage may be the date your prior coverage lapsed or the date you failed to provide proof of coverage The coverage we purchase may be considerably more expensive than insurance you can obtain on your own and may not satisfy any need for property damage coverage or any mandatory liability insurance requirements imposed by applicable law. EACH GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS DEED OF TRUST, AND EACH co N GRANTOR AGREES TO ITS TERMS GRANTOR o UBERtTY RIDGE L L C By. (‘‘-: •-••-•-\W\PY\(\..,,& By cr GARY M M NO,Manager DONALD J ME NO,Manager 0 p LIMITED LIABILITY COMPANY ACKNOWLEDGMENT o . cr STATE OF WCt5 Nil to II ) • • SS G y-\OY Ex;- •: COUNTY OF K n 1 ��p-r QQJf_ t' QQv.- ry °; On ttus cP&7►I. day of ri 20 00 ,belort� ,1Gt+- •g isiAoff Public,personalty appeared GARY M MERUNO,Mane of LIBERTY RIDGE L L C, offal • �. •. Rib, Manager of UBERTY RIDGE L L C, and personally known to me or proved to me on the bask• sGpf ence to be members or designated agents of the limited liability company that executed the Deed of T .tlpnk edged the Deed of Trust to be the free and voluntary act and deed of the limited liability company,by authority of statute,Its articles of organization or its operating agreement, for the uses end purposes therein mentioned, and on oath stated that they are authorized to execute) Deed of Trust din xecuted the Deed of Trust on behalf of the lir,It�liabiiillityr/company, By Residing et lc t r k-+a-n d Notary Public In and for the State o �k My commission expires o/ 10 f O0 • • & t y • 141 • • • 04-21-2000 DEED OF TRUST Page 12 - Loan No _ (Continued) REQUEST FOR FULL RECONVEYANCE To ,Trustee The undermined rs the legal owner and holder of all ridebtedness secured by this Deed of Trust You are hereby requested,upon payment of all sums owing to you,to recormey without warranty,to the persons enbtled thereto,the nght, btle and Interest now held by you under the Deed of Trust Datr. Banetidary BY- Its. LASER PRO,Rep U S PM d T M OR VW 3 29(C)Ccf c®Mru 2000 Al nphte reamed IwAG01 LIBERTY LN Ce OVLJ • • • • • ' I HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 04-05-2000 Center For Microcomputers In Transportation Streets: (E-W) NE SUNSET BLVD. (N-S) EDMONDS AVENUE Analyst: GR File Name: DASUNED.HC9 Area Type: Other 4-5-0 AM PEAK Comment: 2004 AM PEAK HOUR (WITH PROJECT) Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes .1 2 < 0 1 2 < 0 0 > 2 < 0 0 > 2 < 0 Volumes 55 541 17 6 910 17 46 76 7 3 10 67 PHF or PK15 0.95 0.95 0.95 0.88 0.88 0.88 0.81 0.81 0.81 0.76 0.76 0.76 Lane W (ft) 12.0 12. 0 12.0 12 . 0 11. 0 11. 0 Grade 1 -1 2 -3 % Heavy- Veh 10 10 10 3 3 3 6 6 6 4 4 4 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 13. 6 s (Y/N) Y 13.6 s (Y/N) Y 17.5 s (Y/N) Y 17.5 Arr Type 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3. 00 3. 00 3.00 3. 00 3.00 3. 00 3. 00 3.00 3. 00 3 . 00 3.00 3. 00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 1 EB Left * * NB Left * Thru * * Thru * Right * * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 8. OA 2.OA 32. OA Green 22. OA Yellow/AR 4.0 4.0 4. 0 Yellow/AR 4. 0 Cycle Length: 80 secs Phase: combination order: #1 #2 #3 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 306 1633 0.189 0.188 17.7 C 9.2 B TR 1668 3421 0.369 0.488 8.3 B WB L 198 1761 0. 035 0.112 20.4 C 14.0 B TR 1525 3698 0.725 0.412 14. 0 B NB LTR 812 2826 0.207 0.287 14. 0 B 14.0 B SB LTR 847 2946 0.130 0.287 13. 6 B 13.6 B Intersection Delay = 12.4 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9. 0 sec Critical v/c(x) = 0.444 1 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 04-05-2000 Center For Microcomputers In Transportation Streets: (E-W) NE SUNSET BLVD. (N-S) EDMONDS AVENUE Analyst: GR File Name: DPSUNED.HC9 Area Type: Other 4-5-0 PM PEAK Comment: 2004 PM PEAK HOUR (WITH PROJECT) Eastbound Westbound Northbound Southbound L T R L T R L T R L T R -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 < 0 1 2 < 0 0 > 2 < 0 0 > 2 < 0 Volumes 136 1074 71 29 784 12 37 31 23 43 45 87 PHF or PK15 0.93 0.93 0.93 0.95 0.95 0.95 0.88 0.88 0.88 0.88 0.88 0.88 Lane W (ft) 12. 0 12.0 12.0 12.0 11.0 11.0 Grade 1 -1 2 -3 % Heavy Veh 1 1 1 4 4 4 0 0 0 2 2 2 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 13.6 s (Y/N) Y 13.6 s (Y/N) Y 17.5 s (Y/N) Y 17.5 Arr Type 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3. 00 3. 00 3.00 3. 00 3.00 3.00 3.00 3.00 3. 00 3. 00 3.00 3. 00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * * Thru * Right * * Right * Peds Peds WB Left * SB Left * Thru * Thru *Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 8.OA 8.OA 34.OA Green 24.OA Yellow/AR 4. 0 4. 0 4. 0 Yellow/AR 4.0 Cycle Length: 90 secs Phase combination order: #1 #2 #3 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 415 1778 0.352 0.233 18.8 C 11.6 B TR 1937 3709 0.668 0.522 10.8 B WB L 174 1744 0.178 0.100 24.0 C 15.2 C TR 1425 3664 0.618 0.389 14.9 B NB LTR 746 2685 0.145 0.278 15.8 C 15.8 C SB LTR 810 2917 0.258 0.278 16.4 C 16.4 C Intersection Delay = 13.4 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9. 0 sec Critical v/c(x) = 0.487 HCM:- SIGNALIZED INTERSECTION SUMMARY Version 2.4f 01-20-2000 Center For Microcomputers In Transportation Streets: (E-W) NE SUNSET BLVD. (N-S) EDMONDS AVENUE Analyst: GR File Name: FPSUNED.HC9 Area Type: Other 1-20-0 PM PEAK Comment: : 05 PM PEAR HOUR (W/OUT PROJECT) Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 1 2 < 0 1 2 < 0 0 > 2 < 0 0 > 2 < 0 Volumes 136 1074 57 29 784 12 29 31 23 43 45 87 PHF or PK15 0.93 0.93 0.93 0.95 0.95 0.95 0.88 0.88 0.88 0.88 0.88 0.88 Lane W (ft) 12.0 12.0 12.0 12.0 11.0 11.0 Grade 1 -1 2 -3 % Heavy Veh 1 1 1 4 4 4 0 0 0 2 2 2 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 13.6 s (Y/N) Y 13.6 s (Y/N) Y 17.5 s (Y/N) Y 17.5 Arr Type 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3. 00 3.00 3.00 3.00 3. 00 3.00 3 .00 3. 00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * * Thru * Right * * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 8.OA 8.OA 34.OA Green 24.OA Yellow/AR 4.0 4.0 4.0 Yellow/AR 4.0 Cycle Length: 90 secs Phase combination order: #1 #2 #3 #5 . Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 415 1778 0.352 0.233 18.8 C 11.5 B TR 1940 3715 0.658 0.522 10.7 B WB L 174 1744 0.178 0.100 24. 0 C 15.2 C TR 1425 3664 0.618 0.389 14.9 B NB LTR 767 2760 0.129 0.278 15.7 C 15.7 C SB LTR 816 2936 0.256 0.278 16.4 C 16.4 C Intersection Delay = 13.3 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9.0 sec Critical v/c(x) = 0.481 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 01-20-2000 Center For Microcomputers In Transportation Streets: (E-W) NE SUNSET BLVD. (N-S) EDMONDS AVENUE Analyst: GR File Name: XASUNED.HC9 Area Type: Other 1-20-0 AM PEAK Comment: EXISTING AM PEAR HOUR Eastbound Westbound Northbound Southbound L T R L T R L T R L T R -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 < 0 1 2 < 0 0 > 2 < 0 0 > 2 < 0 Volumes 50 490 11 5 824 15 27 69 6 3 9 61 PHF or PR15 0.95 0.95 0.95 0.88 0.88 0.88 0.81 0.81 0.81 0.76 0.76 0.76 Lane W (ft) 12.0 12.0 12.0 12.0 11.0 11. 0 Grade 1 -1 2 -3 % Heavy Veh 10 10 10 3 3 3 6 6 6 4 4 4 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 13. 6 s (Y/N) Y 13.6 s (Y/N) Y 17.5 s (Y/N) Y 17.5 Arr Type 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3 .00 3. 00 3.00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * * Thru * Right * * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green_ 8.OA 2.OA 32.OA Green 22.OA Yellow/AR 4. 0 4. 0 4.0 Yellow/AR 4.0 Cycle Length: 80 secs Phase combination order: #1 #2 #3 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay - LOS Delay LOS EB L 306 1633 0. 173 0.188 17.7 C 9.0 B TR 1670 3426 0.332 0.488 8.1 B WB L 198 1761 0.030 0.112 20.4 C 13. 0 B TR 1525 3698 0.656 0.412 13. 0 B NB LTR 853 2966 0.154 0.287 13.7 B 13.7 B SB LTR 850 2955 0.119 0.287 13. 6 B 13. 6 B Intersection Delay = 11.8 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9.0 sec Critical v/c(x) = 0.391 II HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 01-20-2000 Center For Microcomputers In Transportation Streets: (E-W) NE SUNSET BLVD. (N-S) EDMONDS AVENUE Analyst: GR File Name: XPSUNED.HC9 Area Type: Other 1-20-0 PM PEAK Comment: EXISTING PM PEAK HOUR 1 Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 1 2 < 0 1 2 < 0 0 > 2 < 0 0 > 2 < 0 Volumes 123 973 47 26 710 11 24 28 21 39 41 79 PHF or PK15 0.93 0.93 0.93 0.95 0.95 0.95 0.88 0.88 0.88 0.88 0.88 0.88 j Lane W (ft) 12.0 12.0 12.0 12.0 11.0 11.0 ' Grade 1 -1 2 -3 % Heavy Veh 1 1 1 4 4 4 0 0 0 2 2 2 -1 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 13.6 s (Y/N) Y 13.6 s (Y/N) Y 17.5 s (Y/N) Y 17.5 Arr Type 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3.00 3.00 3. 00 3. 00 3. 00 3.00 3.00 3. 00 3. 00 3 . 00 3.00 3.00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * * Thru * Right * * Right * Peds Peds WB Left * SB Left * 1 Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 8.OA 8.OA 34.OA Green 24. OA Yellow/AR 4.0 4.0 4.0 Yellow/AR 4. 0 Cycle Length: 90 secs Phase combination order: #1 #2 #3 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 415 1778 0.318 0.233 18.6 C 10.9 B TR 1941 3717 0.593 0.522 10.0 B WB L . 174 1744 0.155 0.100 24. 0 C 14.6 B TR 1425 3663 0.559 0.389 14.3 B NB LTR 788 2839 0.110 0.278 15. 6 C 15. 6 C SB LTR 825 2972 0.230 0.278 16.2 C 16.2 C Intersection Delay = 12.7 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9.0 sec Critical v/c(x) = 0.433 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 01-20-2000 Center For Microcomputers In Transportation Streets: (E-W) NE SUNSET BLVD. (N-S) EDMONDS AVENUE Analyst: GR File Name: FASUNED.HC9 Area Type: Other 1-20-0 AM PEAK Comment: 2005. AM PEAK HOUR (W/OUT PROJECT) Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 < 0 1 2 < 0 0 > 2 < 0 0 > 2 < 0 Volumes 55 541 13 6 910 17 34 76 7 3 10 67 PHF or PK15 0.95 0.95 0.95 0.88 0.88 0.88 0.81 0.81 0.81 0.76 0.76 0.76 Lane W (ft) 12.0 12.0 12.0 12 .0 11.0 11.0 Grade 1 -1 2 -3 % Heavy Veh 10 10 10 3 3 3 6 6 6 4 4 4 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 13.6 s (Y/N) Y 13.6 s (Y/N) Y 17.5 s (Y/N) Y 17.5 Arr Type 3 3 3 3 3 3 1 RTOR Vols 0 0 0 0 Lost Time 3.00 3.00 3.00 3. 00 3.00 3.00 3.00 3.00 3.00 3.00 3. 00 3.00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * * Thru * Right * * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 8. OA 2.OA 32.OA Green 22. OA Yellow/AR 4. 0 4.0 4.0 Yellow/AR 4. 0 Cycle Length: 80 secs Phase combination order: #1 #2 #3 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 306 1633 0.189 0.188 17.7 C 9.1 B TR 1670 3425 0.367 0.488 8.3 B WB L 198 1761 0.035 0.112 20.4 C 14. 0 B TR 1525 3698 0.725 0.412 14.0 B NB LTR 836 2906 0.182 0.287 13.9 B 13.9 B SB LTR 848 2950 0.130 0.287 13. 6 B 13. 6 B Intersection Delay = 12.4 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9.0 sec Critical v/c(x). = 0.436 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 .4f 01-20-2000 Center For Microcomputers In Transportation Streets: (E-W) NE 4TH STREET (N-S) MONROE AVENUE Analyst: GR File Name: FPNE4MON.HC9 Area Type: Other 1-20-0 PM PEAK Comment: ®2.0-0'S. PM PEAK HOUR (W/OUT PROJECT) Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 < 0 1 2 < 0 0 > 2 < 0 0 > 2 < 0 Volumes 162 1001 15 39 728 75 70 21 64 103 22 143 PHF or PK15 0.96 0.96 0.96 0.95 0.95 0.95 0.77 0.77 0.77 0.85 0.85 0.85 Lane W (ft) 11.0 11.0 11.0 11.0 12. 0 12.0 Grade 0 0 0 0 % Heavy Veh 2 2 2 4 4 4 3 3 3 5 5 5 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 14.5 s (Y/N) Y 14.5 s (Y/N) Y 16.4 s (Y/N) Y 16.4 Arr Type 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3. 00 3. 00 3. 00 3. 00 3.00 3.00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * * Thru * i Right * * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 6. OA 8.OA 34.OA Green 14.OA 18. OP Yellow/AR 4.0 4.0 4.0 Yellow/AR 4. 0 4.0 Cycle Length: 100 secs Phase combination order: #1 #2 #3 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 325 1711 0.520 0. 190 24.7 C 15.3 C TR 1689 3593 0.658 0.470 13.8 B ,WB L 117 1678 0.349 0. 070 29.4 D 20.3 C TR 1219 3483 0.728 0.350 19.9 C NB LTR 508 3384 0.416 0.150 25.2 D 25.2 D SB LTR 621 3267 0.533 0.190 24.3 C 24.3 C Intersection Delay = 18.8 sec/veh Intersection LOS = C Lost Time/Cycle, L = 12.0 sec Critical v/c(x) = 0.588 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 04-05-2000 Center For Microcomputers In Transportation Streets: (E-W) NE 4TH STREET (N-S) MONROE AVENUE Analyst: GR File Name: DANE4MON.HC9 Area Type: Other 4-5-0 AM PEAK Comment: 2004 AM PEAK HOUR (WITH PROJECT) Eastbound Westbound Northbound Southbound L T R L T R L T R L T R -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 < 0 1 2 < 0 0 > 2 < 0 0 > 2 < 0 Volumes 301 496 28 62 1313 94 45 29 43 29 24 151 PHF or PK15 0.95 0.95 0.95 0.94 0.94 0.94 0.84 0.84 0.84 0.91 0.91 0.91 Lane W (ft) 11. 0 11.0 11.0 11. 0 12 .0 12 .0 Grade 0 0 0 0 % Heavy Veh 1 1 1 2 2 2 17 17 17 3 3 3 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 14.5 s (Y/N) Y 14.5 s (Y/N) Y 16.4 s (Y/N) Y 16.4 Arr Type 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3.00 3.00 3.00 3. 00 3. 00 3. 00 3. 00 3.00 3. 00 3 . 00 3.00 3.00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * * Thru * Right * * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 8. OA 10. OA 43.OA Green 10.OA 14. OP Yellow/AR 4. 0 4. 0 4. 0 Yellow/AR 4. 0 4. 0 Cycle Length: 105 secs Phase combination order: #1 #2 #3 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 378 1728 0.838 0.219 35.8 D 17.9 C TR 1993 3608 0.290 0.552 8.1 B WB L 147 1711 0.450 0.086 31. 0 D 51.5 E TR 1494 3565 1.052 0.419 52.4 E NB LTR 316 3012 0.466 0.105 29.4 D 29.4 D SB LTR 465 3256 0.505 0.143 27. 6 D 27. 6 D Intersection Delay = 38.1 sec/veh Intersection LOS = D Lost Time/Cycle, L = 12.0 sec Critical v/c(x) = 0.842 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 .4f 04-05-2000 Center For Microcomputers In Transportation Streets: (E-W) NE 4TH STREET (N-S) MONROE AVENUE Analyst: GR File Name: DPNE4MON.HC9 Area Type: Other 4-5-0 PM PEAR Comment: 2004 PM PEAK HOUR (WITH PROJECT) Eastbound Westbound Northbound Southbound L T R L T R L T R L T R -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 < 0 1 2 < 0 0 > 2 < 0 0 > 2 < 0 ; Volumes 170 1032 15 39 785 75 70 21 64 103 22 157 PHF or PK15 0.96 0.96 0. 96 0.95 0.95 0.95 0.77 0.77 0.77 0.85 0.85 0.85 Lane W (ft) 11. 0 11. 0 11.0 11.0 12. 0 12 .0 Grade 0 0 0 0 % Heavy Veh 2 2 2 4 4 4 3 3 3 5 5 5 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 14.5 s (Y/N) Y 14.5 s (Y/N) Y 16.4 s (Y/N) Y 16.4 Arr Type 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3.00 3. 00 3. 00 3. 00 3.00 3. 00 3. 00 3.00 3.00 3 . 00 3.00 3. 00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * . NB Left * Thru * * Thru * Right * * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 6. OA 8. OA 34.OA Green 14. OA 18.OP Yellow/AR 4. 0 4. 0 4. 0 Yellow/AR 4. 0 4.0 Cycle Length: 100 secs Phase combination order: #1 #2 #3 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 325 1711 0.545 0. 190 25.1 D 15.6 C TR 1689 3593 0. 679 0.470 14.1 B WB L 117 1678 0.349 0. 070 29.4 D 21.4 C TR 1220 3486 0.779 0.350 21.1 C NB LTR 508 3384 0.416 0.150 25.2 D 25.2 D SB LTR 619 3257 0.564 0.190 24.6 C 24.6 C Intersection Delay = 19.4 sec/veh Intersection LOS = C Lost Time/Cycle, L -= 12.0 sec Critical v/c(x) = 0. 620 „.. a71, ,t-ro',:?,- ,fd.C^�a.. t„::x -:;tV, '>7;i "'tS • • • __ . .fil'1A'1” .rC„ � 'b, .�:.s,`u. - :�x";_;:'�tr�' _'("`l=`�' ci'Q..,:.r,; .:�:,':. a�;. NORTH [' .nA . . .taw.,.,1:f" .ar.' ;e' �; -..r>,`hl:t' r�':. s.,. - k•:.,•,...,�,• ti� :;Ni.,�r:�; . 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'.;Ti:_;g' F"' a l _,T;" ti "'ia } - ti';' 'u.54,1.<t,!,k.i'::J. fts ... :,.,,,,,R.yy.-- •,, .r.:- :L,PS"P -x,-.MAIEN000,+s.,.:.,�.,x _ .�:.. �.E 5\ GATE; ;i;;„� t."�?&x.�«- :.1?'..;5.J.�:...v�'_ ,s,.s,,,u:n.i:�..+;,r ,;q' .A a-4,n __ =B Sfi:t':, rY; �.,6,:., „f :S/i ,1 ,;',.!.g.i:v,4.-- -t t �7e�Q' >:w�3 . ._, x ;*:,:-.4,-, f,..l .i:'�` -: :'T_'-::^w'::?Qi4. }�\tr', :.V•it:iA: vy. .,�l�,.x 1'�:-L''-r ^i�r t:`-1`., ::E.n., - ,..,�i_,I•' .:-.r�.a.M,.,-.....'lam `� a.7 'ny-u::'. "ik3 1:SE,-, .rE'G'icr',pb..{r�r�,�.i,.,-x,.. •:�7;,`�ia, .,.,,...ri�:;o,':,:•: 6U".,' _ ..t., PROJECT VICINITY MAP • DAVID I. HAMLIN &ASSOCIATES FIGURE 1 LIBERTY RIDGE PAGE i RENTON,WA. F-1 1 1 . 159 A / 79 39 NORTH 1543 4Y00045 9 PM 11 108.�-�►89 123 41 710 747 ++ 1 1346 1143. .. 973 26 209 250 870 28 47 24 ►21 1042 . 469 08J9 402 579 73 4: 0-12‘090 PM 364 61�.-472 935 0v II ,,, NE 12TH ST 21700 �yJ IT 0 it NE10TH ST 2400 w z wrLi a > z z W Q / O CC Z Z O 35400 / o 900 z 9100 j / NE 4TH ST ,.,03 '- 2600 1 19700 1I 32700 23500 28300 S 2ND ST S 3RD ST PROJECT SITE gp4F `44 "rink), 30 -- 28 ...---)\---a2 1 8 33 0 801 810 (-238 ..E.-93 68 117 1138 1 r 1 20 643 746 3 g��g pp / / 144 18 391/5 24:915 PM 1056 898 19 35 14 64 5858 141 30: 07�16�99 - 30 PM EXISTING DAILY & PM PEAK HOUR VOLUMES DAVID I. HAMLIN &ASSOCIATES FIGURE 2 LIBERTY RIDGE PAGE RENTON,WA. F-2 73 � /A 61 A NORTH 885 7:7001 8:0U AM 15 155��>70 102 50 9 824 844 I 551 490 158 660 438 1435 6A9 5 11 274 I—6 - 407 188 687 895 102 V 08f 03`99 7: 0 00 AM 61 243..-y►452 1382 Jo cv NE 12TH ST A 7 0 p iJ NE 10TH ST Q > Z Q j 0 W Q / 0 t Z 11 z O 0 0o Z I I ONE 4TH ST/ R V. S 2ND ST S 3RD ST - ' PROJECT SITE .41AGF 'qG tiiyy 56 (:6t---1 -s 0 12 10 0 1198s 1214 180 132..1\-.26 85 620 609 0. pt....,.y 258 22 116R. 1309 1 0-091:00 AM 673 390 26 56 25 C 41��39 08/17/99 106 7:00-8:00 PM EXISTING AM PEAK HOUR VOLUMES DAVID I. HAMLIN &ASSOCIATES FIGURE 2A LIBERTY RIDGE PAGE RENTON,WA. F-2A _, A NORTH �o (5N c., NE 12TH ST I f _ 2J • NE LOTH ST 1 1 w Z 834 t w p w (20%) ¢ °0 I Lij 417 w . z (20%) V� NE 4TH ST i � i Jo! N�- ',e04 8 4 (417 TV (20% ) 0 S2NDST egg • S 3RD ST /043 (25% PROJECT SITE gACF 4444, -- ESTIMATED DAILY TRIP DISTRIBUTION DAVID I. HAMLIN &ASSOCIATES FIGURE 3 LIBERTY RIDGE PAGE RENTON,WA. F-3 A I NORTH 12 Th 4 0� /� 12 4 c NE 12TH ST ‘ v ,, • �yj, 1 ' NE 10TH ST i 49 1 25 , 11! 12 La 25 �J 11 Z 4 16 oN w 4 w 9 8 42 6 o z o 9 49 16 25 / w j 744 49 1• iip „ E 4TH ST " 4 1 17 49 8 24 2/1 1.2.09 P vi;41P 172 17 J 12 S 2ND ST 21 S 3RD ST / 4 62 PROJECT SITE 17 49 52 ( j12 4 61 41zzF1, yy 62 57 21 ESTIMATED AM PEAK HOUR TRIP ASSIGNMENT DAVID I. HAMLIN &ASSOCIATES FIGURE 4 LIBERTY RIDGE PAGE RENTON,WA. F-4 _1 A NORTH 8 Th14 �o cti cjV NE 12TH ST A 8 14,, 4J • NE 10TH ST 32 , w �16� R Luz 8 W i 8 w 16 �" 56 214 a 14 w J 29 `y "256 Z T o Q 9 28 15 0 1 ce z 32 56 .i., �� w o o 477777�4 32 5. �RU` "NE4THST 0 fi 4' 71 57 31 28 15 �- 111 1197 8 S 2ND ST 71 S 3RD ST / 14 39 PROJECT SITE 57 31 1 71�1 8 111 114 39 qF�o� ,,,,, 8 9 197 7� < h��,y ESTIMATED PM PEAK HOUR TRIP ASSIGNMENT DAVID I. HAMLIN &ASSOCIATES FIGURE 5 LIBERTY RIDGE PAGE RENTON,WA. F-5 175 87- --►43 NORTH 1 12 (---1722 ±1155 136 45 784 825 126 1486 7 1074 29 231 286 995 31 57 29.23 1170+537 444 654 83 402 674►550 1061 ,o 0' Yc, NE 12TH ST ' .7e, 24510ilk ��J • NE 10TH ST ` 2770 \ w w w Q > z La La z 0 Q I A rt z w 10320 1641:1501 1085 . NE 4TH,..,,,,,f,", ST 4.0 5735 22185j� 1_26815 . 37810 32220 S 2ND ST S 3RD ST s PROJECT SITE �Q<<� hill_ 37 30 ...--1\--►2 1 9 5 36 884i.917 (----78 3+103 75 1367 —1256 24 4 70 44423 162 22 728 842 71 1178 1001 21 39 • 15 70 4 64 155 2004 ESTIMATED DAILY & PM PEAK HOUR VOLUMES (WITHOUT PROJECT) DAVID I. HAMLIN &ASSOCIATES FIGURE 6 LIBERTY RIDGE PAGE RENTON,WA. F-6 • 1 . 1 IA 80 67 0 NORTH 17 983 10 171��►83 129 55 910 933 729 809 541 6 174 500 1641 76 13 34 ►7 455 ►214 1012 759 117 67 268+507 1534 Jo 0y I ci NE 12TH ST INE 10TH ST 1 W z „ lal Z N T < Z 0 z O 0_ O / W z 0 i v t ONE 4TH ST . 4-5 V• 1 S 2ND ST S 3RD ST PROJECT SITE qa/� L�<<� 64 (f....--1\--...1 1 1 13 11 1 1323 1347 (-200 ��►29 94 704 ►672 11 4 21 56 ± 21 289 24 129R. 1452 81 764 447 62 29 28 45 A�►43 117 l 2004 ESTIMATED AM PEAK HOUR VOLUMES (WITHOUT PROJECT) DAVID I. HAMLIN &ASSOCIATES FIGURE 6A LIBERTY RIDGE PAGE RENTON, WA. F-6A • • • 175 1 A 87�►43 12 NORTH 1 (.- ---'1778 19�. ►173 136 45 784 825 87 1486 1281 1074 29 231 318 1106 31 71 37+.23 1226 593 444 701 91 402 67 + 635 1146 So I mi c NE 12TH ST Y24720 ` IP �yJ NE 10TH ST 2980 1 w z w w w ¢ > z ¢ > z 0 ¢ z 0 /� o p 10530 Z 40985 LA-11295 m z / NE 4TH ST NF:5RV '�[" 6570 22395 � 40730 27855 33260 ' S2NDST S3RDST PROJECT SITE 9p4F I,4<<,- ykl- E51 1\--Y219 884988 82 15756 95 .12 5+62 170 22 785 699 229 1217 21 1032 39 ' 15 70 ± 64 155 2004 ESTIMATED DAILY & PM PEAK HOUR VOLUMES (WITH PROJECT) DAVID I. HAMLIN &ASSOCIATES FIGURE 7 LIBERTY RIDGE PAGE RENTON,WA. F-7 f, 80 673 17 NORTH 999 10 910 933 17199 178 55 729 613 541 6 174 549 1813 76 17 46+.7 -_- 471 230 1086 Vv 7p59 129 67 26 532 1559 ..° my ro NE12THST riNE10THST Li>Q o0_ Z Z o / w 4- 'RV 0 E 4TH ST d • S 2ND ST S 3RD ST PROJECT SITE gAzF -1<<� 68 62 ••-1\--Y 1 13 11 5 1323 1368 r2O4 ��29 94 761 672 16 32 r 78 228 82 301 24 ! 1317- 1469 326 825 496 62 29 28 45��43 A 117 2004 ESTIMATED AM PEAK HOUR VOLUMES (WITH PROJECT) DAVID I. HAMLIN &ASSOCIATES FIGURE 7A LIBERTY RIDGE PAGE RENTON,WA. F-7A 1 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 .4f 01-20-2000 Center For Microcomputers In Transportation Streets: (E-W) NE 3RD STREET (N-S) EDMONDS AVENUE Analyst: GR File Name: XANE3ED.HC9 Area Type: Other 1-20-0 AM PEAK Comment: EXISTING AM PEAK HOUR i ', Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 1 2 < 0 0 a 2 < 0 0 0 1 0 0 1 Volumes 10 609 1 4 1198 12 1 56 PHF or PK15 0.93 0.93 0.93 0.97 0.97 0.97 0.25 0.85 Lane W (ft) 12.0 12 . 0 12 . 0 12 . 0 12 . 0 Grade 6 -1 1 -3 % Heavy Veh 6 6 6 3 3 3 0 5 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 5.5 s (Y/N) Y 5.5 s (Y/N) Y 14.5 s (Y/N) Y 17.5 1 � Arr Type 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3.00 3. 00 3.00 3.00 3. 00 3.00 3.00 3. 00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right -* Right * Peds Peds WB Left * SB Left Thru * Thru Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 8. OA 55.OA Green 15. OA Yellow/AR 4. 0 4.0 Yellow/AR 4. 0 Cycle,Length: 90 secs Phase combination order: #1 #2 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 165 1652 0.067 0.100 23.7 C 5.5 B TR 2163 3477 0.319 0. 622 5.2 B WB LTR 2169 3486 0. 606 0.622 7.0 B 7. 0 B NB R 286 1607 0.014 0.178 19.7 C 19.7 C SB R 278 1561 0.238 0.178 20. 6 C 20. 6 C Intersection Delay = 7.0 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9.0 sec Critical v/c(x) = 0.473 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 01-20-2000 Center For Microcomputers In Transportation Streets: (E-W) NE 3RD STREET (N-S) EDMONDS AVENUE Analyst: GR File Name: XPNE3ED.HC9 Area Type: Other 1-20-0 PM PEAK Comment: EXISTING PM PEAK HOUR Eastbound Westbound Northbound Southbound L T R L T R L T R L T R --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----No. Lanes 1 2 < 0 0 > 2 < 0 1 1 < 0 0 > 0 < 0 Volumes 33 1138 3 1 801 8 8 1 9 2 27 PHF or PK15 0.96 0.96 0.96 0.95 0.95 0.95 0.35 0.35 0.35 0.73 0.73 Lane W (ft) 12. 0 12.0 12. 0 12. 0 12. 0 12 .0 Grade 6 -1 1 -3 % Heavy Veh 4 4 4 4 4 4 0 0 0 3 3 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 8.5 s (Y/N) Y 7.0 s (Y/N) Y 14.5 s (Y/N) Y 17.5 Arr Type 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3 . 00 3.00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left * Thru * Thru * Right * Right * Peds Peds WB Left * SB Left * Thru * Thru Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 8.OA 55.OA Green 15. OA Yellow/AR 4.0 4.0 Yellow/AR 4. 0 Cycle Length: 90 secs Phase combination order: #1 #2 #5 Intersection Performance Summary Lane Group.: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 168 1684 0.202 0.100 24.1 C 7.1 B TR 2204 3543 0.566 0. 622 6.7 B WB LTR 2161 3473 0.414 0.622 5.7 B 5.7 B NB L 319 1796 0.072 0.178 19.9 C 20.0 C TR 291 1636 0.100 0.178 20.0 C SB LR 256 1442 0.156 0.178 20.2 C 20.2 C Intersection Delay = 7.1 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9. 0 sec Critical v/c(x) = 0.444 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 01-23-2-000 DAVID _I . :HAILTN_ _& .ASSOCIATES Streets : (E-W) NE 3RD STREET ' (N-S)... EDMONDS AVENUE- Analyst : GR File Name: FANE3ED.HC9 Area Type: Other 1'20 0-•A-A42'SEAM - Comment : �> AM PEAK HOUR- .(-Tay-/OJT PROJECT)-- _ . Eastbound Weutbouiid° Northbound` Sout-hbound: L... T R . . . L: . T R- . _. L : T-.. R- L ' . T . R -N). Lanes 1 2.. < 0:- -- I-.- 2.. <. 0 1: 1: <.. 0 ' :: I 1-. < 0 Volumes ' II" .. 672 21 ' 11- 1323. I3_ 56 4" ' 2I : I " 1:- 62- PHF or FK15 0..9 3= 0._g3.. 0-.9 3. =0..9:7 0:..9 7 Cl. 9-7.'"0..3"5 (1 35- 0.2.5 =Q:73 0..55. 0 . 85 Lane W .(f t}- 12 G.-.12..0" ."12 . 0 12 . 0 - :2 . 0. 12. 0 ,12 ..0. 12 .0:. Grade. 6: . . . - -1 1 -.396- . Heavy Vela . 6 6 6: : 3 3.. 3 - 0: . . . 0 0- 5 14 . . . 5 Parking -.N .N_ - N. N =N_. N _.N.. N Bus Stops -_. a -. 0 . a 0.. Con. Peds 0-_ a-:. - a -:: 0 Ped Button (Y/N)' Y 11 .5 s (Y/N) Y 11 .5 s (-Y/ITT; Y- 17 .5 s _-(:Y/N} Y 17 .5 Arr Type - 3. 3:. - 3 3 - . 3- 3 _ . 3; 3: RTOR Vol s a ' a .0"` - 0 Lost Time 3 . 00 3 . 00 3 . 00 3 . 00 3 .00 3 . 00 3 . 00 3 . 00 3 .00 3. 00 3 . 00 3 .00 Prop. Share - Prop. Prot . . Signal Operations- Phase Combination 1 2 3 4- 5- . -6 .7 8 EB Left * RIB Left * Thru * - Thru * Right *- Right. * Peds - -Peds WE Left * "SB` 'Left * Thru * - . Thru * Right - * - . . . Right * Peds .- ' Peds_ NB Right ' '_.EB R: .ight SB Right WB Right Green 8 . OA 55 . OA . .Green 15 . OA Yellow/AR 4 . 0 4 . 0 ' Yellow/AR 4 . 0 Cycle Length: 90 secs Phase combination order: #1 #2 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: -, Mvmts Cap Flow Ratio .Ratio Delay .TOS '..Delay' - .LOS EB L 165 1652 €- a73- 0.100: 23..7• e 5. 7 B TR 2154 3461 0.3'64 0. 622 5 .4 B WB L 176 1761 0 .0-6.2-. . . . 0...10'0- 23 . 7 r 7. ' TR- 2304 3703 0 . 628 0.622: 7.2- B NB L 249 1401 0 . 642 0 . 178 26 . 0 D 24 .2 C TR 292 1640 0 .326 0 .178 21 . 1 C SB L 216 1214 0 . 005 0 . 178 19 . 7 C 20 . 8 C TR 279 1569 0 .269 0 . 178 20 . 8 C Intersection Delay = 8 . 9 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9 . 0 secCritical v/c (x) = 0 .569 i HCM: SIGNALIZED INTERSECTION SUMMARY: Version. 2 .4f • "01=23-2000 H DAVID 'I . HAMLIN .St ASSOCIATES- Streets : (E-W) NE 3RD STREET (N-S) EDMONDS AVENUE- • Analyst : GR File Name: FPNE3ED.HC9 ' ' ,Area Type: Other 1=20--0 PM PEAK Comment : 2. - PM PEAK HOUR-- •(W/OUT. PROJECT) - ------------ - -- Eastbound- . - Westbound - '- Northbound-. Southbound E_ - T- " .R L T R -- -L T R L T • R- • No. =Lane s - " • 1 2. •< 0 1- 2, < :0.. . 1. 1 <. 0. ' . 1. 1 < Cr- Volumes 36 -1256 70T: - 24 8-8.4 -g: 44. 4 2:3. . 2. 5 31U PHF or PK15 :0 9-6- 0".96� =0:. 96. a.:35. 0 . 95 0.95 ;0::7-0 0 . 70 ..0...70 =0:: 3.7 0`. 73: 0 . 73 1 Lane W (-f t) .12 ..0_ .12..:.:0•- . -=.12 .0 12 .0 12:.:0 12 : O.-. . . .. : 2 .1.0 12. 0.. L__ Grade . . 6- -1 1 . . . -- . -.3 o Heavy, Veh . . 4 . 4 . . .44--r • 4 4 . . .4 . E1 0 . 0 . - 3 . 14: . . 3 Parking.- N - N ••. . . _ •N . - -N - _-�V- N. - -N . . N ' Bus Stops - - - - 0,- . . . 0,:-. - • . - . O': . .0. Con. Peds • • - - -0--^. ..0- -0 .0 Ped Button • -.-CY/N)-. Y 11.. ..s°- (Yf N} Y 11.•.5• s_--.(VN)) Y 17:5 .s •. (Y/N} Y• 17.5. Arr Type - . 3.. . ...3 .3-- 3- . - - - 3. 3... - - 3• .3. RTOR' Vol s -9-:-- - - _ 0.-• - - 0-.' 0 Lost Time "3 . 00" 3;: 0O' 3. 00 3 . 0.0...3 ..00 .3-rD0 3-_.00" ".3„00- 3 . QD".'`3. G0- 3. Off..3-.... 0.0 'Prop. Share .. Prop. Prot . . . . . .S i gna-i Op'e r at i ons Phase Combination 1 . - 2 . :3 4- • 5 • • 6 . • 7 . 8 EB Left * - - NB -Left * Thru * - - . Thru' . * Right * . -. . . Right- *. Peds . . - . . - Peds.. WB- Left * • • -$B - -Left . Thru • * Thru Right * Right * Peds . -Pe -s. NB Right ,.Ea- . Right_ SB Right WB ..Right Green 8 ..OA. 52.. OA - Green 18___0A Yellow/AR 4 . 0 4 . 0 Yellow/AR 4 . 0 ' Cycle Length: 90 secs Phase combination order: #1 #2 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/'C Approach: ' ' Mvmts Cap ...Flow .Ratio Ratio. Delay ....LOS Delay LOS EB L 16B ,16 84- 0..2_26% fa.1-00• 24 ;2 C 9.5. •B TR 2 071 .351.6- -.0-.7- 0.589- -9. 1 • B-- WB L 174 1744 0-.14'3` •a. 1 O-0 - 2 3 .'9--. C` 7.3- B TR 2159 3667' 0-.457 • 0%589- 6.8- B' NB L 324 1537 0 .194 0 .211 18 . 9 C 18 . 8 C TR 348 16.51 0 ..1.12 0 ..211 18.5. C SB L 330 1565 0 .009 0 .211 18 . 1 C 18 . 6 C TR 338 1601 0 .142 0 .211 18 . 7 C Intersection Delay = 9 .2 sec/veh Intersection LOS = B Lost Time/Cycle, L = .9 . 0 .sec .Critical v/c(x) .=- 0 .529 ; I I i HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 .4f 04-05-2000 Center For Microcomputers In Transportation Streets: (E-W) NE 3RD STREET (N-S) EDMONDS AVENUE Analyst: GR File Name: DANE3ED.HC9 Area Type: Other 4-5-0 AM PEAK Comment: 2004 AM PEAK HOUR (WITH PROJECT) Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 < 0 1 2 < 0 1 1 < 0 1 1 < 0 Volumes 11 672 78 32 1323 13 228 16 82 1 5 62 PHF or PK15 0.93 0.93 0.93 0.97 0.97 0.97 0.75 0.75 0.75 0.73 0.55 0.85 Lane W (ft) 12.0 12 .0 12 .0 12.0 12.0 12 .0 12.0 12.0 Grade 6 -1 1 -3 % Heavy Veh 6 6 6 3 3 3 0 0 0 5 14 5 1 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 11.5 s (Y/N) Y 11.5 s (Y/N) Y 17.5 s (Y/N) Y 17.5 Arr Type 3 3 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3. 00 3. 00 3.00 3. 00 3.00 3.00 Prop. Share ,_ Prop. Prot. 1 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left * Thru * Thru * Right * Right * Peds Peds WB Left * SB Left * 1 Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 8.OA 55.OA Green 25. OA Yellow/AR 4.0 4.0 Yellow/AR 4. 0 Cycle Length: 100 secs Phase combination order: #1 #2 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 149 1652 0. 081 0.090 26.9 D 8.7 B TR 1917 3423 0.442 0.560 8.4 B WB L 159 1761 0.208 0. 090 27.4 D 11.4 B TR 2073 3703 0.697 0.560 11. 0 B NB L 355 1364 0.857 0.260 35.5 D 30.6 D TR 430 1653 0.303 0.260 19.3 C SB L 278 1068 0.004 0.260 17.7 C 18.7 C TR 410 1576 0.200 0.260 18.7 C Intersection Delay = 13.7 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9. 0 sec Critical v/c(x) = 0.695 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 04-05-2000 Center For Microcomputers In Transportation Streets: (E-W) NE 3RD STREET (N-S) EDMONDS AVENUE Analyst: GR File Name: DPNE3ED.HC9 Area Type: Other 4-5-0 PM PEAK Comment: 2004 PM PEAK HOUR (WITH PROJECT) Eastbound Westbound Northbound Southbound L T R L T R L T R L T R -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 < 0 1 2 < 0 1 1 < 0 1 1 < 0 Volumes 36 1256 267 95 884 9 155 12 62 2 19 30 PHF or PK15 0.96 0.96 0.96 0.95 0.95 0.95 0.70 0.70 0.70 0.73 0.73 0.73 Lane W (ft) 12.0 12.0 12 .0 12 . 0 12.0 12. 0 12. 0 12.0 Grade 6 -1 1 -3 % Heavy Veh 4 4 4 4 4 4 0 0 0 3 14 3 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 11.5 s (Y/N) Y 11.5 s (Y/N) Y 17.5 s (Y/N) Y 17.5 Arr Type 3 3 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3. 00 3.00 3. 00 3.00 3. 00 3. 00 3. 00 3.00 3. 00 3 . 00 3. 00 3.00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left * Thru * Thru * Right * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 8.OA 52.OA Green 18.OA Yellow/AR 4. 0 4. 0 Yellow/AR 4. 0 Cycle Length: 90 secs Phase combination order: #1 #2 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 168 1684 0.226 0. 100 24.2 C 11.8 B TR 2032 3451 0.819 0.589 11.5 B WB L 174 1744 0.573 0.100 28.3 D 8.8 B TR 2159 3667 0.457 0.589 6.8 B NB L 307 1453 0.721 0.211 26.8 D 24.4 C TR 349 1652 0.304 0.211 19.5 C SB L 252 1195 0.012 0.211 18.1 C 18.9 C TR 346 1637 0.194 0.211 18.9 C Intersection Delay = 12.2 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9. 0 sec Critical v/c(x) = 0.769 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 01-20-2000 Center For Microcomputers In Transportation Streets: (E-W) NE 3RD STREET (N-S) SUNSET BLVD. Analyst: GR File Name: XA3SUNSET.HC9 Area Type: Other 1-20-0 AM PEAK Comment: EXISTING AM PEAK HOUR Eastbound Westbound Northbound Southbound L T R L T R L T R L T R -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 > 2 1 1 > 2 1 1 3 1 1 3 1 Volumes 158 188 61 895 438 102 243 687 452 70 660 155 PHF or PK15 0.84 0.84 0.84 0.96 0.96 0.96 0.97 0.97 0.97 0.91 0.91 0.91 Lane W (ft) 12.0 12. 0 12.0 12 .0 12.0 12.0 12.0 12.0 12. 0 12 .0 12.0 12.0 Grade 0 -1 0 0 % Heavy Veh 6 6 6 3 3 3 3 3 3 6 6 6 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 26.5 s (Y/N) Y 26.5 s (Y/N) Y 20.5 s (Y/N) Y 20.5 Arr Type 3 3 3 3 3 3 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3. 00 3. 00 3. 00 3.00 3.00 3.00 3.00 3. 00 3. 00 3. 00 3.00 3. 00 Prop. Share 29 51 Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left * * Thru * Thru * * Right * Right * * * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right * EB Right * * SB Right * WB Right * Green 14.OA 36.OA Green 8. OA 8. OA 24. OP Yellow/AR 4. 0 4.0 Yellow/AR 4. 0 4.0 4.0 Cycle Length: 110 secs Phase combination order: #1 #2 #5 #6 #7 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 232 1703 0.573 0.136 31.2 D 28.7 D LT 484 3550 0.605 0.136 30.4 D R 499 1524 0.146 0.327 16.9 C WB L 592 1761 0.771 0.336 25.4 D 23.8 C LT 1216 3615 0.804 0.336 24.3 C R 702 1576 0.151 0.445 11.7 B NB L 335 1752 0.750 0.191 33.4 D 15.7 C T 1861 5534 0.418 0.336 18.3 C R 1269 1568 0.367 0.809 1.9 A SB L 139 1703 0.553 0.082 34.9 D 24.7 C T 1222 5377 0.653 0.227 25.8 D R 596 1524 0.285 0.391 14.9 B Intersection Delay = 21.9 sec/veh Intersection LOS = C ' Lost Time/Cycle, L = 12.0 sec Critical v/c(x) = 0.724 • • • • • - i - l HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 .4f 01-20-2000 Center For Microcomputers In Transportation Streets: (E-W) NE 3RD STREET (N-S) SUNSET BLVD. Analyst: GR File Name: XP3SUNSET.HC9 Area Type: Other 1-20-0 PM PEAK Comment: EXISTING PM PEAK HOUR Eastbound Westbound Northbound Southbound L T R L T R L T R L T R -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 > 2 1 1 > 2 1 1 3 1 1 3 1 Volumes 209 469 364 579 250 41 61 402 472 89 1346 108 PHF or PK15 0.94 0.94 0.94 0.97 0.97 0.97 0.94 0.94 0.94 0.75 0.75 0.75 Lane W (ft) 12.0 12. 0 12.0 12.0 12.0 12.0 12. 0 12.0 12 .0 12 .0 12.0 12. 0 Grade 0 -1 0 0 % Heavy Veh 2 2 2 4 4 4 3 3 3 3 3 3 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 26.5 s (Y/N) Y 26.5 s (Y/N) Y 20.5 s (Y/N) Y 20.5 Arr Type 3 3 3 3 3 3 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3. 00 3.00 3.00 3.00 3.00 3.00 3.00 3. 00 3 . 00 3 . 00 3.00 3. 00 Prop. Share 29 51 Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left * Thru * Thru * Right * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * 1 Peds Peds NB Right * EB Right * SB Right * WB Right * Green 24.OA 24. OA Green 12. OA 44.OA Yellow/AR 4.0 4.0 Yellow/AR 4.0 4.0 Cycle Length: 120 secs Phase combination order: #1 #2 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c _ g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 369 1770 0.429 0.208 27.2 D 30.4 D LT 772 3704 0.766 0.208 32. 1 D R 501 1583 0.772 0.317 29. 0 D WB L 363 1744 0.806 0.208 37.8 D 33.9 D LT 745 3575 0.792 0.208 33.2 D R 533 1561 0. 079 0.342 17.3 C NB L 190 1752 0.342 0. 108 32 .4 D 14. 6 B T 2075 5534 0.227 0.375 16. 6 C R 915 1568 0.549 0.583 10.4 B SB L 190 1752 0. 627 0.108 37.5 D 30. 1 D T 2075 5534 0.952 0.375 31.4 D R 954 1568 0. 151 0. 608 6. 6 B Intersection Delay = 27.8 sec/veh Intersection LOS = D Lost Time/Cycle, L = 12.0 sec Critical v/c(x) = 0.855 - HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 .4f 01-23-2000 DAVID _I . HAM-LIN .& ASSOCIATES Streets : (E-W) NTN 3RD STREET (N-S) SUNSET BLVD'.Analyst : GR File Nanie: FA3SUNSE.HC9 Area Type : Other 1-20=0 AM PEAK Comment : 7Q45 AM PEAK HOUR- (W/OUT PROJECT) . • 20°4 Eastbound - Westbound• Northbound•. Southbound- L T R � L T. •R ' L T R • ' L- • T ' - • R . .- - -No: Lames' 1 > 2. -1. 11. > 2.: 1. : 1. 3 1. :.. 1.. 3.. 1 Volumes - 1.74 214 . 67 _-1:012.. 50'0: -."z2.9--:_ 268. 759 50.7 :- - 83 .- 72:9:•.• IT1. PHF -.or PK1.5- U:84. 0 . 8.4. _0. 8-4 0".-.:96--_ '0:.96 0...96;=.0-.:97 0 . 97 0:97._.0.. 9.1."Q.:91 0.91. Lane W (ft) -12'. 0' 12 . 0. 12 ,0 -12.. 0:. 12.:0.• 12.0, .12.Q.. 12 ..0 - 12.0 =12.."0 12:..0• 1�..0. Grade ' ' � O. . -1 0. _ . 0-.• Heavy Veh : • 6 6 . . 6. -. -. . 3 '3= ..3. - . 3. 3 - . - 3-:-.-.. _6. '6: 6 Parking- • .5N:.. .. .=.N . ':N _.N. ..N. . --N . '. N. Bus Stops - - 0 - - .-a-:" ._0 .0 Con. Peds . 0- - . a- . .,0 - . 0 Ped 'Button {Y/N).. Y 26. 5 s - (Y/ITT), Y. 26 . 5' s•.:•-(Y/N) Y 20,.5.• s- :(YfN) - Y.- 20-.5 Arr Type . - - 3. . 3 .. .. . 3.' 3 3 . ..3 `'_ 3 ' 3 , . 3 : -.. . 3 .3 -3- RTOR' Voz s - • -0- :- • • -0"' • . .-0' :.. • 0 . ' Lost Time "3 . 00 .3 .-00 ' 3. 00' 3. 00' 3 .00; 3'. 001 '3. 00' 3 . 00- 3100!::.3 . O0 3 :00. 3 ..00 Prop. Share - - , 2 9 - = 51: :: .. Prop. Prot . . Signal Operations.' Phase Combination 1-. • 2 .3 • 4-" 5 6 7 . 8 EB Lef-t *,' • - .NB. -Left * *. Thru * Thru, *• * Right , . * Right *' *'. * Peds • Peds WB Left • * ' " `SB' 'Left Thru * , . • . . - Thru' • -* Right " V * - •Ri'ght .-* Peds Peds NB Right - *" ..EB Right' _* * SB Right -* • .WB .-Right * Green 14.,0A 3 6 :OA .Green ' 8:..0A .8 . OA 2 4 . OP - ' Yellow/AR 4 . 0 4 . 0 • Yellow/AR 4 . 0 4 . 0 4 . 0 Cycle Length: 110 secs Phase. combination. order: #1 #2 #5 #6 #7 Intersection Performance Summary • Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap- " Flow -Ratio' ..Ratio' ..Delay LOS- ..Delay .LOS EB L 232 1.703 0 :633' • 0 .136 . .32. 85. . .D-- 30..0'- D LT .484- 3551' 0. 684- 0=. 136- • 3-2"-. 0: D R 499 .152•4' 0;160- O'.3'7- • .3:7. 0'' C. --- WB L 592 1761 0. 871 0.336' 31-.5 ' D. 29 3 ' D LT 1216 3616 0,914 0 .336 30 .3 D R 702 1576 0 .191 0 .445 12 . 0 B ' NB L 335 1752 0 . 825 0 .191 38 .2 D 16, 7 C - T 1861.. 5534 0 .462 0 .336 18 . 7 C R 1269 1568 0 .412 -Q ..809 2 .1 • A SB L 139 , 1703 0 . 653 0 . 082 38 . 7 D 25 . 9 D T 1222 5377 0 ,721 0,227 26, 8 D R 596 1524 0 .316 0.391 15 . 1 C Intersection Delay = 24 .5 sec/veh Intersection LOS = C Lost Time/Cycle, L = 12 . 0 sec Critical v/c (x) = 0 . 810 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 01-27-2000 Center For Microcomputers In Transportation Streets: (E-W) N 3RD STREET (N-S) SUNSET BLVD. Analyst: GR File Name: FP3SUNSE.HC9 Area Type: Other 1-20-0 PM PEAK Comment: 2 °05- PM PEAK HOUR (W/OUT PROJECT) 7, Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 1 > 2 1 1 > 2 1 1 3 1 1 3 1 Volumes 231 537 402 654 286 55 67 444 550 117 1486 119 PHF or PK15 0.94 0.94 0.94 0.97 0.97 0.97 0.94 0.94 0.94 0.80 0.80 0.80 Lane W (ft) 12.0 12. 0 12 . 0 12 .0 12 .0 12. 0 12 .0 12. 0 12. 0 12.0 12 . 0 12 .0 Grade 0 -1 0 0 % Heavy Veh 2 2 2 4 4 4 3 3 3 3 3 3 Parking N N N N N N N N Bus Stops 0 0 0 0 - Con. Peds 0 0 0 0 Ped Button (Y/N) Y 26.5 s (Y/N) Y 26.5 s (Y/N) Y 20.5 s (Y/N) Y 20.5 Arr Type 3 3 3 3 3 3 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3.00 3. 00 3.00 3. 00 3. 00 3. 00 3. 00 3.00 3. 00 3. 00 3 . 00 3. 00 Prop. Share 0 53 Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left * Thru * Thru * Right * Right * Peds Peds WB Left * SB Left * * Thru * Thru * * Right * Right * * Peds Peds NB Right * EB Right * SB Right * WB Right * * Green 26.OA 26.OA Green 6. OA 4. OA 38. OA Yellow/AR 4. 0 4.0 - Yellow/AR 4. 0 4. 0 4. 0 Cycle Length: 120 secs Phase combination order: #1 #2 #5 #6 #7 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 398 1770 0.618 0.225 29.1 D 36.4 D LT 838 3725 0.716 0.225 29.8 D R 449 1583 0.954 0.283 50. 0 E WB L 392 1744 0.808 0.225 36. 6 D 34.4 D LT 804 3574 0.852 0.225 35. 0 D R 585 1561 0.097 0.375 15.7 C NB L 102 1752 0.695 0.058 47.8 E 18.5 C T 1799 5534 0.289 0.325 19.5 C R 862 1568 0.678 0.550 14. 0 B SB L 219 1752 0.667 0.125 37.5 D 28.4 D T 2167 5534 0.943 0.392 29.5 D R 1006 1568 0.148 0. 642 5.5 B Intersection Delay = 29.3 sec/veh Intersection LOS = D , Lost Time/Cycle, L = 12 . 0 sec Critical v/c(x) = 0.923 - I� • • • HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 .4f 04-05-2000 Center For Microcomputers In Transportation Streets: (E-W) NE 3RD STREET (N-S) SUNSET BLVD. Analyst: GR File Name: DA3SUNSE.HC9 Area Type: Other 4-5-0 AM PEAK Comment: 2004 AM PEAK HOUR (WITH PROJECT) Eastbound Westbound Northbound Southbound L T R L T R L T R L T R - ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----No. Lanes 1 > 2 1 1 > 2 1 1 3 1 1 3 1 Volumes 174 230 67 1086 549 178 268 759 532 99 729 171 PHF or PK15 0.84 0.84 0.84 0.96 0.96 0.96 0.97 0.97 0.97 0.91 0.91 0.91 Lane W (ft) 12. 0 12.0 12. 0 12.0 12.0 12. 0 12 .0 12.0 12.0 12.0 12. 0 12. 0 Grade 0 -1 0 0 % Heavy Veh 6 6 6 3 3 3 3 3 3 6 6 6 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 26.5 s (Y/N) Y 26.5 s (Y/N) Y 20.5 s (Y/N) Y 20.5 Arr Type 3 3 3 3 3 3 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3.00 3.00 3.00 3. 00 3.00 3. 00 3.00 3.00 3. 00 3 .00 3. 00 3.00 Prop. Share 29 51 Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left * * Thru * Thru * * Right * Right * * * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right * EB Right * * SB Right * WB Right * Green 14. OA 36.OA Green 8. OA 8. OA 24. OP Yellow/AR 4.0 4.0 Yellow/AR 4.0 4.0 4.0 Cycle Length: 110 secs Phase combination order: #1 #2 #5 #6 #7 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 232 1703 0. 633 0.136 32.8 D 30.8 D LT 484 3553 0.724 0.136 33.1 D R 499 1524 0.160 0.327 17.0 C WB L 592 1761 0.935 0.336 39.0 D 38. 0 D LT 1217 3617 0.991 0.336 41.5 E R 702 1576 0.264 0.445 12.4 B NB L 335 1752 0.825 0.191 38.2 D 16.5 C T 1861 5534 0.462 0.336 18.7 C R 1269 1568 0.432 0.809 2 .1 A SB L 139 1703 0.782 0. 082 48.2 E 27. 0 D T 1222 5377 0.721 0.227 26.8 D R 596 1524 0.316 0.391 15.1 C --I Intersection Delay = 28.1 sec/veh Intersection LOS = D Lost Time/Cycle, L = 12. 0 sec Critical v/c(x) = 0.846 - i HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 .4f 04-05-2000 Center For Microcomputers In Transportation Streets: (E-W) N 3RD STREET (N-S) SUNSET BLVD. Analyst: GR File Name: DP3SUNSE.HC9 Area Type: Other 4-5-0 PM PEAK Comment: 2004 PM PEAK HOUR (WITH PROJECT) Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 1 > 2 1 1 > 2 1 1 3 1 1 3 1 Volumes 231 593 402 701 318 87 67 444 635 173 1486 119 PHF or PK15 0.94 0.94 0.94 0.97 0.97 0.97 0.94 0.94 0.94 0.80 0.80 0.80 Lane W (ft) 12. 0 12.0 12.0 12 .0 12.0 12.0 12. 0 12. 0 12. 0 12 . 0 12 . 0 12 .0 Grade 0 -1 0 0 % Heavy Veh 2 . 2 2 4 4 4 3 3 3 3 3 3 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) ,Y 26.5 s (Y/N) Y 26.5 s (Y/N) Y 20.5 s (Y/N) Y 20.5 Arr Type 3 3 3 3 3 3 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3. 00 3.00 3.00 3. 00 3.00 3.00 3.00 3.00 3. 00 3. 00 3. 00 3. 00 Prop. Share 0 52 Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left * Thru * Thru * Right * Right * Peds Peds WB Left * SB Left * * -_ Thru * Thru * * Right * Right * * Peds Peds NB Right * EB Right * SB Right * WB Right * * Green 26.OA 26.OA Green 6. OA 4. OA 38. OA Yellow/AR 4. 0 4. 0 Yellow/AR 4.0 4.0 4.0 Cycle Length: 120 secs Phase combination order: #1 #2 #5 #6 #7 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 398 1770 0. 618 0.225 29.1 D 37.2 D LT 838 3725 0.791 0.225 31.9 D R 449 1583 0.954 0.283 50. 0 E WB L 392 1744 0.884 0.225 43.5 E 39.5 D LT 805 3577 0.918 0.225 40.5 E R 585 1561 0.154 0.375 16. 1 C NB L 102 1752 0. 695 0. 058 47.8 E 19.8 C T 1799 5534 0.289 0.325 19.5 C R 862 1568 0.784 0.550 17.1 C SB L 219 1752 0.986 0.125 76.7 F 32.2 D T 2167 5534 0.943 0.392 29.5 D R 1006 1568 0.148 0. 642 5.5 B Intersection Delay = 32. 1 sec/veh Intersection LOS = D Lost Time/Cycle, L = 12. 0 sec Critical v/c(x) = 0.940 1 HCM: SIGNALIZED INTERSECTION SUMMARY. Version 2.4f 01-20-2000 Center For Microcomputers In Transportation Streets: (E-W) NE 4TH STREET (N-S) MONROE AVENUE Analyst: GR File Name: XANE4MON.HC9 Area Type: Other 1-20-0 AM PEAK Comment: EXISTING AM PEAK HOUR Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 < 0 1 2 < 0 0 > 2 < 0 0 > 2 < 0 Volumes 258 390 25 56 1168 85 41 26 39 26 .22 132 PHF or PK15 0.95 0.95 0.95 0.94 0.94 0.94 0.84 0.84 0.84 0. 91 0.91 0.91 Lane W (ft) 11.0 11.0 11.0 11.0 12. 0 12.0 Grade 0 0 0 0 % Heavy Veh 1 1 1 2 2 2 17 17 17 3 3 3 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 14.5 s (Y/N) Y 14.5 s (Y/N) Y 16.4 s (Y/N) Y 16.4 Arr Type 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3.00 3.00 3.00 3. 00 3.00 3.00 3.00 3.00 3. 00 3. 00 3. 00 3.00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * * Thru * Right * * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 8.OA 10.OA 38.OA Green 10. OA 14. OP - Yellow/AR 4.0 4. 0 4.0 Yellow/AR 4. 0 4.0 Cycle Length: 100 secs Phase combination order: #1 #2 #3 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 397 1728 0.685 0.230 26.1 D 14.8 B TR 1910 3605 0.240 0.530 8.2 B WB L 154 1711 0.390 0. 090 28.6 D 39.4 D TR 1390 3565 1. 007 0.390 39.9 D NB LTR 331 3011 0.398 0.110 27.2 D 27.2 D SB LTR 489 3260 0.425 0.150 25.3 D 25.3 D Intersection Delay = 30.5 sec/veh Intersection LOS = D Lost Time/Cycle, L = 12.0 sec Critical v/c(x) = 0.748 • HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 01-20-2000 Center For Microcomputers In Transportation Streets: (E-W) NE 4TH STREET (N-S) MONROE AVENUE Analyst: GR File Name: XPNE4MON.HC9 Area Type: Other 1-20-0 PM PEAK Comment: EXISTING PM PEAK HOUR Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 < 0 1 2 < 0 0 > 2 < 0 0 > 2 < 0 Volumes 144 898 14 35 643 68 64 19 58 93 20 125 PHF or PK15 0.96 0.96 0.96 0.95 0.95 0.95 0.77 0.77 0.77 0.85 0.85 0.85 Lane W (ft) 11.0 11.0 11.0 11.0 12. 0 12 .0 Grade 0 0 0 0 % Heavy Veh 2 2 2 4 4 4 3 3 3 5 5 5 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 14.5 s (Y/N) Y 14.5 s (Y/N) Y 16.4 s (Y/N) Y 16.4 Arr Type 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3. 00 3. 00 3.00 3. 00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * * Thru * Right * * Right * Peds Peds 1 WB Left * SB Left * Thru * Thru * Right * Right - * Peds Peds NB Right EB Right SB Right WB Right Green 6. OA 8.OA 34.OA Green 14. OA 18.OP Yellow/AR 4.0 4.0 4.0 Yellow/AR 4. 0 4. 0 Cycle Length: 100 secs Phase combination order: #1 #2 #3 #5 #6 Intersection Performance Summary Lane . Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 325 1711 0.462 0.190 24.0 C 14.4 B TR 1689 3593 0.590 0.470 13.0 B WB L 117 1678 0.315 0. 070 29.1 D 18.9 C TR 1218 3481 0.645 0.350 18.5 C NB LTR 508 3386 0.378 0.150 25.0 C 25. 0 C SB LTR 621 3270 0.473 0.190 23.7 C 23.7 C Intersection Delay = 17.9 sec/veh Intersection LOS = C Lost Time/Cycle, L = 12. 0 sec Critical v/c(x) = 0.523 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 02-01-2000 Center For Microcomputers In Transportation Streets: (E-W) NE 4TH STREET (N-S) MONROE AVENUE Analyst: GR File Name: FANE4MON.HC9 Area Type: Other 1-20-0 AM PEAK Comment: 2004 AM PEAK HOUR (W/OUT PROJECT) Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 < 0 1 2 < 0 0 > 2 < 0 0 > 2 < 0 Volumes 289 447 28 62 1296 94 45 29 43 29 24 147 PHF or PK15 0.95 0.95 0.95 0.94 0.94 0.94 0.84 0.84 0.84 0.91 0.91 0.91 Lane W (ft) 11. 0 11. 0 11.0 11.0 12.0 12 .0 Grade 0 0 0 0 % Heavy Veh 1 1 1 2 2 2 17 17 17 3 3 3 Parking N N N N N N N N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) Y 14.5 s (Y/N) Y 14.5 s (Y/N) Y 16.4 s (Y/N) Y 16.4 Arr Type 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3. 00 3.00 3.00 3.00 3.00 3. 00 3.00 3.00 3. 00 3. 00 3.00 3. 00 Prop. Share Prop. Prot. Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * * Thru * Right * *. Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 8.OA 10.OA 43.OA Green 10. OA 14. OP Yellow/AR 4.0 4.0 4.0 Yellow/AR 4.0 4. 0 Cycle Length: 105 secs Phase combination order: #1 #2 #3 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts - Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 378 1728 0.803 0.219 33.2 D 17.2 C TR 1992 3605 0.264 0.552 8. 0 B WB L 147 1711 0.450 0.086 31. 0 D 47.5 E TR 1494 3565 1.040 0.419 48.2 E NB LTR 316 3012 0.466 0.105 29.4 D 29.4 D SB LTR 465 3258 0.496 0.143 27.5 D 27.5 D Intersection Delay = 36.0 sec/veh Intersection LOS = D Lost Time/Cycle, L = 12.0 sec Critical v/c(x) = 0.826 .‹ 1,• ---• -• . • - • Eh 2 . (7%).,.,F.I1-2 P,I" r;iFi nto -•- . ROAR *COTES . r N 37 Sr 1r E • a. c,,Fg 11,43 ._.,,tc:-..,.. •..,._, 1 . r.. ., , SEC. fett's ,."----'N 1 3,L40 S 87 09' or • 0.''.•••-;'. PI 1•!!', .,..., .! i !`.•'•, -1---,------- 4 1 6 6 --40.5G N '11' 04' to- i . --- LU A-15-200-1 ' -. 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TH2 BASIS TO111 POSITION ‘, x27 29' Or i -- - - INCTION It DI MI N 1/4 COMM OF =SION It TOMISZT 23 NORTH. i N 5Z 3:\ 20"2- '‘ 81.43 ...-.., RANOZ-6 LOT, CM.. TICS SA313 OF MANG D5 7hZ GPI nut= • 11..4k - 1 N TS 54' 07' V k• - - C/L WADS. RIM= TM 11_1/4 CORI=AND TM Ift CORM or =nom 16, 1 \\ \ . 50.13 Crl TOWNSHIP 113 NORM. RANGI 6 LOT. V.14.. CLO3URN AGAINST TRW • N se lIstvirt 1 z OPS STATIONS DID NST EEC= 0.061T. 1131140 A COL3MATION ORM N. •• \ '06•8? N 'TO' 47' 25' R FACTOR OF N. 113.57 -- TRAMS= POR 1EES suns! TM RUN IN NOVINNIN 1903. N 48 ze\,0,S.-/ , • rirs SURVIT RIICORDID =DKR #0404199014. VOL VT, PACS 260 RICGAZ0210 POIUL01I 1.19CATIONS THIS PROPIRTY • 41\\ \ . ,, „,, , 96 . 1/A39C04 N 111' 08' 14- V CD •INDIC.41713 MONUMENT FOUND PARCEL 3 N 50' 61'\PI It/ \ 50.48 -- C3 •INDICAI23 ROAR FOUND COMBS OP INDIVIDUAL PARC= vrt. Blt 317 A.7 91931111tAD UPON ' 741.4M 8.7. I 041851 r- SIEV.Ial CONVirlION Or FINAL osmostaarr. . 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' I .0.7;:'''-'•--.1.u- itZ ..,--- F_ f-'9 0 ' ._N.n 1� // fr M.63 -- �- • ;a t;_ .r,^1��"�r'%1 i',":°r it ,'t , N Q 27• 21' t 0 _I00 E00 300 400 tin:. - - . ,i, ' St �1^ t 90.ro j�j ljQp� rooms a a.�u..a MIT.ILIA '. . + i 11 th.a.- 1 - EMIT. ter' PARCEL 7 • FARCE. l l'�i�11. 4 31.51 so• 20- • 1.�.163 S.F. �.._ - - . ^ ?Cu Y!1.Ol1'!s NOTES M' ��/ k N tie b{• 1r I L1,,,- - IDaYp` IRL WIT COMERS DATA FROM OUR OW TRAVERSES A3 Ti.i 1 11 , 110.64 .� el TAX IA! WOW CUTS 11. STATE P1.{NE i�D1T, NAD-63 CRm, PRODUCED �i ; N K 11 1 F \ St a7 29 06' t 1! E- - - - ION iU1 r In RUM. ROE, t D2TCIDN63. no E13/3 FOR POSITION , yl . N 1/4 CONNIE OF SECTION 1e. TOWN 23 NORM • %.4I - -' en..WADS e 1111 W IL Tits aA.413 of i NV C D MI aPe section s 1 • N 7T ba• 07' W 1 N THE N 1/4 CORNERAND T. NV CORM OF 3ect10N te. : IF 23 N R•NCE 6 DST. T.M.. CIANURD AGAINST THREE N ar �`1�\ 1f\ N370'.{7• 2b' t ►80N3 DID NOT IIL'ttD 0.0b7T. USING A C0113DIATIOA aim \ 11 70' OFF• NK2e 1 � ` 51 FOR THIS warn vas i19 IN NVOL PT. See9. \ ! /D�� RUT RECORDED MUDi 19901A, VOL 97, PAW 260 (/ DIG POWDt1II0t 1ACATIOHS Tins PROPDRT PA�(,'$I, 3 N s9 of t�� $ er 0e• u' V - / 11=3 MONasMD{T FOUND 33 1 \ 60.4 a / A[ ►TE3 MAR FOUND ( ! 2 /c tas Of I1DTOW.D PARCELS WILL RE MI AS 4tp11D12D UPON 7a1.N! S.F.. I I 111.3811' 91� T� O 3a1TON OF FINAL DEVEL0P1tD1T. • I -_ N 70' 00• 14 11 --.- ---� `� Puna MD/ 7$.791 L ___!_''�,.\.\ _ --N st--s� \\ C/I. MAPLE VALLEY • �� `, ® N 7c a so ✓ rsu 2 �`� \� L [ HIGH1VAY -- SR 186 `. . . sbb r- ,- 6C 3a {d 4 (TiATt ROAD No. s -- ` ` ` / 7>F2e A3 CONDfHNt7 IY 3UPTRIOR 0- \��or (Kst .44 / ///-/ \ 010.II0 `\`� // COU17 CAUL N0. 767667)• .4320.03 N. . X or$ }�/it / OMNI •\ \•-. \` ``~ �/ // /// !/K sr {r t • 2r if OY 1 fir1711C-ar+'a t N `� • / TUTURS iAG'i0id // / e929 7•e.fe i eao.oe `� SANITARY =MIR / //i,// ., 1 e1 07' Or E . 4/ 6 - K ar ov f 00' TE1Lp. TA�� EA9N. T / �i�/ M M " r = •r- ' SANITARY / .` �.`Q A.\ '/r��% // f Or Ao' SP W-/ • Of 1I sIf • I • • - jt9410041746 • ` �¢ /-/c--J SLIM eaAm I -a 70 A er W - la es (fatttee-�t s tetwl^ - ` f C `! N 6T {r 21r t X es 6!' a1' 7 r! Cs 01• i t' V - 6J.12' 76' 10' E ~ % �••��` `�//// �\� PARCEL 4 {�Se e7.ee r �� 3 ea or {r T - 37.tl1' 1.77 / //`.. ^ / / � . es. N tic Of w W-- i sr.3Q �r E /1 }70 3.1.` �. ///// // ` b `�. �� N rr 3r 1l E� ' 11 tie M' W E I // \ 1faa66--.-1 eb / /,// / .\':\` .�__J /� / �` p ��� .` 6L61 Di70 ! _ /V-� I �.!.L 10 Z //////�ARCI;;I. 9 ``�``"� -JJ// _ Y ``� Id�¢`?30,4. >s it tr 1e 9- _ .. '�AT 0� -T 01�1 if M.is - - -- • 1>s 13 .-I M SF. . aaa // ///// eNi^� V. s .s. d.y C0�3�N` -.>Pf� . R -- $� --- ..I68:" r/ ://i/ i _ t000.00 • `.I2,e ``.T3`- - -ar-U e7' t _- -- o S s 111113__--- '/ A - O7 tr cur 11 R . 500.00 `;- -I J17.Os -__L -72'"ESN t S N L 66.e9 A Sf' Or Id ss 0 ■o0 ar of t_- _- - atop, 6 - - - J .+ L .. 179.T9 s• ��'�dA-- ; �',_ ,} f t� N :r ar tT 2_ __--_- - 'N 3r 13' a �-' -. r• �3 i7 6.T t o0 zY 400.00 gC ... } •.xp $ tau _ P. S. P. k L CO. N rr 2r >a• W�` 7a tr-2d W to 1 t 1ne.S9 t J .3+ ty f -- ---'---1-- tV EP DLEI" • ULAN � - '. to a k- � _ -- c AY• . �2513101 M 2r o{ :.r a x - �,� "-t.t tOs6• eT ET 21T W et e'! - • Sr t v �'� a MIS 7LNa J _ - -- _ - N oNr Ica PARCEL 5 N w 36' to • - _ 19e.40e 31. N sr {r >Y W �.tK mare tints _ -�itRCEL-f- - wet .�_ looa e6 7aa -- - - ^ 1317.68 1° v 01' 06' 1 1017.57 � 1eo,b10 - . ,�•�• 17 oae rmt Nor 04' or t ,r„1 t- N �/'�0° 2-2■ l I 1°'M""'-u`s"" (Z I CAD FILE: RENTONLLDWG ��trarst-� QS 1,T? T sy_ /``17.EI 33' S7 T n A■C O A D a A•s C t A T c c A 7 E LA' PIANTA UMJ TED PARTNES3.SF'!if' TU Mt) WASHINGTON Mo w.-am �• Lott l�_ T. _ ��', As.�ao 2u a 2aaPasrs van FOP co�TOT-Aar a_ \,,, nl . to reAal2 CPC wasp m r9M LOT ANOMMIT ,�j ?.�11 k. `d, 1• 200' e•�•� YCY s GAGA a Al Parr 'I • .1a•;'A fp M >t b / PARCEL 8 I. • i I 1� 1"" 11/16/C5 ,...'. 3/2719e - rfftcafove M. �' / • R i LOT LINE REVISION ALIGNMENT �:�, : 3 I: AP to AVAST OF ,,PLUM taa:m r.a:v�a •�" ''3 '� /F SEC. 18, T. 23 N., R. 5 E., W.!d „ ,_ -b o0 1 . -g, , of _. �• �_. tf 1-M7 • LL ' 10 /1-- N K Cr 30• fr- I �a y • !Ig 203-fly-1 tf ` s� MT. 0*!m WAY rttaao ioPmrtiaeort tr t A LEGAL DESCRIPT IONS LUA-96-200-ILA WO-U.-OM t. OpG1NAL PARCID.7 PROPERTY ^WNLR - PU.CII. NO 6 RENTON T-.:D AVENUE I:.::a-"e : '.r PARCEL 1 ---- PARCEL a ---• 11 m'rn s MI 3outH eo•F>aT 01 THE VDT 179 FEET Or TIE NORTHEAST QDARTLI 0I TtR SOUTH 70 MET 0/ THAT PORTION Or 7HR NORTHEAST QUARTER OF �/„����� 1 INS NORTHWEST QUART141 OF SECT1nN l6. TOTNSNIJP L NORTH. RANGY 5 THE NORTHEAST QUARTER Or SECTION 17, TOWNSHIP 23 NORTH. RANGI 6 BY - teO1LL1 F. MCYaftON �J'r" (J(JT SST 1y.; LAST. W.M., LYING EAST OI MT. CUTET CEI TTURY ROAD. AS CONt2Y►' BY RTUATI D1 THE art 0r RINTON. COUNTY f Y KING. STATE 0/ TLSIIIGTON. DE M RECORDED UNDER RECORDO!0 N0h. 1722078 AND 2722079: ITS HOMER • EXCEPT THAT PORTION TIMED? LYING MEIN A 200 FOOT STEP or LAND STATE Os 1ASHQNCTON /t)p ^/�/ /� CONVEYED TO PWSET SOUND TOM AND .1GHT COMPANY SY DEED RECORDED rs. �(Wes rl 'ARM 2 ---- UNDER RECORDING NO. 2500774. COUNTY 01 IQ'ft r THE SOUTHWEST QUARTER Or TER NORTHWEST QUARTER Or SECTION 16. SITUATE DI THE CITY 0/ RENTON, COUNTY OF KING. STATE or 1ASHAGTON. IOWN3HIP 23 NORH1!- RANGE 5 EAST. 1.M. • I is.--Illy that I know •-r base .au.f•atory evidence that Thomas F. McMahon t DIUATE Of THE CM 01 RIOItON. COUNTY OF RIIO• STATE Or WASHINGTON. the person who appeared before me. and .aid person acknowledged that be signed this Instrument. on oath rtet•d that he ea. authorised to assoute the hvtrunount and aolmovt.d4.d It se • Member of Reston Third Avenue Proper' P II' 1 ---- LAC.. • Waabingtoa :hailed liability c...npany, to b. the Ir.e and voluntary ' 3 ---- THAT PORTION Or THE NORTH 36 FEST O► THE SOUTH 116 FEET Or THAT oat of such llmllad UabWty company 'or the ow and purpow mentioned b 31AT PORTION 07 THE NORTRIZ..9T QUARTER OF THE SOUTHWEST QUARTER of PORTION OF THE NORTHEASST QUARTER OF TIE NORTHEAST QUARTER O/ thle toslrument. NECT1oN la, TOWNSHIP 2S NORTH. RANGE 6 CST. W.11. LYING NORTHERLY or SECTION 17. TOWNSHIP 23 NORTH. RANGE 6•EAST. 1.1L. LYING EAST Or THE t LINE DESCRIBED AS FOLLOWS: RIGHT-O►-EAT CONVEYED TO PUGET SOUND POWER AND LIGHT COMPANY DY D.t..t • -ro-94 �-- MODQOSG AT TIE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE DEED RECORDED UNDEN.RICORDRIG NO. 2600774: q - / -.' 1 01' 03' SO' 13■0.00 FEET TO THE POINT Or B1a0INDW or SAID UM AND THE NORTH 36 FIST or TIE SCUTS 115 NET Or THIS 1ESt 179 TfOLT 7 6/-. H�N3 N Sr 11' IY N 1440.75 TEXT TO A POD!T ON THE FAST LINE O1 OF TSB NORTHWEST QUART= O/ THE NORT1IIIST QUARTER OF SECTION 16. r `:. IAD SUBDIVISION. 3 or ov 40' 1 SOO 00 FEET FROM THE NORTHEAST TOWNSfEF 23 NORTH. RANGE 5 CST. 1AL: + ''•.".".:. MORI OF SAID SUBDIVISION AND TICE T1RIMS 01 SAID LIM STTUATI IN THE CITY OF RENTON, COUNTY CT TIIO, STATE OF WASIIIGTON. �:,•.': Signature of Mo :is Lm10 ALSO MOWN N PARCEL 1 01 UNRECORDED 3QRT1Y DATED 1ULY II. S r� I. - DTU1TE IN THE COT Or RIGNTON. COUNTY Or E NG. STATE 0/ WASIWIOTOII. PARCE[. to ---- ' Print or Stamp Name of Notary - TIIAT P07 10N OF THE NORTHEAST QUARTER OF THE NORTH AST QUARTER Or `' ( Notary Publla la��yy��tor the Slate of 1ashLogt. 'A 4 ---- =LTION ITT0INIQP 23 NORTH. RANGY 6 AST. 1.Y., AND OF TEL .." --.F'�•• Nag at 2.__. . NORT116TT QUARTER 0r THE MORN QUARTER Or Hamm12, Ton- �'• re aaa,a,lsenn exzdrsa�rHa 's'-�`-_ItSA- iE NOIrg HE 008f QUARTER OF T *whams QUARTER or SECTION 1/. 23 POSTE IAANGE 6 EAST. R1L. LITEREASI 0r THE R2Gtf1-OF-WAY las OWHr3CP 23 NOM. RANGE 6 LIST. 1.M.: CONRYID TO P1103? SOUND roen AND L T COMPANY BY DM RECORDED =VATS DI TEE CST- OP RIDNTON. COUNTY OF EING. STATE OF WASIIIOTON. UNDER ➢ECOR LNG NO. 2600774. AND 30011 OF THE SOUTflg1.Y LINE 0r THE MODS SOUTHERLY STRIP 01 USD DR33:110 TO THZ OTT OF RENTON TOR PROPERTY 01N1R - PAIN:ELS 1 THROUGH 7. 9. 10 t>r TEE 1ER I rv>hlp STEM PT DICED RD UNDER rD' a NO. 6664166; LA PUNTAA trio PARTNIRSH.P. • ve. limi ted mited partne 'AR'ARCM6 ---- TEAT 01 POEM P _L OP ST ISE SIUTE MOE FEET OF SAID MET O) TTDI IIOO �� Land Development- Inc.. • Tvgt hlaon corporation. Its G.n.r:d LYDaG Y HAi POTION 0/ THE 30UTH1PST QUARTER OF THE SOUTHWEST QUARTER OF QUARTER OF Tux NOirm1anr QUARTER CH seal SECTION 11: HC TIO$ 11, TOWNS® 23 NNORTH. RANGE 5 EAST. 1.1L. LYING NORTDERLY OF Ali Emir(THAT PORTION T1l1Q1R0/ ow RANT 0r A 151E f5a00@Ia fag THE ,M dei 4e HE RSNTWN-IIAPT1 TAUNT CSAD N0. 1140 AND NORTHERLY OF STATE ROAD No61Ts 151E 07 ThE N012H1EdT QTUARlax OF THE NORTHWEST QUARTER Or HR IL A. Sit - PRESIDENT10. 6 (SE 161►) LI COND�IED UNDER ENG coulrrT 3Ur2RlOR COURT CAUSE SLID SECSZOP 11 AS A POOR 310.1/ YY FT WESTERLY Or THE NORTHEAST 10. 76711117 (TECH No. 6) AND LYING EASTERLY Or A TINE DIED AS CORiirw T1SnEar: TEMA 3 or.Or Y1 1 ALONG A LINE PARAIr.E1.WITH STATE O► WASHINGTON ) SONS ANC` 30.00 Ina. SART OF TOE lAST LOW CO A TRACt OF 1JND LIm= TO )) 7t>D1N0.0 AT A POINT ON TEl SOUTH TSNE OF SAID SECTION 770.61 PUT TWA STATE OF WA7mIGTON BY DEED RECORD= UNDRDt RECORDDIO as Art OF THE SOUTHWEST CORNER OF SAID SECTION; THENCE II 1S 14' SE W NO. 3E36173. A DISTANCE OF 640.30 FQl; THENCE N 11 t2' 42'' I COUNTY OF KING LiTE L NORTH IDLE OF SAID SUBDIVISION. AND THE 71tE1H !LLD IS NU3 OF eLE: 136.6E 1EZL: THENCE 3 Or0ow for QT 1 ■6/.61 I . MORE OR LIME TO THE . xc'EST TIE WEST 100.00 FIST OF THE EAST 300.00 PERT THEREOF: SOUTH LIM OF SAID SUBDIVISION. On thi. �� day of -, lsrod, before me, the uod.rsI u.,t. a Not. TTUATI IN THE CITY OF RENTON. COUNTY Or ICING. STATE OF WASHINGTON. SITUATE D7 THE CITY OF RENTON, COUNTY 0I KENO. STATE O1 AASHDNaTJN. Pr`Sa In and for the State of Waehtn4ton- duly oomnrlveioned and .worn. personally appeared IL A. Sepal.. to Ca. known to be the parson who oign.d ee PreaStent of Metro Land Wy.'Lnpa.nt. Inc.. thy co'por.Uon .otter a. - general partner of La Planta Limited Peruo.r.hip. a Waahtalton 1Lnikcd part- nership that .nested the vtthln and fur.soing instrument. and selmowladle - said Instrument to ba the free a al .olootar7 ant and died a! SW.tro and ER WEST 100.00 FEET Or THE EAST 300.00 FEET OF THAT PORTION OF THE Development. Inc. as E•n•r'•l partner, and of V plants Limited Partnersblp. O011171 IT QUARTER OF THE 30UTH,W`. QUARTER 01 SECTION I1, for lila uses and p�trpse� Hoorahs as aMoaeol and on oath stated tb-t uo Mann it3 NORM RANGE 5 EAST. P- LYING NORM Or SHE waa duly ateatad..quaUOed and Gaunt so Gild oflioer of the oorporatan and O. 5 ( 11AP11 TAUNT ROAD NO. 1140 AND NORTHERLY SUPERIOR OF STATE ROAD APPROVALS - that ha mai authorised to Routs the said instrument on Mtial! of Nett o O. S 738 SM�A7 CONDIOMER DI ID'!G COUIRT SUP@40R COIfR'T CAUSE Hind D.veLepmenl• Inc. and the 'L. seal affixed. it any. is the aorporata a.. O. I 767617 T(fH1EnI NO a): of the oorporaUoa. and that the aorporsUon sea authorised to execute said TTUSA71 IN CITY OF RENTON, COUNTY OF @IG, STATE OF WAS INGTON. instrument on behalf of La Planta Limited Partn.r.hlp. D1 1ITN= WHEREOF I hats be•eunto set my band and official veal the day . "AM_y C _ sue/ if( and year first above written. MI$, y ADNISTRATOR 01 PU.NNDIO/1UDDIIO/PUBUC WO^I:9 -- ,f C:• OF ILSNTON a°r ol. HAT PORTION O1 TIE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER O/ �I u[,, -- �° r--�,e' CtfON 16. TM/MEP 23 NORTH. RANGE 5 EAST. 1.Y, LYING SOUTHERLY Cf I l } . Nth .e ':��s10'rrS'' -'- IF A LDI1 AT TH S iS H'OLI.o19: 5�IT•fIC i if NorARr o; Stgneturr of afar, IGIINDIG AT THE 0O 0 rrET T CORNER OF 3Am TRIM L1ION: THENCE �% /1 ' - 7.) f 01. 03' 30' 1 360.00 7ERT TO THE POINT O.POINT ON O/ SAID LOSS; !DIG COUNTY ASSESSOR h>. G 'A.. 7 C : _ Gtv � t_. t4vll ic,_ HEACE Ti Sf 11' 47' 2 1440.75 FILET TO A POI17 ON THE LAST 15N1 OF a-, f L1 c _. .KID StYSDIT1310N. 3 01' 04• 40' 1 3/0.00 FUT FROM THE NORTHEAST S�vr-•'•- .. •+. 'p Print or Stamp.Mam• of Notary ORRICE OF RAID SUBDIVISION AND THE TERMINUS OF SAID LINE •-- 1IINC ALSO.LN01N A3 PARCEL 2 OF UNRECORDED SURVEY DATED MY 15. ''fey+0f WAS'',, Notary Public In arid for the Stale of Revising TTUA1I 1N TES CT.T OF RENTON. COUNTY OF KING. STATE OF WASHINGTON -t.ti r 9e.(- �..1- 7.•f- 7•.• -9•J7• Y.C/ 7.7J-y,f/ My',voiding inuulo.iou eaptr.._-ji.1 L��_____._ /7-U!•f- 7.•/- 9,7/ al..,•/Ji 5/i✓71' /(-di--f /7 f/i PT-1J•.r AN • _ CAD a "°•0 RIGOROUS'. CERTIFICATE• -1.:.---7.-- I-I-LA PIANTA UMITED PARTf�t4ERSIiil man ra P BROOM _D.y or-- t.- 4 )- ' ' TUKWILA. WASHINGTON age.6.-IL• • _ , ' w Dana er - .T Pus .a f/ ?' �Lw>F I 1.°.a H -1-7-6,.....` /A ores T O/ THZ UST 176 PUT 0? TNR NORTit,nT QUARTER O/ THE 3oUTtr So FEET OF THAT PORTION 0r THE NORTHEAST QUARTER O/ � ,,. try rn_� 9Go / ...T.. or UCTIom to. TOT1IZW 2C' NORTH. RANGE 6 THE NORTHWEST QUARTER Or SECTION 17. TOWNSHIP 23 NORTTH. RANGE 6 �` VT. EX. LYING EAST OS VT. oURT MIN =T ROAD. AS CONVEYED BY BY - THOUS r YcstAHc.. AS Y Or morns. cbil$TY or ENO. STATE or WASH I NGTON. TEEM RECORDED UNDER RRC0RDD10 Nos. 1722076 AND r:E2o76: ITS •�+•wr■ • =EFT THAT PORTION THEREOF LONG.IT= A 200 MOOT SW 0r LAND SPATE Ot WASIIDNGTON I /t79 A CONVEYED TO PUGE} SOUND POWER AND 1JG21T COMPANY t. DERE RECORDED M. / CS ' UNDER RECOr'iDCNG NO. 26007,4. COUNTY Ol @t0 IARTIE 0/ TILE NORTHWEST QUARTER 07 SECTION 16. SITUATE ON THE CITY Ot RENTON. corn" Or ENG. STATE Or WA9mNGTON. B RANGE S EAST. 1.1E I aortlfy that I know or hay satlalactrry awid.no. that Thomas T. YaNahon le 7 0r RENTON..COUNTT OF 10110. STATE OF 1At0ID$OTON. (ha iar.on Via appeared before in.. and sold person aahnowiadged that ha Maned this Instrument, on oath natal that hi wee authorized to execute the' . PADL70. 5 ---- M Instrument and sahnowledA.d It as • ember of Renton Third Avenue Prepartyt. LLC.. • Waahingtoo Monad liability company, to be tb• tree and voluntary e THAT PORTION OI THE NORTH 36 FEET or THE SOUTH 116 nor OF THAT set of such limited liability company for the uw ane purposes m.nton.d in- 11t NORTHEAST QUARTER Or THE SOUTHWEST QUARTER Or PORTION OI THE NORTHEAST QUARTER Or THE NORTHEAST QUARTER OF this in•trumant. NIP 23 NORTH. RANGE 3 EAST. 11,1L. UM NORTHIS .Y OF SECTION 17. TOWNSHIP 23 NORTH. RANGE 6 EAST. W.Y.. LYING EAST Or THE ro-4� AS FOLLOWS: RIGHT-Or-WAY CONVEYED TO PUOET BOUND POWER AND LIGHT COMPANY DY D. _ SOUTHWEST CORNER Or SAID SUBDIVISION: THENCE BRED RECORDED UNDER RECORDIPG NO. 260 CT 4; 0.00 FEET TO HUT POINT OF BE00NNn o or Sam UNE: AND THz Mons 36 Tin o►Tint SORRY 116 711T or THE vs= 179 FEET 17. a 1440.75 FEET TO A POINT ON THE EAST UNE or Or THE NORTHWEST QUARTER OF THE 111011THEIST QUARTER OF SECTION tee .9 1 or 0r 40' W 3ti0,00 MEET IRON THE NORTHEAST To1NE� 23 NORTH. RANGE 6 EAST. TJL .•'.T IBDIVIS10N AND THE TZEINNIA or SAID UNE SITUATE IN THE C1rY or RENTON. COUNTY O/ ENO. STATE 0/ 1ASHDI TON. ...,,a,.s. :;,sees. SSgnature of Na I Al PARCEL 1 OF UNRECORDED SURVEY DATED JULY 16. 1■j ' I T or RENTON. COUNTY or Ina. STATE or TA3lmWTON. PARCEL 10 ---- 11: I,. LRint or Stamp Nam. of Notary THAT PORTION 07 THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER 0r a. fir•, �� Public W A Oq r the State of 1..t.lnssaa. S1ILTION 17. TOVNBEM 23 NORTH. RUM EAST. W.Y. AND OF THE residing .t • ARTZE of THE SOUTHER'? QUARTER of =nom 16. PornNORTHWEST QUARTER e�EAST son LY2466 EA roolremflin ST Oils R1ri lc f-1 My commneeionen _1115.-.E r2.111-- L RANGE 6 NAST. W-Y.• CO1rVEYm to PUCI T SOUND non ARE USW COMPANY ET DEED SECORDED O/ RENTON. COUNTY OF KING. STATE OF WASHI NGTON. UNDnt RECORLDt0 No. 1E500774e aim•sovm OF THE solYI1LIZt.Y UNE Or THE • MORE SOUIIIIIR.T ESTOP Or LAND »MR33 TO THE CITY O/ RENTON FOR PROPERTY OWNER - PARCELS I THROUGH 7. 9. 10 STREET PT DEED DELTIRDED UNDER NBCOER*G N0. 66341 at LA PIANTA Loa= PAETIORtst!P. • rla.ldngtoa :imit.d partnership EECstT THAT Pir0ZION O1 THE SOUTH 11100 FUT Of SAID SUBDIVISION Ry Metro Land Dsysiopmant Inc.. a Washington corporation. Its Goners] LTTNG VUtTT 01 THE EAST TIME or TENT PUT 271.00 PUT OF THE NORtHWL*T partner IT SOUTITBUTT QUARTER 0/ THE SOUTHWEST QUARTER or QUARTER Or TER•HOl1S1E:fr Winn Or LAID SECTION 1A: LIT 23 NORTH. RANGE 6 EAST. W.Y. LYING NORTIORI.T Of AND =EFT me PORTION MUM,17*10 EAST or A UNE P10D01DNG ON THE VALLEY ROAD NO. 1140 AND NORTHERLY 07 STATE ROAD NORTH UNE 07 MS NORTR1stfT War= Or THE NORTHWEST QUARTER OP IR Y A. - P1�7tDER CONDZIRM UNDER TONG couprr SUPERIOR COURT CAUSE SAID SECTION 1f AS A purr 316LM MOMWtTTEELY OF THE 5011 GATT b, ei AND LYING EASTERLY Ol A LINE DESCRIYED AS CORNra 12HEREOP: THENCE S or 06' sr 1 ALONO A UNE PARAUL4.rem i .RATE 01 WASf1,DICTON AMP 30.00 Psi. EMIT OP THE EAST LDS Or A TRACT Ol LAND DEEDED TO j1 - 0fT ON THE SOUTH ILNE OF SAID SECTION 970.6f IEEE THU STATE O1 W►SHI NGTON BY MD 1111100111CD UNDER RECORDING w. in= CORNEA Op SAID SECTION: THENCE N IS M' 65" W N0. 3E36173. A DISTANCE Or 6410.30 P76'Q. SILENCE N MI Ir 4r 1 COUNTY OF ICING ' OP SAID SUBDIVISION. AND THE =OPUS OF?LW LDIP 136.66 FEET. TVUCE S 01• 06' of W sof.61 PEE'T. YORE OR mu To THE 00.00 FEET OF THE RA.TT 300.00 FEET TROMP SOUTH UNE OP SAID SUBDIVISION. On this � day of AsnL .. 1666. bet or. in.. the uo der lgn.d. • Notary Y 07 RENTON. COUNTY O/ KING. STATE 01 WASHDNOTON. SITUATE ON THE CITY Or RENTON. COUNTY OP KING. STATE OF 7ASIDIOTON. rub"' is sad ter the Stain of Waeatagtaa. dulw 00112.13.11.00l0000 and ...ern, personally .pp..red N. A. Niels. to roe imo.a to be the person uho mined am President of Metro Lend Detel.pnent, Ina.. the corporation acting V . general partner of La Pl nta Limited Parta.a.hip•Washingtonand innedaolenee part- nership that o taumnat.arud lb. wain. anal foregoing add instrument to be the See a.s1 vo) tery ant and deed of Metro Land WET Ol Till EAST 300.00 FEET OF THAT PORTION Or THE Development. Inc- as geaaral partner. and of La Plants Limited Psrtnorsbip. A OF THE SOUTHWEST QUARTER 0/ SECTION I, for the uses and purposes therein Mrlloa.4 and on oath stated that b. L RANGE 5 EAST. W.Y. HINT NORTHERLY 0I THE seen duly .holed..q,. u1 ad sod acting - said o[M.r of th• aorporatLon and sr ROAD NO. 1140 AND NORTHERLY OF STATE ROAD APPROVALSCONDEMNED IN LING COVERT SIJPE7tlOR COURT CAUSE that hm ts authorised to .a.eu the eels] instrument on behalf of Men o Land Development. Ina. and iha iL. .eal affixed. if any. la lhs oorpor.te seal O A): of the oorporaUon. and that the corporation saes authorised to .z.eul. eald T OP RENTON. COUNTY Or RING. STATE OF WASHINGTON. instrument on behalf of La Plants Limited Partnership. INWLT7(L93 REDD21SCT I haws Ira unto sot my head and official ..al the day C / � and year first above written ADMINISTRATOR OF PIANNIN4/1VIIODRG/PUBLIC W0:JLT -- Hil NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OI ` art OF RENTON soi t „L.,., � � - U P 23 NORTH. RANGE 6 LEST. W.Y. LYING SOUTHERLY �O�ro�7.~.! � M AS FOLLOWS: Se.rr 1J,C It PI k..9 . A r A.• 3lgaatnre cf Totsr y YOUTHS/EST CORNER or SAP, IUBDITLSION: THENCE I :a,MOTARr.I 1.00 FRET TO THE POINT Oi 111GD1SI$G Or SAID WE: ERG COUNTY ASSESSOR ?G/af./1G - - 7r E 1440.75 FEET TO A POINT ON TEL EAST TONE Or - G v s. L. ti t t J N� s,,t. F'�?LlC ea � or 04' 40' 1 300.00 FEET FROM THE NORTHEAST S�j.'' r•1Ci Print or Stamp Nam. of Notary EDIVI3ION AND THE TERMINUS OF SAID IOIE: AS PARCH.2 OF 7IIRECORDED SURVEY DATED'DULY 1e. 'I�%OP WAS . Notary Public in aanq l for tb. State of •ashington. • t`` residing ■t �Gfass7t--- -- r OF RTMON.'COUNTY OF 1fItrc. 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' • is or::ap r;•rtennrces Aber af.'to us sans trl:'t)d by tie grtinr.ee ":•;.. �c4f ' , ' ..(} '•'^'ly;:;, , .'therGt, t• the'•klaget ..ot'xti r'owor +{: a•i, bt: 4�►mpuuns •.. i. ; , ..rl;,+l.j•'••, ' • . t' •4 x r: :` •.' ;,��_./". s:•r 1tl e 'J.t3ri 15 i Lra • I: • _ . -i te•;...7-••(( ' , • =.1 .:t•• =`_.I'V4•:` •`<< :z� "=7. - .•V =SaricL , +�amr- ur rub lands . .. __.:,:,• 76.E • _''-'" :'s f-`>i't'Idba:= td)ic':.4 ITobuter ;:a Z07 =.:ant rts1 i or' in1 . tilde • . ,,•,.i .: , . br ' 'air ,. `" .'v?:.te'1"v 4C7• ..' E.. m. �+.' 1_i '4qn °19 192. O 2 _ r 131Dg ;i • r•, 'k;r4 - :?,c'.Yr: ':'S�• r{••' • rrr 1E ` 'i"f i' - • t'.. -{_ `i`�tst� 'K�•-�roOka73(a a?1 fir `n".'• - .•.. • • _ :A'h�;!.•�i';:`r � 'i. ,ws,: ;•, �. to`' acarfeK:' .•Ge ,k.'.rni.:.iiali,L..e: oak•-lsf,• 'ofa, kew ., :;r;,;.,:' . c1':,:,`bf,' :> ,�.4 -oertttlea :t t tail:"art -aa/b u to Lip,on:. >1,. :... 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F�� �:�'..y'L ..y„,-,}�,�.•�• ,� :t,:- ; y_-:. .b S -iiis �}.ast. over• :to.'•.0 -t .oar."'.at dytd .nay: j-td. ' # t. • • . • :i-' tr:y' :`:'_ .$`,'�•err7 �tItatatmviit�:tiorpors,t.iun, .4i�.• at.;;r try..: hin.�ut ar" c 1"'4- ': '-:`i•' . , !. •,; ROCCO :t;1st ` ;trd: reodd i.rs ' :; � - • i • �•' , �� .thosi�'c or �=ha•ca;,.a �:� • ,,: ;-``' , ud re►oa c: .:.�.: , + .,> '°r--..;4: Ski' i :-; ati:'.3A81.:of,aat yi6 .•. ! :nd ot`o; :ba4�y* ', :{ �:. . Y .4`. r';A.'' �i ';l iil.9.-:toget.1. wit h;:•.the rots t by:sea;=ail ':•tte•:rinney 'tua .snot;_ .. 4 rt,� : •era. ds.*..toon With t48'. int . • . - .- •'r = -. . :te:,._... := :: ,�,;5.,-:- '• . 1' ,-tJ�'" - ' •Iii.,.icit•vrhor, .:•r- e t t CO has lad L! oar: p:a to '.•u-txed :air' 'V j �.. •4:.: tz•- view 9res •undntlat socy •. :•d Lab cod s Ls'.-ot':p sl t toutt': .'. • 3'. - , • '4�or' ba r ,�=d:._. . oar :al. • -, tt o r'tlo:rc:at .:dslpor�y z- - . .., . . ' T uu:•ry' a riadatm,. vial: pros. T , ;- • ��'�..;, r' " '.udison 1 " .aaon it,ee •reBJ c.e.p.,.: :,. 1' ,`- 1iQe.'.�LLA;.18 ',• 19a;� !)jf:�+t1A z1 ,>;iZl�.�.,,.. R��,'r-' -+ / r !Mallti sissy !! t Tyr 4� --' C r 1 ►• • . . s� , :�- rormt•�•—'•bay� Y. ��:Ryan.n wr'-ai�1.;'�;.�. ff���` ;• y't1li, at.:,S r:a.u .^as :' 19::iU fill by att;ca.�- .. . : ., I;; �"' •.V ,: _ -- ,...I•*.cam' .':.:��:,,.. -,' A2s: .•ld titan 19 1/1:G %-b8 2b 1U4 :i#-,1` ;t J.an.18' .1929 va.1 reevd � '1` `' ._ ! ••:i'_i. . .:4*tt:=11 .;ivi rrt:st tsJcarittr:y aburp orwu at a,. • L- ''•"•r' , ^'-,! , • • to • 's� Gust . ..erer, ••ed ustberyrs •ro"iit11y :zeyar ; , ' -- •4:� us L3 ...boy a --- .,ea 8 1928 --- Bessie t.oilook. , --- y'.' .,;... ; • . ;:!J� _---ea 6 1. :? -- 1.''.41 ur'u As 6.:7 ---'ZA489t] »-a • s:%- ,,i pail : _ 'ta :u .21. a: ,,. V ;'. • .:orr,;1 .-e t to "'ILIA" :'runt ....iso,,,..urd► .ta ., :.rtt.-ur 1 ..o.ni air, vice p:,h4 ,:.i�.• 1 ' •• . b:• .l I '.:1•.ctt, usts. .;oct :.- -3,en•i, •• . 'r . itaw at z 18 1.9._:,' by ,.rtsLr .:oz�.,ezr, :'Li , t • luc t •, � • . c+r,d •-;:mat .lea,) u:' t L cu --Marrlp., i'cr •. -- bet L r. ;ij,=i 'h`p zo ..., ..• ,. - :. • en :es :.t o r: ... •.'a.r 7 151::J € • • :s� "' ;.. ,• TT :? altt so t: ?; -'•,,rj•.:_t4rs•'.• : T�:/� 1. , yiy 4 ..etaaw oa. u� aa.•. Nis a haws for raoaro. %ma rasa a•ltha� ' Alt stew ny Mebane hi II lI fan ti:•d i 4 de•laratun an•-a•-ncne hest tit ly velar person e• the W1 11 ;:after 'i•Nrit?•, tines snags[ al: the t s hem0• e 1•a sae this wife et Marry ` - . I1 toad of I ful1Y •ace stt snare family. 1 `j •r•r Hove eta call time am above y ab6M` .aeo �•psted _ -- - ~ residing on said Fran hat the load Asps sarela referred to and onsTteh I reside axles n' I, :lilt u a hon•suw Ice myself tad w • bated and aNeribsd as follows, • a le _ • f; r Let Sins (3), Mock :.a (1C. x.r nl(Lc). :.alla Walla Addition. b•attls, Ling Comte A . - • __.. 1 t.. and it is ■a lat•otion to yes• am el the solo pronis•e adorn des•ribed. t0 thaw Titb_th•- 1 _ - tt " bel ~ sows and appurt•aaas•s as • aoneet.a• •. I do nor elala the seas u a bneewt•ad on behalf at ....L.:.,:.—q fit• 7 .� and and tastily, ►ace that the actual us . of said land I •ittiaut• to be not to noised the wr "tree Thousand I$3000.001 dollars, mad that th .sal: on behalf of. and for the h•eettt -f :t • ;j '91 of ay husband and family. e. ' III t 37I7kZTS mil. Z sae hereunto set aye am seal this 16th dal of loraat»r, 1. 1 T i I'3 dyes. Jennie Orevnwald --• ' ', ran C7 7A3ffi70T07. / ^�. - _ t 0CT 7T U7 L^.•13T0S. S3. — j� �t t. I I. Harry L. ; t:arr. • notary Publla. la.. / rtify tha oa the day end year h•r•ipatterwr ss 1. I, personally appeared b•tors a• Mrs. ,;axis a Mesa,, to se a to be the individual who n .i g seete i foregoing instrument and who amttaa L• ledred t 'he etetea the mane as bar free on voluntary set ni - (I t;' . J d••d for the uses and purposes thre eto Be . / h on the day add year th•rela written. t 1'' I]17.0 :. :7 7. I :AIM heyet t ! o see rye hand and atflzed sty otflaial s«1 this 16 da domineer, A. D. 1929. - 'L 1 ' •'i' (9. L. 7. 7otarial Scat) awry L. :Mr? • "" (cos. cx. 41. 13. 1i301 , 2wtary rtabli• la and for the state of Sutler • .UT17S$ Z. ton. residing at Olympia. Co 711e4 for rooted at request of Parr, Row. ld, 1229 et 9 sin. pus 9 1. Y. j amen 1. (+Ziff, CCOTTS 1^JI7CS . no i• :371T70 ififf- Gi ' :n Is Application To. 13723 bye .•wl . Paget Sound Power a Light Conoan7 nos far rust at way for truants/ton line weer COP7 Order - set *1 • mortals Rate leads la Lis; Cgaty, ))) t • VD t. aia ' 7 07 PLIC LLIra •.I: Write tite at Ccnalaaloner ' 1 •••«.«.•.....•« October `2d. 1929 and !• • = le 1pplieation No. 1312s be pum . J1' ;; I� Add t rawer • Light Conpaap Cc, rf pt • ttl:.l r.,�� "i i of way for transmission Aloe eve► «r-• �:lif i{ li'_J 'J .,W L' W:. ««.itit.• :•.:.::.:«r• Go.mer. • 0 1 D 1 1 .1 It appearing to the C® m w leslsr at this tin, that aoplitlan No.. 12729 was tll t31s sd is 1• • 94 fluby the Pu..t Lows rows Licht coapax .' • ( red ura•e t!a !� of 7 (Cr ast •u•a•st for right of way for traaaission Aloe stye . . WITS 1 of Sefton, in Lis; Canny! and axd lot 1, a••elon ld, IosnaAip 23 north, rang• 6 •aes. ."�all 1, a • il — - - -Zt-Camber a Usti owing that the •ppliaaat Is • pablio corporation propoelag to construct lire• t {j{ �°d*�o'w od t� eA application • crallbissim liar for this pnrposv of trassalttia; i_s•tris PI.'" Cps I that tl• yelps or sa y so applied fir U lSaited t• aa'aaott9ts ne••s that•t. touter with sufficient 1 nary for the Pn7"'R = . ----- _-- �ad m altar aide, thereof for— — U•'easer sad �p°sas'and egress ce nalatala_tea Mg • fitly • the l (j Or- and Zt [feather apP•ar1aS that this ri ova! _ qt of ny rmr diagonally tarthroughade larslr•d sad lee nose - a out m so. 11Ws this present ripe of spy Rant sad • forta•r grant saw to this Bone eo.P+4 I that it w111 he a•«eur7 !a ue Qaati ; of the ons_®n to praise for ii and •t]ess to said lsolacad cram (L < • I.1 —'laded in laid rust of way t that there •r• no i.Prwr•aaxta belmg1ns to aha-•••••,--aact� . . ---- � 7 tea tMr•-pegs '----'..- -- _ _. �...... therefore —"— Sao reason stay uld ripe Tr way eti �s t ae• M p[sa�e u u s�� • >2.7 tLs the full role of the laced lultded within the said ►pPllwt , ether pith the Poll rela• aye th. I I• Baba,' Iht+r•ca,-p.'aad the saw L • that said ..dons to henry!l�.d ..,. ,-..••.• .�- i• a NrtLTlaata by tall" , l l l•tert>$ authority to eontis„M Men paid, ad the •• lard h•nisaftar e.o.m.-teed 'laybe •tunis•a1 operate pad stalatala • craaonisslm line onr sad awn+•p a this right of say eclat son partl••larly d•sNlo � Coll/wet staWces. Ibe said lard Srelad•d!1 _.,,.. t .,. . . . . - - • —•— �e • 'r el..r 1LSJ-175 - - --- '� sy of WT. -- tiu mw• gamma ar the , rho WIT of sad lot 1. ao.tiaa la. township 2i sorth. rasp w I Gast. I. X.. laoisded eithia the li • : - aita_of_a_strip o!-laat-iOQYin S�idti hawing 60 fort •t *midi-: eras cm es 'ids of the following ds.Rribsg Gager lines _. �' - ----- I.2l • iming at • point is the sorts line at •said portion 14. 2 .14 tees rase se the "garter ease.�L }'� uaa sow sm Said .arts lino, and running thoo.* S. s •10• *.-131a-teetT3s80292-j4 1,63e15.2 teed .j nd env-. •• -_ --ssd a. 12644155• I.-1112.4 hop to • point on the .one lino at sail.a.etiam 1! vitals is 422.11 Net oast - 14'I/4 oethta at the • a•s Soros.choreal. - subyeet, howeear, to right of va7 for power lino gramted t•W. T. )►br thrown deed-iattrd �. .a..- July li, 1D9l1 hiss. -- s -� _ '.• - - --- in1s.•t t• right of vay tar Gamey rota' _ __ granted Jan. 10. 1913. tasd•r eppliwtioa !e.-S6T1- "]a•i _ 11147 y;,:;..-- 2eb}•et t• .lest of way for transmission' liar vested to rsiMSsr lllwagbe a at. Paul 1a111ra7J '11;ttr 's--_ Feb. 7th, 1912. under applisatioa Io. 10511. _---} _ oft t •�;--•- -The-right-of-way bs*einaboea 7wiribed has ea area of 10.52 soros. ao•arding is the plat there. l onsfm ::': • .f as tile la the office of the Caraisei000r of rublis lards at Ol is. _ 7sP . Washington. Ansi • b ilk ,,:=: It is torth.r 0.1=22D and tmr10 that this easement la granted atabl.et to the rittta at tlei . ." state .r its egoe...srs t• lags•. are egress t• mash ease lands sr timber.a.m., be isolated er-wwt efa7 .ra aawsa to roads •r transportation. it being understood that under se eaditiaaa are loggias opera- t _ time Sr ether Interests te Interfere with er damage the tr.aais.ia lino K app.rswaa.•s showers u •mine `: :: : •matruetod by the grant.o therein, the rural found rower a blest Caae.sy. _ ,s/11e Dated this•19th day of Ceterr. A. D. 1929. • tot ar (nut 07 T�CClatlasl0sU a rvarlc Lure) C. W. Melds, Cramissioner K Ttblia Load'.• -� q w 211•4 for record at merest of Stone a M.boter ins. ...cep., Ier-i9.I . 12 iota. peat 9 L 2t1 - CCM=A. CUNT. occur 11112IR! iffiffiffiffffifffiffif -3 r . :311798 I. W. 0�e7, rt a1 I1�bT T. Qait-CLla Dead Comity at Iirs — 1 • mi CL& tam - -. --I me grantors Mr+ln. Z. I. . s1L I �retiv, of Ralf' Creek. Jo..'e ins Conway. Cream. for the t tmsid.retins of Ono ($1.00) Dollar I. also of benefits to aearus to them b7 reeav •t laying oat and I .ti establishing a public road thron, a • .property. +ad.vhiei•is nominal'ter-44Mribed. mammy. release, t' . am snit-•lain to the Corm of �' Washington. ,CountyLing' • of for rase at the rtebl L forever. u a po bl L road'- and highway, all intanst in the roll• bed real errata, aims ill of said p a=tor'e .lt or tl•' ` es to re any part or el of the W. 15 feet K "eta S. !. 10 •'1• and 11, stook 35. of the I. T. } of ieotim a, `• •• 22 I.. hays 4 Z. I. X. &Detis®a rasitla Lad Goa lad. to Des wires lCoataiaing 0.04 re• more or less •• Y ac • light-of-way 1st ire. so• tits. to Moines :.• Nitrated in the Couney of asap. state K W .. ea. a 9j�' tr ° ?;i ' j Y' c'�',-,t ,.s S1a af• ii y t.k�',i,_7, Q. 3 Doted this 9t.h day of 1ortwr . D. 1929. F. 'c is L. 1� ; ; ' Use ww ' irmirss r em •.—C1., •—----- - 2. W. Cursory - t .- sialtrfh4 L. Clarke . Illa Gurney a•rw. ; ITJ.TS cs Ozz0Q • -.-- ' �"' C0osT7 Cr )u. — - sp.aK ' -- - - --,Cm the rth day et Yo�b•r, before ee, a•1etary labile dz sea for the Irate •t Qrr • S y ea•aia•imGd and worn. personally W. _and 101a to no . Our'•n' lowest'to be.the ladlvi`ala br- :•' seribod'is and tlas'eweee d the within Last had sabhwledrad to wee that they sigsed•sad sealed the had iar • • sera as their trim and voluntary sat and deed the tuns aai ptvpos•• therein n•eaiassd. Xf Witness my hand and off is ial coal 7 and ',sr first above vrittea. .. - _ r.7.. Lama ;1. C. C. Iotartal seal) 1. 0. Claris :sad U _ YOTin rUIL20:rtu ommour. - -'� • 1 It A- • - - - - r••tdias at N'ilax•.�' VT atI TRRT,n wra.w. r _ ,_. . .: . • • -,•'''''' r".'5.iC'. . . Ali]Li LY(.1 11 .:,i)LH Li .-.zi'c:j'r ,'1 rlii . . id:- r-ri 7r. "7.”•-• .. 1.)D :." r'-^-nt•--.1 •`:;,.._, i..:.-j .- . . • . . ... ‘ IFICATION AGRI:FM:NI' i ri• ..f, 6? f,tZ Is• /, ! • • - Tiilis Instnnent ride tnis '- j--/ day of / ‘2"---7 :197E, between BEN A. SERRA and IMMII •:7`..•:R.A, his wife, Party of the first part, and • PUGET S•NIND POWER F, LEM COMPANI, a Washington corooration, Party of the , . s...; - WITNESSE d secon part, TH: . - -...... -, hiffilUilS, 3en A. Serra and herothe ser,-7, hi< u.if.:., qv^ "r'r' i" f?'" -. .......-1 . the following described property: The north 330.fect of the East 1/2 of the . . - ..: Northeast 1/4 of the Northwest 1/4 of Section 16, Township 23 North, Range .-e-) 5 East, W.M. , in King County, and r) .• WHEREAS, by instrument dated October 2, 1929, recorded in Voltrne 14SS of Deeds, page 174, under Auditor's File No. 2571770, records of King County, . . the State of Washington, Department of Public Lands, predecessor in interest of the Party of the first part, granted to Puget Sound Power & Light Company an easement crossing the above described property and other adjoining lands. 'WHEREAS, b:.• instrument dated September 25, 1944, recorded in Volume 2279 of Deeds, page 512, :z.der Auditor's File No. 3425304, records of King County, the State of ;tiashinten, Department. of Public Lands, predecessor in interest of the Party of the first part, granted to Puget Sound Power ii Light Company an easement crossing the above described property and other adjoining lands. WHEREAS, •. ...• :nirties have agreed urion :t modification of their respective interests in the ;limy.: described premises in the following manner: . -.. . • Party of the second part agrees to release the easement granted to it on September 25. 1944, recorded in Volinne 2279 of Deeds, page 512, Auditor's File No. 3425304, records of King county over tne above desermeu property. . . Party of the first part agrees to the modification of said easement dated October 2, Pl29, ,c1L2....r Auditor's File No. 2571770 as follows: , . 1:xcept as :71ar :.e •itilensise set forth herein Party's of the second part rights shall he exercHed upon that portion of the Pronerty (the• "Right of Way" herein) described 'is folloi.,;: A Right of cay 12 feet. in width having 60 feet of such isidth on each side of a centerline described as follows: • A. Beginning at .1 p•iint on the north line of Section le, township 23 North, Pange T, Last, W.M. .22.Z.16 feet i‘est of the north quarter corner of said Section lb; thence S 3°52'10" lti 231.8 feet; thence S 33'113'213" ;‘' to the south line of the south 240 . feet of the north 330 feet of the East 1/2 of the Northeast , 1/4 of the Northwest 1/4 of said Section Ib, and end of said • centerline; , P.. A strip •if land 2u teet wide having 10 feet of such width on each side •.:- the following described centerline: Beginning at a p,-.::.t -:, t:.e nk.rth line of said Section le, 223.1e feet ....est of tbe ::•;rth quarter cornet of said section; thence S 3'52' 1u" 27.1 . ,...et to beginning of said centerline; thence S -1.-',2' .1“ L 11!).5 feet to the termination of said • .:L.:Iterl!:it..; i.'' 1 .1:::; portion thert lying isithin P%rcel _ I. i-a.--:• --- . . - . -.. • ••.•..):...1 ,•.:it ,, i ill have the right to construct, ,Jpernte, 7:Mita I::, :•.•; i 1 r, :•'.::,1:1,:t.: and enlarg._"ne or more electric transmission and/or .1 is Z.ri out 1,;:: !...2-• •,..er, and;or under the Right of Way, together -.•:i th • all nece:isar... or 2uvenient appurtenans:_s thereto! , shich may include but are • 1 . n,,t limited te t:.:: f I i•r..)::,.t: . . . . . a. .".erni.. 1.; . i • 1 it:•••••. ;nies :1:41.': r towers ...ith cres4arms, ;•r:1•22s, • t 4 A . LI;i:." and .1:...ner-. elect)); transmission 'sod di,trii.otion 1-1:.es; ,: 7runi2n- ti...T. and s;4hal 1:-.--:.; tratermers. . 1 . . . . , • . ! , ,. ttr .�eess. n:1rt°-4'Ff the second part shall have the right of access to the Rightot N'ay over and across the property to enable Party of the second part to exercise its rights hereunder. provided that Party of the second part u;:1 co,:ipensate.rarty of trc tirst part for any damage to the Property caused by the exercise of said right of access. 3. Cutting of Trees. Party of the second part shall have the right to cut or trim any and all brush or trees standing or growing upon the Right of . hay, and also the right to cut or trim any trees upon the Property which in :ailing could, inrarty's of the second part reasonable judgment, he a hazard to Party's of the second part facilities. ,=, . -.J 4. Party's of the first part Use of Right of Way. Party of the first . :n part reserves the right to use the Right of Way for any purpose not inconsistent . with the rights herein granted provided that Party of the first part shall not o- construct or maintain any.bui lding or other structure on the Ri'lht of hay, and Party of .the first part ,shall do no blasting within 3(l0 feet of Party's of the second part facilities without Party's of the second part prior w-itten consent. . Party of the second part agrees that the Party's of the first part existing building which encroaches on to the above described Right of hay, which is in violation of this paragraph, may retrain only so long as the building does not, in the opinion of the Party of the second part, constitute a h;hard to the power lines of the Part.: of t:a second part. . The Party of 'he first part, its successors or assigns, agree to remove the building encroachment from the Right of Way at no cost to the Party of the second part within 9n days alter notice from the Party of the second part that, the Party of the second part is contemplating changes in its power lines that, in the opinion of the Party of the second part, would cause the building encroachment to become • :1 hazard to the powei aloes. I.a,,, of the second part shai i low_ isle ,1.,,.a w remove that portion of said building which encroaches on the Right of Way after the 90-day period has passed and the ha_ard has not been' removed; such removal shall he at the cost of !'arty of the fiat part aid :.ithcat liability therefo:c on • the Party of. the. second part. 5. Indeimiit•:. ;iy accepting and recording this easement Part•: of the second part agrees to iiienhiIy and hold harmless Party of the first part from any :uhd all claims for damages -offered b•: :illy person which may he caused by Party's •-f the second part exercise of the rights h.•rein ,ranted, provided that Party of the second part shall not he responsible to Party of the first Hart for any damages resulting from injuries to any person caused by acts or omissions of Party of the first part. h. Abandonment. llie rights herein granted shall contin•••' until such time as Party of the second part ceases to use the Right of hay for a period of five (Si successive years, in whirr event this easement shall terminate and all rights. hereunder ,hall revert to Part of the first part, provided that no abandonment shall he deemed to have occurred be reason of Party's f the second part failure to initiallv install its facilities on the Right of Way within any period of tine from- date hereof. Party of toe second part agrees to release that nortiol, of this :iescrit i Parcel and when, i:: the sole i:,donent of Party o' the second dart, this norti .a of the easement .. . Ir,...,Lr nece4sary to its ';aeration;. sac:es4•Ur, '....--;ion .Ig:: ...he...- rights and ol,lioations of die n:,rties shrill ,a .. - to t:.. ... . :t • f ,'... _ ... .:1:.. Ipon their respective ;lcces-sors rind ass igns. .. i "r] li, i. . IL Si.(':)'.;h .'1'); P.\PIY LI. 'IN. I'i:?S'1 1"_'I• • .,_•a A. Serra. Iwo-�a/D___ .. . - 1-- :,,, . . . 1 _.i}1 �i,ci,1 1 , r ., STATL .,)l'ft- ,I I i SS. (,.?VI-t I: KING l Ori this day personally appeared *before me BEN A. SLRR.\ and t)RU1?ry " PA, to me kne.n to be the individuals described in and who executed the within - and foregoing instrument, and acknowledged that they sided the same as their • free and voluntary act and deed :br the uses and purposes therein mentioned. rCIVII_% •-..... hand and, Va..liai �eai tills -L,/ day of •• e-'Z 1975. '. ,r t• . 64% c7 . .n `.otar. Public in and for tne ye bl iiash.ington, '---- residing at �-- �� ft'• _. . • STATE OF h:t:liIN'.TON • 55. COI IY ;'r ::IN(; i On this ; ...,i day of , 1975, before me the undersigned, personally appeared ..1:Sf.II: A. ih)NNER, to me known to be'the Manager, Real Estate Division of PUG ET SOUND P0h1:R t; 1.IGIIT CoMI'A\f, the corporation that executed the fC. • _ ^ .. • ._ .t, •• ! ..Ct..,...led ..d ,..:"i r.. 1,.. ti:h.?.free and t•oluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said ins trinent. • 11IT\•1:SS my hand and official seal hereto affixed the day and year ahovo written. . • • ,.tar)• Public in and for the State of ha-hington, residing at ! -_e -7-7,' C .. d 1 '6l•?/ V • ,''.` >% A. A rdelimilligeSnmanamilmow . . VW. t‘izet, • • • • • 1 . - . ' • • pa2 73 I . . f -r • • • - . , • • __ -- — — -"•• ;•..-...: ... 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', . •'; -- - • - ' •-- • "...-!•••'ar-'''' ‘..3 . •. ••• . z 1.,• t• -;• , • IIT:FAIIIIL . EIT OF PSTILIC LAI= .. '' •:-•' ' • -NI ••- ••I ' • , ' . •i: OFF.208 ot Comilasioner • • ,... •.- - •s• -^••••":.1".- .• • •c ...... tc..r.-...."... • ' • •• •'• • • • • • • • . .7 •1.-.1 • _-----—---- In he: 141$,Ilantloa lo. 18050 • . ,-• . - .• , • 57 Pucat Loluad•Pover a. Ll..;nt $-, ..apiteawcr ..•..t.. .!..9/1.— • . ,. C3mi?4,n7 for rtIght of l'ay for 0 - • 4.4 ilect ct 2-1311421•14t r1,1 r 1,-k.,....1.-------7.-----...1 .,_-. - —,--_ -- .. -vs r Ge.rir-L2-14-w-11--;-•"1"--"--. : • . 5.1a.; C.:1.1ty. • _ —___ . ._ • 1 ..• _ — • ' . . , • .( It a;ded.ria..t ...0 ..t.:. •.,..):NALL-3 slow . .,. ....t.: •..124• ' • . - ", • •:- i . . , ... . '- at Ay...Lisa:10A A3. 1.505...) hc it t e.i •AL.-.1 :a ...hal_ jrriee • • r.-.•-•----; , ., - L____t f . • ' — .)-; r b c eu,c: .....luAl :t Pc:' & 1.!..•tit •;-.., Al -, 1•1•:' of fl ri•- -.. .,_ . 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A.'1,.."r::-:-.-,-,' .v1i---"••• ' Ifh.• . .. e. • - •'• IVA;t" 1`..,•-lc • • P' • •• ' ....., ' : ' 'n•-s' .-" - ''' ' = • q592tj;e3-7 ' .t.,,- .:'•••` ' % • `1 • -. — D ild1V1-55, , _ : 2 .2.:••-py i <1 June %25-q5-410 000 .00 (NO stamps) (No tax_ strated) ... - - . . .• . ....- -:. ...,, ,,J,...-,;,-. . _ ...... _•,__ ,.. ? . :. ,: 4. ,, ,t.A...y-.:.,-...--..i.-..4- .! State .oe :Washington - . • • to John C.' Edwardo _., _. - , . • .., ' 4,t':.•,..:1, , . -we•-,;.:;•,..7-401:-.;' • , -' -. . ••.Y.; :: ..-1.w..4 .. • 4:14 .,, -1p,,. 2...'....k.-...-1 '. -:-.-'t...'1--.." -. .. ' . - 4.'... 7 : • . - . ...1rp hereby grant, bargin, sell andoy to ap his tf V:.4.:,-4....i. ..,1:.:•. _.—'4 i s' ',..: -',..z.,•,_•.),,;,t and. aaaina. f011oing desa .sohool 'ait'Uata . in KCW • • I .....-,-.• ..,-,..„... • . ' •-•-e- -" •-•_.-A.?..e.- ., Mit of SW4 of sec16, trip 23N fi 5 E. .M. containinir --.., . . ....,.......7.- J.:.,....v.", :,•..-'r 40 acres m(1 aocd7, to e;ovt aurvey theof. • •• .7.--.:',-^",%.:7:,, — ..,...,4, The abv deso lands are --em aa zitc65430............... - -i---•,. ,,,••-•-.:- .,.0,L -,.,: -....41- •.:.-,--z.,,' •:: 1 _ - -.1-'4* 4* vt•••. :•• I Arthur Li Langlie Oovenor ••-•-•„*. -,9" f.' Rai J Yeoman Asst sect ofstati.f 1 . - =2-t., - 71v.•:'' . 1 . 12062 ali L41st R_c•nton Wn . . K1 to St :.-. ...,•!.%• •• •••• ,:•a• ' — 4; • • .. . ... K • --,•-- ' - ---...., •-......,..• ..,, • .-....A-•.:- I.,: ..,-:, ...-.., • ._ ..,- . . . . •- - . . .v,-1:..----4,4-.... ....'i- - • • . .. 4. . - ,.. ..•1.t...-c-,•.,,,t.-.',..,, , 0. 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D st. ;owl ?011ie a 3t aha,,tit RI. denderson up meant litliLang 29 1iii al BP .' 3 b2 :49 0 oft/ r^ • ei Lvov I 41 3Z)1133 ;- • not :-0 41 41.`0, (as ray ctaupe atz 0 ;,aarenoe }s Sell sndhstaarins at all Apt •q �t.bl• ase'b to i•Aoples National +1/Lnko j eningtoo. in Jeatt1 �; li i r t 1 ors ?lid yeast® solid digs :isitir key .:. 1a% 7, •11k 4,41ann Land 4ott,'?Q2i7' 3 3ra Add to tz1eo.a,7ol 22 pi-,,taps, 1 ? ,racioat anon . Laurance a 3011 .,.,. latarine M013. . ne Dot ;0 410 Lasssaao a Bell and Ket eri*.a3ell =i: bt :itia Z. Ms*s rion®rdaoa np rsaate O U2apr l ,4 4S) .i 3 p 19-10•-- r Li oa L• 41 32111134 ,;ot 16 41 479 s. ., ue :;tot sot v*snin;taa ! `' to Rosa Eduardo, • +'P r.Dy �r U a end sytosp her tWiise D daus,tho'l; dos .hl A 1aa ..., s-itta, s: lot 1 it Ssi goo tp 2 3 een, aaGti ;99.40assasral, aeodao ,. the t survsytlot • .•u*tO *sstoil tirntit as ! tr i L aloalias s co tators on` =off nrd er Agplie*ti� t34091 "• .:u o to a sa i toori sAt otea yf es Ibroad, l oaliasbtatns a Graatsad _dies ,*pplizetioa no 15/1b; slam auo to rigttaottLle ol.d4r of dual leas/ 7o40 insaadander 1tjl10 tiaar vo 34076 � �,ptos 1v9. of t .khe aim des lure. a aru$� :4 oak t0 al?.tr.i;:r0asia�o• ••: it ,,elision La*s of 141.1,, ; nit rat is y1ade,riot i;be Seam binding ►1pgnth*Pseatoo sad on; ansas Last of ad►grs+.otoeaattioas t oofo*t t ;.e r tith tin -4 ,1e g,rent,'•r--ea filo 9i J7o7. b+as & Magas Governor (State s i; £$tast Belle Hooves thmes of :rttr is - tat$Hssard Deed4 vo),. 4v4. • . ►pp s0 1 113 oft , o 11347 p(' s)�,T7n F7Di. . .111 oa.' ..d'O ante kit' rz L LA we cicittin e;, !. -'� L. `:i ..a.,•-;., xas- , vet 113-4a $3, r N I r State of Vashls Ut is Negh G. mite 6 Amos J. Whits, heat Op brit, g b a h convey to . its h & a ,M foil ('ssa►rbd school lauds sit is kart 'RE , of NW ice seat 16 tap 3 R r 5 R w* containing 4o acres ftrl of Subj to its far ri fts of ouT for tramondloicn tees hrtof ors under appliaativa es 18050, 318& 1.3728 granted wider far right of for co road hrto!c ti®n 2 s '�t►o cast for right of say for rr hrtofore wonted ua dvr iipplication 010511 are Bald--As a► 295TO1T-- The °tR'A'° �L) ��s�11�. Governor 4,State ats dac Attest: J. Taman, Aaat S .o T of State stets i�a� of �d � ,.= Canty #11611 W. R.C.. Whit* ! .f. BX 245 Reams, Wu i • r , D Feb 7-49 ' , 3875581 Dee 17 a1675 $2.20 / esdta� � R. ?riteThomas 3. Pritchard. uby. V. r?rz to MOO. Mitc a Agnes J. baits 2p a & u to mp fere sit in hem ( 'eppoars in wail) A portion of the S# of the Me of sect 17 top RR 5 R.V.R.daft lying V of �o�. aliveRt�®a�� t�Graveltommay �it �d�•� at gC4r9r11214147° V. 1305.63 ft, to the 1/16 oar th 1'11'00" R, 251.22 ft, $e the pob i th ematinuing R 1'11100" 1025.97 rt, t o the 6 11tw of the Mt. Olivet Dead; th 3 85" �'3O�,R, sing sd 3 ' limo. 123.72 tit to a point of curves !h ®at' to loft, of al .68 ft, 2MB 205.88 ft, to a point of tangtat 2 th Z, 2W0.25 ft; th 3 1'020 58■ V. 16.7* ft; di II 56•45 30 W, aing-00 Sly line of ttiM Kg. Olivet Read, 114.61 ft, to a t • of moves #tit. oa a curve to left, of a twills or 1*.,,..:,..: . , • ,..58 ft, a of tit; th 42r 19'30' '�. 67.t 4 ft, to a of 'mot317.94 ft. 159.58 ft, carte i tea t►at a �n:� to Loft, at-a radius DV to a polat of tint; th 2 1.26100. .I. alnr ttr W1y line of the Stamen ersvol Pit A;eod,. 18C4.i 1-.ftt th S T01.454 W, 231.12 ft to a t paint of vary; th on a curve to right, of a radius of 226.29 ft 112.63 ft, •to a point of tas t t i'e� S 31'32'45r V. 182.42 ft; th Thdmaa ;. Pritchagd Yhomas 1i. Pritchard T . Pritahard Za ' :743 lq 'Enka J. Pritchard. Ruby I . 2ritchard & Thomas E. rritzgarit leaf VLn1 'roti R. Mussy np fare at of test .•seat (na)iiag 22-50 gl 3.0. Ito P.O. 1 245 Penton, Wads -- - ---- - pc :': ';'''. DRAINAGE AND MAINTENANCE AGREEMENT k, THIS AGREEMENT made and entered into this • 1 day of 1410.01 01 , 1984, by and between THOMAS F. MCMAHON, Personal Representative 'of the Estate of John C. Edwards and the Estate of Anna G. McMahon, Deceased, and Rainier Sand and Gravel, Inc., a Washington corporation, (hereinafter referred to collectively as "Grantor"), and THE CITY OF RENTON, a menicipal corporation, (hereinafter referred to as' "Grantee") . W I T N E S S E T H: WHEREAS, Grantor is the owner of certain real property in the City of Renton, and more particularly described herein, upon which is located a temporary storm drainage system for the purpose of draining surface water from surrounding property; and • WHEREAS, The City of Renton is desirous of obtaining a right of entry onto Grantor's property for the purpose of maintaining, operating, repairing and replacing said drainage system; and WHEREAS, Grantor is willing to grant the City of Renton a right of entry upon the terms and conditions hereinafter set forth. NOW, 'THEREFORE, in consideration of the mutual covenants • and agreements herein contained, the parties agree as follows: 1. Grantor, bythis agreement, does hereby grant to Grantee a right of access over, through, across and upon the real property hereinafter described, for the purpose of maintaining, operating, repairing, altering, replacing, or reconstructing an existing storm drainage system with all necessary appurtenances. Said property is located in the City • 1 • • • r. r', • it . of Renton, King County, Washington, and is more Particularly described as follows: A parcel of Land situate in the $W 1/4 of Section 16, 1_CC) k o 0b Township 23 N, Range 5 E, more particularly described S 4- as follows: The S. 150.00' of the NE 1/4 of the SW 1/4 of Section 16, LsoLAA't.C� o� Li (S) Township 23 N, Range 5 E, W.M. , King County, Washington. R1eq,� � � Sr, �,(� 'qbthe S 150.00' of the E 440.00' of Govern- Lot. 44d a� 1 Iv.. tR TOGETHERnLt 1, S RangeW.M. , �`'l m..nt Lot 1, Section 16, Township23 N, 5 E, R��L� ya,.S King County, Washington. '"�" TOGETHER with the N 70.00' of the E 440.00' of Govern- L•caC.Ad or\ L.1tigl.+2,-ty Tent Lot 2, Section 16, Township 23 N, Range 5 E, W.M• , 9‘t1L ,L Lfl.S d^J King' County, Washington, less SR-169. fal TOGETHER with the east 350.00 feet of the west S50.00 1..x5Lp On �,te AmAR , feet of the north 30 feet 'of the SW 1/4 of the SE 1/4 i11s, sk. �A(�-Cl of Section 16, Township 23 N. Range 5 E, Willamette LA PLAN / Yn��'r,p Meridian, King County, Washington. 2. . In consideration for the right of access herein NcLOLI ` 3 Ta'c.t Q granted, Grantee agrees, at its own cost and expense, to opdrate, maintain, repair, alter, replace and reconstruct the said storm drainage system, and do all things necessary to keep said drainage system open and properly functioning at all times. This includes, without limitation, the cleaning • of the drainage ditch, the maintenance of pipes and cdlverts, and removal of silt from the ditch and siltation ponds as may be reasonably required from time to time. 3. Grantee shall have the right, without prior institution of any suit or proceedings at law, at such times as may be necessary, to enter upon said property for the pur- pose of operating, maintaining, repairing, altering, replacing or reconstructing said storm drainage system or making any connections' therewith, without incurring any legal obligation or liability on account of such entry, provided, however, that such entry and all work performed pursuant to this agreement shall be accomplished in a workmanlike manner, and in a way which will not disturb, damage or destroy the improvements on . the property. In the event any of the improvements are disturbed, damaged or destroyed, Grantee agrees to immediately G.:TF t cm 1 ,1 ;j 1.4 F- rt • restore the same to the condition such improvements were in prior to Grantee's entry upon the property. 4. Grantee shall provide reasonable notice to Grantor prior to entering the property or performing work thereon. Grantee agrees to keep the property free of liens or encumbrances arising out of any of the work performed on the property pursuant to this agreement. Grantee further agrees to • indemnify and hold harmless Grantor from and against any and all liability, claims, demands, actions or causes of action whatsoever, for personal injury, property damage or otherwise, arising out of or in any way relating to any of the work performed by Grantee pursuant to this agreement. ,. 5. Grantor shall retain the right to use the surface of the drainage ditch, so long as said use does not interfere with storm drainage and so long as no permanent buildings or structures are erected on or over said drainage ditch. 6. Grantor and Grantee acknowledge that the existing drainage system located on Grantor's property is a temporary system which may be substantially altered or eliminated entirely at such time as the subject property is developed. Nothing herein contained shall be construed nor is intended to be construed as in any way preventing or precluding Grantor from developing the subject property, provided the existing drainage system is maintained, a suitable replacement drainage system is constructed, or surface water drainage is otherwise adequately provided for in a manner consistent with applicable state and local laws and ordinances. 7. This agreement shall be binding upon and the benefits thereof shall inure to the parties, their heirs, successors, • assigns and personal representatives. • ' v" ji. . • IN WITNESS WHEREOF, the parties hereto have set their hands the day and year first above written. GRANTOR, ESTATE OF JOHN C. EDWARDS Thomas F. raeMa on, Administrator • ESTATE OF ANNA G. MoMAHON Thomas F. McMahon, Executor RAINIER SAND AND GRAVEL, INC. • • Its President GRANTEE: THE CITY OF RENTON • y" • STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this c,47 day of L2 7l , 1904, before me personally appeared THOWFF. bicMAH011, to me known to be the individual described in and who executed the. within'and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal the day and year first above written. NOTARY P b'LTC.Jeti aid for the tatv� of Washingtoni residing at f 'ew STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this .649 day of (.�,y� _ , before me, the • undersigned, a Notary Public Yn and for the State of Washington, duly commissioned and sworn, personally appeared . THOMAS_ F, McMAHOV. , . and to me Inown to be 4 • • .66 • • ` yi : ffl(i'zi • • • • • • • • • A • • • the President and , respecttively, ' of RAINIER SAND AND GRAVEL, INC. , the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of • said corporation; for the uses and purposes therein mentioned, and on oath stated that hL {� authorized to execute the said • instrument and that the seal affixed is the corporate seal of said corporation. • • WITNESS my hand and official seal hereto affixed the day ' and year first above written. , / e � _.tl /QTARY PUTLIt, m ark for the, ate of Washington', residing at 4 .0,1114' 4'..' • i 1 1 L-7.2 - i,7 11 • r • -..• . •_.- -.• . r---*--1 . i C • -1 al ,:- - c..) ,------3 r. : 1:4 „. .._, (1)}12 / ....-._,..i . • i 1.. .:- •v • c2 5- i ! q_ ....d.- .1*1 - •V) , 1••••, t..., 171 • ‘1 )4i • • ,,..1 .. 1 "41 91 fr. ... V. • . I 1 • 33 i• CO 1 t ' . ir.-01\t' 4.--) •• . i 41- •:49 Ic AS° I.3 0.D• Cf)'- • .,,i,...e;..„. '1.- --...........- .... •.:----- ........--- ..., . • It 0 ,1_. /5/ie. Q. - 4r0.9c .-- 3 • 1 , ____ a ______._ •>,%/7 !/ —1..- i ---1 1• . • It P.:r--vb S`.ti.3. •''.,..-'.. . . _.---- r.•._- -- -r .....„,/7. 1- --- — ------E ----r---1.-- ---._. . 1326.66 1 I-1 ---f---- 1-------— .9 , LI•Ot.',....7 Cif„.,Zoi-33....../.... ‘ •:',./9%,"7,0........ ,.3• a I :"Elli- , . . . '41 kr' • - . a 4,3 . •,', li 4 0 / u • • 2 0 I • l; ‘10 t• ,P, ...e;....: x t'l 41 • ... 1(4. •: .3 t - •.1.; d g 1 S 2) C. ot clz:"...-••• /1/ •• k: 4. , 4; 030 -;, . P --tt,••>. - 36, ..5. 6. ..7 it ,/.A\::"1 :. eia S. . t. • I -2. 43'. i• ••• / - Q7F--------\\ • . P./..% 1 i --------..„..-p.. cs• i; a.5 t• . „..,re.........."- 9... • 'tr ..3-.S.X.414 ....".............„... % ---_,-.. t iz k •••• r.. • Q.D6 ..... ..1.. 49 4 ....1- ''',.....,...‘4.4. ' #• ,c:. 4.43 .oe , c/,--y a,- cry rai;i\- ....• kr. a r. • , •P 0055' Y ••-f Z.G...- '-f Sea ...."'• s(C., ...\.......... .. •• • • • • • 0 • :i 0 • ., ( • � \ ;i •. t; •'; — .7 • ."i'•:;' RECEIVZDTRIS DAY i, • Jaa2l 10ss01fip • ' Return Address: • e1'{ ` i OY Tli:: :7 iON OF • ;;;•.. 1 City Clerk's Office 1 RECOR:,;,i F_ECTIOHS i City of Renton nlhC CO(;)iTY 200 Mill Avenue South I Renton WA 9805 5-21 89 :t.;;`.p t : '`' Please print or type informauon • I. i ` Document Titic(t): . • Sewer Easement and Agreement PSI /;":;; crj. Reference Number(s)of Documents assigned or released: v. (an page ef document(s)I 1 P N/A ' Grantor(s)r!�•:rI L` r()(Last name first•then first name and initials): CI VI. 1. La Pianta Limited Partnership M.: 2. .•,1 3. 4. 0 Additional names Co page of document Grantee(s)(last name first.urea first name aria initials): 2. City of Renton ' " 4. 0 Additional names on edge of document 8 • lj,;.;; P Legal Description(abbrn•m:e.1: i.e.lot,block plat or section.lounslup,rang:): •'!V.i ' N1/2, 16, Township 23 North, Range 5 East, W.H. • 1'i: gg • ;;i-iy .;1. Exhibit 0 1-3 Exhibit 1-6 • t'• %; 0 Additional legal is on page of down:at tlf. . Y Assessor's Property fax Pat-eeVAeteudt Number: • O ..' 162305-9007; 162305-9009; 162305-9010; 162305-9027; 162205-9131; 5 162305-9061 1 , ',1 *r;;. 8 El Additional legal is onpsge_ofdacum;tit I "(• ' m The AuditorlRecordcr wall rely an the infarmaton provided on the form. The smell will not read the document to I d, verify the scummy or complete ss of the indexing information provided herein. I ; '. ;i i:fir' .�' P 1 I'aj; f'+:7? 'i: X 55 [ tic:';': ��. yL�,r'Yftrlh, �.� `'1���{�Jliri N ar,<4s'., ,t'• -+ill`,'✓!•. ..f v[•Av a;., �:a + ,t'i I)'. #r lfS.II,I.�i 1, r�•�� )F•, ��,�lay lh�'' rf'i `J [��) y •i ,u'1 L!, t ,I 7 \ !, 1, 1. ��:$C": �'lyt;y Yrr yiu!•li'4 II lrl ,n t„;:i'1 K••,m .1 1, k;11{ r ♦` . (li t e r•;,•;;,,'• ,.,'l .lei', I � � a ,,uf v� ,�i 4:•i :41f 1}yt,Al,(yl,f'l�'.•1,, }� ,•.,,.,,`., ,'r 7•t'S f,1•,i, ,��,.• --... " !._ I t. .J!... ,.% Il..S � .i .1 „r� SJ;,.1(S•, i f:�p.: 1.:0 L•1.1� r.,tK1 , r+i: ,Las r •)r), ..}�.„r.:. ;,� .lrT:+i•t'' .ni:;1�Y.:�,�}, y11%�:%1":�'.1 v�:1:•:. —_ _ass___ _ -- — .'"--':..:ramMan,.,• -.. ',j; C) -y 0 , • I`: • '"',:.- 0 r.! - :; •\ ' i j i In I l ::Fi.Y i . F- i . ..,-,;:, ... -. ...k,, • ^ •, 11, ''.::'•) RECEIVED THIS DAY :::, i Recording Requested By And t ! When Recorded Mail to: Name CITY OF RENTO?t- , ^t,,i- Jan 31 10 95 All 'g7 .4.,5 Address 7.00 Mill Av'EN.'E Berth in ti;.'tty;. City and State RENToN:WASHINGrCy 9AO5 " '''.ES' '•TIONS -e = rn .:,••.•i: :`Fiat ' ^Oi,.'�;:INC cr.01i i�Y .. m rn ;i. al p.i3O..i r '1 (• SEWER EASEMENT AND AGREEMENT ra-'" • Grantor: La Pianta Limited Partnership',a Washington limited partnership Grantee: The City of Renton.a Washington municipal corporation fi';.'; Legal Description (abbreviated): W'h, 516, Township 23 North, Range 5 East, W.M. Full legal C) description of area benefited by Easement and Agreement is sec forth on EXHIBIT A(consisting of 6 •;•: '� pages, 1-6). Full legal description of Easement Area is set forth on EXHIBIT B(consisting of 3 pages, :': N 1-3). "'( Assessor's Tax Parcel IV!:Parcels burdened by easement arc 162305-9007;162305.9009;162305-9010: • • :,0'' c'I 162305-9027; 162305-9131;and 162305-9061. •'' •" THIS SEWER EASEMENT AND AGREEMENT is made and entered into this 9th day of ' :,,,': December, 1996. by aria between LA PIANTA LIMITED PARTNERSHIP, a Washington limited I j•`•:,: t partnership("Grantor')and THE CITY OF P.ENTON,a Washington municipal corporation('Grantee'), . ••` '•' for the purpose hereunder specifically set forth. • ;. I WHEREAS,Grantor hereunder is theewne;of certain real property located in the City of Renton,King ,i' County,Washington,and described en EXHIBIT'A'attached hereto and incorporated herein by this reference (the 'Property'). For purposes of this Easement and Agreement, the Property includes the »;,: . Easement Area(as that term is defined hereinl;and •sp.:t" WHEREAS.Grantee desires an easement for a sanitary sewer line across the Property at a location more .0.1.p s specifically described in EXHIBIT'13' attached hereto and incorporated herein bythis reference(the • .,.,. P • Y rp "Easement Area')in order to operate.maintain and repair the portion of an existing sanitary sewer line • I as described on the as-built plans attached hereto and incorporated herein by this reference as EXHIBIT • "� "C' (the'East Renton Interceptor')which is located the Property;and 1 1'..`•.;: + NOW THEREFORE,in consideration of mutual benefits,the sufficiency and receipt of which is hereby '`'`'' acknowledged,and in consideration of the performance of Grantee of the covenants,terms and conditions 1 i;,, 1 S''t•:• hereinafter set forth, Grantor hereby conveys and quitclaims to Grantee a nonexclusive, perpetual y' .. easement over,across,along,in,upon and under the Easement.Area.according to the tenrs,conditions y.'. i! and covenants of this Sewer Easement and Agreement ('Easement and Agreement'), which Grantee •./'.. 0 .. hereby promises to faithfully and fully observe and perform. • I® ;.i. . SEWER EASEMENT AND AGREEMENT Crude': Le P,mu Limitcd Puteen!up ''' Pere I of 8 Grantee: City of Renton '.73„ Fi;SP4276 fill/f 7/97 .0D ' " 1�•ll• v .ex rL;�A't....•`'F��{r.1rj1E ..,.`t:r.eJ,v^,1,Yt;:)+',4;ti7,7 r t , ,. '';.t;S 1. +1. �' / .L.,.y. '1c+�li. (,.� i1U' ti7: .rt t::ai y .r't..'iF= ) ,fit '"•a,. t', :u11 :';.7:,i. tJ d .�A�ri4: N• ,nti,x„'' .,;r:c„i;,l:rr ir,:;,:-.)r�i1:a�h • '''� II r/ •4 .1 art•...r tit.,:., 1 ?,, a..ei.,X• ri.; 1`,:ir_Y..:� ..-.._. J.'II +i:;ed,,; ..;'r.!. ;a:).: .. :t .,tr:�� tf . r��c:..,�'e,.�1;P a::.'. Ott,.: ._..._.__._.____.-....-.._ �y 'i1. '+,�• >I:�•"'il.•',t:h':.!'1,' .t. .'1'.'l:y.:::.q,.. r+ . ._.... ...:C.~ram...,...+. ...��,.'.�.'r._ "�—•--- i,;�;4 . It .. O s. ,l'J;, ' 0 ,1i`;�iyil`�,yti".`,� t•� i i � nl�•1- i J 1, .`.% qi' .lid,• • \ !t i'(�. V.. . )i !' • • III " • i,•.1: t ;.;,,, 1. Purptse. The purpose of this Easement and Agreement shall be for Grantee's use,Operation, r,1.:r � ,, maintenance,removal,repair and replacement of a sanitary sewer line not to exceed in size the sanitary sewer line originally constructed and existing within the Easement Area as of the date hereof,as more ^i:%;'i I specifically described in the as-built plans attached hereto and incorporated herein by this reference as t EXHIBIT'C',and necessary appurtenances thereto(herein the'Improvements"). ':ti'•:; 1 2. Access. Grantee shall have the right of access over and across the Easement Area to enable ? .; Grantee to exercise its rights and fulfill its obligations hereunder. Grantee shall compensate Grantor for F.,::,, any damages to the Property,p rty,and/or to any improvements within and to the Property and any property is.i; located thereon,resulting from or arising out of the exercise of Grantee's rights and/or fulfillment of r,.:,,' c Grantee's obligations hereunder. The Grantee shall design,construct,maintain and use the Improvements e' in such fashion as to permit reasonable and continuous access throughout the Property in all directions. - - 1 •;'',''' i and in such fashion as to accommodate and support vehicular travel over and across the Easement Area. • .,::i,i including travel by heavy equipment. Grantee shall at all times keep the Property free and clear of all kobstructions and equipment. if requested by Grantor,Grantee shall make provisions for continued access ' ';�,f:i by Grantor throughout the Property during Grantee's exercise of its rights and/art fulfillment of its ','., . v-I obligations hereunder. . M ? 3. Compliance with Laws and Rules. Grantee shall at its sole cost and expense,install,construct, .'•..:. v l operate,maintain,remove,repair,replace and use the Improvements,and shall exercise any and all rights w (N and fulfill any and all obligations hereunder,in accordance with the requirements of all applicable federal. %i , state, and local laws, rules and regulations, including but not limited to, the orders, rules and/or • is cl regulations of any public authority having jurisdiction. Grantee shall ensure that all work is performed in strict compliance with the plans and specifications approved for same, and in as safe a manner as is l'`'�` possible,and otherwise in accordance with safety and other guidelines and directives provided by the ''', Washington State Department of Labor and Industries and by any other governmental entities authorized to enact safety guidelines relating to the work to be performed hereunder. Grantee expressly covenants -s.' and agrees that no liens of mechanics, materialmen, laborers, architects, artisans, contractors. subcontractors or any other lien of any kind whatsoever shall be created against or imposed upon the , ' Property resulting from or arising out of the exercise of Grantee's rights and/or fulfillment of Grantee's '•tc'r, a obligations hereunder. It is understood and agreed that the event any such lien is recorded,Grantee shall :"•: ;' t have a reasonable time not to exceed thirty(30)days following Grantee's knowledge of said lien,'to have r!�( '+ I said lien released of record at Grantee's sole cost and expense. • t,`:;,.. 4. Grantor's Use of the Easement Area. Grantee's rights herein shall at all times be subordinate ; ,f�, 1 to such rights of Grantor as arc necessary to preserve and maintain the capabilities of Grantor's Property ,1.: ai to be used for any legal purposes,and nothing herein contained shall prevent or preclude Grantor from '''j'i undertaking construction,installation and use of any improvements within and to the Property. Grantor '.'-;=: reserves all rights with respect to the Property,including but not limited to the right to grant leases. I. j easements,licenses and permits to others subject to the rights specifically granted herein. Grantor shall ,.•'. not be liable to Grantee or to Grantee's employees, a ents,or to anyother partybenefitingfrom the ;t;;;•, �' B 1;;�:'1 Improvements, for loss or injury resulting front or arising out of any damage or destruction of the .,r, s Improvements directly or indirectly caused by the use of the Property. As partial consideration for 5,,:'a ti Grantor's execution of this Easement and Agreement,Grantee represents and warrants that:(a)the East '";•..,. Renton Interceptor is designed and sized to accommodate at a minimum the needs of the Property;(h) i; : 0 ss' '. E Grantee will take no action which will interfere with Grantor's use or right of use of the East Renton ,t;'`] :i ' Interceptor to serve the Property and developnsent thereof;(c)the Property shall be and is benefited by lEN I 1t••••• SEWER EASEMENT AND AGREEMENT it �;:;; Grantor. La Pinnu Limited Panneral,ip ., :(• Pate 2 of 8 Grantee: City of Renton J": t•l'',,, ,f'•'v P ,v.,1,.*iv.p.vi bpi\\,�;p•'i,'M'lwi ,mil lµl'ipte,viI;� i;0.4 r• I ai.n c ) *e t, L t�1`�Sd� � l,1 rt^,t I;'i,ly,;f.•}q?'f�li 1"•';+:,�ly+Tt sf, `. 1 ,., .., : f):}!'v haf v t:'(1 tiff'.e 3 f 1 f.` 1 .,, .. e :4vJF`41,A," tn..,t„1 { , !.? t�,�.�1,1itlV. !il �,�' lr.�i�rtf...�1i.I.i t r•~ iG} ...noes.pep ?,., • , • '�-4.4' 1: 't s: p,t t ' ! r.•,•c. ........ -.. ');,, j. 4,f,. A.11.30. ,.A,A 1et:rego. ,.,`.)....,S,,,A,... ..n.-,..4 l...,.•t' f.•rf:`Yt7i:'il: n•.y;'.T;•; ' ' • .I• , 0 rq T.':1�;� r;t�;' ,1 p;,;ry ; • . I: ' ,;, i ' ?a:j;., ; '3iill,i ' • • \ • • • 1'. I:'•i' the nght to make up to and including four hundred(400)connections to the East Renton Interceptor it(r;• ai within the Property without obligation to pay the fee established for the Special Assessment District for `t;:'i• the East Renton interceptor('SAD Fee')or assessment for any such connection,irrespective of the date „N • upon which such connections is made. Notwithstanding the foregoing,the System Development Charges. po;.F !1 as defined by the City of Renton on the date of execution of this Easement and Agreement('SDC ;`1: i Charges')(if any)related to making such connections shall apply. �• •i•wv., 5. Required Prior Notice and Approval of Plans and Specifications. Prior to any installation. !°°: r alteration,replacement or removal of the Improvements or any other major activity by Grantee on the <?: );, Property, Grantee shall give Grantor written notice thereof together with preliminary plans and specifications for the same at least six(6)months prior to the scheduled commencement of such activity. :• Grantor shall have the right to require that such plans and specifications be modified,revised or otherwise- . l'r'r: changed to the extent that the final plans and specifications therefor shall include provisions for the ' • ,'.' ' protection of the Property and any improvements thereon,the prevention of hazardous conditions,and '` 4 'minimum interruption of Grantor's rights with respect to the Property. No such activity shall be +.n•r': commenced without Grantor'sprior written approval,of theplans and specifications therefor and all H PP P m changesamendmentsthereto,which• or approval shall not be unreasonably withheld. In the event of any r.4 emergency requiring immediate action by Grantee for protection of the Improvements,other property. ':i.•..i • t4 or persons however,Grantee may take such action upon such notice to Grantor as is reasonable under ..E:::':1; J the circumstances. Notwithstanding the foregoing,nothing herein shall be deemed to impose any duty ',:;-''•: ' i% or obligation on Grantor to determine the adequacy or sufficiency of Grantee's plans and specifications, 't,:;'" CI or to ascertain whether Grantee's construction is in conformance with the plans and specifications `;1:t; approved by Grantor. Further,irrespective of Grantor's anions under this Section,Grantor does not and ,.. will not make any covenant or warranty, express or implied, that any such plans or specifications • ';, } submitted by Grantee are accurate. complete or in any way suited for their intended purpose, or in '':.':' + compliance with this Easement and Agreement. Further, Grantee shall indemnify and hold Grantor ...% r harmless from any liability,claim orsuir,including attorneys'fees,arising from any injury,damage,cost or loss sustained by persons or property as a result of any defect in design,materials or workmanship. 6. ,Ls-Built Survey. in the event any portion of the East Renton Interceptor located on the Property :C ' is modified,then upon Grantor's request,Grantee shall prompuy provide Grantor with as-built drawings and an as-built survey snowing the location and elevations of such modified portion of the Improvements ;, ;; j on the Property. • '! 7. Grantee's Use and Activities. Grantee shall exercise its rights under this Easement and 'i;f ,; Agreement so as to minimize and avoid,insofar as possible,interference with the use of the Property and . shall at all times conduct its activities on the Easement Area so as not to interfere with.obstruct or • , endanger operations or facilities on the Property. Grantee shall exercise its rights and perform its f': obligations nereunder on the Property in such manner as may be communicated to Grantee by Grantor t' for the purpose of protecting the Property and any improvements thereon, preventing hazardous rs L,:•, �•t: conditions and minimizing interruption of Grantor's rights with respect to the Property. I• i ~i r''; 8. Environmentat Conditions;Hazardous Substances. �`•;.; a. Grantee shall not keep, use,dispose of, release,transport,generate and/or sell on or about :s;y the P;potty=ay sebetene:now e7 hereafter defined or designated as a hazardous waste,a hazardous :• substance,a toxic substance,pollutant or contaminant,under any federal,state,or focal law,regulations, l® • SEWER EASEMENT AND AGREEMENT Croruor. La Pi MU Limited Pannentup '•i:'r: Pare 3 of s Grantee: City of Renton ti' •(1�1, • ; �'•' 7ie�.-t�/l'ti�/�f{S�:i ly,•�+�f1d'�.l•�,:IZt:I0:iy i. )fly'/.�t1✓i.'.•:•l�i:i�f:;--',lit1y:,:i'.:l aj�%1N t P'n .e. >t i` +y.. y.::'+'t,r 1 a:.7Fir.1•. �,•. t�1'•' ti•n'.:•1•.�•:.,ri•'�....t..:)a ,v, 1 •, t t w wPr, :12'si's' 0, ,!. 't..:;a,t.5 f:9:1,:5fi .l;I itt,f� �: „': J _.. s i ''r•s1.r�,. �'� �•Ni.r,.,�.:,.,,•. ..1.Clts;;:,4•r,t.!-':', Ii;.wtr;l __ ._.._ � _ • • :;�„i • • ` 0 nit "i ,'[rIV I-717 r'_ - -- • : ;: . •.;f 1 i. (;; ;t: statute or ordinance (referred to in ;his document as 'Hazardous Substances') in violation of any ' '' environmentally related federal.state or local law, regulation.statute or ordinance. • •i b. Grantee shall comply with ail federal,state and local laws,regulations.statutes and ordinances e'.•-•! concerning Hazardous Substances. Grantee shall promptly upon discovery,notifyanyspill P P Y P Grantor of -0.......• or release of any such soul or release of Hazardous Substances which is required to be reported to any `` : federal,sure,or local regulatory agency. Grantee shall promptly notify Grantor of:fit..—!• S' • .i.:.!,!**;.; • ( i. Any failure of Grantee to comply with any federal, state or local law, regulation or • i ordinance as row enacted or as subseeuently enacted or amended,which failure relates to the Property i ?;t'; ,• or this Easement and Agreement; • h • r , ii. All inspections of the Property by any regulatory entity concerning any failure by Grantee • . :•: 4.4 as described in Section g.b.i above; • ;.:i. .• ri sr ...It 'r••< ..' ..4 iii. Any regulatory orders or fines imposed upon,applicable to,or levied against Grantee ' i73 respecting Grantee's use,disposal,release,transport,generation or selling of Hazardous Substances in ' 4"4 connection with Grantee's exercise of its rights and/or fulfillment of its obligations hereunder; N i :.•''t;% iv. All response or interim clean-up actions taken by or proposed to be taken by any I !• 03 governmental entity or,private parry (including Grantee)relating to Grantee's use, disposal, release, d .,-,.• 3. transport,generation or selling of Hazardous Substances in connection with Grantee's exercise of its ": rights andlor fulfillment of its obligations hereunder;and S'? • v. Any negotiations with any regulatory entity for a consent decree or order unaer any I •.'r authority for or concerning any plans for remedial action at the Property. Grantee shall notify Grantor of any order issued to Grantee by any:turd party concerning Hazardous Substances a:the Property. • i 9. Coordination of Activities. Grantee shall give at least thirty(30)days advance written notice of the proposed dates of its construction.repair and maintenance activities on the Property. Grantee shall '' cnoperate in the revision of such dates and/or the coordination of its activities with those of Grantor's if • `:• 'l deemed necessary by Grantor to minimize conflicts,ensure protection of each parry's improvements and '�:';:^° facilities,prevent hazardous conditions,or minimize interruption of Grantor's rights with respect to the =r.1,j ti Property. Provided,however,that in tee event of an emergency requiring immediate action by Grantee , s: for the protection of the Improvements,other property,or persons,Grantee may take such action upon "' ti' such notice to Grantor as is reasonable under the circumstances. t,i Lt. 10. Work Standards. All work performed by Grantee on the Property shall be performed in full .;'!•'?' •`' compliance with the provisions of this Easement and Agreement. Upon completion of such work Grantee ;':;,, shall remove all debris and restore the ground surface and any improvements to the Property including . :• r but not limited to asphalt pavement and landscaping,as nearly as possible to the condition in which it was at the commencement of such work,and shall replace any property corner monuments which were };.: ' y; disturbed or destroyed during Grantee's work. Grantee shall pay to Grantor all of Grantor's costs �'.':• necessary to reestablish such disturbed or destroyed survey references and hubs established by Grantor 1" �•.,•l:i in conjunction with any survey on the Property. :;: :1. � V ,r`t ' • SEWER EASEMENT AND AGREEMENT G.�niar. La Fianu L:rru w:cd P .cnhio x '•• Pig.4 of 8 Grence: C::•v or Rcnnn tic ' .• .. w ..'s:,i't. i.:i •l .i :p' jkltt.I.Y.O ,?iht''th:.. G:,':...,2. .elrr 1.:1.: r?Pl..' i F' ' t,,t, :,„,�twyo� .."5.44.:., l;i0 . t,t:rr'•;•e..,1 �.�i�a;t:ct...;. 'Ai:•.;,:•••3f� .-jr,t+'..\ •'f7 i ! ,.:{i.. ,..A 41;y•1:Vi r!c:, „'.5� 't":i%tar:is iff e.:, rn' .,v,:'i •L!;, ,' ._._. ••,�, �.1�11 '+r.:�:.;1.H,A.. ....�/..1�J.Y.0 tljh:_y^t�r tiY"'•,'�:/`Y..a :f:•l (.:.':,��1.�r.;��j iw.}l''1:ii:.�hLi:� �... .�... .ter -. • . 17. • ; - ' i.v« ;.•',' 11. Change,and Repairs to Grantor's Fadlitles. Grantee shall promptly pay to Grantor all costs i and expenses of any relocation,alteration,restoration and other changes or repairs to improvements and • `• 1 facilities on Use Property which Grantor shall reasonably deem necessary by reason of the construction, 1.i use and maintenance of the Improvements or outer activities of Grantee on the Property. If Grantor so '` '' requests,::..:. Grantee shall provide assurance of pay ment satisfactory to Grantor prior to commencement of r =1 such work. Such work shall be accomplished at Grantor's direction,subject to the availability of labor ' .`;s. I and materials. 'Costs and expenses'shall include but not be limited to.all direct or assignable costs of • :•'`,`; materials, labor and services including overhead, in accordance with charges for transportation of • • ;',.'5i workers,material,and equipment,storage expense of material and rental of equipment, r ,•,• •'i, 12. Insptxtors. Grantor may appoint one or mare Grantor representatives who shall serve as :\::,: inspectors to oversee all work to be performed by Grantee oa the Property. Grantee shall not perform r I any work unless it has given such notice to Grantor as may be reasonable its the circumstances so as to • `i i'`l'' • allow for the presence of such inspector or inspectors. Grantee and Grantee's contractors shall promptly •is i'.:! cc P P Y .,,. H and fully comply with all orders and directions of Grantor's inspectors, including but not limited to • ;•,: l cessation of work, and Grantee's construction contracts shall so provide. Grantee shall promptly pay O Grantor's charge for such inspectors. i.; vt • 13. Termination for Breath. In the event Grantee breaches or falls to perform or observe any of • i,• the terms and conditions herein, and fails to cure such breath or default within twenty(20)days of • • C) Grantor's giving Grantee written notice thereof,or within such other period of time as may be reasonable • under the circumstances.Grantor may terminate Grantee's rights under this Easement and Agreement in I • ..,..•;o addition to and not in limitation of any other remedy of Grantor at law or in equity. Grantor's failure ;•;7 to exercise such right at any time shall not waive Grantor's right to terminate for any future breath or t • %; il default. r . . ' '•p'!• ; 14. Termination fur.Cessotlon of Use. The rights herein granted shall continue until such time as 'i� I Grantee ceases to use the Easement Area for a period of two(2)successive years,in which event this '!.;•, easement shall terminate and have no further force and effect,provided however,in such event Grantee !:" '•• 0 shall not be released or deemed released from any liability or obligation with respect to any matter r occurring prior to such termination,nor shall such termination release Grantee from its obligation and • ' � liability to remove the Improvements from the Easement Area and restore the ground upon Grantor's •tl•s. . request under Section l5 hereof. �• t; 1S. Removal of Improvements on Termination. Upon any termination of this Easement and Agreement,Grantee shall upohs Grantor's request,promptly remove the Improvements from the Easement 'e' Area and restore the ground to the condition exerting prior to the removal of such Improvements,or.in ;` ;:� the alternative,take such other mutually agreeable measures to minimize the impact of the Improvements on the Property. Such work,removal and restoration shall be done at the sole'cost and expense of • ; Grantee and in a manner satisfactory to Grantor. In case of failure of Grantee to so remove the :.:,•, Improvements, restore the groucd or take such other mutually agreeable measures,Grantor may,after ;2:;.;t reasonable notice to Grantee,accomplish the same,all at Grantee's sole cost and expense and without ;t.;;': • liability to Grantor. t•.::_! 16. Third Party Rights. Grantor reserves all rights withrespect to the he Property including but not 0 :,°l;; rj,;,' limited to the right to crane leases, easements, licenses and permits to others subject to the rights t ':'r:. ' • specifically granted in this Easement and Agreement. = amor SEWER EASEMENT AND AGREEMENT Grvaor La Kota Limited Perxnlup • `• Pita S of a Geriee: City of Hewn • i00';,J: (; )''•.i...... . .a`.. _.___,t.r.I,•'t• � ' ..q'•Fyn «tq• .•L, ;ni�..'iit.1.'v.i..0r)i: •;1}t r;i•: 1" I..;'i/ :•r'/j 4 �� tyC/ 4.110)�CSIt 4'1,6Slei%Akiltti"1$y' 1.'r;: C•t' ;'. '1ti,iN ht%.� '� J.‘ . lfh•.: a7 �t013)wi.i ql:?a'.Sr.r;A . :lit1^ %:Vii i(fi~ l.y 5 � ..::.r� ,1.d:5:'fAV " "y•,ir j . n,., 0 L�ti :'e :r: • • ,)• • i1..:' • • :' 17. Grantee's Agreement and Indemnity. By executing this Easement and Agreement,Grantee :!!;:.:.:.1....: does hereby: (a) agree to all provisions contained in this instrument and(b) release, indemnify and 5fC promise to defend and save harmless Grtmor and the Property from and aliability,�,;• against any and all loss, • • i • cost, damage, expense. actions and claims, costs (including fees of consultants and experts), and • • ••:•t'- reasonable attorneys'fees suffered or insured by Grantor or the Property,to the extent of the negligence '' of Grantee and Grantee's servants,ageats,employees and contractors,resulting from or arising out of `;:, the exercise of Grantee's rights and/or fulfillment of Grantee's obligations hereunder. Grantee shall not ?;;i be required to indemnify Grantor against liability for any portion of the damages(if any)caused by or • :tS; t. resulting from the negligence of Grantor. • • ;;r; ', 18. True]and Assessments. Grantee shall promptly pay or reimburse Grantor for any taxes and/or 1 .1., i assessments levied 33 a result of this Easement and Agreement or relating to the Improvements. _ • ;:•••• i 19. Title. The rights granted herein are subject to permits,leases,licenses and easements,if any, '': s heretofore granted by Grantor affecting the Property. Grantor does not warrant tide to the Property and t ^" shall not be liable for defects thereto or failure thereof. ''•'':. ) " 20. Notices. All notices under this Easement and Agreement shall bo in writing and delivered in + O • person or sent by registered or certified mail,postage prepaid,and addressed to Grantor and Grantee at • • the addresses hereinafter set forth or such other addresses as may from time to time be designated by • either party in writing and pursuant to this Section. Notices mailed as aforesaid shall be deemed given • `;I:• on the date*received as evidenced by the return receipt. . •k. •'c+ Grantor: Grantee: r• .71 LA PIANTA LIMITED PARTNERSHIP CITY OF RENTON ' ATTN: Ann J.Nichols ATTN: Utility Systems Diiector • a•' P.0.Box 88050 200 Mill Avenue South .: i; Tukwila.Washington 98138 Renton,Washington 98055 •::;, In 21. Assignment. Grantee shall not assign its rights hereunder. No assignment of the privileges and 1 benefits accruing to Grantee herein,and no assignment of the obligations or liabilities of Grantee herein, a whether by operation of law or otherwise,shall be valid without the prior written consent of Grantor. In the event of any assignment of the rights hereunder,the liability of Grantee and its assignees shall be �; r.': 1• joint and several. ''`y1 (: 22. Authorization. Grantee represents and warrants that the execution,delivery and performance ,::? of this Easement and Agreement have been duly authorized by all necessary persons. The person(s) ' tl L executing this instrument on behalf of Grantee further individually represent and warrant that each is duly ;;•, : authorized to execute and deliver this Easement and Agreement to Grantor on behalf of Grantee. Y 23. Successors'. The rights and obligations of the patties shall inure to the benefit of and be blr.ding upon their respective successors and assigns. 14 :`•` f 23. Survival of Grantee's Obligations. Any and all obligations of Grantee hereunder shall survive a. ® 1.1i: t any termination of this Easement and Agreement. • ••. SEWER EASEMENT AND AGREEMENT Gmmor. to Piuna Limited Pennenhip l.1: ' Pa e 6 of 5 ' r Grantee: City of Renton . 'trr" . ' -fir ,�.�rJ fi Vie;:(1" .. t<•�'.1 h!le skt'.m.v.1 1i``'N'^'C:: ?...ij: � 4. 'ci �, 5: �'i% ' r 5`a ke.;,.:•.. i..c t• ,.. .j .mot i,•,\ . +•y 4..-7.ra. / / l, Y.. '..+ .r {+:1;:. i. .• T , /.,:. c... • ; 'y:);a ` },nvt ih �!�?��'�. �Fb\iifl TI i�,r i;.t;ri.\. .;7:�.,ice `r::' � J 1�: c,; c ,ls.t}•.•:. �i, :!. ,,.ill"iitr .',�.�rv,.};''%ln..Ci::•'.r!,•...:r,_�`..".fir.:+. <!_�7c.- ..+ q'•t.. __ _ .1'� ,::1•�.'ili•i1::. .:11� ...---.-.....urn....-..._ ..�..�..•, 1W ..�..rr...�.•�r...�....r.w+r�- T7RRY1j, 3 • • r7:'t;e I a9UrstiM ' •• tr;i�`li r ` I a • i , 1,.i• A,:,: I •M \• a it 1 • 1 �;: I 1 r. 25. Relocation of Improvements. Grantor hereby reserves the right,at its election and at Its sole i cost and expense,subject to applicable regulations,to relocate the Improvements. Any such relocation • • :4'.: shall be subject to Grantee's prior review and approval. Grantee agrees to promptly review and approve '••:' any such relocation provided that the functionality of the proposed relocated improvements Ls equal to % the funaioaality of the Improvements immediately prior to such relocation. ,;- 26. Effective Date. This Easement and Agreement shall be effective when duly executed by the i parties and recorded In the office of the Records and Elections Division of King County,Washington. a - .;,• GRANTOR: GRANTEE: :, • • ':. LA PIANTA LIMITED PARTNERSHIP, THE CITY OF RENTON. • :-;I , v-i s Washington limited partnership a Washington municipal corporation .I • ': .::, (� By Metro Land Development,Inc. "1 • a Washington corporation, ! Its General Partner By: 1i*`�� ~' '=—�—T� ,I1.arl' ; H Insaaner J/ Title: Mayor l;�r•': •L. By: �.00:0' � it t) M.A.Segall .. `' ', (/r',t s ;,•;,, Title: President. Attest: ..�i/,.. •`..:' : • Marilyn Pit Title: City Clerk ; , l;.a; ;: is ,, ... '• • • • is G:I SEWER EASEMENT AND AGREEMENT Onmar. La Piwa limited PwanAip ';i+' .{I,1 Piao 7 0l a Onnm: City or Auuan "' .. ..nt , un, ,A. i( : • � ^ _.._ ....__. • •t,r::S!I: r• : •' .�%•N ��+lK Af :rlii ra 4iiJ J Pr'\4�•t'..:li:v rg0 1. *.i. IAIlt1: 1,4 JPh.• r 4 t.rs.P P.\:1,.I. irt• 7n,i� it;,� .,14rr „;1•j,ti,tarnr.�Sr.C�_r.,7,,1.�:7 I1.+4,liF`ti..:,...:1;GL !:Nr .,l.u.y ?, t. '.. ,.rd 1 1 ,, ..t it .i•'t:i1.. 1: � t _ yi� . �''_ ,n.,1: '.i:a•6• .f.aari.{ �.. .......... .r..�.............._. ...._ __ -•0 a i . ;; • • \. • • . • •`;;� STATE OF WASHINGTON ) 4.:.;! )ss. ,. COUNTY OF KING ) • `•' ' On this `'. day of�T.w•,.' 1996,before me,the undersigned,a Notary Public ' in and foe the State of Washington,duly commissioned and sworn,personally appeared M.A.Segale, t,. :• :a to me known to be the person who signed as President of Metro Land Development.Inc..the corporation V. acting as general partner of La Punta Limited Partnership, a Washington limited partnership, that • executed the within and foregoing instrument. and acknowledged said instrument to be the free and 't voluntary act and deed of Metro Land Development,Inc.as general partner,and of La Planta Limited .i;••••• Partnership,for the uses and purposes therein mentioned;and on oath stated that be was duly elected. •.• •.. qualified and acting as said officer or the corporation and that he was authorize to execute the said. . • t''% CO instrument on behalf of Metro Land Development,Inc.and that the seal affixed,if zny,is the corporate . '' • v-4 seal of the corporation,and that the corporation was authorized to execute said instrument on behalf of • rot t:,;. La Punta Limited Partnership. C IN,• nSS Sil1REOF I have herr' nto set my hand and official seal the dare first above written. G - n" ......, C't tit n •'" . tr.•0,,,torn E.,...•._iris -IS �1 . ••''1' ',v3TAR( Stgnaru eof ry \) c' _ ^r , CMe_c' e_ L. F�'ctl\Sv . 'V , r. N:` % Print or stamp name of Notary • • •'• -,t'• •��'del •'c Notary Public:for the�/State of Washington, r' i, , rj r residing at rd'- KQ.,r,,\A i •: • f,.:: ttIII OF',.�,ASt\\�_= tiiy appointment expires: ;Z..i 1519.9 :dr; i tttt,.,.....�.4 • �;:.': STATE OF WASHINGTON ) • r )ss. 1 COUNTY OF KING ) t I certify that I know or have satisfactory evidence that lease Tanner&;Msrilvn Peterson ,� are the persons who appeared before me,and said persons acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the idavor and •?t. i City Clerk,rmpectiveIy of Renton.a Washinnon municipal corporation to be the free and voluntary act of such corporation for the uses and purposes mentioned in the instrument. '• Dated:13 itiu ...e.o /997 ) ;r... "'r,•••'-• . Slgnanrre of Notary • ., ► : ' :0•..- R• , _ Lis/3 S TEP/-iENS vV.pb0l1O :i. .. ..rf:�o;��.'�•' Print or Stamp Name of Notary e 7 i ,� Notary Public in and for the State of Washington, ® ''' SFr' .. ',�'.• ec idizr C: celTnN •' tint " ' My commission expires /D-/y- A 7 SEWER EASEMENT AND AGREEMENT G•eIor. U Punta Luniled PMneniup No B or B Grantee: City or Renton :. l • l• y),I��. ti, .fYl .r�-—'- ,� �.t��;rri .e �•• tl�r1r y, � .r.ri. ..., a•�l•.p'.:r;..; 7 e • - i. • ,,,'r. l.,•�r�hr,0�i!L!0 4. t �,r,: i ri,' 1-::Y,1,t u"F�Ia\ r"rl.r'y;;;;.- 4 n�.l :% t:'.::.4� `i;:i:• "I::''• �..;J+=,:fT:1;;� .r��.yv `i . �;S:i:{�:,..,� i lc) Ut;Lr q�{,�,. 'i�.a •:,.r ,a!i ! .•.trr k'9:1 4.,.,. uNa .tN: •..`-k,44.� rr''t.:..t• :i.y.N;..>is ' J ..•.,.,�i:!L;tbi �.irrU ,ria:7; '=;;at Z2r:::+�lrr .. o;I;�:.... ^�0r1+. _._c.mtAtm.....r..,•..s...e..--• 1 . ',Ii i; ;•:'}', O • r • Ihi!; 1 \ • • ;. , to .,,;;: SEWER EASEMENT AND AGREEMENT 'r LEGAL DESCRIPTION OF THE PROPERTY ,'::" FOLLOWING LOT LINE ADJUSTMENT, RECORDED Am.23, 1996,IN HOOK 180 OF SURVEYS. ` AT PAGES 276,276A AND 276B.AT RECORDPIG No.9604239004 ' ® PARCEL 1: v1 cyl THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF _ • r "•: 94 SECTION 17, TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M., LYING SOUTH OF THE •r•'' CV SOUTHERLY LINE OF THE MORE SOUTHERLY STRIP OF LAND DEEDED TO THE CITY OF • 0 RENTON FOR STREET BY DEED RECORDED UNDER RECORDING NO.56114198.AND LYING ' EAST OF THE EAST LINE OF A STRIP OF LAND IN SAID SECTION 17,DEEDED TO PUGET ' SOUND POWER&LIGHT CO.BY DEED RECORDED UNDER RECORDING NO.2500774; { TOGETHER WITH THAT PORTION OF THE NORTHWEST AND SOUTHWEST QUARTERS OF • `. ' THE NORTHWEST QUARTER OF SECTION 16.TOWNSHIP 23 NORTH,RANGE 5 EAST.W.M., ••.;: MORE PARTICULARLY DESCRIBED AS FOLLOWS: :`;fl•;. COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SAID • SECTION 16; THENCE N 01° 05' 10' E ALONG THE WEST LINE OF SAID SECTION 16 A ;I DISTANCE OF 241.00 FEET TO THE TRUE POINT OF BEGINNING;THENCE CONTINUING N • 6t. 01° 05' 10' E ALONG SAID WEST LINE 1467.47 FEET TO A POINT ON THE MORE • '' SOUTHERLY LINE OF A STRIP OF LAND DEEDED TO THE CITY OF RENTON FOR STREET ;' • BY DEED RECORDED UNDER RECORDING NO.5684198;THENCE N 71° 30'26' E ALONG SAID SOUTH LINE A DISTANCE OF 16.51 FEET;THENCE S 18° 34'40" E A DISTANCE OF • 180.21 FEET:THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 400.00 FEET j, THROUGH A CENTRAL ANGLE OF 26°43'05'AN ARC DISTANCE OF 186.53 FEET:THENCE • s:: ':: S 08° 08'25' W A DISTANCE OF 102.77 FEET: THENCE ALONG A CURVE TO THE LEFT • HAVING A RADIUS OF 2500.00 FEET THROUGH A CENTRAL ANGLE OF 1 l°16'57'AN ARC ' '•'c'• DISTANCE OF 492.29 FEET;THENCE S 03°OS'32"E A DISTANCE OF 210.07 FEET:THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1000.00 FEET THROUGH A CENTRAL �'ii. ., ANGLE OF 03° 12' 08' AN ARC DISTANCE OF 55.89 FEET; THENCE S 06° 20' 40' E A 1 . . DISTANCE OF 168.87 FEET:THENCE ALONG A CURVE TO THE'RIGHT HAVING A RADIUS y: OF 300.00 FEET THROUGH A CENTRAL ANGLE OF 34°08'50'AN ARC DISTANCE OF 178.79 . FEET:THENCE S 27'48'10'W A DISTANCE OF 14.16 FEET TO A POINT ON THE WEST LINE ` OF AN EASEMENT GRANTED TO PUGET SOUND POWER&LIGHT CO.RECORDED UNDER '• RECORDING NO.2513101;THENCE N 06°20'40'W ALONG SAID WEST LINE 93.45 FEET; THENCE N 38°56'38'W A DISTANCE OF 66.81 FEET TO THE TRUE POINT OF BEGINNING. '''S •:, SITUATE IN THE CITY OF RENTON.COUNTY OF KING,STATE OF WASHINGTON. %. 1 • alr • ;',. • 5 on • `!':`• EXHIBIT'A'w SEWER EASEMENT AND AGREEMENTus :�;. LEGAL DESCRIPTION OF TILE PROPERTY FOLLOWING LAT LINE ADIUS7)IIXrl1UNG COUNTY A.F.496O47.390041 •! •:i, Pagel 016 FRAFINAUD0116R.A 1'. ':l'i is t il:• • 1;1j ..!�I .!K c k. a I LS,?I:n:;a. ,l 1 y}:.... !,•Lo ,.+:.:, ar I:•.q ' S t� d -1l.Sl :4::r .r1. 'i t.. r.,,•y 1. -..sit.;141,•(�.1i4•...4- �e'..4.l•1:f.t tl'�� ' i• < �a.i tl .aY... S.:!a.' tr�c.t�,,,..�.:�Y�7.F.:v-:.,. 4r 1�::1 tl�'�°.lil l,.)11• _'�. il. r •. 1JY!,P'I;�cta 9�1'11319I•liit,j 1�1{:!):•r:K:y1.11�;.4:.L�ly.I�::i'f,.:1w1�t�itiSy.{L�i r,:."'L..'Rlc`ir::•Y•p 1'..:•r` .. ..._...—...._ • • • t'••'; i PARCEL 2: , THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF " r SECTION 16,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M.,DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION;THENCE N 01°05' 10' '.,..1.! E ALONG THE WEST LINE OF SAID SUBDIVISION A DISTANCE OF 241.00 FEET;THENCE S 88° 56' 38" E A DISTANCE OF 66.81 FEET TO A POINT ON THE WEST LINE OF AN • i EASEMENT GRANTED TO PUGET SOUND POWER & LIGHT CO. RECORDED UNDER RECORDING NO.2513101;THENCE S 06°20'40'E ALONG SAID WEST LINE 93.45 FEET TO ' `' 7 THE TRUE POINT OF BEGINNING;THENCE CONTINUING S 06°20'40"E ALONG SAID WEST • LINE A DISTANCE OF 149.44 FEET TO THE SOUTH LINE OF SAID NORTHWEST QUARTER; ; r THENCE S 89°01' 18'E ALONG SAID SOUTH LINE A DISTANCE OF 1228.66 FEET TO THE : ''•' SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF :'j`; } SAID SECTION 16;THENCE N 01°04'44'E ALONG THE EAST LINE OF SAID SUBDIVISION - ' "'�'' A DISTANCE OF 1320.83 FEET TO THE NORTHEAST CORNER OF SAID SUBDIVISION: rj'•'• I THENCE N 89°07. 11'W ALONG THE NORTH LINE OF SAID SUBDIVISION A DISTANCE OF 1235.37 FEET:THENCE S 08°08' 25'W A DISTANCE OF 60.77 FEET;THENCE ALONG A 1-4, CURVE TO THE LEFT HAVING A RADIUS OF 2500.00 FEET THROUGH A CENTRAL ANGLE GC OF 11°16'57'AN ARC DISTANCE OF 492.29 FEET;THENCE S 03'08'32'E A DISTANCE OF ; 1' ! "4 210.07 FEET;THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1000.00 FEET ;•:.: 1 THROUGH A CENTRAL ANGLE OF 03°12'08"AN ARC DISTANCE OF 55.89 FEET;THENCE 1 j`•:,'; 3 'v�0 S 06'20'40' E A DISTANCE OF 168.87 FEET;THENCE ALONG A CURVE TO THE RIGHT % Da HAVING A RADIUS OF 300.00 FEET THROUGH A CENTRAL ANGLE OF 34°08'S0"AN ARC 'i'•'.i 0 DISTANCE OF 178.79 FEET;THENCE S 27°48' 10'W A DISTANCE OF 14.16 FEET TO THE TRUE POINT OF BEGINNING. " '! '''] EXCEPT THE FOLLOWING DESCRIBED PARCEL OF LAND: ' ": THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF '' ',` : ,:;,. SECTION 16,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M.,DESCRIBED AS FOLLOWS , COMMENCING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION;THENCE N 01° 05' 1 10"E ALONG THE WEST LINE OF SAID SUBDIVISION A DISTANCE 1318.57 FEET TO THE NORTHWEST CORNER OF SAID SUBDIVISION;THENCE S 89°07'11"E ALONG THE NORTH LINE OF SAID SUBDIVISION A DISTANCE OF 91.35 FEET: THENCE S 09° 08' 25" W A DISTANCE OF 60.77 FEET;THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF • 2500.00 FEET THROUGH A CENTRAL ANGLE OF 00°37' 56'AN ARC DISTANCE OF 27.58 '`'` FEET TO THE TRUE POINT OF BEGINNING;THENCE S 77°29'34'E A DISTANCE OF 80.35 't' FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 400.00 FEET THROUGH A CENTRAL ANGLE OF 21°35'29"AN ARC DISTANCE OF 150.74 FEET;THENCE S 55' 54' 08' E A DISTANCE OF 206.14 FEET; THENCE S 34° 05' 52" W A DISTANCE OF .i 157.20 FEET;THENCE N 55'54'08'W A DISTANCE OF 175.00.FEET;THENCE N 63°58'43' W A DISTANCE OF 187.35 FEET TO A POINT OF CURVATURE; THENCE GOING IN A ii NORTHERLY DIRECTION ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 2500.00 ' FEET THROUGH A CENTRAL ANGLE OF 03° 16'29'AN ARC DISTANCE OF 142.89 FEET TO 'pt;:•, i; THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF RENTON,COUNTY OF KING,STATE OF WASHINGTON. i 1 • EXiIIBR"A'to SEWER EASEMENT AND AGREEMENT LEGAL DESCRIPTION OF THE PROPERTY • FOLLOWING Ler LINE ADJusTMENr(1Grr0 COUNTY 4.F./9 604 23 900A Page 2 of 6 (OrInNALIUGIICR A • • 4 t'I'S1rry�T 1r.1.;�. .�I .k..,A`e n • • I,- +°4,SI; ^ ' 1, ,;f. .,�:.}n i •`it ,:,• ;1'��t...•jF!;,,y.,..;: :;.•.,+ia•b',k.:.�g'>l�:�j�.y/,,..e.•17.1yl�,.R�``Y ./<.al tti •£r`' .irtiA.i',�)�ti!..It,k:''{',,','1 J::�S;r. hi!i�.• It::;'a:i.'F.t�:,tt'"ti��•/'rt}� 1 "M'�t.'r'..1'�''4 S,;yi.^:1 r;c!'fir•';�".7 ..1'l••;', '14!h"{r1 .�S.1.':.• •. :• .' ,..•7 r" ,'r „'N�!'1,., .. �TIl,....•Y.r.l:'ii'", ..I^ d.r':.d:`:':•1'rl�'7•":�1I:i',5:1. '�i: ir;.d;: far, - __ ------- ,',--,•---''-',',--- --- • . 1,it '1,-- 1,1� :'v! - • • • • is i,t� .i . ..._ • • _ PARCEL 3: • • THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 16.TOWNSHIP 23 NORTH.RANGE 5 EAST,W.M..LYING NORTH OF THE'TOP OF `': BANK LINE-AS DESCRIBED HEREON. SITUATE LN THE CITY OF RENTON.COUNTY OF KING.STATE OF WASHINGTON. ?' , PARCEL 4: rY,{ i. :;%1i..: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF , • ?;;Y1 SECTION 16,TOWNSHIP 23 NORTH.RANGE 5 EAST.W.M.,LYING NORTH OF THE'TOP OF .•!`!',:'.' .I - BANK LINE'AS DESCRIBED HEREON.AND LYING EASTERLY OF THE WEST LINE OF AN . f S `4, iN. EASEMENT GRANTED TO PUGET SOUND POWER&LIGHT CO.BY DOCUMENT RECORDED - • UNDER RECOP.DING NO.2513101. ',•;'1; SITUATE IN THE CITY OF RENTON,COUNTY OF KING,STATE OF WASHINGTON. :• ;; PARCEL 5: • •t'' THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER AND A PORTION OF T'riE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 16. a i� •'rr.� TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M.,DESCRIBED AS FOLLOWS: ? ' >,i u GO BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE `• ; . 14 NORTHWEST QUARTER OF SAID SECTION 16;THENCE N 01°05' 10"E ALONG THE WEST ci : 11 LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16 A DISTANCE OF 241.00 FEET; e.I THENCE S 88° 56'38'E A DISTANCE OF 66.81 FEET TO A POINT ON THE WEST LINE OF AN EASEMENT GRANTED TO PUGET SOUND POWER & LIGHT CO. BY DOCUMENT • 0 RECORDED UNDER RECORDING NO.2513101;THENCE 5 06°20'40'E ALONG SAID WEST 1 LINE A DISTANCE OF 1571.44 FEET TO A POINT ON THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 16;THENCE N ':7'` 89.00'53'W ALONG SAID SOUTH LINE A DISTANCE OF 269.60 FEET TO THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE SOUTHWEST QUARTER:THENCE N 01° :i'•S 1 04'02"E ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER A DISTANCE OF 1317.68 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PORTION LYING SOUTH OF THE 'TOP OF BANK LINE' AS DESCRIBED ' HEREON. ti: • SITUATE LEI THE CITY OF RENTON,COUNTY OF KING.STATE OF WASHINGTON. j: i .:1 I IB T'A':a SEWER EASEMENT AND AGREEMENT '' ' ' FAG �. LEGAL.DESCRIPTION Op THE PROPERTY .;• FOLLOWING LOT LINE AI NusTmeNrRIUNG COUNTY A.F./96042390041 f7.,: Page 3 of 6 uwmwmumr.A `: i k; ..-:'.Wet.. •'','•'i' 1) 7,Bi•z11 F;,'.1�.t'1.,1•`;',....i t4 ii.4:4%.,'•:,•,.;;•1/,ti.:'ct!;•011,...,i+1•?,li1::•01'•'t1 L.� ^'j:i�1�.$1•• •._ • ilri }. , i t , i,,,{'.k,,,..,,� .•NA•hy.1 „:,, 5•.�,.. „,,,,,„: ,t.. e. v, ,:•:. a P ;i4 ,.t,1, ,, "Vi:,,..k•t,' , .ii ' Of 11%.• 1{gti9!:,y''i'1.1.t;,,.',!41.N t 1 ''(• 1‹.•,: J ' ' :'.1:}•i.�tSC4 4 1 ' :,+.' •.:t,1i ::4, .,.1.�:'.`1, 1.......� '1 .�. '� 1 1.1 .4—I_ 1. t .. .5,.•T•/.)..-... ,..N. a�da♦,a]fLTiluWWlY:�wr..W,.w�..� •.._.__.___ .`............_..ter........-.•..�.......��+..�....�. _...__._ _ -___.._..� M : r' ; S.. -'° i • • 1 • r.` PARCEL 6: '`' THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF• l:l:•.:r, SECTION 16.TOWNSHIP 23 NORTH.RANGES EAST,W.M.,LYING SOUTH OF THE'TOP OF BANK LINE"AS DESCRIBED HEREON; '::'': AND THAT PORTION OF GOVERNMENT LOT 2 IN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 16.LYING NORTHERLY OF THE RENTON•MAPLE :%+ ? VALLEY ROAD NO. 1140 AND NORTHERLY OF STATE ROAD NO. 5 (SR 169) AS CONDEMNED UNDER KING COUNTY SUPERIOR COURT CAUSE NO.757387(ITEM NO.6), •:r AND LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE: •r':y BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SECTION 974.60 FEET EAST OF THE , . SOUTHWEST CORNER OF SAID SECTION:THENCE N 12°47'02"W TO THE NORTH LINE •' , OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER.AND THE TERMINUS OF :. SAID LINE. SITUATE IN THE CITY OF RENTON,COUNTY OF KING,STATE OF WASHINGTON. :e• PARCEL 7: a4 ® THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF i; v'1 SECTION 16.TOWNSHIP 23 NORTH.RANGE 5 EAST,W.M.,LYING SOUTH OF THE'TOP OF r4 BANK LINE'AS DESCRIBED HEREON. -•1: en SITUATE IN THE CITY OF RENTON,COUNTY OF KING.STATE OF 1ASHINGTON. • ,f O PARCEL 9: / ;'' THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF •1%:(: SECTION 16.TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M.,DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION;THENCE N 01°05' RI"E ALONG THE WEST LINE OF SAID SUBDIVISION A DISTANCE 1318.57 FEET TO THE NORTHWEST CORNER OF SAID SUBDIVISION;THENCE S 89°07' 11'E ALONG THE NORTH ' `•` LINE OF SAID SUBDIVISION A DISTANCE OF 91.35 FEET; THENCE S 03° 08' 25" W A !.:+:; DISTANCE OF 60.77 FEET;THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2500.00 FEET THROUGH A CENTRAL ANGLE OF 00°37'56'AN ARC DISTANCE OF 27.55 • FEET TO THE TRUE POINT OF BEGINNING;THENCE S 77°29'34'E A DISTANCE OF 80.38 FEET: THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 400.00 FEET THROUGH A CENTRAL ANGLE OF 21°35'29"AN ARC DISTANCE OF 150.74 FEET;THENCE F' S 55° 54' 08' E A DISTANCE OF 206.14 FEET;THENCE S 34° 05' 52"W A DISTANCE OF ' r,. 157.20 FEET;THENCE N 55°54'08'W A DISTANCE OF 175.00 FEET;THENCE N 63°58'43' :.;.. } W A DISTANCE OF 187.35 FEET TO A POINT OF CURVATURE; THENCE GOING IN A y NORTHERLY DIRECTION ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 2500.00 { FEET THROUGH A CENTRAL ANGLE OF 03°16'29'AN ARC DISTANCE OF 142.89 FEET TO THE TRUE POINT OF BEGINNING. ! SITUATE IN THE CITY OF RENTON.COUNTY OF KING,STATE OF WASHINGTON. © 1 .:.:. EXHIBIT"A'a SEwEH ADJUSTMENT AND AGK.EEMENf . .. , ....:,,:, 1 LEGAL DESCRIPTION OF THE PROPERTY „'J.;'. FOLLOWING LOT LINE ADJUSTT MING COUNTY A.F.09604239C041 Page a of 6 :umLNaimannre A ( v.T,T`P: 41 •'a '*:-.:4. )! I.i W;r7;4 d.-;' + .i,.3",.,�' U LLL;. • .,:i,. �l^1i 1 L.c• c: ;•0 l' ,!}U I":"a;.••T i7 •,q ('1,.•.Y':'•y..l; '::; ..••.. . ((� L ' +i±' •+1'> :r� � �1 :j '�•�l91';,�,? 11�,.r .. i.., f n.}''i;<%;7.y,l• a !' .y. , 7�i:,4t'Iiy :1�1,.r 1P, ;,r.!T':�Lf•�j)y I�i 1 'i;•!;i .. 1. •-r i.•.n: ,:Mjl,�(i LI,: •..t. Ifl(%i\t' •'�� j!..y. -:1•::'' .�.I !..1•i�:,..a ,r.\'-%.j : 0 r,_• OJJ J L �'. L�.•G L:I) i'''`' Jam.. :i2 I \ ',i` \ c''•i• ' ' N Ir • r.'.•: PARCEL 10: ' ,`'• THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF ..f:':+ r SECTION 16,TOWNSHIP 23 NORTH RANGE 5 EAST,RIM.,DESCRIBED AS FOLLOWS: ' l''' ' COMMENCING AT THE NORTHWEST CORNER OF SAID SUBDIVISION;THENCE S 01°05'10' c" 7 W ALONG THE WEST LINE OF SAID SUBDIVISION A DISTANCE OF 928.67 FEET TO A POINT ON THE SOUTH LINE OF THE MORE SOUTHERLY STRIP OF LAND DEEDED TO THE CITY I JIB OF RENTON FOR STREET BY DEED RECORDED UNDER RECORDING NO.5684198:THENCE : N 71'30'26"E ALONG SAID SOUTH LINE A DISTANCE OF 16.51 FEET TO THE TRUE POINT "'" �' OF BEGINNING; THENCE CONTINUING N 71' 30' 26" E ALONG SAID SOUTH LINE A t. DISTANCE OF 442.88 FEET;THENCE CONTINUING ALONG SAID SOUTH LINE ALONG A r ';.;.:,1 CURVE TO THE RIGHT HAVING A RADIUS OF 1095.92 FEET THROUGH A CENTRAL ANGLE • }; i•t OF 02° 06' 00' AN ARC DISTANCE OF 40.17 FEET;THENCE CONTINUING ALONG SAID . I ' SOUTH LINE N 73'36'26"E A DISTANCE OF 566.11 FEET TO A POINT WHICH IS 30 FEET . • • ;',.,• EAST OF THE EAST LINE OF A TRACT OF LAND DEEDED TO THE STATE OF WASHINGTON I . BY DEED RECORDED UNDER RECORDING NO.3235173;THENCE S 01°05' 10'W ALONG SAID LINE 63.02 FEET;THENCE N 89"12'58'W A DISTANCE OF 135.58 FEET;THENCE S 01°05' 10" W A DISTANCE OF 659.77 FEET TO A POINT ON THE SOUTH LINE OF SAID 1 '4 ,,.i NORTHWEST QUARTER OF THE SOUTHWEST QUARTER:THENCE N 89°07'1 l"W ALONG j ',; GO SAID SOUTH LINE A DISTANCE OF 783.97 FEET;THENCE N 08.08'25'E A DISTANCE OF ri 42.00 FEET;THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 400.00 FEET I • ' N THROUGH A CENTRAL ANGLE OF 26°43'05"AN ARC DISTANCE OF 18G CFI .53 FEET;THENCE I "' � N 18°34'40"W A DISTANCE OF 180.21 FEET TO THE TRUE POINT OF BEGINNING. : NI SITUATE IN THE CITY OF RENTON.COUNTY OF KING,STATE OF WASHINGTON, i ra': CD d 1 • • : '. "TOP OF BANK LIE": : I j A LINE LOCATED IN A PORTION OF THE NORTHWEST AND NORTHEAST QUARTERS OF k•� THE SOUTHWEST QUARTER OF SECTION 16.TOWNSHIP 23 NORTH.RANGE 5 EAST.W.M.• '�•:`: DESCRIBED AS FOLLOWS: ' " COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID I 1' SECTION 16; THENCE S 01° 04'02' W ALONG THE WEST LINE OF SAID SOUTHWEST • QUARTER A DISTANCE OF 1005.65 FEET TO THE TRUE POINT OF BEGINNING OF THE LINE; THENCE S 45°48'39"E A DISTANCE OF 74.06 FEET; 3, THENCE S 46°35' IS'E A DISTANCE OF 76.54 FEET; • THENCE N 63°34'31'E A DISTANCE OF 73.03 FEET; • THENCE N 82°04'49"E A DISTANCE OF 50.08 FEET; a•''.: THENCE S 67°27'25"E A DISTANCE OF 40.17 FEET: . :::*;': THENCE S 39° IT 45"E A DISTANCE OF 53.45 FEET; • THENCE S 00°47'02"E A DISTANCE OF 80.41 FEET; • THENCE S 76° 13'20"E A DISTANCE OF 26.87 FEET; • THENCE N 31°23'58' E A DISTANCE OF 54.13 FEET; ',,; THENCE N 53°51'23"E A DISTANCE OF 36.28 FEET; " THENCE N 63°41'37'E A DISTANCE OF 317.03 FEET; E IIIJ 'A'Io SEWER EASEMENT AND AGREEMENT LEGAL DESCRIPTION OF THE PROPERTY ;.'�� FOLLOWING LTT LINE ADfuSTMEHTIYJHD CO':HTY A.F.196042390041 Page 5 of 6 EP/FlHAL�onorr.A t. • :oily. •'I ." .ri: !. dr II /.;a •,•'0: 4'•'lPL�rj nIflieJl,�rr{•'G,':i�•.,,fji'y4;:i':;•'.I •A:•vir. s.1;:l.l i:1� .I '�� r �,�5;�+ '�` r �r�.'�i}i�i�/�IC� �}� �7�. A.,,�'• fi!.r• t'� {BLS.�{...•sir{:. :' p .+y;�i�::.k�`� ` t'' ,;'' Trier`41'Y' T i r 's' :1 '11'4 p #''. r�'ia:%1;{..r;:i4TIV :',.:.Ni:i ...-.j'r li°' r, ..._ �{ Llj�i;{4;r;i :;'.:.,lG.ti:;r•A 7 r 1.•P•114t"j,.. .1):.1•'1:� .:-.r !:!•e• r":r.: •••:; ' . .i'rvt�f 1 r.I 1 }'h; I r i :::•q.:'�;.•Y.i�t.:^•�'IIiY r. rN:�.':.I. l qv:a r.�.:� ..._...�. �__.._.......� .. _... .,..t � • Xr 1r 1..�. ,'.l .. ..{.J•u ...t...!\• ,fl.:::...:.l:r _�.rLrrY.Y.Ii:INn.rrrrw\- •.....ter..«.. __. ..._..._.............�_: _= ti,w•wf.1�,.aw..rtovs..�m•��®•u.u. JI,�LY�M•YGC��.-. :,,`1 0 • ' t.s:'• ' 0 ,`• II1,a,1 :i a I! IL.. ; ',a .r• \ THENCE N 39°55'22'E A DISTANCE OF 37.55 FEET: '• '} THENCE S 87° 16' 14"E A DISTANCE OF 60.18 FEET; -: • THENCE N 53°04'39'E A DISTANCE OF 50.78 FEET; THENCE N 87°32'20'E A DISTANCE OF 53.51 FEET; THENCE N 80^32'39"E A DISTANCE OF 53.77 FEET; • •;I'~'•'•: THENCE S 85°47'46'E A DISTANCE OF 54.01 FEET: ' THENCE S 80°58'41'E A DISTANCE OF 67.66 FEET; ..?:;:.• THENCE N 52'49'23'E A DISTANCE OF 49.16 FEET; ' f THENCE S 64° 19'28'E A DISTANCE OF 61.38 FEET;• 31 r' THENCE N 66°07'09'E A DISTANCE OF 96.06 FEET; THENCE N 03°40' 16'W A DISTANCE OF 38.90 FEET; ' : ;' THENCE N 82' 13'01'E A DISTANCE OF 79.38 FEET; ` : i THENCE N 54°39'40'E A DISTANCE OF 143.54 FEET; ,• ,i: THENCE N 59°57'30'E A DISTANCE OF 110.22 FEET; : THENCE N 75°06'50'E A DISTANCE OF 50.80 FEET; 'ti :. ' THENCE S 78'00' 12'E A DISTANCE OF 74.77 FEET; • ''"••• THENCE S 72° 11'31'E A DISTANCE OF 111.38 FEET; 1••' ,4 THENCE S 81°08' 14'E A DISTANCE OF 50.46 FEET; THENCE N 59'01'36'E A DISTANCE OF 96.93 FEET; 1"1 THENCE N 70°47'25'E A DISTANCE OF 53.57 FEET; • `•'" THENCE N 46°28' 16'E A DISTANCE OF 60.21 FEET; : ':;r { 14 THENCE N 86°43' 19'E A DISTANCE OF 54.89 FEET; ':`V'• CV THENCE S 73'54'07'E A DISTANCE OF 50.13 FEET; `• C) THENCE N 23'29'08"E A DISTANCE OF 52.43 FEET; f' • ?'"`` L` THENCE N 52°32.30'E A DISTANCE OF 33.41 FEET; ;'r i"", THENCE N 88°54' 19'E A DISTANCE OF 110.84 FEET; • ,V THENCE S 86°59'20"E A DISTANCE OF 31.51 FEET; ::'n" THENCE S 77°48' 33'E A DISTANCE OF 27.00 FEET; • `• • THENCE N 48°27'21'E A DISTANCE OF 90.85 FEET; , t'1 THENCE N 50°22'20'E A DISTANCE OF 66.53 FEET; • THENCE N 13°26'21'E A DISTANCE OF 109.63 FEET; ' ;.. THENCE N 05° 18' 18'W A DISTANCE OF 45.43 FEET; • THENCE N 03°24'37'E A DISTANCE OF 53.51 FEET: THENCE N 13°08'35'E A DISTANCE OF 29.58 FEET' • •`tt= THENCE N 78°21' 11'E A DISTANCE OF 23.20 FEET; �., 'i THENCE S 79' 54'49'E A DISTANCE OF 25.00 FEET: e ' THENCE N 48°00'09'E A DISTANCE OF 60.00 FEET; • •1'.:' THENCE N 85° 33'37'E A DISTANCE OF 44.00 FEET; ':;:•"' THENCE S 67° 13'45'E A DISTANCE OF 38.00 FEET; • THENCE S 63°09'07'E A DISTANCE OF 40.50 FEET: . . THENCE N 57° 37' 19'E A DISTANCE OF 59.49 FEET TO A POINT ON THE EAST LINE OF 1:1.1", THE SAID SOUTHWEST QUARTER OF SECTION 16 AND THE TERMINUS OF THE LINE. ' }:: " SITUATE IN THE CITY OF RENTON,COUNTY OF KING.STATE OF WASHINGTON. • EaIThrr'A'to SEWS EASEMENT AND AGREEMEAT ` Wilt 1 :' LEGAL DFSCkI I10N OF TIlE PROPERT( '"'" FOLLOWING LOT LINE ADIU;TWENTEKING CoL'NTYA.F.19601239004) ' '`' Page ;�;, 6 cw/wnL�GnsIT.n • •�. .ti �DIY •��� �. J'/3,1,' ..i 1 1.'.i;•r"VO 1� T•...i:;..1.! 1•' ;'Iw 1 i'(•r 4', .. 1w � • T y!S�1 IllnC�'•{l.in 'yrlf; T'1T;•':: .Nr'r.:��r,r It ..:1 1 ,1�.�}`45..::a:uw�.1 ,111j,74.0�.-opii 1,j .01 . y15`.':yi.3.?tiir4�ri•"1'0. .'4: 5 !::1..G:ti•..ii:'i.fr.:� • '•$:.:r.P:J•'}:. :11 .:•.}tN. ,s..ty�.ifl.3..,y;.r„ ..1 •1 u:��r.:.:.�;1: L:.ta�.:rr} i•.�: a • , 10 .,1•1;:•Tvi ll �':ii 7 I-q. M:.,I...i'.:i:I.T.I.•.�•!1,..:' •'• ;Iw. •'.��',•, 1'• .. �_ .r 1 p ; ..(._•.r.• .....i v!'.h ':T ,');, e:. '.l • .r_. : i�;ds.. �• --"M;a:.w.�.w.e�.. -- . .r ® . i :a ., :• 1,$ bt ' t1 ;`' . rfI F1f'-° I ri. 4 • • • t: k • •t • i' EXIT"B" i,i'1' to ' ";•.r.,' SEWER EASEMENT AND AGREEMENT LEGAL DESCRIPTION OF EASEMENT AREA ' HILLSIDE SECTION QF EASEMENT AREA ::':!! FOR 771E SEWER BEGINNING AT 3fANHOLE LIST 4ENTON INTERCEPTOR ('ERI') -5 AND ' ENDING NEAR£Rl-2: I i• • • . .:" A STRIP OF LAND TWENTY(20)FEET IN WIDTH HAVING TEN(10)FEET OF SUCH WIDTH .- • I `• ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE WHICH LIES WITHIN THE • . N WEST HALF OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LN ICING %c'•;'•' o.4 COUNTY WASHINGTON: 14 COMMENCING AT THE CENTER OF SAID SECTION 16; +.4 ((4THENCE SOUTH 01°04'18"WEST ALONG THE NORTH/SOUTH CENTERLINE OF SECTION 16, 92.45 FEET; p i 1' THENCE NORTH 75'22'35.WEST 91.23 FEET; : ; fL ';:;'it; THENCE SOUTH 77'57'27'WEST 317.82 FEET; -':;i;' THENCE SOUTH 09'21'35'WEST 231.26 FEET; THENCE SOUTH 74'09'39'WEST 198.65 FEET; '`'' < THENCE SOUTH 66°36'32'WEST 139.84 FEET; �:;•.• i THENCE SOUTH 59'59'48'WEST 152.04 FEET; ' • • THENCE NORTH 89°20'32"WEST 251.74 FEET TO A POINT DESIGNATED AS POINT'A"AND y 7` THE TRUE POINT OF BEGINNING OF SAID CENTERLINE: ' •a ? f;•i THENCE SOUTH 09°21'07'EAST 493.63 FEET; • • THENCE SOUTH 46°45'51'WEST 348.37 FEET; 1 f•';* THENCE SOUTH 17'02'53' WEST 61.03 FEET TO THE NORTHERLY MARGIN OF SR 169 ::, , (MAPLE VALLEY HIGHWAY)AND THE TERMLNUS OF SAID CENTERLINE. f fa7,... { E(HIDTT'13't3 SEWER EASEMENT AND AGREEMENT • LEGAL DESCUPTION OF EASEMENT AREA 1 Page I of 3 tanrmNam fl'..n j • ,;c'f'4 ... f • W' +',!/t it%i0 �-t': i t� 1: 1?`•4;„?.::1f !i!1 iti.:•:410..fl.t.?• f•:;ii l',r • _.. ... id ;'. 'MI ,i11, 1[yyyy,6PV.0!'n i4' p�k'. 'i);t`4,r', 'l.5; ti :it ti �;.�4 .. p::. 1. ,q!' 1•C:. 1.; �TC•�i i a V'1�: •;. �r�J:h�,r'�1 Y./ t:��...•i!P �•4��' ]Y :. lr 4 ( at'jvrl....in. ,5i-1.': .,u� bl. : ! .,(..,,.ter J,...• i.S:::.,`i*il•,.� rwdur)WILr4ua°aI•..r.:. ...... �.. '. .'i:'v ,•vr 't\:\....L'..."tl ,gnu , • n! • 1 • :17. 1 1.(•1`.4.. I . ..:,•.....;:',.., c J!•'a :') 4 DIAPLEWOOD DIVERSION SECTION OF EASEMNTT AREA FOR THE SEWER BEGINNING AT MANHOLE 1MAPLEWOOD DIVERSION LINE('MWD') -7 AND ENDING AT ERI-5: •t . A STRIP OF LAND FIFTEEN(15)FEET IN WIDTH HAVING SEVEN AND ONE-HALF(7.5)FEET 1 ?. OF SUCH WIDTH ON EACH SIDE OF THE FOLLOWING DESCRMED CENTERLINE WHICH LIES WITHIN THE WEST HALF OF SECTION 16,TOWNSHIP 23 NORTH, RANGE 5 EAST •,..... •:. W.M.,IN ICING COUNTY,WASHINGTON: ' COMMENCING AT THE CENTER OF SAID SECTION 16: ; , ":•:)! THENCE SOUTH O1°04'18" WEST ALONG THE NORTH/SOUTH CENTERLINE OF SAID " " 1 S.t ;,' SECTION 16.92.45 FEET TO THE TRUE POINT OF BEGINNING OF SAID CENTERLINE: . • • •�::''•i • THENCE NORTH 75°22'35'WEST 91.28 FEET: 1 THENCE SOUTH 77°57'27'WEST 317.82 FEET: r•1 c THENCE SOUTH 09°21'35"WEST 231.26 FEET; '4 ':{ THENCE SOUTH 74.09'39"WEST 198.65 FEET; I cl • �' C THENCE SOUTH 68°36'32'WEST 189.84 FEET: ron 1:'.. �t THENCE SOUTH 59°59'48"WEST I52.04 FEET; 1 i ; THENCE NORTH 89°20'32"WEST 251.74 FEET TO A POINT DESIGNATED AS POINT"A'AND . :.1 .;'. i THE TERMINUS OF SAID CENTERLINE. SAID TERMINUS POINT BEARS SOUTH 64°46'32" • WEST 1.315.16 FEET FROM THE CENTER OF SAID SECTION 16. . • • • �.: a. • %• 1 . i•_ • /. J. U, • ill C '70. -: EXHWIT'V to SEWER EASEMENT AND AGRFL•"IENT • , ,, LEGAL DESCRIPTION OP EASEMENT AREA •.,"i Page 2 of 3 EAMINALlEXIMIT.0 ';: . 1?. I:.; i11."e` I; _e -= i.:.''i SA;�4.' t{:1i.;i.;;.:..: r } °iia..x1 g.r1s • 41, ii.N1 °, i .�`�'' 'l.CS��1js. ..,, ,F :.f:,•s-.{'- r.:�.3'4 ll:;.: 1.I::',•,•• r... j .•r ',Py ':"' ,�(l .Y.�!j',111. ;.j:i't- li•.Il•�!°':�ir .�.. 5.n w r. .5,c� ... . 4,'.p li-;'�L••,:�I�:1'.4M 4. rl(1 :w.y.14..Y••i'i',1,,u.Al:�:�lc4s,..!l•.ls<i...-.a.t„Y:T�1,'iM,...'�:,•i •4:{ ....:�:I°.. '!i,:'ai:, Y• _.aS:i1:.Ynwi_6.................._.. ......._—...._..._..._ O .; 1" arm • • • ...1);; L`7Uit'ts}1? 'a':::.� _1E-.-z.i'i Fl1},-;L,j • h.I' ` y1.:' . • tiy. • "'1 EAST RENTON TNTF:RCEFTOR SECTION OF EASEMENT AREA .j • _ !' FOR THE SEWER BEGINNING AT MANHOLE NEAR ERI-20 AND ENDING AT L•RI-S: A STRIP OF LAND TWENTY(20)FEET IN WIDTH HAVING TEN(10)FEET OF SUCH WIDTH ...!%:': ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE WITHIN THE WEST 1h OF • '1. SECTION 16. TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN KING COUNTY. •r'c." WASHINGTON: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16: • ?'•. THENCE SOUTH 01°05'10"WEST ALONG THE WEST LINE OF SAID SECTION 928.67 FEET I •' 4.:4'• TO ITS INTERSECTION WITH THE SOUTHERLY MARGIN OF NE 3RD STREET(3RD AVENUE - t '. EXTENSION); THENCE NORTH 71°30'26"EAST 459.39 FEET; 4'`'' .4 THENCE ON A CURVE TO THE RIGHT WTTH A RADIUS OF 1.045.22 FEET WHOSE CENTER ' • CC BEARS SOUTH 18°23'34"EAST THROUGH A CENTRAL ANGLE OF 02°06'00"A DISTANCE OF ='v qv, 40.17 FEET: vhl THENCE NORTH 73°36.26"EAST 223.90 FEET TO THE TRUE POINT OF BEGINNING OF SAID N CENTERLINE; O • iv THENCE SOUTH 13°53'02"EAST 203.26 FEET; •• THENCE SOUTH 76°06'58"WEST 260.66 FEET; THENCE SOUTH G6°42'06"WEST 591.25 FEET: THENCE SOUTH 55°41'44"EAST 565.59 FEET; THENCE SOUTH 34'18'16"WEST 441.23 FEET: . •. • THENCE SOUTH 06'15'03"EAST 183.76 FEET: ' THENCE SOUTH 54°26'53"EAST 432.88 FEET: • !" • THENCE SOUTH 15°47'57'EAST 133.29 FEET:' • ! `'•;:• :%. THENCE SOUTH 35'44'16"EAST 278.19 FEET: i THENCE SOUTH 34°20'43"EAST 272.00 FEET; THENCE NORTH 83°23'30'EAST 73.24 FEET TO A POINT DESIGNATED AS POINT 'A"AND • '" THE TERMINUS OF SAID CENTERLINE. SAID TERMINUS POINT BEARS SOUTH 64°46'32' I '•••• WEST 1,315.16 FEET FROM THE CENTER OF SAID SECTION 16. i ' EXHIBIT•fl''o SEWER EASZMENT AND AGREEMENT LEGAL DESCRIPTION OF EASEMENT AREA Poi:3 of 3 FanFlNu I:Drr.0 • VI'0 ,1�' •i. , r G .' ..r•).,. ,.ittoie ILQ•�01,01.:?.i ti•n it ,rli.ii. . 'YiR.' �44T(� �s! 4d�,( 0.!;� 1y11, `4-. 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MAPLE VALLEY HY/Y.CR0332 0 EXHIBIT C-:HEFT 2 E.;� D cl �� ,.� t r��.. i'�' rtii riit ImF. n i o+i' ey y +r1 U:• lar;' • • kl•�'•, pf .e.t ,i iiit,2y .44„I 1 I9;#1.1�•,11t1• 4 '�I�::0 ��:1f.:r,;..t •.A•f' 11; s:•. r,•;, :1•. '.,�/II�`i i 1 t. �-!i?, �r•�T11 1: ',•±�1.�1 ��..1.�Li .1.1.;:.1;4�a� r 1i1,• ; •9. ,..evi.4 �:"1 Y•17 1,,f:,.,,:1..1.�••70 .•n::..IN•4•44Fi•1'L:.::�r.IR�I.f 1o. t 5 1 r r•_:,,..: 1.r 1 1.✓.. 1'Lqt.:•(: ,.' 1 f:''', ly,'"I' . hti;:j, .1. 7S:Itid...%;i;II;Lt )i ;,'1:"'l e�; 1: }•.,,.�j.1+Y.",.•. ;n?'v',;:;it e'a. ;rla.•r I.t+.': .* - Of f. 1•.r.1 .a..:.1 .. ,IL.t'.i.:fs:;::.4:•"ti:;i:•rl•. ii • .'f• • 0 •,C. • • •1 r_,m•:•a:+ ern, ,Y..N: © t� 1�'},F f-� ..ter i. • 1 : }, _ I • 1 . til'.�:7.• p• • rICPC90 C I.:�-.. . I • p .. • w 1 VI!!l.$ •'i ai to • r I`�C • _ .__ ... �'/......p .. / di ' C 7111/11'II I maCi ear emit • '41": v rr • 1 . a 1 I rum IY IX 1`•`.'. [(J , I MIT NT 1!'I. . 4.4 p _.. j ... iII • _._ ... _. I I_[Qn.�I.. CI w-__.� .. .._ _�... ._l J-. ..._ _ ..... __- ..... I___—.— ` •,,.• = to on o •r O Y - : • ---i • - --- 'l--' i— • I I i •. . w I I• • • '; I r - . .. __ .._. I ._. • • • Z r v1.. .'fort 11x1L'1 cr rx:rm I . :•:•-_. ------ 'i -3-- -- '--•-lILIC lfCY Iml a-f•m ICI-1-- y,•I.,`, t - I .._ aa•/.OM III rn Of I!1 . A I .. •11.f.ma111!!D m 111.1 ra • :., 4 w I = U"IUATIST ill riff OF . ', - Ip17.1Ia1L IATLKt 11:*T91 „'': w— II I —.. as wnaln . • •' �_••-•_._. - ___ '- -- '- '--•--'-_ Z..Rom_¢--•_�_TLT- • l•''i: r-T. I . _.g_:.r 1- ...i- . - .----pROFI!.R----z•nN n•o.•i--s :INV c1 • it i 'r-1 . - •.--'I' _'.-1 - '- ----'-_ __-_'PiN ltl7.. _I-:VIIII If! -—_ • �Ii•; !', i I -I- --- 1-- --- ----_ I ---'�-' 5 -Z-- -I-_ -I I I -.^- -It . • ... • I --1_-_i_I� 0 ,. • - EXHIBIT C•SHEET 3 WSW ;.) •if ,..,.,tl ('i yN� - ,. rim. . II' +,`••`�}�l.•b,•••1'.N,,e' .•qa� 1•�:.', abpi l'..C: ' • . . . - .. _ • - l• '�"• ` L1 r-M.fw•lt�..e�m eQ. hIJ ,x h`3'+?•-..A,�..f'J'. ..s{1"- ';.+:l�I .;• r'Vc�. ' .�.[:. .I G t 'u' ! •r a C. •!p .�lf...•,.. ,�:.p.1.•.: �.l 5y1�,'ir�.,•��.�.• �� .Ct ,: •,3�i Y h .p .c 1yr;.1' ,1.1.1i S It0;•17 �Y.. la 1•ii a i. [• sit ..9: - r� 4ti�y;:?u°.•kp:,w}n'!3i:y'1�,5;[.}!h��'n�i"...:.11�!::`�T.yS.�qt�.r{,.•r.i'"7��c�[^i�i���;at:�t� Y.V� ..� i.e•.t� • - ' :'1 . 1:•:::::'• . . 1 . 0 •t,!..;"' - i.: '•. ,. • '‘,••.::.-' 0 '.'...*:::: -• ''•;''../." • ,13:14,11; t''':,:•,•: . .rtr.•,.•1 . . t.:•-••••.; • •r:•‘.1",` :,..",0"41. •'•'..:,.• F . - . , t 1,.':.,;'• \ •‘•:-, . .;•••'. . . ' \ •,Pt ..• N. . . i41••••,:/•' -..' •.- •••\! '.:../I... •!.../...'/••• . ..• 1 . )':.• • . .7,.1":,•:;: • . . • .•„... .. 'i • .4••• ' •;•:•._•••'• • '•'...:.,. ,.., •••••,•••::'• CC\ • , \•\. ..• I I ) \ •_ ___ •• --•• r'071 ;0 • I __I__ •:'.,.. ' 1 . ••I' :' 1.'•" i tar „kc,t ; ---.•. ,t....,1 1,1",. '. 3 ,.0.. •ti: r.:0 ••-. ,•1 0 174111111 •T :,•• ... •‘'. ' I r teartan,e'. , I •" ‘,...: I rtr Mill s..e,.. i • • .1,•:.,,.. . i .i 5,:Tr D 1000/.PI C C.COJ ' ij • . 4 .. ....':,•..' . . a • ON 1 •,1, I . , ••,•• . k ',It".•,•-• wi I 1 •*. ! — '7 1 .... -. .1. 1 .;".•:.,..' . V.4 I IN di/1, • -.•••"" : .4 • , . .:....:,....,..,...,c •. N . ... _ .... -a, • _..— 'h I I ' • - I.) --••••"" -- "•• t:• 1 , 1 • I 01.0 • . ; • ••,•,:.: 0 . 11 1 • . ....` •... / '• . / rs•';;:" 4. . -• t I .•,ir li .. • in• . j•••• 1 .1 ::10 CC CCTL1 4.:•I ' :.,-. • • ••'.. . I •-:..•:•‘. • ••••- • . 1, .." 1t4 0 .4 . Kt q.::',..: ,• . ... . , - :.:-•,,:' I • ••:`,‘,.'•• • • ii......".! i ,r- •r i ... . . *.:1.. 'i' , , -' , • . - • • ""..'!••;;' tt F." . PLAN VIEW Ig..7.;ity`"‘""`•,-.1....I .-....-. ••...." 1.t.#„2_11!A '•••• ..-- .t,t‘',' k •<•22.. ...,.......- CITY OF MR-MN cc1=03 --.. EAST RENTON DETER INTUCEPT3E1• I:.• 1•••••• --PCAN-ANITPROFICE-1 If •• .• ; ritH21• L__ ___•-----.-7----=.....;••- i'- ...-......... _/•••• .• .... CLIFF SECTV1 1 •:•'•'.'. 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[.......: 1 MAPLE WOOD DIVERSION I ; l';'::;,'S' Ii• . .., .__---.=.• ., .--.----- ,- - .,- Tr,•• x . x .. 1 ,'.....111::1 ° ..:;f.•'.;..t. ti ..'"..... ' AU ILI OZ.* .=:I= .1 •= 1.1.4tre—Lis-1.0124L.1.....•Ito 1.....I•••••••awa a...I/I•9,1 A EXHIBIT C•SHEET 12 .':.....:;:.. i .. ,..,...;.4. 1 :....,-. .. , il • .t.......*:.'.. 1 ,...!....,.*:: ,:....,. ...„..,. ..yi.Y- . ,.:,.,. .....,-,. I ..;,:. 1 .....z.r. • tfii A :•"*.;!... ..i. •t?' ' ,....'--7--,4iv 0. ..•,. .11MtV)i4V;iltik\Nit,1140;).10WA;M :E!:'::.',1.04'',V.i.tiA:AF.,i1V471.;;.,1,4jOit'14,1r;IN • • ,111!,i...,..'n• 1',, r •,(tellitA4,..'4',Vg,lk.$1,;Cri:1,1..6tTr14::j.114j:4il.N.!$ITt',tt`•) 04.iiiiMi)..itiliT;'?.;',"?Aii‘ti:',141.:i4V .i. . . . ii,...i.i.. j• ; '.....,.....,A.,.‘,..0,•'1,,..,3„....;.„.,,,,,,.....t,.:..y.o..:,/,'.1.;p,•,y••..•. :.:7A4e.A.It.,•,,,•,,,,'ivs,...e.e.,M7,..„,!....,..2.;p7.4.c.,..:r.,„„.. ....t.,,S.. -..."....1-it:•,—;.......................-,4-,.....—,..—.................—.._-_ • • • . P'-. • till {,"_V41 L. 4;1°' , CERTIFICATE . WHEN RECO7^ED RETURN TO t, the c, : _igned, �,�- Clerk of the Renton Nlun:... :, iding City o :;�nton, 4ii;.�ihingto 1, certifythat this is a true 2w N,u:A.•_rt:.=c:uth and correct copy of n le a G AP- O - Subscribed and Sea(e this/Ar /of Arm 91 v e S -: f' Jerk g CITY OF RENTON, WASHINGTON ,m,� E ORDINANCE NO. 4612 IX gl AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER R SERVICE IN A PORTION OF THE SOUTH HIGHLANDS, HEATHER DOWNS, AND MAPLEWOOD SUB-BASINS AND ESTABLISHING THE AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES. g THE CITY COUNCIL OF THE CITY CF RENTON, WASHINGTON, CO ORDAIN , I I AS FOLLOWS: iI SECTION I. There is hereby created a Sanitary Sewer ' ' Service Special Assessment District for the area served by the East jRenton Sanitary Sewer Interceptor in the northeast quadrant of the . • jl g jI 0 City of Rentcn and a portion of its urban growth area within 94 !II O unincorporated :vino. County, which area is more particularly Q .1tipdescribed in Exhibit "A" attached hereto. A map of the service ii area is attached as Exhibit "2." The recording of this document is it 1 to provide notification of potential connection and interest 11 ;i charges. While this connection charge may he paid at any time, the 11 City does not require payment until such time as the parcel is connected to and thus benefiting from the sewer facilities. The Al 'I il property may be sold or in any other way change hands without it triggering the requirement, by. the City, of payment of the charges associated with this district. • 4 T, ' SECTION II. Persons connecting to the sanitary sewer t 1 facilities in this Special Assessment District and which properties 'era r • ORDINANCE 512 it • nave not been charged or assessed with a_1 tccsts of the East Penton Sanitary Sewer Interceptor, as detailed in this ordinance, shall I i nay, in addition to the payment of the connection permit fee and in addition to the system development charce, the following additional fees : A. Per Unit Charge . .New connections of residential dureiling units cr equivalents shall pay a fee of 5224 .52 per dwelling unit and all other uses shall pay a unit charge of $0 .069 per square • foot of property. . Those properties included within this Special Assessment may A nt District and which be assessed a charge thereunder are included within the boundary legally described in Exhibit "A" ' and whichboundary is shown on the nzp attached as Exhibit "3." Cr) ri � SECTIQN M. In addition to. the aforestated charges, there l `a O shall be a charge of 4 .113 per annum added to the Per Unit Charge. Ill G"' The interest charge shall accrue for no more than ten t10) years • from the date this ordinance becomes effective . Interest charges :arges will l be simple interest and not compound interest . SECTION IV. This ordinance shall be effective upon its 111 passage, approval, and thirty (30) days after publication'. 1 !i • PASSED 3Y THE CITY COUNCIL this 10th day of June _ 1996 ' P4arilyn✓J()eterser.; City Clerk . li 2 • • ORDNANCE 4 61; I '._ APPROVED BY THE MAYOR this lath day of June 1996 . 52 Jesee Tanner, Mayor Approve ' as to form: • Lawrence J. Warren, City Attorney Date of Publication: 6/14/96 Obi.576 :5,'2 0/9 6 :as. • • QD 0? 0 Oi 0? • ly 4 3 I; 1 1A Ir . i ` • Exhibit A • LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT DISTRICT 1 FOR THE CITY OF RENTON- EAST RENTON INTERCEPTOR Portions of Sections 8. 9, 10. 11. lY, 15, 16, 17, 21 and 22 all in Township 23N, Range 5E W.M. in King County, Washington Section 8, Township 23N, Range 5E W.M. All of that portion of Section 8. Township 23N, Range 5E W.M. lying East of the East right-of-way line of SR-405 and South of the following described line: Beginning at the intersection of the East line of said Section 8 with the centerline of NE 7th Street; thence Westerly along said centerline of NE 7th Street to its intersection with the centerline of Sunset Boulevard NE; thence Northerly along the centerline of Sunset Boulevard NE to the North line of the Southeast '/-/ of said Section 8: thence West along said North line to the East right-of-way line of SR-405 and the terminus of said line. Section 9, Township 23N, Range 5E W.M. • a G0 All of that portion of Section 9, Township•23N, Range 5E W.M. lying South and East of the following described line: - c,r? C) Beginning on the centerline of NE 7th Street at its intersection with the centerline of Edmonds Avenue NE; thence Easterly along the centerline of NE 7th Street to its intersection with the centerline of Monroe Avenue NE; thence North along said centerline to the South•line of the Northeast ' of said Section 9; thence East along said South line to its intersection with the centerline of Redmond Avenue NE; thence Northerly along said centerline to its intersection with the centerline of NE 10th Street: thence East along said centerline to the East line of said Section 9 and the terminus of said line. • Section 10,Township 23N, Range 5E W.M. All of that portion of Section 10, Township 23N, Range 5E W.M. lying Southerly j • and Westerly of the following described line: Beginning on the West line of Section 10 at its intersection with the North line of the South V2 of the North 1/2_ of said Section 10; thence East along said North line ' to its intersection with the centerline of 142nd Avenue SE; thence Southerly along said centerline to its intersection with the North Line of the Southeast IA of said Section 10; thence East along said North line to its intersection with the East line of said Section 10 and the terminus of said line. tl t eJ �:i u•`�1 :l'`i:.Y'i3 u c sIIATMREM154o; 1REV[SEDSADLE'altboo i �� ,��r , •s'pv ` I , • Legal Description of the Special Assessment District for the Cite of Renton-East Renton Interceptor Pa e 2 o 3 Section 11,Township 23N, Range 5E W.M. All of the Southwest 1/4 of Section 11,Township 23N. Range 5E W.M.. it Section 14, Township 23N, Range SE W.M. All of that portion of Section 14, Township 23N, Range 5E. W.M. described as follows: All of the Northwest 1/4 of said section. together with the Southwest Vi of said section, except the South 1/2 of the Southeast 1/4 of said Southwest 1/4 and except the plat of McIntire Homesites and 1h of streets adjacent as recorded in the Book of Plats. Volume 58, Page 82, Records of King County, Washington, and except the South 151.55 feet of the East 239.435 feet of Tract 6, Block 1 of Cedar River Five Acre Tracts as recorded in the Book of Plats. Volume 16, Page 52, Records of King County, Washington. less 1/2 of the street abutting said portion of Tract 6, :? Block 1. and less Tract 6, Block 2 of said Cedar River Five Acre Tracts, less 1/2 of • 0 the street•adjacent to said Trace 6. Block 2. and except the South 82.785 feet of Q: the East 150 feet of Tract 5, Block 2 of said Cedar River Five Acre Tracts and less 0 1h the street adjacent to said portion of Tract 5, Block 2. r 0 Section 15,Township 23N, Range SE W.M. • :0 Q9 . All of that portion of Section 15, Township 23N, Range 5E. W.M.. except the Southwest V4 of the Southwest 1/4 of the Southwest 1A. of said section. •i, Section 16, Township 23N, Range 5E W.M. All of that portion of Section 16, Township 23N, Range 5E W.M., except that portion of the Southeast 1/4 of the Southeast 1/4 of the said Section 16 lying East of the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats Volume 39, page 39. Records of King County Washington and its Northerly extension to the North line of said Southeast 1 of the Southeast 1 of the said Section 16 and except that portion of said section lying Southerly of the Northerly right-of-way line of SR-169 (Maple Valley Highway). y . Section 17,Township 23N, Range SE W.M. • All of that portion of Section 17, Township 23N, Range 5E W.M., lying Northeasterly of the Northeasterly right-of-way of SR-169 (Maple Valley Highway) and Easterly of the East right-of-way line of SR-405 less that portion lying generally West of the:East and Southeasterly,-line of Bronson Way NE lying • 5'OATA REN'.'az-07002mY'SEos;DLE tiLte • 7_ • • L.egaI Description of the Special Assessment District far the City of Renton—East Renton Intercevrar . Page 3 of 3 between the South line of the NE 3rd Street and the Northeasterly margin of SR 405. Section 21, Township 23N, Range 5E W.M. All that portion of Section 21, Township 23N, R 5E W.M. lying Northeasterly of • the Northeasterly right-of-way line of SR-169 (Maple Valley Highway) and West of the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats, volume 39. page 39, Records of King County, Washington. Section 22, Township 23N, Range 5E W.M. All of that portion of Section 22, Township 23N, Range 5E W.M. described as follows: • All of the Northwest 4 of the Northeast 14 of said Section 22 lying Northerly of the Southerly line of the Plat of Maplewood Heights as recorded in the Book of Plats. Cip volume 78. pages 1 through 4. Records of King County, Washington. Together with the North 227.11 feet of the 'West 97.02 of the Northeast 1/� of the Northeast 4 of said Section 22. O • ' • • • • • , I 1 • jj 11' • • • 1 ` A t HAAT/OREMt 22•079)137 REV ISEDSADIEGALda III • 1- 1 • . • 1 . 1 . Exhibit B EAST RENTON INTERCEPTOR Special Assessment District Boundary i .. 1 . 1 IN-1-- 7.' .'' I 1 1 s' 4' il lit it.trpm.A. 1--,._—_,1 sv--n--.4 1 lk i •--..-4-1: SE NM St Ifack,_,C• IA L.1]- __'--,_-=---,)2 li 7- .. I 44' 1:1 1,Z-c—;;;•-•--)0 th.\ I,x, 1.2..1E ILL_1 SU! 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' 50" • 1QCO ft from t:.a :7!: corner ui ea -oc 16; ti 1) "44' uu" 115u ft . or i , to Ule ;; margin of tato Ty.ocia , 5 , ;:nu Li ruc: It Of bebInnia ; tr. 1.31-.44' u0" 1. 910 ft ; tta 3 :;°03 ' 28" 7 rt , La or 1 , Lo trke i Lilo or ' sa .!ovt ot 1 , eirg, 9 ft stri of qiineent to t:le ex- tranvntiaeion1l rt or . ay; &ism c.nanor ro t be ii.ettd: ed rt fm ad oentur 1119. CIWILOZ line JLEtributien lino L . N9 10Ccit( fU4.; ;WII : tne above .1131te esnt41 ilaa „ r...vided sranlee =Ale or rt.icrt.J pny Anu WPY intorfore vita gran- future 1..212 tr- ot , 1.-_ :;L:drsi writtan notice , at rnNtue ' s 0.Lt 711t.z. 1 * rzviong .r rt,11,1Fo !ay -ort,„I'1,.v , c . awar.lo . .1 • 43 : ,ab . lwr.rc 1.; ( . t . - ,2:72,JL:JP - . Arc= .• ranErie MIA WI. • 1,,! • • , • • I • • •• • • • I • ' 1 • .• .. .•. a, 0c•rti.a-ar.i..^_-1r.!-i w.:.:I;.ts Ss1."' - -- •'~,...L,;: is - yr` •... :, ..' -:.T f���-*• �._•. fir,-'. ,�''�.•^M' ...-:.:. C {�'• • �'i •.f 7. 4.•t Y SJ idti.ROII,. Y.•i•liltn.L : f"'-"•�•M - :• - • • F,.. ,... cam. r, ,.t,�•�. .• f• ... : ;r'•;,w�' `�' max' �"_�', - ; -.. .,`•.. :..• ._ a«-iit'ailil and En=B. BIRD. hill yet, „•• >..: a �, -u•:, ��r«MILL. imes•since RrIgr to Daoee•• • mg "•• - t - -i ��- • den and / •• : ' -AOS;:3l15R11iD0 1 �, ••� Wig•na'a rsiasse is dr Ce!4 King ,' =i• •, j , • � �`+ ar�•a.::•Tbat..pm•tion of. Ro*irment lot two (2). 'cotton ettt•ea. • •• ".ay ;tit 17116).'township twent7�three (23) north. range five (•6)Ma•pis • ' :, •-4 ••�"•• 11.X..'.171ng north of the Renton- pLe Valley County Road aid c•L east of ■ line described. as followst • •Seglnning'st a point on tne •south lino of said ■ee_ioa:•979.50 tot east of the' soutuwaet corner of said sectiuni gnaws* north• . •13t 44.65• west to tna north llae of said,dorernosnt lot R.;',' - t 'v J S•abjict tot • I. ~ ..:a`S •,. ° lieeptions and reaervettons contained in deed from tt1'' -"' '•••� �= State of Asbington under which title is olaidsd, recorded under - auditor's file So. 679888. records of 4aid county,.rhereby the i \1': 4 grantor saves, except. and reserves •11 oils. gases• coal, ores. • '•'- minerals. fosatls. eto.. together with the right to enter'upon �.J a '•,-- said linda for the p:rpos• of opening. developing atrl corking • -..�t:isine'. •ta.. provided t..at no rights shall be exercised under J •.J •4 . • • - this reservation until provision Asa Dean made t.7 the state, (,_ ,-..• its aua.eaaors or asap a. (Or full payment of all damages • • . . sustained L7 owner by reason of such entering. II. • Right r,,.-•,-,w .._ ...••ten-t !, 114, •.•••-tstn and rapair ' 4 the erla••.._ .re.r .1.... ••I••..y wh•... ....�e!a i.•w •trenerty and w,•teh '1r.1••t . f••7r••nr n •,••.••'•..•. r..f . ',lurid by the ar.n•nr,. . .4 '• . . • • ;],j` •_ •_ • Oe..1 29th dy.l .Fr11 .A.D.11t0. >> ��. l/ : F STATL or w�inK,Trnt, {/1�� �� `� soul ; -+ .a. t'• Comae 1Q30 J J / •. >alb� _ .•� ? ; • ..• .w K J.Aa.�dw a�ed Yi a to SOS/L4. 7.7. /i...ve�•• •• L-• • :i .•( w ,_,w ' ,�rre11 am Roaa X. 7arrell. his wife and A. P..B •L -- s .� iiii�ia�LLJI /rs.dsl Y owl wig ares.rl is a Idr•ee/Iwe'�f �. ` 11c.y- _Find ohs aaa»r- their .ft..aad,s,oivraesod .'4t``•••_' isrimasired;ia'' • ••i . - • ��,,,...,..... "��-• ... 11.— dsel iir.2 �I ar•'1pt114...19440�• • •� �� ,_� .:.• :-_«T~ � =_ '. R.,....�dr-� .ice. -�•-wf,. .J - •• ` •C 4'•'f +-�I1t ter— ..j.••• 1 _ - -�.L:�' ;mot - • �• - • • li • • 19991213000395 PAGE 001 OF 009 • 12/13/1999 10 25 KING COUNTY, UA CITY OF RENTON AG 16 00 WHEN RECORDED RETURN TO: Office of the City Clerk Renton City Hall 1055 South Grady Way Renton,WA 98055 DEVELOPMENT AGREEMENT • PARTIES This agreement is made and entered into this f&t.li day of Nesember, 1999, by and between the CITY OF RENTON ("City"), a municipal corporation of the State of Washington, and LA PIANTA LIMITED PARTNERSHIP, a Washington limited partnership, the owner of the parcels of property within the area covered by this development agreement("Owner") rn RECITALS 0I CD WHEREAS, the Owner made application to the City of Renton on March 31, 1999 for, Comprehensive Plan Land Use Map amendments and Zoning Map amendments of the Owner's property that is legally described as follows(the"Property") cry PARCELS 1,2,3,4,9 AND 10 CITY OF RENTON,LOT LINE REVISION, FILE can NO LUA-95-200-LLA, RECORDED IN BOOK 108 OF SURVEYS, PAGE 276, 276 A AND 276 B, UNDER RECORDING NUMBER 9604239004, RECORDS OF KING COUNTY, WASHINGTON,BEING A PORTION OF SECTION 16, TOWNSHIP 23 NORTH, RANGE S EAST,W M IN THE CITY OF RENTON, KING COUNTY, WASHINGTON, EXCEPT THAT PORTION OF SAID PARCEL 1 LYING WEST OF THE WEST LINE OF SAID SECTION 16 WHEREAS,the City has assigned City File Nos LUA 99-054 and 99-M-3 to the Owner's requests, and WHEREAS, the owner seeks to have the following-described portion of the Property(the "RO Area",which is approximately 74 05 acres in size) given a Residential Options (RO)Land Use Map designation and R-10 zoning PARCELS 1, 2,3,4,9 AND 10 CITY OF RENTON,LOT LINE REVISION, FILE NO LUA-95-200-LLA, RECORDED IN BOOK 108 OF SURVEYS, PAGE 276, DEVELOPMENT AGREEMENT--Page 1 i 276 A AND 276 B, UNDER RECORDING NUMBER 9604239004, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF SECTION 16, TOWNSHIP•23 NORTH,RANGE 5 EAST, W M IN THE CITY OF RENTON, KING COUNTY, WASHINGTON, EXCEPT THAT PORTION OF SAID PARCEL 1 LYING WEST OF THE WEST LINE OF SAID SECTION 16, AND EXCEPT THAT PORTION LYING WITHIN A PARCEL OF LAND DESCRIBED AS FOLLOWS THAT PORTION OF PARCELS 2, 4, AND 9 CITY OF RENTON, LOT LINE • REVISION, FILE NO LUA-95-200-LLA, RECORDED IN BOOK 108 OF SURVEYS, PAGE 276, 276 A AND 276 B, UNDER RECORDING NUMBER 9604239004, RECORDS OF KING COUNTY, WASHINGTON, BEING A • PORTION OF SECTION 16, TOWNSHIP 23 NORTH, RANGE S EAST, W M IN KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 16, THENCE, SOUTH 01°04'02" WEST, ALONG THE WEST LINE THEREOF, 601 36 FEET, THENCE, SOUTH 88°55'58" EAST, PERPENDICULAR TO SAID WEST LINE THEREOF, 378 15 FEET, TO THE NORTHWESTERLY LINE OF PUGET SOUND POWER AND LIGHT CO EASEMENT AS • DESCRIBED IN AN INSTRUMENT RECORDED UNDER RECORDING NUMBER 2571770,RECORDS OF KING COUNTY,WASHINGTON, AND 11.1E TRUE POINT OF BEGINNING,THENCE,NORTH 34°05'53"EAST, ALONG • SAID NORTHWESTERLY LINE, 1416 63 FEET TO A POINT ON A CURVE, THE CENTER OF WHICH BEARS SOUTH 50°15'19" WEST, THENCE ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 197 38 FEET, THROUGH A CENTRAL ANGLE OF 16°09'26",AN ARC DISTANCE OF 55 66 FEET, THENCE, NORTH 55°54'08" WEST, 958 13 FEET TO A POINT OF CURVE, THENCE NORTHWESTERLY ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 399 32 FEET, THROUGH A CENTRAL ANGLE OF rn 27° 17' 11", AN ARC DISTANCE OF 19017 FEET, THENCE, NORTH •i �; 83°11'18"WEST, 18 88 FEET,TO A POINT ON A CURVE, THE CENTER OF • • WHICH BEARS SOUTH 82°55'25"EAST,THENCE ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 2470 00 FEET, THROUGH A CENTRAL ANGLE OF 02°37'08", AN ARC DISTANCE OF 112 90 FEET TO THE EASTERLY MARGIN OF PUGET SOUND POWER.AND LIGHT CO EASEMENT AS DESCRIBED IN AN INSTRUMENT RECORDED UNDER • RECORDING NUMBER 2513101, RECORDS OF KING COUNTY, WASHINGTON, THENCE, SOUTH 26°46'02" EAST, ALONG SAID • EASTERLY MARGIN THEREOF, 163 94 FEET, THENCE, CONTINUING • • ALONG SAID EASTERLY MARGIN, SOUTH 06°20'40" EAST, 1566 43 FEET • TO THE TRUE POINT OF BEGINNING WHEREAS, the owner seeks to have the remainder of the Property(the"RPN Area", which • DEVELOPMENT AGREEMENT--Page 2 is 20 acres of the site)(the minimum size permitted under Comprehensive Plan Policy LU-57) given a Residential Planned Neighborhood (RPN) Land Use Map designation and corresponding R-14 zoning THAT PORTION OF PARCELS 2, 4, AND 9 CITY OF RENTON, LOT LINE REVISION, FILE NO LUA-95-200-LLA, RECORDED IN BOOK 108 OF SURVEYS, PAGE 276, 276 A AND 276 B, UNDER RECORDING NUMBER 9604239004, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W M IN THE CITY OF RENTON, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 16, THENCE, SOUTH 01°04'02" WEST, ALONG THE WEST LINE THEREOF, 601 36 FEET; THENCE, SOUTH 88°55'58" EAST, PERPENDICULAR TO SAID WEST LINE THEREOF, 378.I5 FEET, TO THE NORTHWESTERLY LINE OF PUGET SOUND POWER AND LIGHT CO EASEMENT AS DESCRIBED IN AN INSTRUMENT RECORDED UNDER RECORDING NUMBER 2571770, RECORDS OF KING COUNTY, WASHINGTON, AND THE TRUE POINT OF BEGINNING, THENCE, NORTH 34°05'53" EAST, ALONG SAID NORTHWESTERLY LINE, 1416 63 FEET TO A POINT ON A CURVE, THE CENTER OF WHICH BEARS SOUTH 50°15'19" WEST, THENCE ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 197.38 FEET, THROUGH A CENTRAL ANGLE OF 16°09'26", AN ARC DISTANCE OF 55.66 FEET, THENCE, NORTH 55°54'08" WEST, 958 13 FEET TO A �; POINT OF CURVE,THENCE NORTHWESTERLY ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 399.32 FEET,THROUGH A CENTRAL ANGLE OF 27° 17' 11", AN ARC DISTANCE OF 190 17 FEET, THENCE, NORTH "' • 83°11'18"WEST, 18 88 FEET,TO A POINT ON A CURVE, THE CENTER OF WHICH BEARS SOUTH 82°55'25"EAST,THENCE ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 2470 00 FEET, THROUGH A CENTRAL rn ANGLE OF 02°37'08", AN ARC DISTANCE OF 112 90 FEET TO THE T EASTERLY MARGIN OF PUGET SOUND POWER AND LIGHT CO EASEMENT AS DESCRIBED IN AN INSTRUMENT RECORDED UNDER RECORDING NUMBER 2513101, RECORDS OF KING COUNTY, WASHINGTON, THENCE, SOUTH 26°46'02" EAST, ALONG SAID EASTERLY MARGIN THEREOF, 163 94 FEET, THENCE, CONTINUING ALONG SAID EASTERLY MARGIN, SOUTH 06°20'40" EAST, 1566 43 FEET TO THE TRUE POINT OF BEGINNING WHEREAS, the major emphasis of the Owner's proposal is to provide an opportunity for a residential development with a mix of urban residential forms while maintaining a development intensity that it is roughly comparable to conventional, detached single-family development, and DEVELOPMENT AGREEMENT--Page 3 WHEREAS,to ensure that this emphasis will be achieved, the Owner has had three different analyses performed to provide baseline conditions for development restrictions to be embodied in a Development Agreement between the City and the Owner and recorded to run with the land,and WHEREAS, as the first of the three analyses, Dodds Engineers, Inc has(a)evaluated the number of conventional, detached single-family lots that could reasonably be achieved under the Property's current Residential Single Family Land Use Map designation and R-8 zoning and (b) determined that 413 such lots could reasonably be achieved, WHEREAS, .as the second of the analyses, the traffic•analysis consulting firm David I Hamlin & Associates has calculated the anticipated number of average daily trips that would be generated by 413 conventional, detached single-family residential lots as calculated under the 1997 Institute of Transportation Engineers(ITE)Manual and has determined that 3,952 average daily trips would be anticipated for that many lots, WHEREAS, as to the third of the analyses, Dodds Engineers, Inc has (a) reviewed the detailed stormwater detention calculations for the "Cedar Crest Manufactured Home Park" (a development proposal that was previously-approved for the Property and still vested)to determine the amount of impervious surface that was anticipated for the Property under that development proposal and (b) determined from its review of those calculations that a total of 45 04 acres of impervious surface were anticipated for Cedar Crest, WHEREAS, staff members of the City's Department of Economic Development and Neighborhood Strategic Planning and of the City's Department of Planning/BuildingiPublic Works have reviewed the three above-referenced analyses and concur with their conclusions, rn WHEREAS, in view of those three analyses, the Owner is willing to have the requested o comprehensive plan designations and zoning be granted subject to a Development Agreement that m would embody the following site-specific restrictions(the"Site-Specific Restrictions") (1) Permitted residential development in the RO Area and RPN Area would be limited so that the number and type of residential units would not be expected rn to generate more than 3,952 average daily trips as calculated under the 1997 Institute of Transportation Engineers(ITE)Manual, (2) Permitted residential development in the RO Area and RPN Area would be limited so that the total impervious surface coverage due to development would not be allowed to exceed a total of 45 04 acres, (3) The overall number of residential units of any type could not exceed 460 units, (4) The overall number of flats (which would only be constructed in the RPN DEVELOPMENT AGREEMENT--Page 4 , _ • Area)could not exceed 78 units and the number of flats in any such building could not exceed 6 units,and (5) The residential density of the portion of the RPN Area lying within Aquifer • Protection Zone 1 shall be limited to 10 dwelling units per acre WHEREAS, the PlanningCommission held apublic hearingabout the proposed Comprehensive Plan Map Amendments and Zoning Map Amendments and the associated development agreement on July 14, 1999; and WHEREAS, the City Council adopted a Planning and Development Committee report on September 27, 1999, WHEREAS,this development agreement has been presented at a public hearing before the City Council held on the 11th day of October, 1999, and, WHEREAS,the City Council has taken into account the public comment presented at that public hearing,and WHEREAS, this development agreement has been reviewed and approved by the City Council of the City of Renton, Washington; and WHEREAS, this development agreement appears to be in the best interests of the citizens of the City of Renton,Washington, NOW,THEREFORE, the parties do agree as follows r.:' SECTION 1. AUT1iORITY Pursuant to RCW 36 70B 170(1), the City and persons with ownership or control of real. property are authorized to enter into a development agreement setting forth development standards and any other provisions that shall apply to, govern, and vest the development, use, and mitigation 0 of the development of the real property for the duration of such development agreement SECTION 2. SUBJECT PROPERTIES A. Illustrative Map: The Property and the RO Area and RPN Area that comprise it are graphically represented in the drawing attached as Exhibit A B. King County Property Identification Numbers: The following list indicates the King County Property Identification Numbers applicable at the time of this development agreement 172305-9171-03, 162305-9007-04, 162305-9009-02, 162305-9010-09, 162305- 9006-05 and 162305-9061-10 DEVELOPMENT AGREEMENT--Page 5 SECTION 3. COMPREAENSIVE PLAN MAP DESIGN ATIONS AND ZONING: A. Comprehensive Plan Map Designations: The parties agree that, subject to the Site- Specific Restrictions listed on page 4, above, (1) the RO Area shall have a Residential • Options (RO) Land Use Map designation and (2) the RPN Area shall have a Residential • Planned Neighborhood(RPN)Land Use Map designation B. Zoning: The parties further agree that, subject to the Site-Specific Restrictions listed on page 4, above,•(1)the RO Area shall have an R-10 zoning classification and (2) the RPN Area shall have an R-14 zoning classification SECTION 4. EFFECT OF DEVELOPMENT AGREEMENT Unless amended or terminated,this Development Agreement is enforceable during its term by a party to this Development Agreement,provided, however, only the City may enforce the Site- Specific Restrictions Development of the Property shall not be subject to a new zoning ordinance or an amendment to a zoning ordinance or development standard adopted by the City after The effective date of this Development Agreement, unless(a) otherwise provided in this Development Agreement or(b)agreed to by the owner(s)of any of the portion(s)of the Property to which such new zoning ordinance or an amendment to a zoning ordinance or development standard shall apply Any development permit or approval issued by the City for the Property after execution of this Development Agreement must be consistent with this Development Agreement SECTION 5. AUTHORITY RESERVED Cr, Pursuant to RCW 36 70B 170(4)the City reserves its authority to impose new or different CO regulations to the extent required by a serious threat to public health and safety c., SECTION 6. RECORDING m Pursuant to RCW 36 70B 190,this development agreement shall be recorded with the real s property records of King County During the term of the development agreement, the agreement is binding on the parties and their successors SECTION 7. TERM This development agreement runs in perpetuity with the Properties, unless amended or rescinded by the City Council in accordance with the procedures of Section 8, below With respect to any portion(s)of the Property that are not developed, the parties to this development agreement agree to evaluate the agreement periodically, but not less than every ten (10) years Where appropriate,periodic review of the development agreement shall generally coincide with the City's evaluation of its entire Comprehensive Plan every ten years, pursuant to RMC Title 4 in effect at the time of this agreement, or as thereafter amended. DEVELOPMENT AGREEMENT--Page 6 w J`' • t•a • SECTION 8. AMENDMENT The provisions of this agreement may only be amended with the mutual consent of the parties,provided,however,that the owner(s)of portion(s)of the Property shall be entitled to amend the development agreement from time-to-time (with the consent of the City) as it relates to their portion(s)of the Property No additions or alterations of the terms of this agreement shall be valid unless made in writing and formally approved and executed by the duly authorized agents of the City and of the owner(s)of the portion(s)of the Property to which such amendment(s)relate The City shall consider proposed amendments to the development agreement after a public hearing by the designated hearing body, and any amendments shall be adopted by ordinance or resolution of the City Council, and thereafter recorded. fr DATED this I&h day of �1999 C ! RENTON By: f Je•'Tanner, Mayor cn Attest _✓ Marilyn J er en, City Clerk Approved as to Form Oleativol/142. te Cr) • rn Lawrence J Warren, Ci y Attorney LA PIANTA LIMITED PARTNERSHIP, a Washington limited partnership By METRO LAND DEVELOPMENT, INC, a Washington corporation, its General Partner 'i/pA9 M A Segale, 14ident Date DEVELOPMENT AGREEMENT--Page 7 — STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that on the 6 day ofNevember, 1999 JESSE TANNER appeared before me and acknowledged that he signed the instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Mayor of the City of Renton, the Washington municipal corporation that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said City for the uses and purposes therein mentioned,and on oath stated that he was authorized to execute such instrument, and that the seal affixed, if any, is the corporate seal of said City Dated 1" '9°‘ Signature obi D n ,, •Title �X� My Appointment Expires o STATE OF WASHINGTON ) "' )ss c=+ d COUNTY OF KING ) I certify that I know or have satisfactory evidence that M.A SEGALE is the person who appeared c+ before me and acknowledged that he signed the instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as president of METRO LAND DEVELOPMENT, INC , a Washington corporation, in its capacity as the general partner of LA PIANTA LIMITED PARTNERSHIP, a Washington limited partnership,to be the free and voluntary act of such limited partnership for the uses and purposes mentioned in the instrument .,,,``s‘‘‘`,‘,' f v1'�' � / / N A. Phi�1�t Dated G�'NA 1. =5P.....••., tt t t� 0/1L" .F o�kkOTARr ,': /S • r//frxeri../ ; ; N: PUBLIC, I Title ���tq� ' r L 20al'•C �s My Appootment Expires ttt,, b\C e F\2009\040\dv.agrmt�Agn t F6 DEVELOPMENT AGREEMENT--Page 8 ••1w EXHIBIT A COMPREHENSIVE PLAN AMENDMENT 99—M--3 RS to RO and RPN - z 1 <:c a.) 0 0 1...., IVO* RO [ RPN . . Cri I Cr) IT 0 0 ..."-'•." CV, 4.-. RO c..... .--- cri CP iff CP 0 i v RC (no change) 0J, . 0 IVIIIIIM1114/ .....T 'WM. Land use designation boundary 0 500 1,000 2.,Aiii Neighborhoods & Strategic Planning milmell."1"1...i....:. 44,11 ED/N/sP 0. Dennison 1:6,000 4 i a o labor IDD9 . ilai, c (7.*-- nmi i —c-,‘ thib t] ..,1'il 11 ',-72 Li El L3 L 2 L :IL) • -- -'LWuUy 14400UUI 137 22 ti I iSji�^a < 'g r. ;.>r i N i • -Ia 7C alSE I lk 0 • 1;14 i Z k, 8 . ,.,. . , •DECLARATION OF LOT LNE ADJUSTMENT :' • LEGAL DE9CRFrTION 1 II 1 8 a 1 C> .. 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Q(7 7 NM MO " � mLY6 ' RENTON, WASHINGTON aww air 5 �;~L 5 N ,v Zz/ LS / ;�, ) o000o • h/hOQOOZ caulL'v 1, • •1 • 1.: • - 1 • • BARGAIN AND SALE DEED GRANTOR, PIANTA LLC, a Washington limited liabilitycompan , successor by merger to LA PIANTA LIMITED PARTNERSHIP, as part of an I R C Section 1031 Tax Deferred Exchange, bargains, sells and conveys to LIBERTY RIDGE LLC , a Washington limited liability company (Grantee) the following- described real property situated in King County, Washington Lots 1, 3, 4, 7 and 8 of City of Renton Boundary Line Adjustment No LUA-00-020-LLA as per plat recorded in the real property records of King County, Washington, under recording number 20000414900001, Situate in the City of Renton, County of King, State of Washmgton (collectively, the"Property"), , Except that Grantor does convey and warrant to Grantee that portion, if any, of the Property that is descnbed in deeds recorded m the records of King County, Washington, under recording numbers 8804180647, 9610301312 and 9605141151, CNJ All of the foregoing being subject to those matters set forth on EXHIBIT A attached to and by this reference incorporated into and made a part of this Deed, and Together with a perpetual, non-exclusive easement for the benefit of Grantee and the Property in, under and through that portion of Lot 2 of City of Renton Boundary Line Adjustment No LUA-00-020-LLA as defined above that is described on EXHIBIT B attached to and by this reference incorporated into and made a part of this Deed, to use, maintain and repair that portion of the existing stormwater drainage system that is located within Lot 2 (the"Drainage Easement"), this grant of easement being subject to all matters of record as of the date of this Deed(the foregoing easement is intended to accommodate storm water runoff generated by the Property and by future development thereof and shall run with the Property), and Reserving, however, to Grantor, for the benefit of Grantor and the remainder of the property described in City of Renton Boundary Line Adjustment No LUA-00- 020-LLA as defined above, (a)perpetual, non-exclusive easements for ingress, egress, and utilities on, in, over, under and through that portion of the Property that is descnbed on EXHIBIT C to this Deed (the "Ingress, Egress and Utility Easements"), and(b) perpetual, non-exclusive easements for utilities on, in, over, under and through DEED PAGE 1 124267-00121S8001696 435110 4/27/00 • that portion of the Property that is described on EXHIBIT D (the"Utility Easements")(the utility easements reserved in this Deed specifically exclude, however, the nght to install or maintain utility poles or overhead utility lines) The locations of the Ingress, Egress and Utility Easements and of the Utility Easements are based on Grantee's current estimate of the ultimate locations of certain street nghts- of-way and utility easements for a planned subdivision of the Property If the ultimate locations of those street nghts-of-way prove to be different than the locations of the Ingress, Egress and Utility Easements described on EXHIBIT C as evidenced in a preliminary or final plat approved by the City of Renton, or if the ultimate locations of those utility easements prove to be different than the locations of the Utility Easements described on EXHIBIT D as evidenced in a preliminary or final plat approved by the City of Renton, then those portion(s) of the Ingress, Egress and Utility Easements and/or the Utility Easements, as the case may be, that prove to be different shall be relocated to conform to the location(s) specified in the approved preliminary or final plat, as the case may be, subject, however, to Grantor's and Grantee's approval,.not to be unreasonably withheld, conditioned or delayed Grantor hereby assigns to Grantee, without recourse or warranty of any kind, any nghts it may have under the Sewer Easement and Agreement dated December 9, 0 1996 between La Pianta Limited Partnership as grantor and The City of Renton as Lrl grantee recorded in the real property records of King County, Washington under recording number 9702191181 (the"Easement Agreement") to the extent that those cn rights (I)pertain to the Property, and(2) pertain to performance that is due from The City of Renton at any time from and after the date of this Deed Grantee hereby assumes the obligations of Grantor under the Easement Agreement with respect to the . Property (but not with respect to other properties described therein), and shall indemnify and hold Grantor harmless from any liability or damages arising out of the . Easement Agreement to the extent that any such liability or damages pertains to both (1) the Property, and (2) events occurring from and after the date of this Deed DATED this 06 day of ,44)e ` , 2000. LA PIANTA LLC, a Washington limited liability company By METRO LAND DEVELOPMENT, INC, its Manager M A Segale,,Pres ent • DEED I24267-00121SB001696 435110 4/27/00 • "•1(•A II Agreed and Accepted LIBERTY RIDGE LLC , a Washington limited liability company By jr-ru-elel, etZ Donald J Me o, Manager t-- Lc-) c-, cni • DEED PAGE 3 • [24267.0012/SB003696 435110 4/27/00 • • • STATE OF WASHINGTON ) ss COUNTY OF KING ) On this ateday of Qa , 2000, before me, the undersigned, a Notary Public in and for the Stat of Washington, duly commissioned and sworn, personally appeared M A Segale, to me known to be the person who signed as President of Metro Land Development, Inc , Manager of La Pianta LLC, the limited liability company that executed the within and foregoing instrument, and • acknowledged said instrument to be the free and voluntary act and deed of said corporation and of said limited liability company for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument on behalf of the corporation and that the corporation was authorized to execute said instrument on behalf of the limited liability company • IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year first above written �•''.`N A PH 1I1� �'' • P�.,.......,fl�Ili. 5%0N '•.y �� \OTARY •: ', • ature of ary) •VrA146.; cchf/771 4 �i*•.1'q,, i 2 0 0'`a"A;r (Print or stamp name of Notary) y Itc f iiiO,, NOTARY PUBLIC.in and the of Washington, residing at ArS My appointment expires STATE OF WASHINGTON ) ) ss • • COUNTY OF KING ) On this / day of , 2000, before me, the undersigned, a Notary Public in and for the Stat of Washington, duly commissioned and sworn, personally appeared Donald J Merlino, to me known to be the person who signed as Manager of Liberty Ridge L L C , a Washington limited liability company, the limited DEED PAGF4 (24267.0012/Vi3003696 435110 4/27100 • • t - ,-"rA liability company that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said of said limited liability company for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument on behalf of the limited liability company. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year first above written `-- ALEX $. GALLOWAY STATE OF WASHINGTON (Signature of i7t -la.liry) NOTARY--•-- PUBLIC Alex B tralwrhry MY COMMISSION EXPIRES 5-22-02 (Pnnt or stamp name of Notary) NOTARY PUBLIC in and for the State of Washington, residing at Apa ..e/ My appointment expires J•X 11•-401/•• • DEED PAGE S (24267.0012./0003696 435110 4/27/00 • ;1 w • EXHIBIT A Exceptions to Title 1 Nondelmquent taxes (including ad•valorem taxes, noxious weed charges and conservation service charges) and assessments 2 All covenants, conditions, restrictions, reservations, easements and other servitudes, if any, disclosed by Lot Line Adjustment No LUA-95-200-LLA, recorded in the records of King County, Washington, under Recording No 9604239004, and any nghts or benefits that may be disclosed by the foregoing that affect land outside of the boundaries of the Property 3 Easement recorded in the records of King County, Washington, under Recording No 2513101 (Book 1421 of Deeds, Page 270) 4 Easement recorded in the records of King County, Washington, under Recording No 2571770 (Book 1455 of Deeds, Page 174), as amended by instrument Ln recorded in the records of King County, Washington, under Recording No c=) 7507280726 5 Easement recorded in the records of King County, Washington, under Recording No 3425304 6 Reservations contained in deeds from the State of Washington recorded in the records of King County, Washington, under Recording Nos 2060096, 4264136, 4592023, 679888, 3201134 and 3875580, reserving to the grantor all oil, gases, coal, ores, minerals, fossils, etc , and the right of entry for opening, developing and working the same, and providing that such nghts shall not be exercised until provision has been made for full payment of all damages sustained by reason of such entry, and right of the State of Washington or its successors, subject to payment of compensation therefor, to acquire rights-of-way for pnvate railroads, skid roads, flumes, canals, water courses or other easements for transportmg and moving timber, stone, minerals and other products from this and other land, as reserved in the foregoing deeds 7 Unrecorded agreement and the terms and conditions thereof between Thomas F McMahon, Personal Representative of the Estate of John C Edwards and the Estate of Anna G McMahon, deceased, and Rainier Sand and Gravel Inc , and the City of Renton, as disclosed in King County Probate Cause No E236708, regarding maintenance and drainage 8 Agreement and the terms and conditions thereof recorded in the records of King County, Washington, under Recording No 9702191181 DEED PACE 6 [24267.0012/S13003696 435110 4/27/00 1 • 9 Ordinance and the terms and conditions thereof recorded in the records of King County, Washington, under Recording No 9606210966 10 Easement recorded in the records of King County, Washington, under Recording No 3353433 11 Reservations contained in deed recorded in the records of King County, Washington, under Recording No 3099834 • 12 Agreement and the terms and conditions thereof recorded in the records of King County, Washington, under Recording No 19991213000395 13. Terms and conditions of City of Renton County Line Adjustment No LUA-00- 020-LLA as per plat recorded in the records of King County, Washington, under Recording No 20000414900001 C U (`! DEED PAGF 7 [24267-0012/S13003696 415110 4/27100 EXHIBIT B LEGAL DESCRIPTION OF THE DRAINAGE EASEMENT THAT PORTION OF LOT 2, CITY OF RENTON LOT LINE ADJUSTMENT NO LUA-00-020- LLA,ACCORDING TO THE LOT LINE ADJUSTMENT RECORDED IN BOOK 137 OF SURVEYS AT PAGES 22,22A, 22B,22C AND 22D UNDER KING COUNTY RECORDING NO 20000414900001, BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 17, THE WEST HALF OF THE NORTHWEST QUARTER AND THE NORTH HALF OF THE SOUTHWEST QUARTER OF SECTION 16, ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST W M IN KING COUNTY, WASHINGTON LYING WITHIN THE FOLLOWING TRACT OF LAND COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 16, THENCE NORTH 01°05'10" EAST, ALONG THE WEST LINE OF SAID SECTION 16 A DISTANCE OF 1214 11 FEET, THENCE SOUTH 88°54'50" EAST 271 52 FEET TO THE SOUTH LINE OF SAID LOT 2 AND THE TRUE POINT OF BEGINNING, cp THENCE SOUTH 72°22'19" EAST ALONG SAID SOUTH LINE 138 67 FEET, v..: THENCE NORTH 01°45'22" EAST 227 62 FEET, THENCE NORTH 23°45'49"WEST 193 93 FEET, • THENCE SOUTH 74°33'01"WEST 103 71 FEET, THENCE SOUTH 08°39'55" EAST 343 36 FEET TO THE POINT OF BEGINNING • DEED PACE.6 [24267.0012/S13003696 413110 �; ✓ 4/27/00 • ", EXHIBIT C LEGAL DESCRIPTION OF THE INGRESS,EGRESS AND UTILITY EASEMENTS THOSE PORTIONS OF LOTS 1, 4,AND 8, CITY OF RENTON LOT LINE ADJUSTMENT NO LUA-00-020-LLA,ACCORDING TO THE LOT LINE ADJUSTMENT RECORDED IN BOOK 137 OF SURVEYS AT PAGES 22,22A,22B,22C AND 22D UNDER KING COUNTY RECORDING NO 20000414900001, BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 17, THE WEST HALF OF THE NORTHWEST QUARTER AND THE NORTH HALF OF THE SOUTHWEST QUARTER OF SECTION 16,ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST W M IN KING COUNTY,WASHINGTON, LYING WITHIN THE FOLLOWING 7 TRACTS OF LAND TRACT NO. I A STRIP OF LAND 58 00 FEET 1N WIDTH BEING 29 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 16, THENCE NORTH 01°05'10'EAST,ALONG THE WEST LINE OF SAID SECTION 16 A Lc) DISTANCE OF 1220 09 FEET, THENCE SOUTH 88°54'50"EAST 79 29 FEET TO THE CENTERLINE OF EDMONDS c ' AVENUE NE AS RECORDED UNDER AUDITOR'S FILE NUMBER 20000119000765,AND THE c� C4 TRUE POINT OF BEGINNING OF THIS CENTERLINE, THENCE SOUTH 82°45'26"EAST 51 97 FEET TO A POINT OF CURVE, THENCE SOUTHEASTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 410 00 FEET,THROUGH A CENTRAL ANGLE OF 26°51'19",AN ARC DISTANCE OF 192 17 FEET, THENCE SOUTH 55°54'07"EAST 51 84 FEET TO A POINT HEREINAFTER CALLED "POINT A",AND THE TERMINUS OF THIS DESCRIBED CENTERLINE EXCEPT THAT PORTION OF TRACT NO 1 LYING WITHIN EDMONDS AVENUE NE TRACT NO. 2 A STRIP OF LAND 50 00 FEET IN WIDTH BEING 25 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT A", THENCE SOUTH 55°54'07"EAST 216 00 FEET TO A POINT HEREINAFTER CALLED POINT B", DEED [ PAGES I24267-0012ISfl 3696 435110 11 f": F" -) 4/27/00 • t'!n I ' EXHIBIT C LEGAL DESCRIPTION OF THE INGRESS, EGRESS AND UTILITY EASEMENTS THOSE PORTIONS OF LOTS 1, 4,AND 8, CITY OF RENTON LOT LINE ADJUSTMENT NO LUA-00-020-LLA, ACCORDING TO THE LOT LINE ADJUSTMENT RECORDED IN BOOK 137 OF SURVEYS AT PAGES 22, 22A,22B, 22C AND 22D UNDER KING COUNTY RECORDING NO 20000414900001, BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 17,THE WEST HALF OF THE NORTHWEST QUARTER AND THE NORTH HALF OF THE SOUTHWEST QUARTER OF SECTION 16,ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST W M IN KING COUNTY, WASHINGTON, LYING WITHIN THE FOLLOWING 7 TRACTS OF LAND TRACT NO. 1 A STRIP OF LAND 58 00 FEET IN WIDTH BEING 29 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 16, c-, THENCE NORTH 01°0510'EAST, ALONG THE WEST LINE OF SAID SECTION 16 A Le) DISTANCE OF 1220 09 FEET, THENCE SOUTH 88°54'50"EAST 79 29 FEET TO THE CENTERLINE OF EDMONDS c ' AVENUE NE AS RECORDED UNDER AUDITOR'S FILE NUMBER 20000119000765,AND THE TRUE POINT OF BEGINNING OF THIS CENTERLINE, THENCE SOUTH 82°45'26"EAST 51 97 FEET TO A POINT OF CURVE, THENCE SOUTHEASTERLY ON SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 410 00 FEET,THROUGH A CENTRAL ANGLE OF 26°51'19",AN ARC DISTANCE OF 19217 FEET, THENCE SOUTH 55°54'07"EAST 51 64 FEET TO A POINT HEREINAFTER CALLED "POINT A",AND THE TERMINUS OF THIS DESCRIBED CENTERLINE EXCEPT THAT PORTION OF TRACT NO 1 LYING WITHIN EDMONDS AVENUE NE TRACT NO. 2 A STRIP OF LAND 50 00 FEET IN WIDTH BEING 25 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT A", THENCE SOUTH 55°54'07"EAST 216 00 FEET TO A POINT HEREINAFTER CALLED POINT B", "- DEED PAGE 9 [24267-0012/S8003696 433110 I _' 4/27/00 A THENCE CONTINUING SOUTH 55°54'07"EAST 632 84 FEET TO A POINT HEREINAFTER CALLED POINT C"AND THE TERMINUS OF THIS DESCRIBED CENTERLINE TRACT NO. 3 A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT C", THENCE SOUTH 55°54'07"EAST 49 83 FEET TO A POINT OF CURVE, THENCE SOUTHERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200 00 FEET,THROUGH A CENTRAL ANGLE OF 56°58'52",AN ARC DISTANCE OF 198 90 FEET, r- THENCE SOUTH 01°04'44"WEST 79 77 FEET TO THE SOUTHEASTERLY LINE OF SAID LOT 1 AND THE TERMINUS OF THIS DESCRIBED CENTERLINE THE SIDELINES OF SAID TRACT NO 3 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE SOUTHEASTERLY LINE OF SAID LOT 1 Ln TRACT NO. 4 A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT THE AFORMENTIONED'POINT A", THENCE NORTH 34°05'53"EAST 6713 FEET TO THE NORTHERLY LINE OF SAID LOT 1 AND THE TERMINUS OF THIS DESCRIBED CENTERLINE THE SIDE LINES OF SAID TRACT NO 4 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE NORTHERLY LINE OF SAID LOT 1 TRACT NO. 5 A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT B", THENCE NORTH 34°05'52"EAST 85 35 FEET TO A POINT OF CURVE, THENCE NORTHERLY ON SAID CURVE TO THE LEFT HAVING A RADIUS OF 604 00 FEET,THROUGH A CENTRAL ANGLE OF 21°03'40",AN ARC DISTANCE OF 222 02 FEET TO THE NORTHERLY LINE OF SAID LOT 8 AND THE TERMINUS OF THIS DESCRIBED CENTERLINE THE SIDE LINES OF SAID TRACT NO 5 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE NORTHERLY LINE OF SAID LOT 8 DEED PAGE 10 [24267 0012/SA003696 433]10 4127/00 4A TRACT NO. 6 A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 4, THENCE NORTH 03°40'16"WEST ALONG THE EASTERLY LINE THEREOF 574 45 FEET, THENCE CONTINUING ALONG SAID EASTERLY LINE NORTH 88°19'44"EAST 19 96 FEET, THENCE CONTINUING ALONG SAID EASTERLY LINE NORTH 03°40'16"WEST 21 00 FEET TO A POINT HEREINAFTER CALLED"POINT D"AND THE TRUE POINT OF BEGINNING OF THIS CENTERLINE, I`� THENCE SOUTH 86°19'44"WEST 236 18 FEET TO A POINT OF CURVE, Imo, I,-- THENCE NORTHERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 55 00 FEET,THRU A CENTRAL ANGLE OF 97°46'09",AN ARC DISTANCE OF 93 85 FEET, I Ln r ' THENCE NORTH 04°05'53"EAST 7514 FEET TO A POINT OF CURVE, THENCE NORTHEASTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150 00 FEET,THRU A CENTRAL ANGLE OF 30°00'00",AN ARC DISTANCE OF 78 54 FEET, THENCE NORTH 34°05'53"EAST 101 35 FEET TO A POINT HEREINAFTER CALLED "POINT E", THENCE NORTH 55°54'07"WEST 184 16 FEET TO A POINT OF CURVE, THENCE NORTHWESTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 205 00 FEET, THRU A CENTRAL ANGLE OF 01° 57'08",AN ARC DISTANCE OF 6 99 FEET, THENCE SOUTH 36°03'01"WEST 37 61 FEET TO A POINT OF CURVE, THENCE WESTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200 00 FEET, THRU A CENTRAL ANGLE OF 71°24'37",AN ARC DISTANCE OF 249 27 FEET, THENCE NORTH 72°32'22"WEST 121 80 FEET TO A POINT OF CURVE, THENCE WESTERLY ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 200 00 FEET, THRU A CENTRAL ANGLE OF 23°48' 18",AN ARC DISTANCE OF 83 09 FEET TO THE WESTERLY LINE OF SAID LOT 1 AND THE CENTERLINE OF SE 3RD STREET AS DEPICTED ON THE PLAT OF LA COLINA ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 193 OF PLATS AT PAGES 17 THROUGH 29, RECORDS OF KING COUNTY, WASHINGTON AND THE TERMINUS OF THIS CENTERLINE •DEED PAGE 11 124267-0012:S W 03696 435110 4/27/00 2 • + A � 1 THE SIDE LINES OF SAID TRACT NO 6 TO BE EXTENDED OR SHORTENED TO MEET AT ANGLE POINTS AND TO TERMINATE AT THE EASTERLY LINE OF SAID LOT 4 AND THE WESTERLY LINE OF SAID LOT 1 TRACT NO. 7 A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT"D", THENCE ALONG THE EASTERLY LINE OF SAID LOT 4 THE FOLLOWING COURSES AND DISTANCES THENCE NORTH 03°40'16"WEST 21 00 FEET TO A POINT ON A CURVE,THE CENTER WHICH BEARS NORTH 03°40' 16"WEST,25 00 FEET, THENCE NORTHERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 94° 52'41",AN ARC DISTANCE OF 41 40 FEET TO A POINT OF COMPOUND CURVE,THE CENTER WHICH BEARS SOUTH 88°47'35"EAST,245 00 FEET, c- THENCE NORTHERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 44° 35'50",AN ARC DISTANCE OF 190 70 FEET TO A POINT OF COMPOUND CURVE, THE CENTER WHICH BEARS SOUTH 44° 11'45"EAST,25 00 FEET, . . c THENCE SOUTHEASTERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 96°48'43",AN ARC DISTANCE OF 42 24 FEET, THENCE SOUTH 37°23'02"EAST 36 31 FEET, THENCE NORTH 52°36'58"EAST 21 00 FEET TO THE TRUE POINT OF BEGINNING OF THIS CENTERLINE, THENCE LEAVING SAID EASTERLY LINE NORTH 37°23'02"WEST 256 68 FEET TO A POINT OF CURVE, THENCE NORTHWESTERLY AND SOUTHWESTERLY ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 55 00 FEET,THRU A CENTRAL ANGLE OF 108°31'05",AN ARC DISTANCE OF 10417 FEET, THENCE SOUTH 34°05'53"WEST 149 18 FEET TO THE AFOREMENTIONED"POINT E" AND THE TERMINUS OF THIS CENTERLINE THE SIDE LINES OF SAID TRACT NO 7 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE EASTERLY LINE OF SAID LOT 4 DEED PAGE 12 [24267-00121S8003696 433[10 4/27/00 I , EXHIBIT D LEGAL DESCRIPTION OF THE UTILITY EASEMENTS THOSE PORTIONS OF LOTS 1, 4,AND 8, CITY OF RENTON LOT LINE ADJUSTMENT NO LUA-00-020-LLA,ACCORDING TO THE LOT LINE ADJUSTMENT RECORDED IN BOOK 137 OF SURVEYS AT PAGES 22,22A,228,22C AND 22D UNDER KING COUNTY RECORDING NO 20000414900001, BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 17,THE y WEST HALF OF THE NORTHWEST QUARTER AND THE NORTH HALF OF THE SOUTHWEST ' QUARTER OF SECTION 16,ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST W M IN KING COUNTY, WASHINGTON, LYING WITHIN THE FOLLOWING 13 TRACTS OF LAND TRACT NO. 1 • A STRIP OF LAND 10 00 FEET IN WIDTH THE NORTHEASTERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH AND 29 00 FEET SOUTHWESTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 16, THENCE NORTH 01°05'10"EAST,ALONG THE WEST LINE OF SAID SECTION 16 A DISTANCE OF 1220 09 FEET, c, ca `" THENCE SOUTH 88°54'50'EAST 79 29 FEET TO THE CENTERLINE OF EDMONDS AVENUE NE AS RECORDED UNDER AUDITOR'S FILE NUMBER 200001.19000765,AND THE TRUE POINT OF BEGINNING OF THIS LINE, THENCE SOUTH 82°45'26"EAST 51 97 FEET TO A POINT OF CURVE, THENCE SOUTHEASTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 410 00 FEET,THROUGH A CENTRAL ANGLE OF 26°51'19", AN ARC DISTANCE OF 192 17 FEET, THENCE SOUTH 55°54'07"EAST 51 84 FEET TO A POINT HEREINAFTER CALLED "POINT A',AND THE TERMINUS OF THIS DESCRIBED LINE EXCEPT THAT PORTION OF TRACT NO 1 LYING WITHIN EDMONDS AVENUE NE TRACT NO. 2 A STRIP OF LAND 10 00 FEET IN WIDTH THE NORTHEASTERLY LINE OF WHICH IS PARALLEL WITH AND 25 00 FEET SOUTHWESTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT AFOREMENTIONED"POINT A", THENCE SOUTH 55°54'07" EAST 216 00 FEET TO A POINT HEREINAFTER CALLED POINT B", ,-.- . DEED PAGE 13 (24267.00121S11003696 435110 I 4/27/00 I , • . II THENCE CONTINUING SOUTH 55°54'07"EAST 632 84 FEET TO A POINT HEREINAFTER CALLED POINT C"AND THE TERMINUS OF THIS DESCRIBED LINE TRACT NO. 3 A STRIP OF LAND 10 00 FEET IN WIDTH THE NORTHEASTERLY AND EASTERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH AND 21 00 FEET SOUTHWESTERLY AND WESTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT AFOREMENTIONED"POINT C", THENCE SOUTH 55°54'07"EAST 49 83 FEET TO A POINT OF CURVE, THENCE SOUTHERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200 00 • FEET,THROUGH A CENTRAL ANGLE OF 56°58'52",AN ARC DISTANCE OF 198 90 FEET, THENCE SOUTH 01°04'44"WEST 79 77 FEET TO THE SOUTHEASTERLY LINE OF SAID LOT 1 AND THE TERMINUS OF THIS DESCRIBED LINE r -- THE SIDE LINES OF SAID TRACT•NO 3 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE SOUTHEASTERLY LINE OF SAID LOT 1 I c� TRACT NO. 4 ,r> A STRIP OF LAND 10 00 FEET IN WIDTH THE SOUTHWESTERLY LINE OF WHICH IS PARALLEL WITH AND 25 00 FEET NORTHEASTERLY OF THE FOLLOWING DESCRIBED LINE G: ' BEGINNING AT AFOREMENTIONED"POINT A', THENCE SOUTH 55°54'07"EAST 216 00 FEET TO A POINT HEREINAFTER CALLED POINT B", THENCE CONTINUING SOUTH 55°54'07" EAST 632 84 FEET TO A POINT HEREINAFTER CALLED POINT C"AND THE TERMINUS OF THIS DESCRIBED LINE, EXCEPT THAT PORTION OF TRACT NO 4 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND • A STRIP ON LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT THE AFOREMENTIONED"POINT A", THENCE NORTH 34°05'53"EAST 8713 FEET TO THE NORTHERLY LINE OF SAID LOT 1 AND THE TERMINUS OF THIS DESCRIBED CENTERLINE, AND EXCEPT THAT PORTION OF TRACT NO 4 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND DEED PACE 14 124267-001210003696 435110 4'27/00 sr ' 4 A 1 . A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE , BEGINNING AT AFOREMENTIONED "POINT B", THENCE NORTH 34°05'52" EAST 85 35 FEET TO A POINT OF CURVE, THENCE NORTHERLY ON SAID CURVE TO THE LEFT HAVING A RADIUS OF 604 00 FEET,THROUGH A CENTRAL ANGLE OF 21°03'40",AN ARC DISTANCE OF 222 02 FEET TO THE NORTHERLY LINE OF SAID LOT 8 AND THE TERMINUS OF THIS DESCRIBED • CENTERLINE TRACT NO. 5 A STRIP OF LAND 10 00 FEET IN WIDTH THE SOUTHWESTERLY AND WESTERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH AND 21 00 FEET NORTHEASTERLY AND EASTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT AFOREMENTIONED"POINT C", THENCE SOUTH 55°54'07" EAST 49 83 FEET TO A POINT OF CURVE, THENCE SOUTHERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200 00 o FEET,THROUGH A CENTRAL ANGLE OF 56°58'52",AN ARC DISTANCE OF 198 90 FEET, THENCE SOUTH 01°04'44"WEST 79 77 FEET TO THE SOUTHEASTERLY LINE OF SAID LOT 1 AND THE TERMINUS OF THIS DESCRIBED LINE THE SIDE LINES OF SAID TRACT NO 5 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE SOUTHEASTERLY LINE OF SAID LOT 8 TRACT NO. 6 A STRIP OF LAND 10 00 FEET IN WIDTH THE SOUTHEASTERLY LINE OF WHICH IS PARALLEL WITH AND 21 00 FEET NORTHWESTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT THE AFOREMENTIONED`POINT A", . THENCE NORTH 34°05'53"EAST 67 13 FEET TO THE NORTHERLY LINE OF SAID LOT 1 AND THE TERMINUS OF THIS DESCRIBED LINE, EXCEPT THAT PORTION OF TRACT 6 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND A STRIP OF LAND 58 00 FEET IN WIDTH BEING 29 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 16, DEED Cr PAGF 15 [24267-0012/S13003696 435]10 u 4/27/00 ' a • THENCE NORTH 01°05'10" EAST,ALONG THE WEST LINE OF SAID SECTION 16 A DISTANCE OF 1220 09 'FEET, THENCE SOUTH 88°54'50"EAST 79 29 FEET TO THE CENTERLINE OF EDMONDS AVENUE NE AS RECORDED UNDER AUDITOR'S FILE NUMBER 20000119000765, AND THE TRUE POINT OF BEGINNING OF THIS CENTERLINE, THENCE SOUTH 82°45'26"EAST 51 97 FEET TO A POINT OF CURVE, THENCE SOUTHEASTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 410 00 FEET,THROUGH A CENTRAL ANGLE OF 26°51'19",AN ARC DISTANCE OF 192 17 FEET, THENCE SOUTH 55°54'07"EAST 51 64 FEET TO THE AFOREMENTIONED"POINT A' AND THE TERMINUS OF THIS DESCRIBED CENTERLINE THE SIDE LINES OF SAID TRACT NO 6 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE NORTHERLY LINE OF SAID LOT 1 TRACT NO. 7 o A STRIP OF LAND 10 00 FEET IN WIDTH THE NORTHWESTERLY LINE OF WHICH IS PARALLEL WITH AND 21 00 FEET SOUTHEASTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT THE AFOREMENTIONED'POINT A", THENCE NORTH 34°05'53"EAST 67 13 FEET TO THE NORTHERLY LINE OF SAID LOT 1 AND THE TERMINUS OF THIS DESCRIBED LINE, EXCEPT THAT PORTION OF TRACT 7 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND A STRIP OF LAND 50 00 FEET IN WIDTH BEING 25 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT A', THENCE SOUTH 55°54'07"EAST 216 00 FEET TO THE AFOREMENTIONED"POINT B" AND THE TERMINUS OF THIS CENTERLINE • THE SIDE LINES OF SAID TRACT NO 7 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE NORTHERLY LINE OF SAID LOT 1 TRACT NO. 8 A STRIP OF LAND 10 00 FEET IN WIDTH THE SOUTHEASTERLY LINE OF WHICH IS • PARALLEL WITH AND 21 0'0 FEET NORTHWESTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT AFOREMENTIONED"POINT B", DEED ( "� PAGE 16 [24267-0012/SB003696 435)10 4'27/00 • • THENCE NORTH 34°05'52"EAST 85 35 FEET TO THE TERMINUS OF THIS DESCRIBED LINE, EXCEPT THAT PORTION OF TRACT 8 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND A STRIP OF LAND 50 00 FEET IN WIDTH BEING 25 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE .BEGINNING AT AFOREMENTIONED"POINT A", THENCE SOUTH 55°54'07"EAST 218 00 FEET TO THE AFOREMENTIONED"POINT B" AND THE TERMINUS OF THIS CENTERLINE THE SIDE LINES OF SAID TRACT NO 8 TO BE EXTENDED OR SHORTENED TO TERMINATE AT THE NORTHERLY LINE OF SAID LOT 1 TRACT NO. 9 A STRIP OF LAND 10 00 FEET IN WIDTH THE NORTHWESTERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH AND 21 00 FEET SOUTHEASTERLY OF THE FOLLOWING DESCRIBED LINE i `-i BEGINNING AT AFOREMENTIONED"POINT B", THENCE NORTH 34°05'52"EAST 85 35 FEET TO A POINT OF CURVE, THENCE NORTHERLY ON SAID CURVE TO THE LEFT HAVING A RADIUS OF 604 00 FEET,THROUGH A CENTRAL ANGLE OF 21°03'40",AN ARC DISTANCE OF 222 02 FEET TO THE NORTHERLY LINE OF SAID LOT 8 AND THE TERMINUS OF THIS DESCRIBED LINE, EXCEPT THAT PORTION OF TRACT 8 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND A STRIP OF LAND 50 00 FEET IN WIDTH BEING 25 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED"POINT B", THENCE SOUTH 55°54'07"EAST 632 84 FEET TO THE AFOREMENTIONED"POINT C" AND THE TERMINUS OF THIS CENTERLINE THE SIDE LINES OF SAID TRACT NO 9 TO BE CONTINUED OR SHORTENED TO . TERMINATE AT THE NORTHERLY LINE OF SAID LOT 8 TRACT NO. 10 • A STRIP OF LAND 10 00 FEET IN WIDTH THE NORTHERLY, NORTHEASTERLY, EASTERLY,AND SOUTHEASTERLY, NORTHEASTERLY AND NORTHERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH AND 21 00 FEET SOUTHERLY,SOUTHWESTERLY, DEED PAGE 17 (24267-0012/S13003696 435)10 nnr ^^ 4127100 L j» �'' : !;1,1, 9 -ram WESTERLY,NORTHWESTERLY,SOUTHWESTERLY, AND SOUTHERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 4, THENCE NORTH 03°40'16"WEST ALONG THE EASTERLY LINE THEREOF 574 45 FEET, THENCE CONTINUING ALONG SAID EASTERLY LINE NORTH 86°19'44"EAST 19 96 FEET, THENCE CONTINUING ALONG SAID EASTERLY LINE NORTH 03°40'1B"WEST 21 00 FEET TO A POINT HEREINAFTER CALLED "POINT 0"AND THE TRUE POINT OF BEGINNING OF THIS LINE, THENCE SOUTH 86°19'44"WEST 238 18 FEET TO A POINT OF CURVE, THENCE NORTHERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 55 00 c, FEET,THRU A CENTRAL ANGLE OF 97°46'09",AN ARC DISTANCE OF 93 85 FEET, THENCE NORTH 04°05'53" EAST 75 14 FEET TO A POINT OF CURVE, 0 cr THENCE NORTHEASTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150 00 FEET,THRU A CENTRAL ANGLE OF 30°00'00",AN ARC DISTANCE OF 78 54 FEET, THENCE NORTH 34°05'53" EAST 101 35 FEET TO A POINT HEREINAFTER CALLED c-' "POINT E", THENCE NORTH 55°54'07"WEST 184 16 FEET TO A POINT OF CURVE, THENCE NORTHWESTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 205 00 FEET,THRU A CENTRAL ANGLE OF 01° 57'08",AN ARC DISTANCE OF 6 99 FEET, THENCE SOUTH 36°03'01"WEST 37 61 FEET TO A POINT OF CURVE, • THENCE WESTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200 00 FEET,THRU A CENTRAL ANGLE OF 71° 24'37",AN ARC DISTANCE OF 249 27 FEET, THENCE NORTH 72°32'22"WEST 121 80 FEET TO A POINT OF CURVE, THENCE WESTERLY ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 200 00 FEET,THRU A CENTRAL ANGLE OF 23°48' 18",AN ARC DISTANCE OF 83 09 FEET TO THE WESTERLY LINE OF SAID LOT 1 AND THE CENTERLINE OF SE 3RD STREET AS DEPICTED ON THE PLAT OF LA COLINA ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 193 OF PLATS AT PAGES 17 THROUGH 29, RECORDS OF KING COUNTY,WASHINGTON AND THE TERMINUS OF THIS LINE THE SIDE LINES OF SAID TRACT NO 10 TO BE EXTENDED,CONTINUED OR SHORTENED TO MEET AT ANGLE POINTS AND TO TERMINATE AT THE EASTERLY LINE OF SAID LOT 4 AND THE WESTERLY LINE OF SAID LOT 1 DEFD PAGEJO 124267-0012IS8003696 435110 4/27/00 • i. • • CIA 1 1 - TRACT NO.'11 A STRIP OF LAND 10 00 FEET IN WIDTH THE SOUTHERLY, SOUTHWESTERLY, WESTERLY, NORTHWESTERLY, SOUTHWESTERLY AND SOUTHERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH AND 21 00 FEET NORTHERLY, NORTHEASTERLY, EASTERLY, SOUTHEASTERLY, NORTHEASTERLY AND NORTHERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 4, THENCE NORTH 03°40'16"WEST ALONG THE EASTERLY LINE THEREOF 574 45 FEET, THENCE CONTINUING ALONG SAID EASTERLY LINE NORTH 86°19'44"EAST 19 96 FEET, • THENCE CONTINUING ALONG SAID EASTERLY LINE NORTH 03°40'16"WEST 21 00 FEET TO A POINT HEREINAFTER CALLED"POINT D"AND THE TRUE POINT OF BEGINNING OF THIS LINE, o THENCE SOUTH 86°19'44"WEST 236 18 FEET TO A POINT OF CURVE, THENCE NORTHERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 55 00 u FEET, THRU A CENTRAL ANGLE OF 97°46'09",AN ARC DISTANCE OF 93 85 FEET,. Ca c,i THENCE NORTH 04°05'53"EAST 75 14'FEET TO A POINT OF CURVE, THENCE NORTHEASTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150 00 FEET, THRU A CENTRAL ANGLE OF 30°00'00",AN ARC DISTANCE OF 78 54 FEET, THENCE NORTH 34°05'53"EAST 101 35 FEET TO A POINT HEREINAFTER CALLED "POINT E", • THENCE NORTH 55°54'07"WEST 184 16 FEET TO A POINT OF CURVE, THENCE NORTHWESTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 205 00 FEET, THRU A CENTRAL ANGLE OF 01° 57'08",AN ARC DISTANCE OF 6 99 FEET, THENCE SOUTH 36°03'01"WEST 37 61 FEET TO A POINT OF CURVE, THENCE WESTERLY ON SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200 00 FEET,THRU A CENTRAL ANGLE OF 71°24'37",AN ARC DISTANCE OF 249 27 FEET, THENCE NORTH 72°32'22"WEST 121 80 FEET TO A POINT OF CURVE, THENCE WESTERLY ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 200 00 FEET,THRU A CENTRAL ANGLE OF 23°48' 18",AN ARC DISTANCE OF 83 09 FEET TO THE WESTERLY LINE OF SAID LOT 1 AND THE CENTERLINE OF SE 3RD STREET AS DEPICTED ON THE PLAT OF LA COLINA ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME DEED PAGE19 124267430 12/SB003696 433110 4/27/00 17,10 • • 193 OF PLATS AT PAGES 17 THROUGH 29, RECORDS OF KING COUNTY,WASHINGTON AND THE TERMINUS OF THIS LINE EXCEPT THAT PORTION OF TRACT 11 LYING WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT AFOREMENTIONED "POINT E", THENCE NORTH 34°05'53"EAST 14918 FEET TO THE TERMINUS OF THIS CENTERLINE THE SIDE LINES OF SAID TRACT NO 11 TO BE EXTENDED,CONTINUED OR SHORTENED TO MEET AT ANGLE POINTS AND TO TERMINATE AT THE EASTERLY LINE OF SAID LOT 4 AND THE WESTERLY LINE OF SAID LOT 1 TRACT NO. 12 A STRIP OF LAND 10 00 FEET IN WIDTH THE SOUTHWESTERLY,SOUTHERLY,AND c, SOUTHEASTERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH AND 21 00 FEET NORTHEASTERLY, NORTHERLY,AND NORTHWESTERLY OF THE FOLLOWING DESCRIBED C.7;; LINE c/ cJ BEGINNING AT AFOREMENTIONED"POINT"D", THENCE ALONG THE EASTERLY LINE OF SAID LOT 4 THE FOLLOWING COURSES AND DISTANCES THENCE NORTH 03°40'16"WEST 21 00 FEET TO A POINT ON A CURVE,THE CENTER WHICH BEARS NORTH 03°40' 16"WEST,25 00 FEET, THENCE NORTHERLY ON SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 94° 52'41",AN ARC DISTANCE OF 41 40 FEET TO A POINT OF COMPOUND CURVE,THE CENTER WHICH BEARS SOUTH 88°47'35"EAST,245 00 FEET, THENCE NORTHERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 44° 35'50",AN ARC DISTANCE OF 190 70 FEET TO A POINT OF COMPOUND CURVE,THE CENTER WHICH BEARS SOUTH 44° 11'45"EAST,25 00 FEET, THENCE SOUTHEASTERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 96°48'43",AN ARC DISTANCE OF 42 24 FEET, THENCE SOUTH 37°23'02" EAST 36 31 FEET, THENCE NORTH 52°36'58"EAST 21 00 FEET TO THE TRUE POINT OF BEGINNING OF THIS LINE, DEED PAGE 20 " (24267-0012/SD003696 435110 - ". •�� �.�,i J i ' 4/27/00 • '1 THENCE LEAVING SAID EASTERLY LINE NORTH 37°23'02"WEST 256 68 FEET TO A POINT OF CURVE, THENCE NORTHWESTERLY AND SOUTHWESTERLY ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 55 00 FEET,THRU A CENTRAL ANGLE OF 108° 31'05", AN ARC DISTANCE OF 104 17 FEET, THENCE SOUTH 34°05'53"WEST 149 1 B FEET TO THE AFOREMENTIONED"POINT E" AND THE TERMINUS OF THIS LINE, EXCEPT THAT PORTION OF TRACT 12 LYING WITHIN THE FOLLOWING DESCRIBED TRACT . OF LAND A STRIP OF LAND 42 00 FEET IN WIDTH BEING 21 00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE I, o BEGINNING AT THE AFOREMENTIONED"POINT E", THENCE NORTH 55°54'07"WEST 184 16 FEET TO THE TERMINUS OF THIS CZ) CENTERLINE TRACT NO. 13 • `-.-� - A STRIP OF LAND 10 00 FEET IN WIDTH THE NORTHEASTERLY, NORTHERLY, AND `'J NORTHWESTERLY LINE OF WHICH IS PARALLEL AND CONCENTRIC WITH AND 21 00 FEET SOUTHWESTERLY, SOUTHERLY,AND SOUTHEASTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT AFOREMENTIONED"POINT"D", THENCE ALONG THE EASTERLY LINE OF SAID LOT 4 THE FOLLOWING COURSES AND DISTANCES THENCE NORTH 03°40'16"WEST 21 00 FEET TO A POINT ON A CURVE, THE CENTER WHICH BEARS NORTH 03°40' 16"WEST,25 00 FEET, THENCE NORTHERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 94° 52' 41", AN ARC DISTANCE OF 41 40 FEET TO A POINT OF COMPOUND CURVE,THE CENTER WHICH BEARS SOUTH 88°47'35"EAST, 245 00 FEET, THENCE NORTHERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 44° 35'50",AN ARC DISTANCE OF 190 70 FEET TO A POINT OF COMPOUND CURVE,THE CENTER WHICH BEARS SOUTH 44° 11' 45"EAST,25 00 FEET, THENCE SOUTHEASTERLY ON SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF 96° 48'43", AN ARC DISTANCE OF 42 24 FEET, THENCE SOUTH 37°23'02" EAST 36 31 FEET, • ifl DEED PAGE 21 [24267-0012/SI3003696 435]10 4/27/00 I , THENCE NORTH 52°36'58"EAST 21 00 FEET TO THE TRUE POINT OF BEGINNING OF THIS LINE, THENCE LEAVING SAID EASTERLY LINE NORTH 37°23'02"WEST 256 68 FEET TO A POINT OF CURVE, THENCE NORTHWESTERLY AND SOUTHWESTERLY ON SAID CURVE TO THE LEFT, HAVING A RADIUS OF 55 00 FEET,THRU A CENTRAL ANGLE OF 108°31'05",AN ARC DISTANCE OF 104 17 FEET, THENCE SOUTH 34°05'53"WEST 149 18 FEET TO THE AFOREMENTIONED"POINT E" AND THE TERMINUS OF THIS LINE r-- 'I O , l.Y) DEFD PAOF22 (24267.0012/S13003696 435110 4/27/00 ) ' n • i v r 1 20000501001177 � TRANSNATION TI 0 38 00 PAGE 001 OF 023 05/01/2000 13.54 KING COUNTY, WA Return Address David L HE St E l 750719 10500 N Eighth St,#1900 Bellevue,WA 98004 05/01/2000 13 52 KING COUNTY, WA STAX $103 471 40 ,81� 000 0 PAGE 001 OF 002 Document Title(s)( or transactions contained therein) s , 1 Bargain and Sale Deed 2 Easement I o a Reference Number(s)of Documents assigned or released: o (on page_of documents(s)) Lr-3 o Grantor(s)(Last name first,then first name and Initials) C' I La Pianta LLC.successor by merger to La Pianta Limited Partnership 2 FILED FOR RECORD AT THE REQUEST OF 3 Additional names on page_of document TRANSNATION TITLE INSURANCE CO Grantee(s)(Last name first,then first name and initials) 1 Liberty Ridge L L C 2 3 Additional names on page—of document Legal description(abbreviated t c lot,block,plat or section,township,range) PIN OFNE 1/4SEC 17TWN23 NRNG5EANDPTNOFW l/2 SEC 6TWN23 NRNG5E Full legal is on page 1 of document Additional legal on page 8 Assessor's Property Tax Parcel/Account Numbers 172305-9171-03, 162305-9007-04, 162305-9009-02, 162305-9010-09, 162305-9027-00, 162305-9131- 03, 162305-9006-05, 162305-9061-07 6rtN 124267-001215B003696 4351 4/27/00 • :At.A ' r 11111111' 11-1 111111 • RETURN ADDRESS: 2000050100 1178 U.S. BANK NATIONAL TRANSNATION Ti DT 19 00 PAGE 901 OF 012 ASSOCIATION KING1 COWS 13,64 10800 NE 8TH ST.,SUITE 1000 BELLEVUE,WA 98004 iibank. /a/9e0 ,(0q 18 (06(0,79Fr(-;-a DEED OF TRUST m Reference # (rf applicable) Additional on page Grantor(s) 1 LIBERTY RIDGE L L C ct -, Grantee(s)/Assignee/Beneficiary - - �, U S BANK NATIONAL ASSOCIATION, Beneficiary TRANSNATION TITLE INSURANCE COMPANY, Trustee c3 o Legal Description PTN OF NE 1/4 SEC 17 TWN 23 N RNG 5 E ANF o PTN OF W 1/2 SEC 6 TWN 23 N RNG 5 E Additional on page 2 Assessor's Tax Parcel ID# 172305-9171-03, 162305-9007-04, 9009-02, 9010.09, 9027-00, 9131-03, 9006-05, 9061-07 THIS DEED OF TRUST IS DATED APRIL 21, 2000, among LIBERTY RIDGE L.L C., whose mailing address is 9125 10TH AVENUE SOUTH, SEATTLE, WA 98108 (referred to below as "Grantor"); U.S. BANK NATIONAL ASSOCIATION, whose mailing address is 10800 NE 8TH ST., SUITE 1000, BELLEVUE, WA 98004 (referred to below sometimes as "Lender" and sometimes as "Beneficiary"); and TRANSNATION TITLE INSURANCE COMPANY, whose mailing address Is 14450 NE 29TH PLACE BELLEVUE, WA 98007 (referred to below as "Trustee") • 04-21-2000 DEED OF TRUST Page 2 Loan No (Continued) CONVEYANCE AND GRANT For valuable consideration,Grantor conveys to Trustee In trust with power of sale. ay right of entry and possession and for the benefit of Lender as Beneficiary,all of Grantor's right,title,and interest n r--- and to the following described real property, together with all existing or subsequently erected a affixed buildings, improvements and fixtures, all easements, rights of way, and appurtenances, all water, water nghts and ditch rights (InoIudkng stoat In utdAles with ditch or irrigation rights), and all other rights, royalties, and profits relabrgto the real property,including without limitation all minerals,al,gas,geothermal and similar matters,located In KING County, State of Washington (the "Real Property"): o LOTS 1, 3, 4, 7 AND 8 OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO. c LUA-00-020-LLA AS PER PLAT RECORDED UNDER RECORDING NO. 20000414900001; 0 o SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON N The Real Property or Its address Is commonly known as "LIBERTY RIDGE", RENTON, WA 98055. The Real Property tax identification number a 172305-9171-03,162305-9007-04,9009-02,9010-09,9027-00, 9131-03,9006.05,9061-07 Grantor hereby assigns as security to Lender,all of Grantor's right,title,and interest in and to all leases.Rents,and profits of the Property This assignment is recorded in accordance with RCW 65 08 070,the hen created by this assignment a Intended to be specific,perfected and choate upon the recording of this Deed of Trust Lender grants to Grantor a license to collect the Rents and profits,which license may be revoked at Lender's option and shall be automatically revoked upon acceleration of all or part of the Indebtedness DEFINmONS. The following words shall have the following meanings when used in this Deed of Trust Terms not otherwise defined in this Deed of Trust shall have the meanings attributed to such terms in the Uniform Commercial Code Al references to dollar amounts shall mean amounts in lawful money of the United States of America Beneficiary The word'Beneficiary'means U S BANK NATIONAL ASSOCIATION,its successors and assigns U S BANK NATIONAL ASSOCIATION also is referred to as'Lender'in this Deed of Trust Deed of Trust The words 'Deed of Trust" mean this Deed of Trust among Grantor, Lender, and Trustee, and Includes without limitation all assignment and security interest provisions relating to the Personal Property and Rents Grantor. The word'Grantor'means any and all persons and entities executing this Deed of Trust,including without limitation LIBERTY RIDGE L L C Guarantor The word 'Guarantor means and includes without limitation any and all guarantors, sureties, and accommodation parties in connection with the Indebtedness Improvements The word "Improvements' means and includes without limitation all existing and future Improvements, buildings, structures. mobile homes affixed on the Real Property, facilities, additions, replacements and other construction on the Real Property indebtedness The word"Indebtedness'means al principal and interest payable under the Note and any amounts expended or advanced by Lender to discharge obligations of Grantor or expenses incurred by Trustee or Lender to enforce obligations of Grantor under this Deed of Trust,together with interest on such amounts as provided in the Deed of Trust Specifically, without limitation, this Deed of Trust secures a revolving line of credit, with a variable rate of Interest,which obligates Lender to Make advances to Grantor so Icing as.Grantor complies with all the terms of the Note. Funds may be advanced by Lender,repaid,and subsequently readvanced. The unpaid balance of the revolving line of credit may at certain times be lower than the amount shown or zero. A zero balance does not terminate the line of credit or terminate Lender's obligation to advance funds to Grantor Therefore,the lien of this Deed of Trust will remain In full force and effect notwithstanding any zero balance Lender The word'Lender"means U S BANK NATIONAL ASSOCIATION,its successors and assigns Note The word 'Note" means the Note dated April 21, 2000, in the original principal'amount of $4,625,000.00 from Grantor to Lender, together with all renewals, extensions, modifications, refinancings, and substitutions for the Note NOTICE TO GRANTOR THE NOTE CONTAINS A VARIABLE INTEREST RATE Personal Property The words 'Personal Property' mean all equipment, fixtures, and other articles of personal property now or hereafter owned by Grantor,and now or hereafter attached or affixed to the Real Property,together • with all accessions,parts,and additions to,all'replacements of,and all substitutions tor,any of such property,and together with all issues and profits thereon and proceeds (including without limitation all nsurance proceeds and refunds of premiums)from any sale or other disposition of the Property Property The word"Property'means collectively the Real Property and the Personal Property • . I 04-21.2000 DEED OF TRUST Page 3 Loan No (Continued) Real Property The words 'Real Property' mean the property, Interests and rights described above in the 'Conveyance and Grant'section Related Documents The words 'Related Documents' mean and include without limitation all promissory notes, credit agreements,loan agreements,environmental agreements,guaranties,security agreements,mortgages,deeds of trust, and all other instruments, agreements and documents, whether now or hereafter existing, executed n connection with the Indebtedness Rents The word'Rents'means all present and future rents,revenues,income,issues,royalties,profits,and other benefits derived from the Property Trustee. The word"Trustee"means TRANSNATION TITLE INSURANCE COMPANY and any substitute or successor trustees THIS DEED OF TRUST,INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY, IS GIVEN TO SECURE (1) PAYMENT OF THE INDEBTEDNESS AND (2) PERFORMANCE OF ANY AND ALL OBLIGATIONS OF GRANTOR UNDER THE NOTE,THE RELATED DOCUMENTS, AND THIS DEED OF TRUST THIS DEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS PAYMENT AND PERFORMANCE. Except as otherwise provided in this Deed of Trust, Grantor shall pay to Lender all amounts secured by this Deed of Trust as they become due, and shall strictly and in a timely manner perform all of Grantor's obligators under the Note,this Deed of Trust,and the Related Documents POSSESSION AND MAINTENANCE OF THE PROPERTY Grantor agrees that Grantor's possession and use of the Property shall be governed by the following provisions Possession and Use Until the occurrence of an Event of Default,Grantor may (a)remain in possession and control of the Property, (b)use,operate or manage the Property,and (c)collect any Rents from the Property(this privilege co s a license from Lender to Grantor automatically revoked upon default) The following provisions relate to the use of the Property or to other limitations on the Property The Real Property is not used principally for_agricultural pine co Duty to Maintain. Grantor shall maintain the Property in tenantable condition and promptly perform all repairs, o replacements,and maintenance necessary to preserve its value Hazardous Substances. The terms 'hazardous waste,' 'hazardous substance," 'disposal,' "release; and 'threatened release,'as used in this Deed of Trust,shall have the same meanings as set forth in the Comprehensive ifi Environmental Response, Compensation, and Liability Act of 1980, as amended, 42 U S C Section 9601, et seq ('CERCLA'), the Superfund Amendments and Reauthorization Act of 1988, Pub L No 99-499 ('SARA"), the Hazardous Materials Transportation Act,49 U S C Section 1801, et seq,the Resource Conservation and Recovery Act,42 U S C Section 6901,et seq,or other applicable state or Federal laws,rules,or regulations adopted pursuant o to any of the foregoing The terms 'hazardous waste' and 'hazardous substance" shall also include, without limitation, petroleum and petroleum by-products or any fraction thereof and asbestos Grantor represents and warrants to Lender that (a) During the penod of Grantor's ownership of the Property, there has been no use, generation. manufacture, storage, treatment, disposal, release or threatened release of any hazardous waste or substance by any person on, under, about or from the Property, (b) Grantor has no knowledge of, or reason to. believe that there has been,except as previously disclosed to and acknowledged by Lender in wrrting, (i)arty use, generation, manufacture, storage, treatment, disposal, release, or threatened release of any hazardous waste or substance on,under,about or from the Property by any poor owners or occupants of the Property or (ii)any actual or threatened litigation or claims of any kind by any person relating to such matters, and (c) Except as previously disclosed to and acknowledged by Lender in writing, (i)neither Grantor nor any tenant,contractor,agent or other authorized user of the Property shall use,generate,manufacture,store,treat, dispose of,or release any hazardous waste or substance on,under,about or from the Property and (n)any such activity shall be conducted in compliance with all applicable federal, state,and local laws,regulations and ordinances,including without limitation those laws, regulations,and ordinances described above Grantor authorizes Lender and its agents to enter upon the Property to make such inspections and tests,at Grantor's expense,as Lender may deem appropriate to determine compliance of the Property with this section of the Deed of Trust Any inspections or tests made by Lender shall be for Lender's purposes only and shall not bo construed to create any responsibility or liability on the part of Lender to Grantor or to any other person The representations and warranties contained herein are based on Grantor's due diligence in investigating the Property for hazardous waste and hazardous substances Grantor hereby (a)releases and waives any future claims against Lender for indemnity or contribution in the event Grantor becomes liable for cleanup or other costs under any such laws,and (b)agrees to indemnify and hold harmless Lender against any and all claims, losses,liabiities,damages,penalties,and expenses which Lender may directly or indirectly sustain or suffer resulting from a breach of this section of the Deed of Trust or as a consequence of any use,generation,manufacture,storage. disposal;release or threatened release of a hazardous waste or substance on the properties The provisions of this section of the Deed of Trust,including the obligation to indemnify,shall survive the payment of the Indebtedness and the satisfaction and reconveyance of the lien of this Deed of Trust and shalt not be affected by Lender's acquisition of any interest in the Property,whether by foreclosure or otherwise Nuisance, Waste Grantor shall not cause, conduct or permit any nuisance nor commit, permit, or suffer any • • • 04-21-2000 DEED OF TRUST Page 4 Loan No (Continued) stnppng of or waste on or to the Property or any potion of the Property Without liming the generality of the foregoing,Grantor will not remove,or grant to any other party the right to remove,any timber,minerals(including oil and gas),soi,gravel or rock products without the pnor wntten consent of Lender Removal of Improvements Grantor shall not demolish or remove any Improvements from the Real Property without the prior written consent of Lender As a condition to the removal of any Improvements,Lender may require Grantor to make arrangements satisfactory to Lender to replace such Improvements with Improvements of at least equal value Lender's Right to Enter Lender and its agents end representatives may enter upon the Real Property at all reasonable times to attend to Lenders interests and to inspect the Property for purposes of Grantor's compliance with the terms and conditions of this Deed of Trust Compliance with Governmental Requirements. Grantor shall promptly comply, and shal promptly cause o compliance by all agents,tenants or other persons or entities of every nature whatsoever who rent,lease or otherwise use or occupy the Property In any manner,with all laws,ordinances,and regulations,now or hereafter in effect,of al governmental authorities applicable to the use or occupancy of the Property, including without limitation, the a C' Americans With Disabilities Act Grantor may contest in good faith any such law, ordinance, or regulation and o withhold compliance during any proceeding,including appropnate appeals,so long as Grantor has notified Lender in writing poor to doing so and so long as, In Lenders sole opinion, Lenders interests In the Property are not o jeopardized Lender may require Grantor to post adequate security or a surety bond, reasonably satisfactory to Q Lender,to protect Lender's interest Duty to Protect Grantor agrees norther to abandon nor leave unattended the Property Grantor shall do all other acts,In addalon to those acts set forth above in this section,which from the character and use of the Property are reasonably necessary to protect and preserve the Property DUE ON SALE•CONSENT BY LENDER. Lender may,at its option, (a)declare immediately due and payable all sums secured by this Deed of Trust or (b)Increase the interest rate provided for in the Note or other document evidencing the Indebtedness and repose such other conditions as Lender deems appropriate, upon the sale or transfer, without the Lender's prior written consent,of all or any part of the Real Property,or any interest in the Real Property A 'sale or transfer'means the conveyance of Real Property or any right,title or Interest therein,whether legal,beneficial or equitable, whether voluntary or involuntary,whether by outright sale,deed.Installment sale contract,land contract,contract for deed, leasehold interest with a tem►greater than three(3)years,lease-option contract,or by sale,assignment,or transfer of any beneficial interest in or to any land trust holding title to the Rea/Property,or by any other method of conveyance of Real Property interest if any Grantor is a corporation,partnership or limited liability company,transfer also includes any change in ownership of,more than twenty-five percent(25%)of the voting stock,partnership interests or limited liability company interests, as the case may be, of Grantor However, this option shal not be exercised by Lender rf such exercise is prohibited by federal law or by Washington law TAXES AND LIENS The following provisions relating to the taxes and liens on the Property are a part of this Deed of Trust Payment. Grantor shall pay when due(arid in all events prior to delinquency)all taxes,special taxes,assessments, .charges (including water and sower), fines and impositions levied against or on account of the Property,and shall pay when due all claims for work done on or for services rendered or matenal furnished to the Property Grantor shal maintain the Property tree of all liens having pnonty over or equal to the interest of Lender under this Deed of Trust,except for the hen of taxes and assessments not due and except as otherwise provided in this Deed of Trust Right To Contest. Grantor may withhold payment of any tax,assessment,or clam in connection with a good faith dispute over the obligation to pay,so long as Lender's interest In the Property is not Jeopardized If a lien arises or is tiled as a result of nonpayment, Grantor shall within fifteen(15)days after the lien arises or, rf a lien is tied,within fifteen(15)days after Grantor has notice of the filing, secure the discharge of the lien,or If requested by Lender, deposit with Lender cash or a sufficient corporate surety bond or other security satisfactory to Lender in an amount • sufficient to discharge the hen plus any'costs and attorneys'fees or other charges that could accrue as a result of a foreclosure or sale under the lien In any contest,Grantor shall defend itself and Lender and shall satisfy any adverse judgment before enforcement against the Property Grantor shall name Lender as an additional obligee under any surety bond furnished in the contest proceedings Evidence of Payment Grantor shall upon demand furnish to Lender satisfactory evidence of payment of the taxes or assessments and shall authorize the appropriate governmental official to deliver to Lender at any lime a wntlen statement of the taxes and assessments against the Property Notice of Construction Grantor shall notify Lender at least fifteen(15) days before any work is commenced,any services are furnished, or any materials are supplied to the Property, rf any mechanic's hen, matenalmen's hen,or • other lien could be asserted on account of the work, services, or materials Grantor will upon request of Lender furnish to Lender advance assurances satisfactory to Lender that Grantor can and will pay the cost of such improvements PROPERTY DAMAGE INSURANCE The following provisions relating to insuring the Property area part of this Deed of Trust , +II l.i ) CALghil''t1:J { • . 04-21-2000 DEED OF TRUST Page 5 Loan No • (Continued) Maintenance of insurance Grantor shall procure and maintain policies of fire insurance with standard extended coverage endorsements on a replacement basis for the full insurable value covering all Improvements on the Real Property in an amount sufficient to avoid application of any coinsurance clause, and with a standard mortgagee clause in favor of Lender Grantor shall also procure and maintain comprehensive general bad*insurance in such coverage amounts as Lender may request with trustee and Lender being named as additional insureds n such lability insurance policies Additionally, Grantor shall maintain such other insurance, including but not limited to hazard,business interruption,and boiler insurance,as Lender may reasonably require Policies shall be written n form, amounts, coverages and bass reasonably acceptable to Lender and issued by a company or companies reasonably acceptable to Lender Grantor, upon request of Lender, will deliver to Lender from time to tine the policies or certificates of insurance in form satisfactory to Lender, including stipulations that coverages will not be cancelled or diminished without at least ten(10)days'prior written notice to Lender Each insurance policy also shall nclude an endorsement providing that coverage in favor of Lender will not be rnpared in any way by any act, omission or default of Grantor or any other person Should the Real Property al any time become located in an area designated by the Director of the Federal Emergency Management Agency as a special flood hazard area,Grantor • agrees to obtain and maintain Federal Flood Insurance for the full unpaid principal balance of the loan and any poor liens on the property securing the loan, up to the maximum policy Inds set under the National Flood Insurance Program,or as otherwise required by Lender,and to maintain such insurance for the term of the loan Application of Proceeds Grantor shall promptly notdy Lender of any loss or damage to the Property if the estimated cost of repair or replacement exceeds$500 00 Lender may make proof of loss if Grantor fails to do so within fifteen (15)days of the casualty Whether or not Lender's security is impaired,lender may,at its election,receive and retain co the proceeds of any'insurance and apply the proceeds to the reduction of the Indebtedness,payment of any ben co affecting the Property, or the restoration and repair of the Property If Lender elects to apply the proceeds to restoration and repair, Grantor shall repair or replace the damaged or destroyed Improvements in a manner satisfactory to Lender Lender shall,upon satisfactory proof of such expenditure,pay or reimburse Grantor from the o proceeds for the reasonable cost of repair or restoration if Grantor Is not in default under this Deed of Trust Any proceeds which have not been disbursed within 180 days after their receipt and which Lender has not committed to the repair or restoration of the Property shall be used first to pay any amount owing to,Lander under the Deed of Trust, then to pay accrued interest, and the remainder, if any, shall be applied to the pnncipal balance of the Indebtedness If Lender holds any proceeds after payment in WI of the Indebtedness,such proceeds shall be paid • without Interest to Grantor as Grantor's interests may appear Unexpired Insurance at Sale Any unexpired nsurance shall inure to the benefit of,and Pispass to,the purchaser of c o the Properly covered by this Deed of Trust at any trustee's sale or other sale held under the provisions of this Deed of Trust,or at any foreclosure sale of such Property o Grantor's Report on Insurance Upon request of Lender,however not more than once a year,Grantor shall furnish to Lender a report on each existing policy of insurance showing (a)the name of the insurer, (b)the nsks insured, (c)the amount of the policy, (d)the property insured,the then current replacement value of such property,and the manner of determining that value,and (e)the expiration date of the policy Grantor shall,upon request of Lender, have an independent appraiser satisfactory to Lender determine the cash value replacement cost of the Property EXPENDITURES 8Y LENDER If Grantor fails to comply with any provision of this Deed of Trust,or it any action or proceeding is commenced that would materially affect Lender's interests n the Property,Lender on Grantor's behalf may, but shall not be required to,take any action that Lender deems appropriate My amount that Lender expends in so doing will bear Interest at the rate provided for in the Note from the date incurred or paid by Lender to the date of repayment by Grantor All such expenses,at Lender's option,will (a)be payable on demand, (b)be added to the balance of the Note and be apportioned among and be payable with any installment payments to become due during either (i)the term of any applicable insurance policy or (a)the remaining term of the Note,or (c)be treated as a balloon payment which will be due and payable at the Note's matunty This Deed of Trust also will secure payment of these amounts The rights provided for in this paragraph shall be in addition to any other nghts or any remedies to which Lender may be entitled on account of the default Any such action by Lender shall not be construed as curing the default so as to bar Lender from any remedy that it otherwise would have had WARRANTY,DEFENSE OF TITLE The following provisions relating to ownership of the Property are a part of this Deed of Trust Title Grantor warrants that (a)Grantor holds good and marketable tole of record to the Property in fee simple,free and clear of all liens and encumbrances other than those set forth in the Real Property description or in any title insurance policy,title report,or final title opinion issued n favor of,and accepted by,Lender in connection with this . Deed of Trust,and (b) Grantor has the full right,power, and authority to execute and deliver this Deed of Trust to Lender Defense of Title Subject to the exception in the paragraph above,Grantor warrants and will forever defend the title to the Property against the lawful claims of all persons In the event any action or proceeding is commenced that questions Grantor's tale or the interest of Trustee or Lender under this Deed of Trust,Grantor shall defend the action at Grantor's expense Grantor may be the nominal party in such proceeding, but Lender shall be entitled to participate in the proceeding and to be represented in the proceeding by counsel of Lender's own choice, and Grantor will deliver,or cause to be delivered,to Lender such instruments as Lender may request from time to time to 04-21-2000 DEED OF TRUST Page 6 Loan No (Continued) permit such participation Compliance With Laws Grantor warrants that the Property and Grantor's use of the Property complies with all des existing applicable laws,ordinances,and regulations of governmental authorities r--- CONDEMNATION. The following provisions relating to condemnation proceedings are a pert of this Deed of Trust Application of Net Proceeds. If all or any part of the Property is condemned by eminent domain proceedings or by any proceeding or purchase in lieu of condemnation,Lender may at its election require that all or any portion of the net proceeds of the award be applied to the Indebtedness or the repair or restoration of the Property The net proceeds of the award shall mean the award after payment of al reasonable costs,expenses,and attorneys'fees o Incurred by Trustee or Lender in connection with the condemnation Proceedings If any proceeding in condemnation is fled,Grantor shall promptly notify Lender in writing,and Grantor shall promptly take such steps as may be necessary to defend the action and obtain the award Grantor may be the nominal party In such proceeding,but Lender shall be entitled to participate In the proceeding and to be represented In the proceeding by counsel of Its own choice all at Grantor's expense, and Grantor will deliver or cause to be delivered to Lender such Instruments as may be requested by it from time to time to permit such participation IMPOSRION OF TAXES,FEES AND CHARGES BY GOVERNMENTAL AUTHORITIES The following prowsans relating to governmental taxes,fees and charges are a pert of this Deed of Trust Current Taxes,Fees and Charges. Upon request by Lender,Grantor shall execute such documents in addition to this Deed of Trust and take whatever other action is requested by Lender to perfect and continue Lender's lien on the Reel Property Grantor shall reimburse Lender for all taxes,as described below,together with all expenses incurred vi recording, perfecting or continuing this Deed of Trust, including without limitation all taxes, fees, documentary stamps,and other charges for recording or registering this Deed of Trust Taxes. The following shall constitute taxes to which this section applies (a)a specific tax upon tide type of Deed of Trust or upon ail or any part of the Indebtedness secured by this Deed of Trust (b)a specific tax on Grantor which Grantor Is authorized or required to deduct from payments on the Indebtedness secured by this type of Deed of Trust, (c)a tax on the type of Deed of Trust chargeable against the Lender or the holder of the Note,and (d) a specific tax on all or any portion of the Indebtedness or on payments of principal and Interest made by Grantor Subsequent Taxes. If any tax to which this section applies is enacted subsequent to the date of this Deed of Trust, this event shall have the same effect as an Event of Default(as defined below),and Lender may exercise any or all of its avalable remedies for an Event of Default as provided below unless Grantor either (a) pays the tax before it becomes delinquent,or (b)contests the tax as provided above in the Taxes and Liens section and deposits with Lander cash or a sufficient corporate surety bond or other security satisfactory to Lender SECURITY AGREEMENT; FINANCING STATEMENTS The following provisions relating to this Deed of Trust as a security agreement are a part of this Deed of Trust Security Agreement This instrument shall constitute a security agreement to the extent any of the Property constitutes fixtures or other personal property,and Lender shall have all of the nghts of a secured party under the Uniform Commercial Code as amended from time to time Security Interest. Upon request by Lender,Grantor shall execute financing statements and take whatever other action is requested by Lender to perfect and continue Lender's security interest in the Rents and Personal Property In addition to recording this Deed of Trust in the real property records,Lender may,at any tine and without further authorization from Grantor,He executed counterparts,copies or reproductions of this Deed of Trust as a financing statement Grantor shall reimburse Lender for all expenses incurred in perfecting or conimung like security interest Upon default.Grantor shall assemble the Personal Property in a manner and at a place reasonably convenient to Grantor and Lender and make it available to Lender within three(3)days after receipt of written demand from Lender Addresses. The mailing addresses of Grantor (debtor) and Lender (secured party), from which rhfomnation concerning the security interest granted by this Deed of Trust may be obtained(each as required by the Uniform Commercial Code),are as stated on the fast page of this Deed of Trust FURTHER ASSURANCES, ATTORNEY-IN-FACT. The following provisions relating to further assurances and attorney-in-fact are a part of this Deed of Trust Further Assurances. At any time, and from time to time,upon request of Lender,Grantor will make,execute and deliver,or will cause to be made,executed or delivered,to Lender or to Lender's designee,end when requested by Lender,cause to be fled,recorded,raided,or rerecorded,as the case may be,at such times and in such offices and places as Lender may deem appropnate, any and all such mortgages, deeds of trust, secunty deeds, secunty agreements,financing statements,continuation statements, instruments of further assurance,certificates, and other documents as may,in the sole opinion of Lender,be necessary or desirable in order to effectuate,complete,perfect, continue,or preserve (a)the obligator's of Grantor under the Note,this Deed of Trust,and the Related Documents, and (b)the liens and security interests created by this Deed of Trust as first and prior liens on the Property,whether now owned or hereafter acquired by Grantor Unless prohibited by law or agreed to the contrary by Lender in writing,Grantor shall reimburse Lender for all costs and expenses incurred in connection with the matters referred to • •04-21-2000 DEED Page 7 Loan No (Continued) in this paragraph Attorney-In-Fact If Grantor fads to do any of the things referred ton the preceding paragraph,Lender may do so for and in the name of Grantor and at Grantor's expense For such purposes,Grantor hereby irrevocably appoints Lender as Grantor's attomeyn•fact for the purpose of making,executing,defiverng,filing,recording,and doing all other things as may be necessary or desirable,in Lender's sole opinion,to accomplish the matters referred to in the preceding paragraph PARTIAL RELEASES. Lender shall execute partial releases of the hen of this Deed of Trust upon the following conditions WHEN INDIVIDUAL LOTS ARE PAID IN FULL FULL PERFORMANCE If Grantor pays at the Indebtedness when due, terminates the line of credit, and otherwise performs all the obligations emceed upon Grantor under this Deed of Trust,Lender shall execute and deliver to Trustee a . request for full reconveyance and shall execute and deliver to Grantor suitable statements of termination of any financing statement on file evidencing Lenders security interest in the Rents and the Personal Property Any reconveyance fee shall be paid by Grantor,if permitted by applicable law The grantee in any reconveyance may be described as the'person or persons legally entitled thereto',and the recitals n the reconveyance of any matters or facts shall be conclusive proof of the truthfulness of any such matters or facts DEFAULT. Each of the following,at the option of Lender,shall constitute an event of default('Event of Default')under this coDeed of Trust Default on Indebtedness Failure of Grantor to make any payment when due on the Indebtedness Default on Other Payments Failure of Grantor within the time required by the Deed of Trust to make any payment for taxes or insurance,or any other payment necessary to prevent filing of or to effect discharge of any hen Default In Favor of Third Parties Should Borrower or any Grantor default under any loan, extension of credit, secunty agreement,purchase or sales agreement, or any other agreement, in favor of any other creditor or person that may materially affect any of Borrower's property or Borrower's or any Grantor's ability to repay the Loans or perform their respective obligations under this Deed of Trust or any of the Related Documents Compliance Default Failure of Grantor to comply with any other term,obligation,covenant or condition contained in this Deed of Trust,the Note or n any of the Related Documents False Statements Any warranty, representation or statement made or furnished to Lender by or on behalf of o Grantor under this Deed of Trust,the Note or the Related Documents is false or misleading in any material respect, C" eerier now or at the time made or furnished Defective Collaterallzatlon This Deed of Trust or any of the Related Documents ceases to be in full force and effect (including failure of any collateral documents to create a valid and perfected security interest or lien)at any time and fa any reason Death or Insolvency The dissolution(regardless of whether election to continue is made),any member withdraws from the limited liability company,or any other termination of Grantor's existence as a going business or the death of any member, the insolvency of Grantor, the appointment of a receiver for any part of Grantor's property, any augment for the benefit of creditors,any type of creditor workout,or the commencement of any proceeding under any bankruptcy or insolvency laws by or against Granter Foreclosure, Forfeiture, etc Commencement of foreclosure or forfeiture proceedings, whether by Judicial proceeding,self-help,repossession or any other method,by any creditor of Grantor or by any governmental agency against any of the Property However,this subsection shall not apply in the event of a good faith dispute by Grantor as to the validity or reasonableness of the claim which is the basis of the foreclosure or forefeiture proceeding, provided that Grantor gives Lender written notice d such clam and furnishes reserves or a surety bond for the claim satisfactory to Lender Breach of Other Agreement My breach by Grantor under the terms of any other agreement between Grantor and Lender that is not remedied within any grace period provided therein, including without limitation arty agreement concerning any indebtedness or other obligation of Grantor to Lender,whether existing now or later Events Affecting Guarantor Any of the preceding events occurs with respect to any Guarantor of any of the Indebtedness or any Guarantor dies or becomes incompetent,or revokes or deputes the validity of,or hablity under, any Guaranty of the Indebtedness Adverse Change. A material adverse change occurs in Grantor's financial condition,or Lender believes the prospect of payment or performance of the Indebtedness is r paired Insecurity. Lender in good faith deems itself insecure RIGHTS AND REMEDIES ON DEFAULT Upon the occurrence of any Event of Default and at any time thereafter,Trustee or Lender,at its option,may exercise any one or more of the following rights and remedies,in addition to any other rights or remedies provided by law Accelerate Indebtedness Lender shall have the right at its option to declare the entire Indebtedness nrriediately 5t1,)• 1, o, }! , S 1 �1_'JCtJLL_ali {� Ly 04-21-2000 DEED OF TRUST Page 8 Loin No (Continued) due and payable,including any prepayment penalty which Grantor would be required to pay Foreclosure. With respect to all or any part of the Real Property,the Trustee shall have the right to exercise its power of sale and to foreclose by notice and sale,and Lender shall have the right to foreclose by judicial foreclosure, in either case in accordance with and to the full extent provided by applicable law UCC Remedies With respect to all or any part of the Personal Property, Lender shall have all the rights and m remedies of a secured party under the Uniform Commercial Code c-- Collect Rents. Lender shall have the right,without notice to Grantor,to take possession of and manage the Property and collect the Rents,Including amounts past due and unpaid,and apply the net proceeds,over and above Lenders costs,against the Indebtedness In futmerance of this right, Lander may require any tenant or other user of the Property to make payments of rant or use fees directly to lender It the Rents are collected by lender,then Grantor irrevocably designates Lender as Grantors attorney-in-fact to endorse instruments received In payment thereof In the name of Grantor and to negotiate the same and collect the proceeds Payments by tenants or other users to Lender in response to Lenders demand shall satisfy the obligations for which the payments are made,whether or not any Lei proper grounds for the demand existed Lender may exercise its nghts under this subparagraph either in person,by agent,or through a receiver Appoint Receiver. Lender shall have the right to have a receiver appointed to take possession of all or any part of the Property, with the power to protect and preserve the Property,to operate the Property preceding or pending foreclosure or sale,and to collect the Rents horn the Property and apply the proceeds,over and above the cost of c" the receivership,against the Indebtedness The receiver may serve without bond d permitted by law Lender's right to the apponbnent of a receiver shall exist whether or not the apparent value of the Property exceeds the Indebtedness by a substantial amount Employment by Lender shall not disqualify a person from serving as a receiver Tenancy at Sufferance If Grantor remain in possession of the Property after the Property Is sold as provided above or Lender otherwise becomes entitled to possession of the Property upon default of Grantor,Grantor shall become a tenant at sufferance of Lander or the purchaser of the Property and shall,at Lenders option,either/a)pay a reasonable rental for the use of the Property,or (b)vacate the Property immediately upon the demand of Lender Other Remedies Trustee or Lender shall have any other right or remedy provided n this Deed d Trust or the Note or by law 11 Notice of Sale. Lender shall give Grantor reasonable notice of the time andplace ofr any public sale of the Personal r_ Property or of the time after which any private sale or other intended disposition of the Personal Property es to be made Reasonable notice shall mean notice oven at least ten(10)days before the trine of the sale or disposition C Any sale of Personal Property may be made in conjunction will any sale of the Real Property r- 1 Sale of the Property. To the extent permitted by applicable law,Grantor hereby waives any and all rights to have the Property marshalled In exercising its rights and remedies,the Trustee or Lender shall be free to sell all or any part of the Property together or separately, n one sale or by separate sales .Lender shall be enttled to bid at any public sale on all or any portion of the Property Waiver; Election of Remedies. A waiver by any party of a breech of a provision of this Deed of Trust shall not constitute a waiver of or prejudice the party's rights otherwise to demand strict compliance with that provision or any other provision Election by Lender to pursue any remedy provided in this Deed of Trust,the Note,in any Related Document,or provided by law shall not exclude pursuit of any other remedy,and an election to make expenditures or to take action to perform an obligation of Grantor under this Deed of Trust after failure of Grantor to perform shall not i- affect Lender's right to declare a default and to exercise any of its remedies f4 Attorneys'Fees;Expenses. If Lender institutes any suit or action to enforce any of the terms of this Deed of Trust, Lender shall be entitled to recover such sum as the court may adjudge reasonable as attorneys'tees at trial and on any appeal Whether or not any court action is involved, all reasonable expenses incurred by Lender which in Lender's opinion are necessary at any time for the protection of its Interest or the enforcement of its rights shall become a part of the Indebtedness payable on demand and shall bear interest at the Note rate from the date of experdthire until repaid Expenses covered by this paragraph ncltde,without limitation,however sub)ect to any limns under applicable law,Lender's attorneys'fees whether or not there is a lawsut, including attorneys'fees for bankruptcy proceedings (including efforts to modify or vacate any automatic stay or injunction), appeals and any anticipated post-judgment collection services, the cost of searching records, obtaining title reports (including foreclosure reports),surveyors'reports,appraisal fees,title insurance,and fees for the Trustee,to the extent permitted by applicable law Grantor also will pay any court costs,In addition to all other sums provided by law Rights of Trustee. Trustee shall have all of the rights and duties of Lender as set forth in this section POWERS AND OBLIGATIONS OF TRUSTEE The following provisions relating to the powers and obligations of Trustee (pursuant to Lender's instructions)are part of this Deed o1 Trust Powers of Trustee In addition to all powers of Trustee arising as a matter of law,Trustee shell have the power to lake the following actions with respect to the Property upon the written request of Lender and Grantor (a)join in prepanng and filing a map or plat of the Real Property,including the dedication of streets or other rights to the public, 't A I t • 04-21-2000 DEED OF TRUST Page 9 Loan No (Continued) (b)loin in granting any easement or creatng any restnction on the Real Property,and (c)Ion n any subordination or other agreement affecting this Deed of Trust or the interest of Lender under this Deed of Trust Obllgatlons to Hotly. Trustee shall not be obligated to nobly any other party of a pending sale under any other trust deed or hen,or of any action or proceeding n which Grantor,Lender,or Trustee shall be a party,unless required try applicable law,or unless the action or proceeding is brought by Trustee Trustee Trustee shall meet all qualifications required for Trustee under applicable law In addition to the rights and remedies set forth above,with respect to all or any part of the Property,the Trustee shall have the nght to foreclose by notice and sale,and Lender shall have the right to foreclose by Judicial foreclosure, in either case in accordance with and to the full extent provided by applicable law Successor Trustee Lender,at Lender's option,may from tune to time appoint a successor Trustee to any Trustee appointed hereunder by an instrument executed and acknowledged by Lender and recorded in the office of the recorder of KING County,Washington The instrument shall contain,in addition to all other matters required by state law,the names of the original Lender,Trustee,and Grantor,the book and page or the Auditor's File Number where this Deed of Trust is recorded,and the name and address of the successor trustee,and the instrument shall be executed and acknowledged by Lender or its successors in interest The successor trustee,without conveyance of the Property,shall succeed to all the trite,power,and duties conferred upon the Trustee in this Deed of Trust and by applicable law This procedure for substitution of trustee shall govern to the exclusion of all other provisions for on substitution NOTICES TO GRANTOR AND OTHER PARTIES Subject to applicable law,and except for notice required or allowed by law to be even n another manner,any notice under this Deed of Trust shall be in writing,may be sent by telefacsimle (unless otherwise required by law), and shall be effective when actually delivered,or when deposited with a nationally recognized overnight courier,or,l mailed,shall be deemed effective when deposited in the United States mad first class, certified or registered mad, postage prepaid,directed to the addresses shown near the beginning of this Deed of Trust Any party may change its address for notices under this Deed of Trust by giving formal written notice to the other parties, C' specifying that the purpose of the notice is to change the party's address All copies of notices of foreclosure from the 'r holder of any hen which has priority over this Deed of Trust shall be sent to Lender's address, as shown near the ca beginning of this Deed of Trust For notice purposes,Grantor agrees to keep Lender and Trustee informed at all times of Grantor's current address is cn ACCESS LAWS (a)Grantor agrees that Grantor and the Property shall at all times stnctly comply with the requirements c-' of the Americans with Disabilities Act of 1990,the Fair Housing Amendments Act of 1988,and other federal,state,or local laws or ordinances related to disabled access,or any statute, rule, regulation,ordnance,order of governmental bodies and regulatory agencies,or order or decree of any court adopted or enacted with respect thereto, as now existing or hereafter emended or adopted (collectively, the 'Access Laws') At any time, Lender may require a certificate of compliance with the Access Laws and indemnification agreement in a form reasonably acceptable to Lender Lender may also require a certificate of compliance with the Access Laws from an architect,engineer,or other third party acceptable to Lender fr,c (b)Notwithstanding any provisions set forth herein or in um it any other docent,Grantor shall not after or perm any tenant or other person to alter the Properly in any manner which would increase Grantor's responsibilities for compliance with the . Access Laws without the prior wntten approval of Lender In connection with such approval, Lender may require a ncertificate of compliance with the Access Laws from en architect,engineer,or other person acceptable to Lender fl( rl (c)Grantor agrees to give prompt written notice to Lender of the receipt by Grantor of any claims of violation of any of the r ' ' Access Laws and of the commencement of any proceedings or investigations which relate to compliance with any of the e v:71 o Access Laws (d)Grantor shall indemnify,defend,and hold harmless Lender from and against any and all claims,demands,damages, costs,expenses,losses,liabilities,penalties,fines,and other proceedings including without limitation reasonable attorneys fees and expenses arising directly or indirectly from or out of or n any way connected with any failure of the Property to comply with any of the Access Laws The obligations and liabilities of Grantor under this section shall survive any �> termination, satisfaction, assignment, iudicial or nonludicial foreclosure proceeding, or delivery of a deed in lieu of foreclosure �� MISCELLANEOUS PROVISIONS The following miscellaneous provisions are a part of this Deed of Trust C--) Amendments This Deed of Trust,together with any Related Documents,constitutes the entire understanding and ry agreement of the parties as to the matters set forth in this Deed of Trust No alteration of or amendment to this Deed of Trust shall be effective unless given in writing and signed by the party or parties sought to be charged or bound by the alteration or amendment Annual Reports If the Property is used for purposes other than Grantor's residence,Grantor shall furnish to Lender, upon request, a certified statement of net operating income received from the Property during Grantor's previous fiscal year in such form and detail as Lender shall require "Net operating income"shall mean all cash receipts from the Property less all cash expenditures made in connection with the operation of the Property �11 1 .J !lip 04-21-2000 DEED OF TRUST Page 10 Loan No (Continued) Arbitration. Lender and Grantor agree that all disputes, claims and controversies between them,whether us Individual,joint,or class In nature,arising from this Deed of'Mist or otherwise,Including without limitation c� contract and tort disputes,shall be arbitrated pursuant to the Rules of the American Arbitration Association, upon request of either party. No act to take or dispose of any Collateral shall constitute a waiver of this arbitration agreement or be prohibited by this arbitration agreement This Includes,without Iarrtation,obtanng Injunctive relief O or a temporary restralnng order,invoking a power of sale under any deed of trust or mortgage,obtaining a wit of a attachment or imposition of a receiver, or exercising any rights relating to personal property, including taking or disposing of such property with or without judicial process pursuant to Article 9 of the Uniform Commercial Code Any disputes,claims,or controversies concerning the lawfulness or reasonableness of any act,or exercise of any o right.concerning any Collateral,including any dawn to rescind,reform,or otherwise moddy any agreement relatng to Ler the Collateral,shall also be arbitrated,provided however that no arbitrator shall have the right or the power to enjoin or restrain any act of any party Judgment upon any award rendered by any arbitrator may be entered in any court having junsdicbon Nothing In this Deed of Trust shall preclude any party from seeking equitable relief from a court of o competent junsdicbon The statute of Imitabans, estoppel, waiver, laches, and similar doctrines which would c otherwise be applicable in an action brought by a party shell be applicable n any arbitration proceeding,and the N commencement of an arbnrabon proceeding shall be deemed the commencement of an action for these purposes The Federal Arbitration Act shall apply to the construction,interpretation,and enforcement of this arbitration provision Applicable Law. This Dead of Trust has been delivered to Lender end accepted by Lender In the State of Washington. Subject to the provisions on arbitration,this Deed of Trust shall be governed by and construed In accordance with the laws of the State of Washington. Caption Headings. Caption headings n this Deed of Trust are for convenience purposes only and are not to be used to interpret or define the provisions of this Deed of Trust Merger. There shall be no merger of the interest or estate created by this Deed of Trust w#n any other interest or estate in the Property at any time held by o for the benefit of Lender n any capacity,without the written consent of Lender Multiple Parties. All obligations of Grantor under this Deed of Trust shall be joint and several,and all references to Grantor shall mean each and every Grantor This means that each of the persons signing below is responsible for all obligations in this Deed of Trust Severabllity if a court of competent junsdicbon finds any provision of this Deed of Trust to be invalid or unenforceable as to any person or circumstance,such finding shall not render that provision invalid or unenforceable as to any other persons or circumstances If feasible,any such offending provision shall be deemed to be modified to be within the limits of enforceability or validity,however,if the offending provision carrot be so modified,it shall be stricken and all other provisions of this Deed of Trust In all other respects shall remain valid and enforceable Successors and Assigns Subject to the limitations stated in this Deed of Trust on transfer of Grantor's interest,this Deed of Trust shall be txrxing upon and inure to the benefit of the parties, their successors and assigns 11 ownership of the Property becomes vested in a person other than Grantor, Lender,without notice to Grantor, may deal with Grantor's successors with reference to this Deed of Trust and the Indebtedness by way of forbearance or extension without releasing Grantor from the obligations of this Deed of Trust or liability under the Indebtedness Time Is of the Essence. Time is of the essence in the performance of this Deed of Trust Waivers and Consents Lender shall not be deemed to have waived any nghts under this Deed of Trust(or under the Related Documents)unless such waiver is in writing and signed by Lender No delay or ontssiort on the pert of Lender in exercising any right shall operate as a waiver of such right or any other right A waiver by any party of a provision of this Deed of Trust shall not constitute a waiver of or prejudice the party's right otherwise to demand strict compliance with that provision or any other provision No prior waiver by Lender.nor any course of dealing between Lender and Grantor,shall constitute a waiver of any of Lender's rights or any of Grantor's obligations as to any future transactions Whenever consent by Lender is required n this Deed of Trust,the granting of such consent by Lender m any instance send not constitute continuing consent to subsequent instances where such consent is required Waiver of Homestead Exemption. Grantor hereby releases and waives all nghts and benefits of the homestead exemption laws of the State of Washington as to all Indebtedness secured by this Deed of Trust -zip, • 04-21-2000 DEED OF TRUST Page 11 Loan No (Continued) Unless you provide us with evidence of the Insurance coverage as required by our contract or loan agreement, we may purchase insurance at your expense to protect our interest This insurance may, but need not, also protect your interest. If the collateral becomes damaged, the coverage we purchase may not pay any claim you make or any claim made against you. You may later cancel this coverage by providing evidence that you have obtained property coverage elsewhere. You are responsible for the cost of any insurance purchased by us. The cost of this insurance may be added to your contract or loan balance. If the cost is added to your contract or loan balance, the Interest rate on the underlying contract or loan will apply to this added amount. The effective date of coverage may be the date your prior coverage lapsed or the date you failed to provide proof of coverage The coverage we purchase may be considerably more expensive than insurance you can obtain on your own and may not satisfy any need for property damage coverage or any mandatory liability insurance requirements Imposed by applicable law. EACH GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS DEED OF TRUST,AND EACH co GRANTOR AGREES TO ITS TERMS r-- GRANTOR LIBERTY RIDGE‘ L L C By. C By &f.4.1.~- 2iCoavri-4' u'r GARY M M NO,Manager DONALD J M NO,Manager - 0 LIMITED LIABILITY COMPANY ACKNOWLEDGMENT Ca C,4 STATE OF Wa5 to n ) • -•.,JA i. )SS G. .�'�of1 EX4.. . 1;� COUNTY OF Kin 8- ) ,.0'�.,0-tAivi `�� J .o U :OZ QJf 3 - • aVC a On this day of • �1r I 20 0� , before ,1156'•• � K Manalger Pe o BEIY RTY appeared GARY M MERUNO, Mana of LIBERTY RIDGE L L C, arO, • . RIDGE L L C, and personally known to me or proved to me on the baslfp• setpf gglence to be members or designated agents of the limited liability company that executed the Deed of T •rt1l{sR31tedged the Deed of Trust to be the free and voluntary act and deed of the limited liability company,by authority of statute,its articles of organization or its operating agreement, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute s Deed of Trust d to fa executed the Deed of Trust on behalf of the limr.tyl liabilityI company, By Residing at ,r K-�a Notary Public In and for the State of" YV(Av h My commission expires 10 l 1 40 0 :�1A • • • 04-21-2000 DEED OF TRUST . Page 12 Loan No (Continued) REQUEST FOR FULL RECONVEYANCE To ,Trustee The undersigned a the legal owner and holder of all indebtedness secured by this Deed of Trust You are hereby requested,upon payment of all sums owing to you,to reconvey without warranty,to the persons entitled thereto,the nght. Ode end interest now held by you under the Deed of Trust Date: Beneficiary, By. Its. LASER PRO.Reg US Pet&T U Oil Vet 3 29(C)Cereeferel 2000 rei moms resolved[WA-G01 UBERTY U.N CO OYU • • 1-A • NaA • 60 - 1Z3 (y) DEVELOPMENT PLANNING CITY OF RENTON SEP 1 1 2000 RECEIVED TRAFFIC IMPACT ANALYSIS r - LIBERTY RIDGE - RENTON, WASHINGTON r;, _vi t. :i • SEPTEMBER 6, 2000 Prepared for: LIBERTY RIDGE, LLC • • DAVID I. HAMLIN AND ASSOCIATES 1319 DEXTER AVENUE NORTH, SUITE 270 SEATTLE, WASHINGTON 98109 (206) 285-9035 SEE DRAWINGS) i DEVELOPMENT PLANNING CITY OF RENTON SEP 1 1 2000 RECEIVED TRAFFIC IMPACT ANALYSIS LIBERTY RIDGE RENTON, WASHINGTON - / SEPTEMBER 6, 2000 \.),r, WAS "tfic, iY� ;/�v 22aa q` Prepared for: ?�' i~ lsi���9 ti�� LIBERTY RIDGE, LLC k's �slCNAL } EXPIRES: L�<%. .,-t DAVID I. HAMLIN AND ASSOCIATES i 1319 DEXTER AVENUE NORTH, SUITE 270 SEATTLE, WASHINGTON 98109 (206) 285-9035 TRAFFIC IMPACT ANALYSIS LIBERTY RIDGE RENTON, WASHINGTON INTRODUCTION The information that follows is intended to address the anticipated transportation impacts resulting from the development of the proposed Liberty Ridge subdivision in the City of Renton. The project is located on the south side of NE 3h/461 Street, east of Edmonds Avenue, and will include 436 single-family residential lots. The subject site was previously proposed for development as the Cedar Crest Manufactured/Modular Home Community. This report reviews existing conditions, estimates the project trip generation and distribution, determines the impacts to the adjacent intersection levels of service, and develops any appropriate mitigation for the project. The remainder of this report will summarize the findings of the data collection and analysis. PROJECT DESCRIPTION The subject property is located south of NE 3'1/4h Street and east of Edmonds Avenue. Edmonds Avenue was recently extended south from NE 3h/4t Street as part of the development of the La Colina subdivision. (See Figure 1.) The Edmonds Avenue extension is planned to serve as the sole public access to the subject property. (An emergency vehicle access road connecting to La Colina and its roadway connection to Liberty Ridge will provide a secondary emergency access.) An internal street system consisting of'loops and cul-de-sacs will serve the individual homes in the subdivision. The property is currently undeveloped, and was previously used as a gravel mine. The remainder of this report will analyze the effects of the development of the proposed action, and the traffic-related impacts that can be expected on the adjacent intersections and roadways in the area. The City of Renton has specifically asked that the intersections of NE 3'4/4th Street and Edmonds Avenue, NE 3'd Street and Sunset Blvd., and Edmonds Avenue and Sunset Blvd. be reviewed in the analysis. A fourth intersection, NE 4th Street and Monroe Avenue has also been included. A reduced copy of the site plan has been attached. 1 _ 1I EXISTING CONDITIONS Roadways The following describes the roadways in the vicinity that will be impacted by the proposed project. • NE 3rd/4`h Street is an east-west arterial consisting of two lanes in each direction plus left-turn storage. Curbs, gutters, and street lights have been installed on both sides of the street, with sidewalk on the north side. In the vicinity of the site, NE 3'd/4'h Street is characterized by a sloping vertical curve that also includes some horizontal curvature. Traffic signals have been installed along NE 3d/4'h Street at major intersections including Sunset Blvd., Bronson Way, Edmonds Avenue, Jefferson Avenue, and Monroe Avenue. The posted speed limit is 35 mph and the adjacent land uses are a mix of commercial, residential, and educational uses. • Edmonds Avenue is a two lane north-south street that has recently been extended south from NE 3rd/4th Street as part of the site access for the adjacent La Colina subdivision. Edmonds Avenue, north of NE 3'I/4`h Street, is striped for two lanes, curb and gutter have been installed on both sides of the street, and sidewalk exists on the west side of the street. The adjacent land use is multi-family residential between NE 3'd Street and NE 46 Street, transitioning to single-family residential further to the north. • Monroe Avenue is a four-lane north-south arterial lying to the east of the proposed subdivision. Curb, gutter, and sidewalk have been installed. Monroe Avenue provides access to Renton Technical Institute, Greenwood Cemetery, and the King County road maintenance shops. • Sunset Boulevard lies to the west of the site immediately west of I-405. Sunset Blvd. is seven/eight lanes wide in this vicinity and includes curb, gutter, sidewalk, and street lights. The posted speed is 30 mph and the adjacent land use is commercial. Access to I-405 is available from Sunset Boulevard. Traffic Volumes AM and PM peak hour turning movement counts for the year 1999 were acquired from the City of Renton for use in this study. Counts were available for the intersections of NE 3xd/4th Street and Edmonds Avenue, NE 3`d Street and Sunset Blvd., NE 4th Street and Monroe Avenue, and Sunset Avenue and Edmonds Avenue. These counts are 2 summarized on Figures 2 and 2A. The 1998 daily traffic volumes along arterials in the vicinity are also shown on Figure 2. Transit/Pedestrian/Bicycle Facilities Metro Transit is responsible for providing transit service in the City of Renton. Route #105 currently serves NE 31d Street between Sunset Blvd. and Edmonds Avenue, and Edmonds Avenue between NE 31d and NE 4th Street. Service is provided between Kennydale and Downtown Renton at approximately 30 minute headways from around 4:30 AM to 7:00 PM. Service is also available on the weekends at about 60-minute headways for slightly fewer hours. Route#105 continues from downtown Renton to the Fairwood area as Route#148. Additional routes are available from downtown Renton. Sidewalks have been installed along most of the streets in the vicinity of the project, P with the exception of sections of the south side of NE 3' Street and the east side of Edmonds Avenue. Pedestrian signal indications are typically installed at intersections controlled by traffic signals in the City of Renton. , I Level of Service The following intersections in the area were analyzed with respect to level of service for the proposed subdivision. NE 3'd/4t Street and Edmonds Avenue NE 3'd Street and Sunset Boulevard NE 4th Street and Monroe Avenue Edmonds Avenue and Sunset Boulevard II "Level of service" is a common term used in the Traffic Engineering profession that is defined as a qualitative measure describing operational conditions within a traffic stream, and its perception by motorists and/or passengers. These conditions are usually described in terms of such factors as speed and travel time, freedom to maneuver, traffic interruptions,'comfort and convenience, and safety. Six levels of service are designated, ranging from "A" to "F", with level of service "A" representing the best operating conditions and level,of service "F" the worst. The actual capacity of an intersection is generally considered to be at the lower end of level of service "E" and most agencies strive to maintain a roadway network that will not drop below this level of operation, except perhaps during unusual periods such as holiday shopping, sporting events, etc. Calculations for the level of service analyses were conducted using the McTrans Highway 3 i 11 Capacity Software version 2.1f based on the 1994 Highway Capacity Manual. AM and PM peak hour turning movement counts provided by the City of Renton were used in the analysis of the existing conditions. All of the intersections analyzed are controlled by traffic signals. The following table shows the levels of service for the existing conditions. TABLE 1 EXISTING PEAK HOUR LEVELS OF SERVICE LOCATION PEAK HOUR LEVEL OF SERVICE (DELAY) NE 3n1/4th Street and AM EB - B ( 6 sec.) Edmonds Avenue WB - B (7 sec.) NB - C (20sec.) SB - C (21 sec.) OVERALL - B ( 7 sec.) PM EB - B ( 7 sec.) WB - B ( 6 sec.) NB - C (20 sec.) SB - C (20 sec.) OVERALL - B ( 7 sec.) NE 3'd Street and AM EB - D (29 sec.) Sunset Blvd. WB - C (24 sec.) NB - C (16sec.) SB - C (25 sec.) OVERALL - C (22 sec.) PM EB - D (30 sec.) WB - D (34 sec.) NB - B (15 sec.) SB - D (30 sec.) OVERALL - D (28 sec.) 4 TABLE 1 (con't.) EXISTING PEAK HOUR LEVELS OF SERVICE LOCATION PEAK HOUR LEVEL OF SERVICE (DELAY) NE 4th Street and AM EB - B (15 sec.) Monroe Avenue WB - D (39 sec.) NB - D (27 sec.) SB - D (25 sec.) OVERALL - D (31 sec.) PM EB - B (14 sec.) WB - C (19 sec.) NB - C (25 sec.) SB - C (24 sec.) OVERALL - C (18 sec.) Sunset Blvd. and AM EB - B 9 sec.) Edmonds Avenue WB - B (13 sec.) NB - B (14 sec.) SB - B (14 sec.) OVERALL - B (12 sec.) PM EB - B (11 sec.) WB - B (15sec.) NB - C (16 sec.) SB - C (16 sec.) OVERALL - B (13 sec.) Where: LOS Delay A < 5 seconds B > 5 & < 15 seconds C >15 & < 25 seconds D >25 & < 40 seconds E >40 & < 60 seconds F >60 seconds The results of the capacity analyses for the existing conditions indicate that all of the - - intersections are currently operating at an overall level of service "D" or better. 5 Accident History Traffic accident records along NE 3't1/4t` Street were obtained from the City of Renton. The following table summarizes the accident history along this roadway for the time period of January 1996 through December of 1998. 1 TABLE 2 1 ACCIDENT HISTORY j ACCIDENT TYPE , - LOCATION PDO* INJURY FATALITY TOTAL NE 3'/NE 4th Street 1 at Sunset Blvd. 1996 4 6 0 10 1997 18 4 0 22 1998 8 4 0 12 between Sunset Blvd. and Bronson Way/Monterey Drive 1996 0 0 0 0 ' 1997 1 0 0 1 1998 4 2 . 0 6 I I at Bronson Way/Monterey Drive 1996 4 2 0 6 1997 3 4 0 7 1998 5 0 0 5 between Bronson Way and Blaine Avenue 1996 2 1 0 3 1997 1 1 0 2 1998 4 1 0 5 at Blaine Avenue 1996 0 1 0 1 1997 3 5 0 8 j 1998 3 0 0 3 6 TABLE 2 (con't.) ACCIDENT HISTORY ACCIDENT TYPE LOCATION PDO* INJURY FATALITY TOTAL NE 314/NE 4th Street between Blaine Avenue and Edmonds Avenue 1996 0 1 0 1 1997 3 1 0 4 1998 5 0 0 5 at Edmonds Avenue 1996 0 2 0 2 1997 2 1 0 3 1998 2 0 0 2. between Edmonds Avenue and Jefferson Avenue 1996 0 0 0 0 1997 0 0 0 0 1998 0 1 0 1. at Jefferson Avenue 1996 1 0 0 1 1997 0 1 0 ' 1 1998 0 2 0 2 between Jefferson Avenue and Monroe Avenue 1996 1 1 0 2 1997 1 6 0 7 1998 4 1 0 5 at Monroe Avenue 1996 5 0 0 5 1997 6 3 0 9 1998 1 1 0 2 ` The accident history indicates that NE 3'' Street and Sunset Blvd. recorded the highest number of accidents at the intersections for the time period reviewed. The section of 7 NE 4th Street between Jefferson Avenue and Monroe Avenue had the highest number of mid-block collisions. The predominant accident type at the intersections was the rear-end collision comprising yP P g 41% of the accidents, followed by sideswipe accidents at 18%, approach turn accidents at 17%, right angle accidents at 16%, fixed object collisions at 5%, head-on accidents at 2%, and 1% of the accidents noted as "other". Rear-end collisions were also the predominant type in the mid-block sections comprising 43% of the collisions, followed by right-angle and fixed object collisions at 17% each, sideswipe collisions at 14%, head-on collisions at 7%, and 2% "other" accidents. While it is possible that the increase in traffic associated with this project could result in an increase in the probability that an accident may occur, the accident rate is likely to stay the same. Roadway Projects The City of Renton has listed a multi-model improvement project in its current (2000- 2005) T.I.P. as the only transportation improvement project in the vicinity of the proposed subdivision. This project involves a series of corridor improvements on NE 3"'/NE 4th Street to improve transit speed and reliability, including a hill climbing lane from Monterey Avenue to east of Edmonds Avenue, along with transit priority signal treatments throughout the corridor. Most of the funds associated with the $2.5 million project have not yet been determined. FUTURE CONDITIONS Trip Generation The ITE Trip Generation Manual (published by the Institute of Transportation Engineers, 6th Edition, 1997) has been used to estimate the number of trips that can be expected to be generated by a development of this type. ITE Land Use Code 210, Single Family Detached Housing, was chosen as the appropriate trip rate for use in this assessment. Table 1 shows the trip generation for the proposed subdivision using the average trip rates. 8 TABLE 1 ESTIMATED TRIP GENERATION LIBERTY RIDGE (436 LOTS) TIME PERIOD TRIP RATE TOTAL TRIPS Daily - 9.57 4172 AM Peak Hour In - 82 Out 245 Total .75 327 PM Peak Hour In 282 Out 158 Total 1.01 440 Trip Distribution/Assignment The proposed subdivision will generate new traffic that will impact the adjacent streets. This traffic will initially be distributed onto Edmonds Avenue and NE 3rd Street, with further distribution to other arterials and the regional transportation system. Good access to I-405 is available from the site. It is reasonable to assume that the majority of the trips during the peak hours will be work or shopping related. Figure 3 shows the estimated trip distribution for the site by percent and daily volume. This distribution is based on data used in the previous development proposal for the subject property, which was based on information provided by the City of Renton (i.e., traffic counts and land use data). It is expected that the majority of the site traffic would be distributed to and from the west where access to the regional transportation facilities is available and the majority of employment and activity centers are located. Figures 4 and 5 show the AM and PM peak hour trip assignment, respectively. The project will have its greatest off-site impact on the intersection of NE 314 Street and Sunset Boulevard (308 PM peak hour trips), after its initial impact at the intersection of NE 3n1/4th Street and Edmonds Avenue. Somewhat lesser impacts at the intersections of NE 4th Street and Monroe Avenue (110 PM peak hour trips) and Edmonds Avenue and Sunset Boulevard (22 PM peak hour trips) will occur. 9 Traffic Volumes Figures 6 and 7 show the projected future daily and PM peak hour traffic volumes with and without the development. The year 2004 has been used as the expected year when the project site could be built out. The volumes on Figures 6 have been estimated using a 2% annual background traffic growth rate, plus the trips associated with the La Colina subdivision added into these volumes. The volumes on Figure 7 include the daily and PM peak hour site development trips. Figures 6A and 7A show the AM peak hour traffic volumes for these future conditions. Level of Service Level of service calculations were conducted again for the intersections previously reviewed. It has been assumed for purposes of analysis that no changes in the geometric conditions at the intersections have occurred, and includes the recently completed revisions to the lane configuration and signal operation at the intersection of NE 3i1/4th Street and Edmonds Avenue. This intersection operation was modified slightly for the analysis of the future conditions to reflect changes associated with the La Colina development. The results of the future conditions, with and without the proposed development are shown in Table 4 using the volumes shown in Figures 6, 6A, 7, and 7A. The following table shows levels of service for the future conditions. The expected build-out of the project is 2004. 10 TABLE 4 FUTURE PEAK HOUR LEVELS OF SERVICE LEVEL OF SERVICE (DELAY) PEAK 2004 W/OUT 2004 WITH LOCATION HOUR PROJECT PROTECT NE 3'd/4t Street and AM EB - B ( 6 sec.) B (9 sec.) Edmonds Avenue WB - B ( 7 sec.) B (11 sec.) NB - C (24 sec.) D (31 sec.) SB - C (21 sec.) C (19 sec.) OVERALL - B ( 9 sec.) B (14 sec.) PM EB - B (10 sec.) B (12 sec.) WB - B (7sec.) B ( 9sec.) NB - C (19 sec.) C (24 sec.) SB - C (19 sec.) C (19 sec.) OVERALL - B ( 9 sec.) B (12 sec.) NE 3'd Street and AM EB - D (30 sec.) D (31 sec.) Sunset Blvd. WB -D (29 sec.) D (38 sec.) NB - C (17 sec.) C (17 sec.) SB - D (26 sec.) D (27 sec.) OVERALL - C (25 sec.) D (28 sec.) PM EB - D (36 sec.) D (37 sec.) WB - D (34 sec.) D (40 sec.) NB - C (19 sec.) C (20 sec.) SB - D (28 sec.) D (32 sec.) OVERALL - D (29 sec.) D (32 sec.) � I 11 TABLE 4 (con't.) FUTURE PEAK HOUR LEVELS OF SERVICE LEVEL OF SERVICE (DELAY) PEAK 2004 W/OUT 2004 WITH LOCATION HOUR PROJECT PROJECT NE 4th Street and AM EB - C (17 sec.) C (18 sec.) Monroe Avenue WB - E (48 sec.) E (52 sec.) NB - D (29 sec.) D (29 sec.) SB - D (28 sec.) D (28 sec.) OVERALL - D (36 sec.) D (38 sec.) PM EB - C (15 sec.) C (16 sec.) WB - C (20 sec.) C (21 sec.) NB - D (25 sec.) D (25 sec.) SB - C (24 sec.) C (25 sec.) OVERALL - C (19 sec.) C (19 sec.) Sunset Blvd. and AM EB - B (9 sec.) B ( 9 sec.) Edmonds Avenue WB - B (14 sec.) B (14 sec.) NB - B (14 sec.) B (14 sec.) SB - B (14 sec.) B (14 sec.) OVERALL - B (12 sec.) B (12 sec.) PM EB - B (12 sec.) B (12 sec.) WB - C (15 sec.) C (15 sec.) NB - C (16sec.) C (16sec.) SB - C (16 sec.) C (16 sec.) OVERALL - B (13 sec.) C (13 sec.) Where: LOS Delay A < 5 seconds B > 5 & < 15 seconds C >15 & < 25 seconds D >25 & < 40 seconds E >40 & < 60 seconds F >60 seconds 12 The results of the capacity analyses for the future conditions indicate that all of the intersections will continue to operate at level of service "D" or better, with or without the development of 436 single-family homes on the subject property. There will be some increased delay at these intersections as volumes increase over the next four to five years, and some intersection movements may drop below level of service "D"; however, the overall intersection level of service would not be expected to drop below the "D" range. SUMMARY/RECOMMENDATIONS The proposed Liberty Ridge subdivision will provide new single-family housing within the City of Renton. The 436-lot development would generate just under 4200 trips per day, 327 of which would occur during the AM peak hour and 440 during the PM peak hour. The majority of these trips are expected to travel on NE 3n1/4th Street, primarily to and from the west where the majority of the employment and activity centers are located. All of the site trips will initially travel through the intersection of NE 3rd/4th Street and Edmonds Avenue before dispersing to the east, west, or north. This intersection has recently been modified to serve the La Colina subdivision, which is currently under development. The intersection modifications at NE 3'd/4t Street and Edmonds Avenue should adequately handle the additional traffic associated with the development of Liberty Ridge. Beyond the intersection of NE 31d/4t Street and Edmonds Avenue, the intersection of NE 3'd Street and Sunset Blvd. would be impacted the most by the development of the site. This intersection has essentially been upgraded to its ultimate configuration and is able to handle a considerable volume of traffic. Development activity associated with the proposed subdivision would constitute an increase in PM peak hour traffic volumes through this intersection by about 5.9%. The capacity analyses completed for this summary indicate that the intersection would be able to absorb this additional volume (plus annual increases of 2%) and still operate at level of service "D". Lesser site development impacts are expected on Edmonds Avenue and NE 3n1/4h Street, to the east of Edmonds Avenue. Both the intersections of Edmonds Avenue and Sunset Blvd. and NE 4th Street and Monroe Avenue are expected to operate at level of service "D" or better. The project will be constructing street improvements within the plat and will be paying the City's traffic impact mitigation fee of$75 per daily trip for the number of lots developed. Based on the analyses completed in this summary no other improvements are recommended at this time. 13 APPENDIX 14 :"-•2;2i .)/..;',41-•-•.X',.. ,`•••••.,;‘.'7';'i7 il/'/'''');71-...:'1,'''. '.......----. ' -:::"'/:';';t‘:s" ,.....".: ..:*:„........ .„.......' i , .'• . , .. ..• ..,'„,.........,....,,...1 ; , : Tho,,,,E ,Pe.,., ./..." r , i , , ' 0 I •- '.. -.,-;,- • '7,,'',..77:-•- „--. ..-',..,-..-.-_=,7,..... ,,,:- - -i - 1 1.1 l • Preliminary PIL: t of Liberty LiOge ,,,,....,,, ...„.,...,,,,,,,,,,,„.,..„....,,,..„.......„:,./..............,„..„:„..„.::::„...„.„...„..,„ , .... ,..,- ; , !:i:.;,,,:•,..,..j; •4•, 1,,;',7 : . ,;k1,21.. .. Z.......'..‘....,....',1-....:',...:::....`3%;.:..-•:-......:\ : ! ' . •• s a-- ,. i MIAD ASSOC/All Pro,laawrewest EAU 54.5.48.4 ' /• . law Sa811.4.4 ' 441 Ike Iharbt i -1 :--- baba,behawelaw ..,,,4-4.170...501•••4 i!'.!ti‘5,i.,....f..5j.\,/•• •va.j4fi'...::,:i...t,......p.,•:.:,4Z1.5::::;?..:.. i,•0.-4.:1::••4:34•fa.ir...‹.i...;"4:.........‘'.....:1:•.-.,:z..--"•....:F.'!•57.4-.2-j'.5...',....i•••••••••;4:42,•••1,,. ,...4 / Site Information ,,,,,,,,,.. LA PLANTA LLC UfERTY MOE LLa Vicinity Map Norm SCALE Legal Description LOIS 1.2 1.A 6.AND 8 or CITY OF RENTON LOT UNE AGAISMENT '02 . ; _,.„..•<•:";;;:•• •••:•Z'..7:....-...1:1.44.54ili:' fi-1.1:4711.; ;;11;;'.'• ....I ,'' •••••,,tAr. . . .• •,::, ,'„:,› ,'''',S.:-...,.•.-.--::,"....:,.•,:. ,••••••-:::,.;-...;-;•;;4•,...-:.;..,:,.-2::.•:::-•,,,;;;;,,,;,,,;,z.,.,,,,;,:;.71 i '7'...^...ii...'''''T--.-;0-.0.r.'114.%"* er', E V.::%'*•••.4,,-----...-;•-••••-'z'::'•::::','''.--. •/',..i.,'/•/''''''../14:: : ; >7 i• UM 1150,8.MI bider,6 NM ' • ••- I'llt:1:1' i IMUMMEMMIll (AS TO LOIS 2 5.6 OF LOr (A 9 RD LOIS L 4 l•8 Cr LOT ;0-...:.%.s" Ill % 1Sj• 'r 69 .:".!:=1-_, :•...Z.•-:.;..... ;::...1 a-.......- ,,/f f(j,,•;,,.';;;;;'-'• ME'AWL/0M.•1544-00-020-LLA)LINE ADA1STIADIT LLIA-60-02O-LLA) • NO.LUA-00-020-UA AS RECORDED ON BOOK 137 OF SURVEYS AT PAGES 22 22A.2.1.220 AND 220 UNDER RECORDING NUMBER V ‘'.:.RZ-p%.1..-.-. 1..-1.- r .:...i. -.-.' -"......... „l„,"' .......7..-,`..,:/. .ia$1*-1,;.-1.;1;,97.',7f,6.',1":75.`‘ .' 18000 M.O.,PARK I%8.18E 200 0/05-1011I ARE 5 ,.2 . 1 ''.... f•ih: 1 6 Tu...1YA 26186 5.T.1FA 26109 411 20000411900001,RECORDS OF IMIG MUM WASNERCTON.SA/D LOT USE ADA/SWAT BONG A pOR1ION CF SEGPONS 16 AND 17 .---,3-1"...;,...a... .,,,,,.• a.", ‘...._.. . .,47.'N-...',1".•'.1.1....':......:::1;.-2::5:".f.:*;1'1'1;Ifit.,;'1,.......'1'1..1'..,1,:;:! 006)575-2000 (000)762-9125 1.111- .11311114..23 NORIH RAN.5 E.1:1YM1 -i v.-- CITY or Regov ....- .,........:,...---.•..1 •:.' y.,,^:344 395 346 • ...........--) •,, 4.... ,;;;."..1..;71.,;..41,..1›:;!;1 1 i 0.101ER MERIT HOCE lle - 2125-10TH AVE 5 EXCEPT THAT POR11ON THEREOF LYING SOUTHEASTERLY;SOUTH AND .- ...-",,,..",•:".9-...„....-• :• 1. •1 ;1:ti.1‘, 41/0..kr.g°11111 qiW-.41 SEATTLE 11.1 28106 ,rY' SOLITIMESIDMY ell-SHE FOLLOW.DESCRIBED OE/ `34-8.•.1, n... .A....;..:i,',,,V,ff:,41,!;,•1:41P,,,.i i i:E.s.,,: ..... ..-_- 4411' (206)762-91.25 1'i cif,c.'57 /..9 -.1..•1%-7.7.-. ---.. ;...'f,l.12. ;i*:'.....Y..7.7.*7^--.-'-..,,,„,.. -.:'..."'';'.: -...AliiV1:1,V1;11F!;g4:'"i!,:;0.;';1:.'. .* :. . • ENDINEER/SuR1../ MAO ASSOOAIES . / BEGINNING AT SHE MOST SOU1HERLY CORN.STOOLS LOT?, 11614 11.1 AVE. 0-...,...;1,11 TH.CE NORM 1211702'1.11Zr ALONG ISLE BOUNDARY LINE OF SAID •.'.••;;„ ;;.„. 1•1 477 ..,.-%:-. ----,---.,.......!..,-----,.....7...,24:, ..,... ...s., ,.,,si,-;:::::. 4,.;q3i4A-.,:i:•.:.:!, :',•.. ,-= ,...;;;,./.....r „:. LOT I A DISTANCE OF 6270 FEET TO PIE NUE POINT OF BEGINNING MOIRE.; wa62111_8116034 Cr TIPS 1:t.,' fir, '.:1„1--. til , . -•'•• ,,.". ''.9'' 7••-',iiq.1.,.47.".4?...,,,,,, I MENGE NORM 53,2'49-EAST,190.00 IEEE 1 SCALE 1"-.100' 51TE AREA WWI R-1.2 C.ACRES ; 1....',;1:1L.,41;1.1-- '... ..". 1-. •.. ...1.1; 1:,'...-----:--1 '1,i.::M.W...1.1.......:C...1.11 E:ih.,'.!/E;E\E• :, !...5 tA 50 for SUE ARA 1.0.1. 17.2 AOXES '. 5.5 ci IHERCE NOTIII 09Z851-EASE<re,FEET, a , PIERCE NOR1H 4811723-EAST,6229 FEET, 1,:...,....:::;49. .,,, :...1- 4-L - ":- -0 '35° • A'!!!!!ii!;P-..V%--.-ft...„---,,C-4-.j ..,N, yam sr.AgE...... 107.5 ACR. ..,c::: 1.1 :Fr ...-........., ,....• •• 94.1.9 I • J ,F92 MERGE NORM,5a7r.,5'LASE 15582 FEET. • -. • • ' , .'.•-.. •••\',1 TOTAL AR.OF'm.o.-APE/ PIERCE SOON 84.713'EAST.8535 FEET, ' 1 Sii:I i:•. • E f.-••: r--- RMS.* 16.0 ACRES - MENGE ncena 5014255'E/sT 6193 FEET, TOTAL AREA AR MIT OF MAC 14.5 ACRES .......„..... 1;..i, ,;;,.fT :-.9:s.1,2 1.1 . .i .1 %.,:',..,1..,...*:„Oo• i••,.... Z.:.1:&1.ZZ..Z...1;1'......:1'..i..;;',1Sf.1,..1:i... :1e'va.,....,.. ,...,,,,, . i- _e • 0 03/ACRE MENDE P.M MUT.'MESE 2950 FEET; DIVING 0.5,111 PROPOSED... ZO DU/ACRE Sheet Index INENCE NORM 16.36.57'EAST,5538 FEET; IONE. o-ia RC MERGE salmi 8.37670 EA57.,77-,5 FEET 1 1' 11:4011. '..\ '• .:). F.''',7'I;:...A.,•,,E.P.4""I'•:.I,IV`i, madilf8 Or LOTS 06 MERLE NORM 781747-EAST.245.61 FEET ,. •• 4 a', , 40/.•4484. Eswara... ..4'. 55 ...N.. ..,./••if.,.,,,p.',,:.•,,,,,./ ES • tti. eyr.....se., '''' '•'.":' '. " - ' ''''''. ••• -....."A‘. '''''.-/'^' .;,i'Al.;/,,41,..,•'''..,/.., , ' ,.//dU7./.... ,____________§ . 00 NtrugOt OF°MELLING UNITS 436 1 Preliminary Plat THENCE NORTH 57•45'or EASE 6066 FEET: ...fiLTX:=" ... -1 f‘r lam,remar li •4•• ..........--n • r••• .., ... g Il S1PELT THE: ALLEN.100.11 LOT ste aPmoracs79''''A'''''''. ALLOT.WHAM LOT 11101H 30 FEE! MAIER/AWN/LOT 11101. 10 FEET ALLOT.Roomy.LOr WEPT. 55 FEET P.PCOLD SMALLEST LOr AREA: 4480 Dv 2 Lot Dimension and Adjacent Landowners Exhibit THENCE SOUTH 885523'EASE 182.26 FEET: THENCE NORTH 68-30:38'EAST,119.06 FEET: THENCE ROHM 563351 .ST.140.20 Fa-71 MENGE NORM 8574.22"EAST,.1.08 F.H M..NORM 301301'.51;94.41 FEET: 3 Preliminary Grading and Tree 111.1.NOUN 8726'06"EASE.64 FEET '-'-j ...11,49v , ,,, ".."'-4 1.1--- I r;3851'2831 2841253 : 14S'- 1..'....\:.: 1311::.'20;teqs1,‘\•.:,...'.,:::-......•7.3.... ‘ 7:4..1 4. ...•,,-/ ..,..,.... :,-:........4.1 'e', .,,..,...1....'::7,...,.-:,•.-_,:...4,.?:.;.%..-.1.::••.:;t.''-,::::1-,. ; 1 l'.%1';,!ii•5.,. • . ,,- ••:,, ,,?0's.•••2111/:;-.. .::..••'.-iii......::?•$---„Fi,;;MJ::-.•.•••'Ze.-• •`•-;.., Ia --- LIJ C:I PROPOSED SMALLEST LOT MIDDR 40 FEET 1HERCE SOU1H 417044 EAST, 1-4412..:1".. ..;',;;; 29;ni S...4., .Z.SS- n,• sc'k:„...-.'s s".,.-•,.••••••;;.,;ii:.W,4••• •.-e•••':-.,t.:*`•:,:n.--•-•.:, -----1":•-, • PROPR.50ALUST LOT GOlGH 87 MET Cutting/Land Clearing Plan, PIERCE SOLIIH 19.01,90'EASE 6855 FEET: ,,.., i ii... ..,.v;,,, ,,.:,,, ,42 io.o.4 ,,,,,.,,,.1,,,,,, .,• .\,..........v••-,,-.7;7.,;,,;,,q,.....,-.,:-.i..'?..,,,.,.::,iii , :'5i 44 i 4-, /.7„.. ,2. '--•' ...-M" L4-‘71:,'1,':.::•...-••• \:Z.'s.. •Lei.'i;...r.;1 Y,....:',.'s•n•••:.:•!•:r-.••••-•;..i•-;..----.-.---. . , (PEPOiNf.,.. :3 •... • PER.NTAGE OF SUE PIERCE SOUP,797859'EASE 9203 FEET: 1 • ''.1-:' n:. y.yr>/ 5....,....355. i‘..,,,'.%7.,7,..'......:.'‘‘. ...!....:N f .,...,/.. ' CC • WPM SMUT IMIS-0E-1101 1.1. and Road Sections MERLE NORTH.19111'54-EAST,14682 FE. .1:: ; ., • 1 ' ' fil• '''‘'......:•.-.7!°Z"..A..;.s•s.,..-,-.Y,..N.",:,..-:.‘"...--;,-..;: .:4.-,i'-', 1 , PER.NTACE Ov STREET RIGGS- PIERCE SOWN 4219'25-EAST,106.46 FEET TO ME EAST LINE OF SAID .':.:19114041111-1...•?'': .. • 23 - -f%,i...,,..• \'* •'•t..\--:\..*Z.'...:•.......••••:::::{•:-.Y`Z,.::•14:'*•:::::.V I 4:8-11AZ HWY R-10 16.3.11 4 Conceptual Utility and LOT 6 AND ME TERMINUS Cr MIS LINE PERCENTAGE OF OPEN SPACE. 55. .,,.,..... i Li- --.1411'1?.... '' '4 14 ,ii,,•=14"' '•• f, ,-,...--.•.'"3"A".:;;::::•,..-Ai.,,,;,i01;;;;.,4•4,,,EE: 1 (F.LADES LAMSCAPL WO/ Drainage Plan - N... SAACE RECREAMX GEM.. I-- MO NO.1PA.6) fto.BERffitlf.r.17atLIFI-501;-:tgftIA';17,2117,1.85.,F,,,ITlio.Erc(?.E:-C7y,ORDING /."V.*'•'• :i. -v.', '''''.f . •',./,',...• "---. pll,.' C.,.... ..7f...2..,,,•,.. ,:•.,•,•;,;./,,,,..s1,;:./i/./,,,, /1 '... ;•,.: .X 1.44 ./f l.' ;.4.1....i.,!!' ,,,,2,85.d•-• ilr,..... 5....:-.4, ,...••',...,....1.y.i....(0'../../..., ••/ • unumeuaytmes Notes WASHINGT./(PENDING)) ...ART 551808 Orr of-REN.1 / ,;:,.../ 1,1 2'-'t'.; ,,..n, Aq ---.-- -. ..._--V,.:••• ;,; ;;...:.;;.. i,...;V, , 41A.,4' i FrAnGe Orr OF RENTON 025T.MO TOPOGRAPHY A.MAP..SHORN 11.11DED Br LA .- /;;:'........'.1‘i..F.,"/ • ....,--......:-='.• :: .7''....-• . .:'''''''' ›. ‘1111‘. 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