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PROVIDE IV--DEPTH THREE WAY IMPORTED TOPSgLINALL LEVEL •[, Amm.t.,$ Un4JSl0olaeeo Wmyry 4-_ 5 \' c l-.- GRADEILARRNG AREAS.WORK INTO TOP 6'OF EXISTING SITE SOIL IA Cam• J FILL SOIL IN RAISED PLANTER AREA IS BY OTHERS - Inan ad, lrmmonlrpsme Hylreeerglopre \•\ \� lilt. COVER ALL SLOPE AREAS MORE THIN 1.S:t IN SLOPE WITH JUT MATT. W• ` In an plNpuW PIN MATT IN PLACE AND PIT PLANT GROUND COVERS,TREES ADO �.ja ^ ' l'� _ SHRUBS THROUGH MATT. \L1 �\ p.D511'SY \.... • L.B BB - I��v��\�1 1.1'\ CI;I CAGO, SCALE DRAIYNG/rto As SHOWN DARN SET To SEED eIO- U o 1 .,c�- ,r. Imlmisi0l� - 1 -I®I �I®Is�e��sl�lmmmlm1el�l�l USEGROUNDIIOVERSOL NYDR09®MIX FOR ATALL LOCATIONS DISTURBED BY CONSTRUCTION AND NOT TO RECEIVE TREES SHRUBS SHEET NO. OR GROUND COVERS I PROVIDE 2'DEPTH FIE GROUND BARK MULCH WITHIN ALL SHRUB t 'LEVEL GRADE.PLANTING BEDS. ALL NEW PLANTING AREAS SHALL RECEIVE AN AUTOMATICI IRRIGATION SYSTEM• P PIANT W YAIEAL GRAFTED AT F0.100%MATURE SPREADS I DIAMETERS. • • .• • ... —.. , 1 . 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N,1996S ` aas>ei s 60- O _(o stage ssaapPy ®A AV; 1 1 Eland Building Ltd Prtnrshp First City Washington I 1 Jeffer on Smurfit Corp I PO Box 80187 700 5Th Ave#6000 I PO Box 479 Seattle,WA 98108 Seattle, WA 98104 Renton, WA 98057 1 1 I , I King County I I Not Available From County I Area Plumbing&Pipefitting Indust Sea 500 4Th Ave#500 II 1200 Monster Rd SW 11595 Monster Rd SW#100 Seattle,WA 98104 I 1 Renton,WA 98055 III Renton,WA 98055 I i II IC I I Seattle City Treas I 11 2040 84Th Ave SE Mercer Island,WA 98040 i I ,I I : 1 ! 1 II I l --\ I ••• i . , 1 I 11 I i ! II I , I it — �> 1I ; I , 1 ! i , 1 i 1 . J 11 III 1 11 11 1 I ®09I5 JoJ aveldwal asn 1 wl S lae4s paazl 41oows `, , ',096c Jowlslagel sseippy ®A?J h"te Le iCgrpV Eland Building Ltd Prtnrshp First City Washington Jefferson Smurfit PO Box 80187 700 5Th Ave#6000 PO Box 479 cr Seattle, WA 98108 Seattle, WA 9810 Renton, A. '8 067 it King County Not Available , County Area Plumbing&Pipefitting Indust Sea 500 4Th Ave#500 1200 Monste a SW 595 Monster Rd SW#100 Seattle,WA 9$1�04 Renton, WA 94,055 Renton,WA 98055 --U ,,,4iii ..., Seattle City `yeas 2040 84Tbrire SE. Mercer Ig al7 WA 98040 , ,,,,..,11. ir AirAiII if y 11 y dr : ,. mac, ,,,, ,,,,.,, ,tz.,''' ,.,,,,-4! ita , ,,,, . . . f ilir .' '-' k , . ity �V p. y aoj avldwa}asfl wis$aa4S Pei 4IOOWS • • • REVISIONS:REVISED POI GRAPHIC SCALE 1. t br I°(ni„..,)1' I" *4, • (6)4 , • -•',.•- . \ \ '-'\----,-„,.:- .AtsilliPe, t.(41r-AliA ,....... , ,,E-4 •,,.. -\\ . . _ ..„ _ .1 -._ t\26„:-...„ _-_‘. ....,,,,ti______-,,,,,,,_. ,A,ifoao..... Fi...,tptINGTON T.ECKNICAL -.- 't A .--' -• •:' ,r•------lurei=7,77.7itz.---.•4421, ..,"„,.e-----. CENT E: It /• • r ..-3 . -09--..A.m.41—,,,,O.;'),;%: //kr44,;,......2_21.7.4.4:ppli .,_ef--- . 'W.' MONSTER 4:- 41°7tFa 11611. ,f:.: . .„.. ... I - „.,..,„. . , , o i _..„.;,, toil "\,‘ : \:-: . 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G�(SY 0 A NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- - SIGNIFICANCE MITIGATED (DNS-M) DATE: March 7,2000 LAND USE NUMBER: LUA-00-026,SA-H,V,ECF APPLICATION NAME: MONSTER ROAD OFFICE BUILDING PROJECT DESCRIPTION: The applicant has requested a Environmental Review and Site Plan Review and approval that would allow construction of a 45,000 gross square foot office building consisting of 3-stories over a one- story,on-grade parking garage. Construction would be on the south portion of an approximately 8-acre parcel. Wetlands, steep slopes (in excess of 40 percent), and areas previously mined for coal may be present. A variance has been requested to allow clearing of slopes 40 percent or greater. The City of Renton Hearing Examiner and Environmental Review Committee will review this proposal. PROJECT LOCATION: 1201 Monster Road SW OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A.14-day appeal period will follow the issuance of the,DNS-M. , _ PERMIT APPLICATION DATE: February 25,2000 NOTICE OF COMPLETE APPLICATION: March 7,2000 Permits/Review Requested: Environmental(SEPA)Review,Site Plan Review Other Permits which may be required: Grade and Fill Permit,Construction Permits,Building Permits Requested Studies: Geotechnical study and report,wetland delineation and report Location where application may - be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: A public hearing is tentatively scheduled for April 25,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Vacant Zoning: Industrial,Medium(IM) Comprehensive Plan Designation: Employment Area-Valley Environmental Documents that Evaluate the Proposed Project: "Preliminary Technical Information Report,"by Pacific Engineering Design,Inc., dated 02/15/00;"Geotechnical Engineering Study,"by Earth Consultants,Inc., dated 01/10/00;"Monster Road Wetland Delineation,"by Shapiro and Assoc., Inc.,dated 01/00. Development RegulatIons . Used For Project Mitigation:,.. .. . . Renton Municipal,Code,Washington State.Environmental Policy Act Proposed Mitigation Measures: . . 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King county Surface Water Design Manual(KCSWDM),Appendix NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION D. This will be required during the construction of both off-site and on-site improvements, as well as building construction. 2. The applicant shall construct shallow drainage swales to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation,growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the KCSWDM. Temporary pipe systems can also be used to convey stormwater across the site.This will be required during the construction of both off-site and on-site improvements, as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements,as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations for change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary plat construction. Certification of the installation,maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat.The applicant shall designate staging areas for temporary stockpiles of excavated soil prior to the initiation of project construction. Excavated soils shall not be placed on or adjacent to site slopes. 5. The applicant shall provide cover for temporary cut slopes and soil stockpiles during periods of inactivity. Temporary ' cover may consist of durable plastic sheeting that is securely anchored to the ground surface or straw mulch. Plastic sheeting should be placed and anchored as specified in Section D.4.2.3 of the King County Surface Water Design Manual (KCSWDM)—Appendix D. Mulch application shall conform to guidelines outlined in Section D.4.2.1 of the KCSWDM,Appendix D. . 6. The applicant shall establish permanent-cover over exposed areas that will not be worked for a period of 30 days or - more by seeding in conjunction with a mulch cover or appropriate hydroseeding. Site seeding should conform to the specifications presented in Section D.4.2.4 of the KCSWDM,Appendix D. 7. The applicant shall provide stabilized construction entrances as specified in Section D.4.4.1 of the KCSWDM, Appendix D,prior to the initiation of site clearing. ' 8. The applicant shall pay the applicable Transportation Mitigation Fee. 9. The applicant shall pay the appropriate Fire Mitigation Fee. Comments on the above application must be submitted in writing to Ms.Elizabeth Higgins,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 21 ,2000. This matter is also scheduled for a public hearing on April 25,2000,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyone who.submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: ELIZABETH HIGGINS (425)430-7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION o-1�' • 0 L �YYo0��Y1 �hl pixcte. ORT a 1 ' O F0:RT ` I y. D (.null F 1 / ,�( s ' IC `.'+ ...nr - /1".1141 Ell: ems Lose ' -, l±.' . t ,.. \ D E NET • \ el �! ! 'tip •�t� � . ....fin•: vim, .'y�Q(• �,, • NOTICE OF .i cx10 —=`) r:,� Y�O`...p BY O �" \ �.� 1 ipmemmumair ilimi TON -4 02 \VV. 041 t lic Works - < ton 98055 0Vrt,itti 4 X 0-4 ! : 0 IIAR 0 WO 0 ! OW a Z 0 3 co 1- cc cc PB METER * 4,0-re D „....„.... ,.. ; ,, 7158401 U.S. POSTAGE 4- N.) Cfikilijittyty / c / i Eland BuiiJ1, td Prtnrshp P x 0187 . Se -WA 98108 0UU t n , i i 1111111111//1111111111111111L1111111h1111111 -t.- ----' .'-.2.1".1'...2' Iliht11111111111111111/1“11111 g4c _ _ T :i; ' OF RENTON Planning/Building/Public Works `. a! ® NSA 900.0 �$�►1 ady Way - Renton Washington 98055 02 a ,.,Q_ i, M i�� 7ER RESS SERVICE REQUESTED �''�'' ~�.• 1i58401N)0 (1)- ,,, U.S. POSTAGE 6:47,,,0 Eland Build' b td Prtnrshp • -:.P - x 0187 .„ - . • Se NWA 98108 ODUZ `a . ARABLE ,. — — SSC�J - u`i '`a,, --- 1 FORWARD --`1 '`.s ' 0) • ti =ems = .- ,� iO SENDER G 11,1„I„1,1I,„,I,1r,1,1,,.,li;I iei,1,il,l,,,IIiuIsI„Il,„-1,l,l,l„I,Lii,,,l /1, • J • Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton WA 98055 20001023001178 CITY OF RENTON EAS 12.00 PAGE 001 OF 005 10/23/2000 15:12 KING COUNTY, WA • Title: UTILITIES EASEMENT Property Tax Parcel Number: 242304-9123-04 • m Prolect File t:LUA-00-026,SA-H,V,ECF Street IatasedrmaProjedNam,a 1201 Monster Rd. SW . Reference Number(s)of Documents assigned or released:Addrtianal reference numbers are on page `- Grantor(s): Grantee(s): 0 0 1.K & M Holdings IV, L.L.C. 1. City of Renton,a Municipal Corporation Cr . 2. -, Cat The Grantor,as named above,for or and in consideration of mutual benefits,hereby grants,bargains,sells aid delivers to• E'' the above named Grantee,the following described property: Additional legal is on page of document (Abbreviated legal description MUST go here) o LEGAL DESCRIPTION: o ,b .0 Cv • i J U N 2 3 2000 sU '--co 3- _ ` wG 0!V!S!0� H:1FORMS1KCRECORDIE.ASEMENT.DOc\ Page 1 FORM 03 OOGO CA2.21-97 EXCISE TAX NOT REQUIRED King Coun Records Division BY: ,DePutY . That said Grantor(s),for and in consideration of mutual benefits,do by these presents,grant,bargain,sell, convey,and warrants unto the said Grantee,its successors and assigns,an easement for public utilities ('including water,wastewater,and surface water)with necessary appurtenances over,under,through,across and upon the following described property(the right-of-way)in King County,Washington,more particularly described on page 1. (or if full legal is not on page 1—Exhibit A.) For the purpose of constructing,reconstructing,installing,repairing,replacing,enlarging,operating and maintaining utilities and utility pipelines,including,but not limited to,water,sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities,Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by thie Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the cci easement rights granted to the Grantee. c— Grantor shall not,however,have the right to: ' a. Erect or maintain any buildings or structures within the easement;or . b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the C7 utilities to be placed within the easement by the Grantee;or cn c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. Y od. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. _ e. Blast within fifteen(15)feet of the right-of-way. c=. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, CCv successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. By this cony , Grantor ,%•. Warrant and defend the sale hereby made unto the Grantee against all and every pe or persons '• •; er,lawfully claiming or to claim the same. This conveyance shall bind the heirs, tors, • . • d assigns forever. IN ,` SS `tom; d • .s for has caused this instrument to be executed this/6 day of l oo J r4itA,...e...--L- INDIVIDUAL FORM OFACINOWLEDGMENT Notary Seal m 'be vet box STATE OF WASHINGTON )ss 54 , COUNTY OF KING ) � ,,��0 '"+ I certify that I ka w or have satisfactory evidence that . ,c 7" f D4... _ je.0,1 T 4 ei b 2 o,i-N signed this instrument and �,, � ' Qua:s ' .•�i• ,,'•; acknowledged it to be his/her/their free and voluntary act for the uses land purposes ,,„:_, : . � . . o. N = mentioned in the instrument le v. 1.6"....", ?, 1„ cv.i -r- d 0 3,-7,1_,-,..,y ,1* kao 1.•' Q. otary Pu c in and for the State of Washington obi " ..� ,',, Or. ...c....�k.`, , Notary(Print) .� ---r 1t7 Q-V ..........`.. My appointment ex ires. G i,- c/7, 04 �`` Dated: o 6/'6/o 1 H:1FORMtS\KCRE RDlEASEMENT.DOCt Page 2 f� EXHIBIT A WATER EASEMENT FOR MONSTER ROAD OFFICE LEGAL DESCRIPTION LEGAL DESCRIPTION PARCEL 9: THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24. TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24 IN SAID TOWNSHIP AND RANGE; THENCE NORTH 8776'48" WEST ALONG THE NORTH UNE OF SAID NORTHWEST QUARTER, 1,214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8 (CHARLES MONSTER ROAD SOUTHWEST); THENCE SOUTH 32'29'51" EAST ALONG SAID WESTERLY MARGIN 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET A DISTANCE OF 139.14 FEET; THENCE SOUTH 01 24'51" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88'35'09" WEST 436.55 FEET; THENCE SOUTH 02'33'12" WEST 115.03 FEET; THENCE SOUTH 70'05'34" WEST 95.47 FEET; THENCE SOUTH 8817'17" WEST 105.38 FEET TO THE TRUE POINT OF BEGINNING; aQ THENCE NORTH 01'22'40" WEST 437.90 FEET; THENCE SOUTH 88'03'09" WEST 283.04 FEET; THENCE SOUTH 54'28'10" WEST 490.45 FEET TO THE EASTERLY MARGIN OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY RIGHT-OF-WAY; ca m THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN 1,610.67 FEET TO A cv POINT ON THE WESTERLY MARGIN OF COUNTY ROAD NO. 8 (CHARLES MONSTER ROAD), SAID POINT BEING ON A CURVE HAVING A RADIUS OF 250.37 FEET. THE RADIUS POINT OF WHICH BEARS NORTH 58'59'44" EAST; THENCE NORTHERLY ALONG SAID CURVE AND WESTERLY MARGIN 250.58 FEET TO THE SOUTHWESTERLY LINE OF A TRACT OF LAND DESCRIBED IN DEED RECORDED UNDER RECORDING NO. 8606190933; THENCE NORTH 4812'23" WEST ALONG SAID SOUTHWESTERLY UNE 420.25 FEET; THENCE NORTH 09'01'55" EAST ALONG THE WESTERLY UNE OF SAID TRACT 125.00 FEET; THENCE NORTH 4616'56" EAST ALONG THE NORTHWESTERLY UNE OF SAID TRACT 17.69 FEET; THENCE NORTH 04'58'17" WEST 410.23 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT PORTION LYING NORTHERLY OF THE CENTERUNE OF A RAILROAD SPUR EASEMENT AS DESCRIBED IN RECORDING NO. 5331102. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PAGE 1 OF 3 EXHIBIT A WATER EASEMENT FOR MONSTER ROAD OFFICE LEGAL DESCRIPTION SAID PORTION IS A 15 FOOT MADE WATER EASEMENT MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PARCEL; THENCE ALONG A CURVE TO THE RIGHT ON EASTERLY PROPERTY LINE HAVING A RADIUS OF 250.37 FEET THROUGH THE CENTRAL ANGLE OF 1417'12"40.87 A DISTANCE OF 62.43 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE CURVE TO THE RIGHT HAVING A RADIUS OF 250.37 FEET THROUGH THE CENTRAL ANGLE OF 0327'49" A DISTANCE OF 15.14 FEET TO A POINT; THENCE S6724'28"W A DISTANCE OF 20.40 FEET TO A POINT; THENCE N6910:53"W A DISTANCE OF 29.90 FEET TO A POINT; THENCE N65'24'54"W A DISTANCE OF 27.53 FEET TO A POINT; THENCE N6118'54"W A DISTANCE OF 45.51 FEET TO A POINT; THENCE N58'48105"W A DISTANCE OF 56.02 FEET TO A POINT; THENCE N5029'21"W A DISTANCE OF 43.68 FEET TO A POINT; THENCE N3914'21"W A DISTANCE OF 13.63 FEET TO A POINT; THENCE N50'45'39"E A DISTANCE OF 8.56 FEET TO A POINT; THENCE N3914'21"W A DISTANCE OF 15.00 FEET TO A POINT; THENCE S50'45'39"W A DISTANCE OF 8.56 FEET TO A POINT; THENCE N391421"W A DISTANCE OF 19.42 FEET TO A POINT; `f' THENCE N05'45'39"E A DISTANCE OF 11.67 FEET TO A POINT; THENCE N50'45'39"E A DISTANCE OF 48.50 FEET TO A POINT; a THENCE S3914'21"E A DISTANCE OF 20.27 FEET TO A POINT; THENCE N50'45'39"E A DISTANCE OF 26.68 FEET TO A POINT; THENCE N3914'21"W A DISTANCE OF 35.27 FEET TO A POINT; THENCE S50'45'39"W A DISTANCE OF 65.65 FEET TO A POINT; THENCE N3914'21"W A DISTANCE OF 17.84 FEET TO A POINT; THENCE S50'45'39"W A DISTANCE OF 15.00 FEET TO A POINT; • THENCE S3914'21"E A DISTANCE OF 17.10 FEET TO A POINT; . ' THENCE S05'45'39"E A DISTANCE OF 25.14 FEET TO A POINT; • THENCE S3994'21"E A DISTANCE OF 55.74 FEET TO A POINT; THENCE S5029'21"E A DISTANCE OF 46.25 FEET TO A POINT; THENCE S58'48'05"E A DISTANCE OF 57.44 FEET TO A POINT; THENCE S6118'54"E A DISTANCE OF 45.84 FEET TO A POINT; THENCE 565'24'54"E A DISTANCE OF 29.67 FEET TO A POINT; THENCE S6910'53"E A DISTANCE OF 35.82 FEET TO A POINT; THENCE THE TRUE POINT OF BEGINNINGA TON CEASTERLYE OF 3 2 FEET TO PROPERTY LINE. 'I 'dee p , 1 yc ,p 28454 ' Fe/STE\kE" ! * . ss/0NA L c\k% PAGE 2 OF 3 EXPIRES: OCT. 11, 2000 k... 2000 102 300117 .5 LINES TABLE WATER EASEMENT FOR MONSTER ROD OFFICE LINE BEARING DISTANCE A PORTION OF THE N.W. 1/4 OF SECTION 24 TOWNSHIP 23 NORTH, RANGE 4 EAST, W. AL Li N 5045'39' E 8.56' I L2 N 3914'21' W 15.00' L3 S 5045'39' W 8.56' SCALE: 1.•.60 \ N L4 N 39'14'21' W 19.42' L5 N 05'45'39' E 11.67' L6 N 50'45'39' E 48.50' L7 S 3914'21' E 20.27' ,. •• \ L8 N 50'45'39' E 26.68' -- ,, t,, LIO N 3914'21' W 17.84' .-- \ ,q \ ------------ ' Lii S 50'45'39' W 15.00' ..- .,:•''.,,,, ....-- \ L12 S 39'14'21' E 17.10' \- ------ L13 S 05'45'39' W,,,,,, 461. \ , '• •, \ ••iB.,U,ILDING .• r_fr•.i''''' ''rA.„''., ,.i4n'.',-.',:':•i'i,1 .2..i7_.27,--a •,-' N6 N14541'1583 83.9.54146.56'18'8423'''0"1'"W 1'4.• ••', \53•6-e.6':) 2c4.4'\0•', W /..—.- / " N3914'21W 5 6.02 N69.3?153:w N50221W 2990 C N391 "W NZW ',4c6'1• 3'.'0 7.".-.:3,....;•...4.2...•.9 r4n-, 2- , 8-ETPOIABRCOMMENCING /. • . 1---b 10 co , , ) I in .4, ,-J - -• '' .82 am i , \.1,,_-, 421 ,', ttb• ,6b, If/ , e 4'3 L12 51., 6..c.. ......„ 29.67'54E S65'24 ° i AP 1 v,, ,p 28454 S391 4'21"E SI-1 PLOTTED: 06-29-00 I,s, ecisit0- 4.' c3\ 40NA L —*C ....--.- PATH: P:\SD_S(\PROJ\99078\99078WAEASALDWG _----------- PAGE 3 OF 3 !EXPIRES: OCT. 11. 2000 .....-- --- Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton WA 98055 20001023001179 CITY OF RENTON EAS 12.00 PAGE 001 OF 005 10/23/2000 15:12 KING COUNTY, WA Title: UTILITIES EASEMENT Property Tax Parcel Number: 242304-9123-04 • Project File#:LUA-00-026,SA-H,V,ECF Street Intersectica or Project Name: 1201 Monster Rd. SW Reference Number(s)of Documents assigned or released:Additional reference numbers are on page Grantor(s): Grantee(s): 1.K & M Holdings IV, L.L.C. 1. City of Renton,a Municipal Corporation 2. • The Grantor,as named above,for or and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the above named Grantee,the following described property: Additional legal is on page of document (Abbreviated legal description MUST go here) LEGAL DESCRIPTION: o m cv 0 0 oF cv i r.F JUN2 3 2000 2 ®c,o_gip ‹,s' H:\FORMSSKCRECORDAEASEMENT.DOC\ Page 1 FORM 03 0000/b1ICA2-21-97 EXCISE TAX NOT REQUIRED King Count Records Division `F a That said Grantor(s),for and in consideration of mutual benefits,do by these presents,grant,bargai i,sell, convey,and warrants unto the said Grantee,its successors and assigns,an easement for public utilities ('including water,wastewater,and surface water)with necessary appurtenances over,under,through,across and upon the following described property(the right-of-way)in King County,Washington,more particularly described on page 1. (or if full legal is not on page 1—Exhibit A.) For the purpose of constructing,reconstructing,installing,repairing,replacing,enlarging,operating and maintaining utilities and utility pipelines,including,but not limited to,water,sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities,Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the Cr, utilities to be placed within the easement by the Grantee•,or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the o compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. m e. Blast within fifteen(15)feet of the right-of-way. cv This easement shall run with the land described herein,and shall be binding upon the parties,their)heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. By this conveyance,Grantor • • t and defend the sale hereby made unto the Grantee against all and cv every person o persons, a y: r,lawfully claiming or to claim the same. This conveyance shall bind the heirs,ex- ors, •' ' � ' .T'. assigns forever. IN r SS r • ; 1c •'for has cause this instrument to be executed this lG day of , aD.d (i �� `/ ,� INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) `,uiiiti0l0' •; I ecru tl I knowevidence that signed this instrument and • 9 7 f !14 �L • •.a.S •. I'2 ,1 acknowledged it to be his/her/their free an voluntary act for the uses and purposes six t7 4 t. mentioned in the instrument • '4 moo �• N ry P is in and for a State of Washington ,'f p • st~ Notary(Print) V 2e n My appointment expire: o /a<j D d Dated: 04/,4/ov H:\FORMS\KCRECORD\EASEMENT.DOC\ Page 2 L + EXHIBIT A SANITARY SEWER EASEMENT FOR MONSTER ROAD OFFICE LEGAL DESCRIPTION LEGAL DESCRIPTION PARCEL B: THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24 IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87'26'48" WEST ALONG THE NORTH UNE OF SAID NORTHWEST QUARTER, 1,214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8 (CHARLES MONSTER ROAD SOUTHWEST); THENCE SOUTH 32'29'51" EAST ALONG SAID WESTERLY MARGIN 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET A DISTANCE OF 139.14 FEET; THENCE SOUTH 01'24'51" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88'35'09" WEST 436.55 FEET; THENCE SOUTH 02'33'12" WEST 115.03 FEET; THENCE SOUTH 70'05'34" WEST 95.47 FEET; THENCE SOUTH 88'3717N WEST 105.38 FEET TO THE TRUE POINT OF BEGINNING; cry THENCE NORTH 01'22'40" WEST 437.90 FEET; THENCE SOUTH 88'03'09" WEST 283.04 FEET; THENCE SOUTH 5478'10" WEST 490.45 FEET TO THE EASTERLY MARGIN OF a THE CHICAGO. MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY cp. RIGHT-OF-WAY; m THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN 1,610.67 FEET TO A POINT ON THE WESTERLY MARGIN OF COUNTY ROAD NO. 8 (CHARLES MONSTER o ROAD), SAID POINT BEING ON A CURVE HAVING A RADIUS OF 250.37 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 58'59'44" EAST; THENCE NORTHERLY ALONG SAID CURVE AND WESTERLY MARGIN 250.58 FEET TO THE SOUTHWESTERLY LINE OF A TRACT OF LAND DESCRIBED IN DEED RECORDED UNDER RECORDING NO. 8606190933; cv THENCE NORTH 4812'23 WEST ALONG SAID SOUTHWESTERLY UNE 420.25 FEET; THENCE NORTH 09'01'55" EAST ALONG THE WESTERLY LINE OF SAID TRACT 125.00 FEET; THENCE NORTH 4616'56'. EAST ALONG THE NORTHWESTERLY UNE OF SAID TRACT 17.69 FEET; THENCE NORTH 04'58'17" WEST 410.23 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT PORTION LYING NORTHERLY OF THE CENTERLINE OF A RAILROAD SPUR EASEMENT AS DESCRIBED IN RECORDING NO. 5331102. SITUATE IN THE CITY OF RENTON, COUNTY OF' KING, STATE OF WASHINGTON. PAGE 1 OF 3 • EXHIBIT A SANITARY SEWER EASEMENT FOR MONSTER ROAD OFFICE LEGAL DESCRIPTION SAID PORTION IS A 15 FOOT WIDE SANITARY SEWER EASEMENT MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PARCEL; THENCE ALONG A CURVE TO THE RIGHT ON EASTERLY PROPERTY UNE HAVING A RADIUS OF 250.37 FEET THROUGH THE CENTRAL ANGLE OF 1025'59" A DISTANCE OF 45.59 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE CURVE TO THE RIGHT HAVING A RADIUS OF 250.37 FEET THROUGH THE CENTRAL ANGLE OF 0416'33" A DISTANCE OF 20.14 FEET TO A POINT; THENCE N28'59'26"W A DISTANCE OF 94.89 FEET TO A POINT; THENCE N6215'32"W A DISTANCE OF 158.81 FEET TO A POINT; THENCE S2724'28"W A DISTANCE OF 15.00 FEET TO A POINT; THENCE S6215'32"E A DISTANCE OF 154.28 FEET TO A POINT; THENCE S28'59'26"E A DISTANCE OF 76.44 FEET TO A POINT; THENCE RETURNING 54727'01"E A DISTANCE OF 35.54 FEET TO THE TRUE POINT OF BEGINNINGA ON EASTERLY PROPERTY UNE. can 0 .Air (ADA 2 -o ,p 28454 �FSDNA LTE 1\�� PAGE 2 OF 3 EXPIRES: OCT. 11. 2000 SANITARY SEWER EAS MENT FOR MONSTER ROAD OFFICE A_P_OR11ON_OF_THE_N.W. 1/4_OF__ CTION_24 TO.WNSHIP_23_NORTH,-RANGE_4_EAST,_W._M. SCALE: 1'-60' `i \ 'if IA=04'36'33" K. �4 R=250.37' \ �10 A=1025159" `-1,.. R=250.37' , N28 5 26,, .i ; 'i 627'24'28"W '65' , %/' r ° `; 15A0 " Z�W S28 s9'26 E 7 �. ;//; r i, : c - ;+ '4 -n, - COMMENCING �_ - + POINT f ...... .., ....°. i i " V --- _�_ i--- " "- = J_--: MAP 1 • y 28454 �� , - PLOjIEB:--O6-29-00 <3s/f NA LTE Ecc, , r - -'lATH: P:\SDSK\PROJ\99078\99078SANEA9A.DWG ir t PAGE 3 OF 3 EXPIRES: OCT 11. 2000 r rr r r tiLL LOOO ZOl OOOZ ,; . CITY OF RENTON fix.- Hearing Examiner Jesse Tanner,Mayor Fred1J.Kaufman • October 17,2000 CITY OF RENTON O C T 1 7 2000• RECEIVED Elizabeth Higgins CITY CLERK'S OFFICE 1055 S Grady Way , Renton,WA 98055 . Dear Ms.Higgins: I have reviewed your E-mail dated September 29,_2000 regarding the Monster Road Office Building(LUA00-026). . , This correspondence regards Condition#2 which apparently adopted a landscaping condition 'proposed by staff. The applicant's apparent unhappiness was-not communicated in a form that permits this office to modify the decision. Nor was the unhappiness communicated in a timely fashion. This office has no jurisdiction to modify the condition at this time and,therefore,the condition shall stand. . Similarly,since the applicant did not avail themselves of the appropriate reconsideration or appeal processes,this office cannot entertainthe=suggestion of hiring a third-party to review the •proposed change. Since all official communications with this office regarding land use matters that are subject Ito a public should be in writing,this office will add your E-mail to'the.file and has responded with this written letter. • If this office can be of further assistance in this matter,pleasefeel free to write. Sincerely Fred J.Kaufma . Hearing Examiner FJK:jt• cc: Sandi Seeger,Development.Services Parties of Record 1055 South:Grady Way-Renton, Washington 98055 (425)430-6515 . �r �. Fred Kaufman -Condition of Approval tion �....__......__. __._ ..,._,..Page 1 From: Elizabeth Higgins To: Kaufman, Fred Date: 9/29/00 10:02AM Subject: Condition of Approval question The Monster Road Office building (LUA00-026)was approved by you with a condition (I recommended) regarding landscaping. The condition,#2, specifies that all disturbed areas are to be planted, not hydroseeded, except for temporary erosion control measures. The proponents were not happy with this, but chose not to appeal. Now they want to do hydroseeding and are asking to change the landscape plan. I have told them (numerous times, yet they persist) I cannot change a Hearing Examiner conditio . Although I am a licensed landscape architect, I don't really keep up with the industry technology because I am not actively practicing. Therefore, there may be a solution that I am not aware of that would work. My idea is to tell them you will consider the recommendation of a third-party landscape architect, selected by the city and paid by the proponent. This would be a small contract and we would not have to go to bid, etc. What do you think? Would you consider this approach to the situation? Thank you. Elizabeth c: ' CIT1 3F RENTON Hearing Examiner Jesse Tanner,Mayor. Fred J.Kaufman July 3, 2000 . Arthur Chang Freiheit&:Ho Architects Evergreen One, 10940 NE 33rd Place , Bellevue, WA 98004 Re: MONSTER ROAD OFFICE BUILDING FILE No. LUA00-026,SA-H,V Dear Mr. Chang: The Examiner's Report and Decision on the above referenced:!matter,which was issued on June 6, 2000, was not appealed within the 14-day period established by ordinance. Therefore,this matter is considered final by this office'andthe file on your application is being transmitted to the City Clerk as of this:date; Please feel free to contact this office if further assistance or information is required. . Sincerely, (171/1 e4,-721_ Fred J. Kaufman ." • Hearing'Examiner ' FJK/mm cc: Elizabeth Higgins Sandi Seeger, Development Services , • 1055 South Grady Way- Renton, Washington 98055 - (425)430-6515 esA nano.runt �fl,.Arurinri mata,a, rnnc;,mo. I AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON ) ss. County of King ) MARILYN MOSES , being first duly sworn, upon oath, deposes and states: That on the 6th day of June ,2000, affiant deposited in the mail of the United States a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: 11 `1/71 SUBSCRIBED AND SWORN to before me this t"11 day of \kGi\.-1- , 2000. Notary Public in and for the State of Washington, residing at ` f , therein. Application, Petition, or Case No.: Monster Road Office Building LUA00-026,SA-H,V The Decision or Recommendation contains a complete list of the Parties of Record. AFFIDAVIT OF PUBLICATION Charlotte Ann Kassens first duly sworn on oath states that he/she is the Legal Clerk of the and variance.Confirm hearing date by call- SOUTH COUNTY JOURNAL ing 425-430-7282. If the Environmental Determination is appealed, the appeal will 600 S. Washington Avenue, Kent, Washington 98032 NOTICE OF ENVIRONMENTAL be heard as part of this public hearing. Interested parties are invited to attend. DETERMINATION Published in the South County Journal a daily newspaper published seven (7) times a week. Said newspaper is a legal ENVIRONMENTAL REVIEW COMMITTEE May 1,2000.7520 RENTON,WASHINGTON newspaper of general publication and is now and has been for more than six months The Environmental Review Committee prior to the date of publication, referred to, printed and published in the English languagr. has issued a Determination of Non- Significance-Mitigated for the followi' 3 pro- continually as a daily newspaper in Kent, King County, Washington. The South County iect under the authority of the Renton Journal has been approved as a legal newspaper by order of the Superior Court of the Municipal Code. State of Washington for King County. MONSTER ROAD OFFICE BUILDING LUA-00-026,SA-H,V,ECF The notice in the exact form attached, was published in the South County Environmental review for construction of Journal (and not in supplemental form)which was regularly distributed to the subscribers new office building. Location: 1201 duringthe below statedperiod. The annexed notice, a Monster Road SW. Appeals of the environmental determina- tion must be filed in writing on or before Monster Road Office Building 5:00 PM, May 15, 2000.Appeals must be filed in writing together with the required $75.00 application fee with: Hearing as published on: 5/1/00 Examiner, City of Renton Municipal Code Section 4-8-11B. Additional information - regarding the The full amount of the fee charged for said foregoing publication is the sum of $46.00, obtained appeal process ed from thheRen aton City Clerk's charged to Acct. No. 8051067. Office,(425)430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular Legal Number 7520 meeting in the Council Chambers on the / seventh floor of City Hall, May 23,2000 at / 9:00 AM to consider the proposed site plan (/ Legal Clerk, outh ou y oum � Subscribed and sworn before me on this Pkday of , 2000 ay ` , ,,, z tU at►►`iP,,,pe. 2be; —U_ _ Notary Public of the State of Washington :� p�_yL�� residing in Renton .0% �44 c, �.- King County, Washington .� 2 zo. AFFIDAVIT OF PUBLICATION Barbara Alther, first duly sworn on oath states that he/she is the Legal Clerk of the NOTICE OF ENVIRONMENTAL SOUTH COUNTY JOURNAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON 600 S. Washington Avenue, Kent, Washington 98032 The Environmental Review Committee has issued a Determination of Non-Signi- ficance-Mitigatedt a dailynewspaper seven times a week. Said newspaper is a le al udertheauthority for the following niprcipal published (7) 9 under the of the Renton Municipal newspaper of general publication and is now and has been for more than six months Code. prior to the date of publication, referred to, printed and published in the English language MONSTER ROAD OFFICE BUILDING LUA-00-026,SA-H,V,ECF continually as a daily newspaper in Kent, King County, Washington. The South County Environmental review for construction of a Journal has been approved as a legal newspaper by order of the Superior Court of the new office building. Location: 1201 Monster Road SW. State of Washington for King County. Appeals of tree environmental determina- The notice in the exact form attached, was published in the South County tion must be filed in writing on or before Journal (and not in supplemental form)which was regularly distributed to the subscribers 5.00 PM, May 15,2000. Appeals must be filed in writing together with the required during the below stated period. The annexed notice, a $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals Monster Road Office Building to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. as published on: 5/5/00 Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)-430-6510. The full amount of the fee charged for said foregoing publication is the sum of$51.75, A Public Hearing will be held by the Renton Hearing Examiner at his regular charged to Acct. No. 8051067. meeting in the Council Chambers on the seventh floor of City Hall, May 23,2000 at Legal Number 7550 9:00 AM to consider the proposed site plan •1 and variance. Confirm hearing date by calling 425-430-7282. If the Environmental af_f0.//. .-. Determination is appealed,the appeal will be heard as part of this public hearing. Interested parties are invited to attend. • egal Clerk, South County Journal Published in the South County Journ. May 5,2000.7550 Subscribed and sworn before me on this 3+d /�ay of Y 1 , 2000 •Z•st....-.:,.. i•-,,, e*,,,S. *Mr)....r.....,,, nr\(:".1.,"4_ --o— co= Notary Public of the State of Washington a — residing in Renton o e a�� 0 King County, Washington ',i„F W A S tk'00��` June 6,2000 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND RECOMMENDATION APPLICANT: Freiheit&Ho Architects,Inc. Monster Road Office Building File No.: LUA00-026, SA-H,V LOCATION: 1201 Monster Road SW SUMMARY OF REQUEST: To develop a three-story office building on an 8-acre site SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on May 15,2000 PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application, fileld 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 May 23, 2000 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,May 23,2000,at 9:55 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Vicinity map I application, proof of posting, proof of publication and other documentation pertinent to this request. Exhibit No.3: Zoning map Exhibit No.4: Revised site plan- south portion Exhibit No. 5: Revised site plan-north portion Exhibit No. 6: Landscape plan Exhibit No.7: Architectural elevations- south and Exhibit No. 8: Architectural elevations-north and west east The hearing opened with a presentation of the staff report by ELIZABETH HIGGINS, Project Manger, Development Services, City of Renton, 1055 S Grady Way,Renton,Washington 98055. The applicant is proposing a new office building to be located on an 8-acre site on Renton's western city limit boundaryl with Tukwila. The site is adjacent to the King County Regional Waste Water Treatment facility and is zoned Medium Industrial. The land to the north and south is relatively undeveloped. The Green River is close to the property on the west,but this site is outside the 200 foot shoreline area for shoreline management regulations. The applicant has also filed a request for a variance in order to remove vegetation in order to grade slopes in excess of 40%along the southeast portion of the property. Approximately 57 trees from 12 to 18 inches in Frieheit&Ho Architects,Inc. Monster Road Office Building File No.: LUA-00-026,SA-H,V June 6,2000 Page 2 diameter would be removed, but landscaping has been proposed for all disturbed areas. There are approximately 2-3/4 acres of wetlands and buffers located on the north portion of the property. Surface water from[the new impervious areas will be collected,treated and discharged into the wetland buffer. The project would be accessed by way of an entry drive off Monster Road SW with frontage improvements of curb, sidewalk and a 5- foot wide bicycle lane. The 44,519 square foot office building would have a covered parking area that would accommodate 27 vehicles. Uncovered parking areas would accommodate an additional 87 vehicles,for a total number of 114. Approximately 100 people could be accommodated in office space in the building. The east border of the proposed construction site is along the side of a steep hill and will require severe cuts to put in the level parking area and the east facade of the building. The property flattens out from east to west and at the western edge of the property line is the Burlington Northern railroad tracks which run parallel to the construction site. Extensive retention walls will be required. The Environmental Review Committee(ERC)issued a Determination of Non-Significance-Mitigated(DNS- M)with several mitigation measures attached, including erosion control procedures,payment of fire land traffic mitigation fees, and parking space requirements. The City of Tukwila indicated a concern over traffic impact from this project, and Renton and Tukwila City officials will be discussing policy issues relating to this. The Comprehensive Plan(CP)designation for this site is Employment Area-Valley which allows office uses in Medium Industrial zones. This project will meet CP policies such as a work environment in various office- based businesses and a quality development on a previously vacant property. The applicant's landscape plan indicates all disturbed areas will be landscaped or hydroseeded. The lan includes a mix of evergreen and deciduous trees, ornamental shrubs and native plants as groundcoves. Staff recommends that the final landscape plan include planted material instead of hydroseeding on the sloped areas as a permanent landscaping treatment. Because of its location to the nearby Ft.Dent Park, applicant's being asked to plant additional trees to help screen the building. The parking plan indicates that some parking stalls are 2 feet short of the 20 foot required length,and applicant must adjust the plan to meet City code requirements. The proposed 4 foot sidewalk from the building to the entrance on Monster Road SW must be increased to five feet to meet code requirements, or a modification must be obtained. Ms.Higgins addressed the applicant's request for a variance from the tree cutting and land clearing regulations to remove vegetation from slopes in excess of 40%,and criteria to be met. The removal of the vegetation will enable the applicant to prepare the slopes for grading,create retaining walls and building foundations. The subject property is impacted by extensive wetlands and steep slopes. Development of the project could not occur without grading the existing slopes and the applicant would therefore suffer undue hardship. The proposed extensive erosion control measures would avoid detrimental impacts in the vicinity. Previous cutting of slopes at nearby locations enabled development of similar land,and this variance would not constitute granting of a special privilege inconsistent with other properties in the vicinity. Staff recommends approval of the subject proposal, subject to the following conditions: (1)compliance with the ERC mitigation measures; (2)the final landscape plan shall include,planted material,not hydroseeding, in all disturbed areas except when hydroseeding is proposed as a temporary erosion control measure; (3)the tree inventory plan shall be revised to show if trees are existing in the area of the property between the proposed building site and the Green River. If trees are not existing the final landscape plan shall show new trees planted in this area; (4)a lighting plan shall be submitted which will insure that undue glare and spillover light will not negatively impact properties across the Green River from the site. Frieheit&Ho Architects,Inc. - Monster Road Office Building File No.: LUA-00-026,SA-H,V June 6,2000 Page 3 Maher Abed,4800 S 188th,#360, Seattle,Washington 98188,applicant representative herein, described how the parking requirements and site constraints dictated the proposed retaining walls and grading plan. He also detailed several of the construction erosion control measures which applicant will use. Scott Dinkelman, 1805 136th Place NE,#201,Bellevue,Washington 98005,applicant representative herein, reviewed the cuts required for the building and terracing along the parking areas, and the materials to be used. Neil Watts,Plan Review Supervisor,Development Services Division,City of Renton, 1055 S Grady Way, Renton,Washington 98055, clarified that the wetland on the site had been designed as a regional detention facility to serve the subject site and other adjacent properties. He also stated that the extensive use of rockeries and retaining walls would be reviewed in further detail at the building permit stage. 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 10:55 a.m. FINDINGS,CONCLUSIONS &DECISION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant,Arthur Chang,filed a request for approval of a Site Plan for an office building together with a variance to allow vegetation to be cleared from a slope in excess of forty percent. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official,issued a Declaration of Non-Significance-Mitigated(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. There was no opposition from the public regarding the subject proposal. 6. The subject site is located at 1201 Monster Road SW. The subject site is located on the north side of Monster Road just west of the King County Regional Wastewater Treatment Facility(Metro Treatment Plant)and behind Surge Tower Hill. 7. The subject site is a very irregularly shaped, approximately 8 acre parcel. It is approximately 370,557 square feet. The site has very steep complex topography. It slopes downward to the west or southwest down to the railroad right-of-way. Approximately 2.07 acres of the northerly acreage is delineated wetlands. 8. The wetlands were classified as Class III and require a minimum twenty-five foot buffer. There are no wetlands on the portion of the site on which the office building will be located. 9. The site contains steep slopes defined by ordinance. There are both "sensitive" slopes between 25% and 40%and "protected" slopes over 40%. A variance will be required to remove vegetation to allow development. The slopes will then be supported by constructed walls and the building itself will be set Frieheit&Ho Architects,Inc. - Monster Road Office Building File No.: LUA-00-026,SA-H,V June 6,2000 Page 4 into the slope and support portions of the slope. 10. The subject site is more than 200 feet from Green River and therefore is not covered by the Shoreline Master Program. 11. The applicant proposes constructing an approximately 44,519 square foot office building with a building footprint of 11,078 square feet. The building will be 64 feet tall including its machinery screen at the top. The lower level of the building will contain covered parking. 12. As noted there will be parking over grade for 27 parking stalls. An additional 87 stalls will generally be located between the building and Monster Road. There will be a total of 114 stalls. This provides a ratio of 3.75 stalls per 1,000 square feet of office as required by the ERC. The minimum required is 3.0 stalls for 1,000. Staff noted some of the stalls might not meet code requirements. 13. The development of the site will create an impervious surface of approximately 55,540 squ ,e feet for parking and driveway. 14. Access to the site will be via a driveway from Monster Road. The applicant will be providing curb, gutter and sidewalk along Monster Road and 5-foot bicycle path. 15. The applicant will be removing up to 57 trees that range from 12 to 18 inches in diameter to allow development. The applicant will install landscaping over any disturbed areas but no irrigation on steep hills to avoid erosion potential. 16. Approximately 15,837 cubic yards of material will be excavated to allow construction on the site and an additional 4,879 cubic yards of material will be imported for fill. 17. The ERC imposed a wide range of conditions that deal with the stability, slopes and erosion potential of the subject site. In addition,the ERC imposed the parking ratio of 3.75 per 1,000 square feet and lease ratio requirements for tenants. 18. Fort Dent Park is located across the river from the subject site. Staff was concerned about the alteration of what appears to be a natural site and suggested additional landscaping to screen the site. 19. The City has approved other variances from the strict requirements of the Tree Cutting ordinance in this area to allow reasonable development of the privately owned,steep parcels. 20. The applicant was part of a contractual agreement for storm water storage and is not required to provide any additional capacity. The applicant will be recharging the wetland from water spilled from the developed areas of the site. Water quality facilities will treat water before it is released to the wetlands. CONCLUSIONS: Site Plan 1. The site plan ordinance provides a number of specific criteria for reviewing a site plan. Those criteria are generally represented in part by the following enumeration: Frieheit&Ho Architects,Inc. Monster Road Office Building File No.: LUA-00-026,SA-H,V June 6,2000 Page 5 a. Conformance with the Comprehensive Plan; b. Conformance with the Building and Zoning Codes; c. Mitigation of impacts on surrounding properties and uses; d. Mitigation of the impacts of the proposal on the subject site itself; e. Conservation of property values; f. Provision for safe and efficient vehicle and pedestrian circulation; g. Provision of adequate light and air; h. Adequacy of public services to accommodate the proposed use; The proposed use satisfies these and other particulars of the ordinance. 2. The proposed office building will create additional employment opportunities in this area of the City in keeping with the goals and policies of the Comprehensive Plan. • 3. The proposed building appears to meet all requirements for setback,height and yards required in the Zoning Code for this site. 4. The proposal will clearly add additional traffic to the nearby corridors but those impacts should not adversely affect nearby properties. The project will be visible to observers at Fort Dent Park. The applicant should provide additional landscape screening subject to review and approval of the City between the building and parking areas and the Fort Dent viewscape. 5. The applicant will be preserving more than two acres of wetland,but in order to protect the wetland some of the steeper slopes will need to be developed. Development of the steeper slopes does necessitate removing vegetation. The geotechnical report provides recommendations to senslitively work on the slopes and these will need to be followed to minimize disturbance to areas that will not be developed. A variance is also necessary(see below)to work on the steep slope areas. 6. The development should not adversely affect property values and the development of the site will increase the tax base of the City. 7. The parking and driveway areas appear to provide reasonable access and circulation. 8. The one building should not create any untoward light or glare, although development of the site will clearly change the currently natural appearance of the subject site. 9. The subject site can be served by the appropriate public utilities. As noted, storm water detention has been accommodated by prior agreements. Frieheit&Ho Architects,Inc. Monster Road Office Building File No.: LUA-00-026,SA-H,V June 6,2000 Page 6 Variance 10. 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; 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. 11. The combination of steep slopes and wetlands severely restricts the useable acreage of the suilbject site. If a variance from the Tree Clearing Ordinance were not granted the applicant probably would be left without a reasonable development area. 12. Approval of the variance will not materially harm either the subject site or other property. Erosion control and construction techniques will be employed to keep the site stable during and after construction. Allowing development of the steep portions of the site will clearly alter its existing features. The only way to create moderate terrain suitable for development is to remove the vegetation. 13. Approval of the variance should not create any special privilege. The City has already approi, ed a similar variance for another site along Monster Road. Few sites are constrained by both wetlands and steep slopes. Therefore,approval of the variance will not create any undue precedent. 14. The variance appears to be the minimum necessary to allow reasonable redevelopment of the subject site. The applicant is basically creating a rather small building site on a fairly large parcel. 15. In conclusion, development of the site will alter what has been a steep open space parcel but will allow reasonable development thereby creating new office uses and new employment opportunities. DECISION: The Site Plan and Variance are approved subject to the following conditions: 1. The applicant shall comply with the ERC mitigation measures prior to issuance of a building permit. 2. The final landscape plan,to be submitted and approved prior to issuance of building permits, shall include planted material,not hydroseeding, in all disturbed areas,except when hydroseeding is proposed as a temporary erosion control measure. Frieheit&Ho Architects,Inc. - Monster Road Office Building File No.: LUA-00-026,SA-H,V June 6,2000 Page 7 3. The tree inventory plan shall be revised to show if trees are existing in the area of the property between the proposed building site and the Green River.If trees are not existing and are to remain,the final landscape plan shall show new trees planted in this area. The number of trees shall be based on the size at maturity to form a continuous canopy and planted at an appropriate spacing for the tree type. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the issuance of construction permits. 4. A lighting plan to be submitted shall ensure that undue glare and"spillover" lighting from the proposed project will not negatively impact properties across the Green River from the site. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the issuance of construction permits. 5. All parking stalls shall be designed to meet code requirements. ORDERED THIS 6th day of June,2000. FRED J.KAU N HEARING EXAMINER TRANSMITTED THIS 6th day of June,2000 to the parties of record: Elizabeth Higgins Maher Abed Scott Dinkelman 1055 S Grady Way 4800 S 188th Street,#360 1805 136th Place NE, #201 Renton,WA 98055 Seattle,WA 98188 Bellevue,WA 98005 K&M Holdings Steven Stepherd Freiheit&Ho Architects 164 Southcenter Parkway 13520 100th Ave NE,#90 Evergreen One, 10940 NE 33rd P1 Seattle,WA 98188 Kirkland,WA 98034-5210 Bellevue,WA 98004 TRANSMITTED THIS 6th day of June,2000 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members,Renton Planning Commission Jana Hanson,Development Services Director Chuck Duffy,Fire Marshal Sue Carlson,Econ.Dev.Administrator Lawrence J.Warren, City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington,Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Betty Nokes,Economic Development Director Pursuant to Title IV, Chapter 8, Section 15 of the City's Code, request for reconsideration must be filedin writing on or before 5:00 p.m..,June 20,2000. 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. Frieheit&Ho Architects,Inc. Monster Road Office Building File No.: LUA-00-026,SA-H,V June 6,2000 Page 8 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 tie 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. • • • REMSw¢REVISED PER : �_ y p�\5\\_. 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Il.n•enlr•nrMA.Y on Fp9 Ir1• UKEE' o>' .w.�rrr.raYpdm. r1• .r1�`r M\tiwn COVER ALL SLOPE AREAS MORE,HAR1.0:1IN SLOPE WRHARWR, PIN MATT IN PEACE AND PIT POUR GROUND COVERS,TREES AND H w:mnea r 1 CA(' SHRUBS THROUGH MAtT, j z 10AJ .U] USE D163WAEE HYDROSEED AS SHOWN ON PLAN SET TO SEED BIG- 2 m .......1 - ,.OA: - 1_I-Ir\- Ct. , SWAEE DRAINING INTO DETENTION POND AREA, OQ 90.79 u. �..II.........• I�I11111111111111111111. I_I�I� USE EROSION CONTROL HYOROSEED YR FOR AT ALL LOCATIONS - ! I�IIaI�I_I--I�I-I�I�I��I�I�I-Iri-I-I- DISTURBED BY caNs1RUC110N A/n NOT TO RECEIVE TREES SHRUBS OR GROUND COVER& SHEET NO. L 1 PROVIDE T DETN FINE GROUND DARK MULCH VATDN AU.SHRUB I 'LEVEL GRADE'PLAITING BEDS. ALL NEW PUNTING AREAS SHILL RECEIVE AN AUTOMATIC IRRIGATOR SYSTEM 11-2 PLANT MATERIAL DRAFTED AT•0. 100%MATURE SPREADS/ • DIAMETERS. • I SOSN I I I 64200 SEE SHEET A40 FOR EXTERIOR FINISH SCHEDULE • O NORTH ELEVATION . SCALE.ve•Tor 9 ((�� ,//�,��// (n� I 1 IVw 5/....00 BUM 1 I I I I . 0 9 ' 5 5 S 5 5 5 5 5 5 4 5 5 S 5 5 5'5.. Peel Me to . 9 , . , . . 1!I. Y. 7 . . _rot n.... ..1 4 � �� I I k n.rauu I O EAST ELEVATION • SLAM VW Tor REVISIONS . Irv: SHEET MONSTER ROAD OFFICE BUILDING ' I. MINIM CZS IIO ARCIII'I Cro, INC., P.B.�� a =H4L A4.1 RENTON,WASHINGTON 2 mm�. oe ..•n..•m..Iww n a5•n....>,..me.e.u.....•.Smw u „,, NO pal 5a-am • • • • • • ma roa w• W,MMIS a f ey. �•�' �..�,. f_, �ii.,i;,//,:� ,•\°'>✓:\ `\• .s•-rw• ww• =_1W`+_._._ �ni eY•_ e�2 Tn•, - OM.6i!?��%r :/i- e:.irH.i / t% • �„ �� ia O i e^\ ,\''\ O V.,,�. \,,\ •... 74, . . . �o\ \ ***1 .A .;/--A)\ I, \ A '‘;',;''' _:��.� / � \\\\\ ilk \ `Q` , ! �. - elms_ ��.+� /% •RAJ \\\\\\\ o•i'sro•" Ill .oa., -i� \ •..\`•�,., -__,_rc .fff1\ ee T2e .��iunio.Em,,,;,; .11.1 % 201 I. �• i ' \fir e ra r — _ —<<--_— . \li r.,•••••,•: 111 •141rl4. a r, a°.v" '7q s�cq„•h,' � i� * I, .bu. `f O O I: \. )_ . . lxS r. i/�/ �.,,r/sr i°'/ °,, �• �/� o\ `f b %% w' PROJECT DATA eO— :r-:•4,',.r,�•10 a'' $ill J /:%/i' / .• © • .n• nnscr•mas raw.aecarwr • n . ��Sv'��7' �` 6•SIDE�..0. lP=G\ �\ O//:-!% j% / •��ije me r»rOcrorif TA Occolen, AM naerwarwo • • .��Mla�� 0 4 �' ��;� I'`-ia \ • ••'.. , OIILarAT me O Mk IMIGO 40!MIME ran OK MR GOMILLIWIL a l I a!�}��O. Oily.. •o -_—_-— - -. \ '•. y 'O• Pg Orarwnmc rlOrm OR ___ / / -/ _ \ {'jam' "' WIL AMA TOMII16 R. ��r-��.� MERVb9WlA 10PMID M.rt. I nn e n S 2Oa tea w• 'rta�p.r�• O a• W�4D' ' i r"mass• \• �� i" 'iy< 'worwwIRA muisOrnrt. % b -p • j. (Q _2•SrCFN/ l , n, '�.✓ ...�•• p0 1. .1tl1,1GL TNO!¢rt. Yb. �= sI 1 '\ \ .. . , xcao new noOmrt. •y0 I SODO n rt. era x' MI M. ...2 w•— �.. ' f,1pi' Mosa SO FT. M.MA, OM On rt.f»raar. 1 ---, -_ ---- • room Oa�•• • rt.au nasnrt. . STORM O• ' sTavN - - l--�'' ' — M rson aMOna O.n!STOW a..rmr Amm • Y Z O L'wy !MOM,aas arr.rw au ITOaar MART, R.I. rtzr arm.sweat JOLI "' "—" ""'—' ""'—' PARKING ANALYSIS 1 SITE PLAN LEGEND L—.•m,TT - l•�W WO .TO a0 9'0 ram MMa.a 0 Onv.r2 TO V4 0 TOMLC MIOf Fl meM moors Mn1n.,M•[el'IR O rMra mom caueTe¢rO..OI Mawr..mR ORUILAfl1 MCA MI(r reRlIMNITaeL ERTK MC naar moon vM0Mrt. 0 FM TM MT[OOT[.MM.MI MIT MOM IMrv.GOMM ATe TO VC 0 OVPOI 1'M.4 0 MOM MbraneneIN.[PM caw.vol. SOTO 310 a.Omrt e a MUM MN TO TOT. tap. n. 0 PAW TOT.t Ol MI OW ranwTWtT«MOrMR.T.anarRa MC MO MIAMI NM TO 0.KAM NO IIIMr'imTwl.O1 IMAM.Mnm Q T#t0MU Lit rAM IC WM IS vI AUGIO.r. OTaCmaena- aw m a MCC Q WM raw wmuar. °VAOHOR arpeONOO MIvwM MIL raARws MM.IMAM FMMe A IMArtCN ILMWIrr. 0 AO.UDt 0tenaCT.n c.T.&NA A® nmeorIMI . O no OPOOXISY IA LM O[•RM. O TROO!leON, •MLIRu.afar® O IMIVA pg4w4OOL MR TAMS AT CA M. 0 �It T.mlrP'e.Da M/a NF AMC COMM MLON.MAIM COMM WM b OICATM SITE_PLAN m"O'"""' '" rmrO 4MV AOaTIMM amMMW[ .aMm T.MMOD MIMI OMB MM.T9IOCTRLMt p mica =Boma,.ea mOae.es oar.a. SCALE.I.TO preAamOMIMIM. ® mLLMm TIWT brLOAM!TL M MP TMTM/ Y W LLMLIO WALLS OTq MpfZr eOOt RnOR.MArOl lR rl adO'ma mar M ® awewe TOTAL O•MLLS O AR ALLMM.M..TFMW000MMMIS O AMR _ M O .MCI eMLAMT/OM TO MAMA MOAaTOTT AM '�'O"t O M4M{C mama anew.nwGmOaema swam. .. oar[ET: SHEET r REVISIONS Ilu MONSTER ROAD OFFICE BUILDING • Ili';!I 1112EIIIEIT es HOA oV aR CAM. A2.O ARCHITECT&, INC.. P.B. • RENTON,WASHINGTON •'` ••• `` Mao mr MO: " n.OM•r >H RIMa Ou.Loi ea..L n em lm)ea-am .. •.. . ' N. TFE f U4 CO' •M. • •• 23 PI2,111,RAPIOE 4 E/ISr,W.ILL •r :.: , m;.. PROP: t'4' n II IIIIIII.'II.I'I' II. .... , , . ;5 ,. i ...s co • (ow.ag ar `C egi 73 -____-� i # P.fp • • 71 • o •:� \ . �'. \ ,1 V II II 1 I1h�� \ . mI�� I1•I1 � II � ` `t` my Iy1 \ ` III�I.Ij \' \ �' 1 ,1i I i O� . ltltiI 1. co• I • •\ co • • • i1 � :1 tr.\H.11."01•10.1)'c. .- - .•: •-• - % , -\--- , \--, •••••••\ - • -...*:. • •••• 1 . • �.— .I - I IIIIIk \ �. ,,1 r I • •�II i� _ . I � _�> ! I 11. r • V`'I'I-i .I1I I, � . . \ Ti- cc?, t1 I II . �`°g. ri WETLAND •A• II PARCEL M M �,- ' : . hi . .. •N d I 90,025 SF. A , 1 IJ, • \ • �/ `1111-13 I cri YI \\\1'0''U.\ 1 e ----�u' --- -- dg1 -- F- - �-- • • c 20 SEINER __ - -No. e6oSo} ----------• -------- noe e6,12.------ 99073 \.� • .;AR/ L-- • nit - — _ F• �:::1. — EWE DATE Co co A3111339103lllmlaD N o w I Q Orts W U Rs -- 4 o PACIFIC ENGINEERING DESIGN INC.• o CIVIL ENGINEERING AND PLANNIN i CONSULTANTS V T) ! 'B/ao • • • 4 4 Q 4 Q, KW SUM renD Q . N. .aNO.r•N•.ET • I I ®�D warROOF • • V aµt a•t D •2 DDUTS Y/.o316LNNa OCTEEERECNT CB FN.PLR_ +d. - MOON SYSTEM sur �FOR a.zx,•w DDsasz 1BBe alewrmr�rrvD MO •.DCT AIENRONtNATION.rD(am•MII RAMS LOAM BERG i a O s s s s s a z s s z s s s z s s 5,52,55 EXTERIOR FINISH SCHEDULE - e Ls,. snc 4 ®. errs µ TO EC SELECTED ORTVIT,VISLATIC41 ND.srsror ''p U 0 LI ® .cr.i can. r s¢rcrm ns+Nz,m -- ssDrNu ® w,ae r BE s¢rcrm , I • _` ® .won srslw Yiurm aD wuma t n¢rovsm 1 -55_ — ® evsw w�K-�,-2wnwurcrwos 9 d • tva� enrWm nrN rDa SMELTED SERER yr r a..aiac Die N•11 • m FIR rtx • tlalrti,.ars t • . WES aelar[ewes TO CZ SI = WON_w.rovu bN•ELE \ O1_1 / r....eEMN FLE 1 NN o 0-6 OSOUTH ELEVATION CONCRETE,• 5GN2,I/D-TO I. • Q Q Q Q Q I I I I I , .r.O•«D aTDD Q q • I ✓—,Kra'...,„ • • .•5a s s s s s s s s s s s s s s s a s l s s s s- s z s s s s s ^� s ,-0 BOLLARD 71 O WEST ELEVATION W « SLAL.I/D'TO I. MONSTER ROAD OFFICE BUILDING gull REVISIONS < onx.N e__SHEET - A�1/1,�T1T'I''�Ta'IM^II� [' C2S�glj®y :;50,44 a A4.0 hm; L1Y CI ITECYVT INC.,IN1 .V.AD a o .TA, NO. RENTON, WASHINGTON J° or tress.are.!MO NI 11.e Ds..Su..a2.Mame.t.NON Iml tSt-aBB PRO • li 11.4- . /-- s•-- \ / - , -,-, / Z .."... I ; N — /i/ i .I \ ' , , . ..., ...,,,..../ 4' 4 rt i I' / N ----1 ‘ \ -,,, g ..\ )., • % 6:4 • . / l'''-"..., „i.fo••••• 0; i I ------ 1 -,.. /.......,,.i.,),,,,N . . . • . ....---- p; .z.- -- ...._.„: ,-...., z, i l=i/ # /1-t,,, •\/ i',`-)\''\\1 srN . .. . . Ifir: . \ H I . .... ..;,H I I t, •,..!.• ,/;.- if A i.1,r).... ,+1 i 1 •• .9,ti.,6,,,...--,>•.: 1 . 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On the a__ day of Wln-Lt ,2000, I deposited in the mails of the United States, sealed _ envelope containing RePoA • to- i-t,e -9 g.documents This information was sent to: • -- Name Representing Pi-v-t - C auk9- 9-re h Wvd I cc--k! K td(vt.9s (Signature of Sender) Scj.l STATE OF WASHINGTON ) SS COUNTY OF KING ) I I certify that I know or have satisfactory evidence that A( JLc_, *- .See signed this instrument and acknowledged it to be his/her/their free and voluntary act for tlt uses and purposes mentioned in the instrument. Dated:`- � /T, ) No ary Public i 9 ar4filyi +- ate atti7;0.! I NOTARY PURL C MARILYN KAMCHEFF Notary (Print) TATE or CI��NGT®N EXPIRES: MY APPOINTMENT 6-29 y appointment ex.' a . �� . ,�„ _ - JUNE Reg 2a. �Y Project Name: 1Mov�s��r Roac Of{-tcP ald3 Project Number: � i ° NOTARY2.DOC j CITY OF RENTON HEARING EXAMINER PUBLIC HEARING MAY 23, 2000 AGENDA COMMENCING AT 9:00 AM, COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL I, The application(s) listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. PROJECT NAME: APPEAL RYAN SHORT PLAT PROJECT NUMBER: AAD-00-048 (LUA-00-014,SHPL-A) PROJECT DESCRIPTION: Applicant appeals the Board of Public Works decision re off-site deferral for property at 630 Index Ave. NE. PROJECT NAME: MONSTER ROAD OFFICE BUILDING PROJECT NUMBER: LUA-00-026,SA-H,V,ECF PROJECT DESCRIPTION: The applicant has submitted an application for a development proposal that would result in construction of a new office building on a currently vacant site located on the 1F00 block of Monster Road SW in the City of Renton. The project would have three stories of office space over on-grade parking. Additional, uncovered, parking would be provided. The building would have 44,519 gross square feet of space. The project site is 370,557.76 square feet(approximately 8 acres). A variance from the Land Clearing and Tree Cutting Ordinance has been requested by the applicant so that slopes greater than forty percent(40%)can be cleared of vegetation and graded. Location: 1201 Monster Road SW. Agnda City of Renton PUBLIC Department of Planning/Building/Public Works HEARING PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: May 23, 2000 Project Name: Monster Road Office Building Applicant/ Arthur Chang Address: Freiheit&Ho Architects, Inc. Evergreen One, 10940 NE 33r" Place Bellevue, WA 98004 Owner/ K&M Holdings IV, L.L.C. Address: 164 Southcenter Parkway Seattle, WA 98188 File Number: LUA-00-026, SA-H, V, ECF Planner: Elizabeth Higgins, AICP • Project Description: The applicant has submitted an application for a development proposal that would result in construction of a new office building on a currently vacant site located on the 1200 block of Monster Road SW in the City of Renton. The project would have three stories of office space over on-grade parking. Additional, uncovered, parking would be provided. The building would have 44,519 gross square feet of space. The project site is 370,557.76 square feet (approximately 8 acres). The project requires Site Plan Approval and Environmental Review. A variance from the Land Clearing and Tree Cutting Ordinance has been requested by the applicant, so that slopes greater than forty percent(40%) can be cleared of vegetation and graded. Project Location: 1201 Monster Road SW in Renton 1 A ,1.1 :____...,,== . ..,.. _ . ..:,...w...r ___,.....,...„.., ilw _ ... , _.. )44, 1 . de..0,4, .7 ,,,4t,u, iik _ ....a..., .i.„.. / ,.,.. .:r -% -i ,4M 1 •,,. ......___,.s. ,... .00 N.\ _...------------,f fwllq ..a._ _ ... 0 i 0: .\,... .„. 41 ,7 no. s 7 r- j It:Ta Nv t; - st In 1 r!r�%► Iva.. •.+ Q10. .neo.�; F 0 R r ` r l _I/ -, .. "`-•~ I;c0 :l \ ;. errs�oewilbro' :,.._: "�1'k? t. :0,..1 D E RI •T ""i',:• ',Waft./I' kr.:-,- t go: . I's all • �l % �', D E ft T . ./• 1 r !� •\• '' a �l �_ .. a icod 1 .�h m ,J Pl ....® y\ , `Q t..'�. 01 d 7. at -"l••,_- ;6,ts � a`v*� s •�•',: -••.fit: i-;-\ s N..'''''''tI $:1. 'at 1 _'— d_ t T'� lNlzQp will '.. ®, 0�, 11, r: • i ;QCS.IO{i i'6o0Rk�-'(('++ r�'. Y!Q.d pn \ � y"►, luo ,,�I :1E6`1"rn tat. 'n-."_,r 7y. ir.;a wn e \ • • ' . •'. A 17j1 ' City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner MONSTER ROAD OFFICE BUILDING LUA-00 4 026, SA-H, V,ECF PUBLIC HEARING DATE: May 23,2000 Page 2 of 11 B. GENERAL INFORMATION: 1. Owner of Record: K& M Holdings IV, L.L.C. 164 Southcenter Parkway Seattle, WA 98188 2. Zoning Designation: Industrial Medium (IM) 3. Comprehensive Plan Employment Area -Valley Land Use Designation: 4. Existing Site Use: Vacant land 5. Neighborhood Characteristics North: Wetlands/stormwater facility, Zoned IM East: Metro Wastewater Treatment Facility (Surge Tower), Zoned P-1 South: Green River, Forth Dent Park, City of Tukwila West: Burlington Northern Railroad Tracks, Green River, City of Tukwila 6. Access: Lower Monster Road SW 7. Site Area: 370,557.76 square feet(approximately 8 acres) 8. Project Data: area comments Existing Building Area: N/A New Building Area: 44,516 sf Total Building Area: 44,516 sf C. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Zoning N/A 4404 06/07/93 Comprehensive Plan N/A 4498 02/20/95 Annexation N/A 4086 09/21/87 D. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Land Use Districts- Industrial (RMC 4-2-070) 2. Environmental Regulations (RMC 4-3) 3. Property Development Standards (RMC 4-4) a. Development Guidelines and Regulations—General (RMC 4-4-030) b. Grading, Excavation, and Mining Regulations (RMC 4-4-060) c. Landscaping (RMC 4-4-070) hexreport.doc ' City of Renton P/B/PW Department -reliminary Report to the Heating Examiner MONSTER ROAD OFFICE BUILDING LUA-00 4026, SA-H, V,ECF PUBLIC HEARING DATE: May 23,2000 Page 3 of 11 d. Parking, Loading, and Driveway Regulations (RMC 4-4-080) e. Refuse and Recyclables Standards (RMC 4-4-090) f. Tree Cutting and Land Clearing Regulations (RMC 4-4-130) 4. Street and Utility Standards (RMC 4-6) 5. Procedures and Review Criteria—Variances (RMC 4-9-250) E. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element 2. Environmental F. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND Freiheit& Ho Architects, representing K& M Holdings IV, L.L.C., have submitted an application requesting Site Plan Approval for a new office building on a currently vacant site located at 1201 Monster Road SW(also known as"Lower Monster Road") in the City of Renton. The project site is 370,557.76 square feet (approximately 8 acres). A variance request to allow removal of vegetation and cutting of trees on slopes greaten than forty percent (40%) prior to grading and construction was submitted with the land use application. The site has both steep slopes and wetlands, but only a portion of the steeply sloped area will require grading for building construction. Slopes are on the easterly and southerly portion of the site. A 2.07 acre wetland was delineated on the northerly portion of the property by Shapiro Ind Associates, Inc. in September, 1997. At that time, the wetland was classified as a Class III wetland according to City of Renton criteria. A minimum twenty-five foot (25') buffer would be required from a Class III wetland. A wetland investigation, "Monster road Site Wetland Delineation," by Shapiro and Associates, Inc. dated January, 2000, indicates that no wetlands are present in the building foundation, site clearing, or site construction portions of the property. The current development proposal does not present impacts to the wetland, other than its use as a regional stormwater facility. Surface water will be collected and discharged into the wetland buffer, but no alteration of the wetland or wetland buffer has been proposed by the applicant. Historically, the area in the vicinity of the property was mined for coal, therefore a geotechnical analysis has been submitted by the applicant. No evidence of mining has been discovered in the geotechnical investigation. The site is bounded by undeveloped land to the north and south. The King County Regional Wastewater Treatment Facility borders the property to the east. Burlington Northern Railroad tracks border the property to the west and the Green River lies beyond the railroad right-of-way. The Ordinary Mean High Water mark of the river is more than 200 feet from the property line,therefore no shoreline permitting would be required. Approximately 57 trees, from 12 to 18 inches in diameter,will be removed at the building site. Landscaping has been proposed in all disturbed and pervious areas of the building site. hexreport.doc City of Renton P/B/PW Department ,reliminary Report to the Hearing Examiner • MONSTER ROAD OFFICE BUILDING LUA-00-026,SA-H, V,ECF PUBLIC HEARING DATE: May 23,2000 Page 4 of 11 The project would be accessed via a new entry driveway from Monster Road SW. Frontage improvements on Monster Road would include a 6.5 foot wide concrete curb and sidewalk and a 5 foot wide bicycle lane in the street right-of-way. The building footprint would be 11,078 square feet (three percent of the total site area). The total site coverage, including parking and entry driveway,would be approximately 55,540 square feet. The project would have three stories of office space over on-grade covered parking for 27 vehicles. Additional, uncovered, parking for 87 vehicles, including four barrier free spaces, would be provided abutting, or in the near vicinity of, the building. The total number of parking spaces provided would be 114. This is a parking to useable space ratio of 3.75 spaces for every 1000 square feet. The minimum is 3.0 spaces for every 1000 s.f. The building would have 44,519 gross square feet of space. Of this, 29,600 square feet would be useable office space. According to the architect, approximately 100 employees may work at this location. The building height would be 58 feet,with a mechanical screen extending an additional 6 feet above the roof deck. The building is being built on a speculative basis. The developer, Ashton Development Company, LLC, has expressed the intention of occupying some of the finished office space, but other end users were unknown at the time of the project review. The applicant has estimated the amount of excavation at 15,837 cubic yards and the amount of fill at 4,879 cubic yards. The project will require a variance from the Land Clearing and Tree Cutting Ordinance, so that slopes greater than forty percent (40%) can be cleared of vegetation and graded. This variance request was submitted with the Land Use Master Application for the Site Plan Review. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on May 2, 2000 the Environmental Review Committee issued a Determination of Non-Significance, Mitigated. The appeal period ended on May 15, 2000. No appeals to the threshold determination were filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of probable impacts from the proposed project, the following mitigation measures were issued for the Determination of Non-Significance, Mitigated. 1. The following erosion control measures will be required during and following construction: a. The applicant shall install and maintain erosion control measures for unpaved road, parking, and disturbed areas prior to the commencement and throughout the duration of construction. b. Erosion control shall include, but not be limited to, silt fencing professionally installed and inspected, maintained, and repaired on a weekly basis. In addition to other disturbed areas, silt fencing shall be installed the entire length of the railroad tracks downslope from disturbed or construction areas. hexreport.doc City of Renton P/B/PW Department : reliminary Report to the Hearing Examiner MONSTER ROAD OFFICE BUILDING LUA-00-026, SA-H, V,ECF PUBLIC HEARING DATE: May 23,2000 Page 5 of 11 c. Disturbed areas shall be hydroseeded within thirty (30) days following construction, or within seven (7) days of the conclusion of the construction season as designated herein. d. The applicant shall limit site disturbance including clearing, grading, and utility construction activities so they do not occur between November 1 and March 31. e. The Engineer of Record shall observe installation of all erosion and sedimentation control measures at the site. The Engineer of Record shall make weekly visits to the site to verify performance of the erosion and sedimentation control measures. Weekly reports on the status and condition of the erosion control plan with any recommendations of changes or revision to either maintenance schedules or installation shall be submitted by the project Engineer of Record to the City of Renton Public Works Inspector for the duration of construction. f. The applicant shall identify the project clearing limits on the project drawings prior to the issuance of the construction permit and in the field prior to initiating site work. These limits shall be observed during site development and building construction. 2. The applicant shall follow the recommendations of the Geotechnical Engineering Study Proposed Monster Road Office Building Lower Monster Road, Renton, Washington (E-8971), Earth Consultants, Inc., dated January 10, 2000, and Letter to Ashton Development Co., LLC from Earth Consultants, Inc., dated April 12, 2000, with regard to any site disturbance, preparation, development, or construction activities. 3. Soil on site shall be kept moist, as necessary, during the period of the project implementation to reduce airborne dust. 4. The applicant shall provide parking spaces, on site, for vehicles at a ratio of 3.75 parking spaces for every 1000 square feet of useable building area. 5. The building owner shall record lease agreements that assign specific numbers of parking stalls to individual tenants. Assigned parking spaces shall not exceed the number of spaces available on site, unless off site parking, that meets City of Renton code requirements, becomes available. 6. The entrance road and driveways shall be posted " No Parking Fire Lane." 7. The applicant shall be required to pay the applicable Transportation Mitigation Fee based on a rate of$75 per each new average weekday trip attributable to the project prior to obtaining building and construction permits. 8. The applicant shall be required to pay the applicable Fire Mitigation Fee based on a rate of $0.52 per square foot prior to obtaining building and construction permits. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. hexreport.doc City of Renton P/B/PW Department ,-reliminary Report to the Hearing Examiner MONSTER ROAD OFFICE BUILDING LUA-00 026,SA-H, V,ECF PUBLIC HEARING DATE: May 23,2000 Page 6 of 11 5. CONSISTENCY WITH SITE PLAN APPROVAL CRITERIA As per RMC 4-9-200E, "The Reviewing Official shall review and act upon site plans based upon comprehensive planning considerations and the following criteria. These criteria are objectives of good site plans to be aimed for in development within the City of Renton! However, strict compliance with any one or more particular criterion may not be necessary or reasonable. These criteria also provide a frame of reference for the applicant in developing a site, but are not intended to be inflexible standards or to discourage creativity and innovation. The site plan review criteria include, but are not limited to,the following": A. GENERAL SITE PLAN REVIEW CRITERIA: (1) CONFORMANCE WITH THE COMPREHENSIVE PLAN, ITS ELEMENTS & POLICIES The Comprehensive Plan designation for the property is"Employment Area—Valley." This designation has the following objectives: Objective LU-EE.a: Provide for a mix of employment-based uses, including commercial, office and industrial development to support the economic development of the City of Renton. The proposed project will provide a work environment for approximately 100 people in various office-based businesses. Objective LU-EE.c: Ensure quality development in Employment Area-Valle . The proposed project will provide an architect-designed multi-story office building on a vacant property. Landscaping will be provided in all pervious areas where vegetation is removed for site and building construction. (2) CONFORMANCE WITH LAND USE REGULATIONS Land Use Districts- Industrial (RMC 4-2-070) Professional offices are allowed in the Medium Industrial Zone, when also located in the Employment Area-Valley land use designated area. Most of the uses in the vicinity of the proposed project are industrial, so the addition of office uses would add greater balance to existing uses in the area. Environmental Regulations (RMC 4-3) Although Class III wetlands are present on the larger property,the area proposed for the construction of the proposed project is located outside the buffer setback area for these wetlands. Sloped areas,with grades from twenty-five percent (25%)to forty percent (40%) are classified as"sensitive slopes" (Ord. 4835). Steeper slopes, of forty percent (40%) or greater with a minimum vertical rise of fifteen feet(15'), are classified as"protected slopes" (Ord. 4835). The site of the proposed project has both sensitive and protected slopes. The development plan necessitates grading of these slopes with subsequent retention by constructed walls. A variance from the Tree Cutting and Land Clearing Regulations has been requested by the applicant to allow this work to take place. The City of Renton Shoreline Master Program would not apply to this proposed project because the property lies outside of the 200 foot Ordinary High Water Mark of the Green River. hexreport.doc City of Renton PB/PW Department ,=reliminary Report to the Heating Examiner MONSTER ROAD OFFICE BUILDING LUA-00 026,SA-H, V,ECF PUBLIC HEARING DATE: May 23,2000 Page 7 of 11 Development Guidelines and Regulations—General (RMC 4-4-030) General development regulations will be applied to the project during the design and construction phases. These include, but are not limited to haul hours and routes for trucks removing excess soil, Frontage improvements along Monster Road Southwest, including a five foot wide bicycle lane, will fulfill requirements for providing off-site improvements. Grading, Excavation, and Mining Regulations (RMC 4-4-060) In addition to requirements of the Grading, Excavation and Mining Regulations that must be met by the proposed project, additional measures have been put in place by the City of Renton Environmental Review Committee in the form of SEPA Threshold Determination conditions. These direct the applicant to put additional erosion control measures in place on the project site prior to, during, and following construction. Landscaping of disturbed areas is required,with hydroseeding required to be in place within thirty (30) days of the completion of grading work. Extensive retention walls will be required. The applicant has proposed construction of lock- block or rockery walls. Walls higher than 48" are required to have a separate building permit. Landscaping (RMC 4-4-070) The applicant has submitted a landscape plan indicating that all disturbed areas will be landscaped or hydroseeded. The plan includes a mix of evergreen and deciduous trees, ornamental shrubs, and native plants as groundcover. Many trees and shrubs will flower seasonally. The number of new trees to be planted, sixty (60), is approxima ely the same as those proposed to be removed for construction. Some areas indicated for hydroseeding, however, should be planted with additional native, drought tolerant ground cover as shown elsewhere on the landscape plan, such as Arctostaphylos Uva Ursi (Common Bearberry). Staff recommends the final landscape plan include planted material, not hydroseeding, in all disturbed areas, except for temporary erosion control measures. All newly planted areas will be provided with an irrigation system. Parking. Loading, and Driveway Regulations (RMC 4-4-080) The conceptual parking plan, entry driveway and pedestrian circulation system conform to the requirements of the Parking, Loading, and Driveway locational and dimensional design standards, with the exception of parking stall length. While the"compact"stalls are the required dimensions, the "normal"stall is shown on the conceptual plan as eighteen feet(18) in length instead of the required twenty foot (20') length. A reduction in the stall length is permitted, if a two foot (2') overhang is provided. The proposed plan meets requirement for linkages within the development from the building to the parking area and the public road. A curb and sidewalk have been pro osed the full length of the entry drive to Monster Road Southwest. Surfacing and construction requirements will be addressed during the engineering design phase. The Environmental Review Committee expressed concern about the ratio of potential employees to parking provided and requested that the minimum ratio be increased from 3.0 parking spaces per 1000 square feet of useable building area to 3.75 parking spaces per square feet of useable building area. The applicant complied with this request and has provided an additional parking area on the site. hexreport.doc City of Renton P/B/PW Department ,reliminary Report to the Heating Examiner MONSTER ROAD OFFICE BUILDING LUA-00 J026, SA-H, V,ECF PUBLIC HEARING DATE: May 23,2000 Page 8 of 11 Refuse and Recvclables Standards (RMC 4-4-090) A screened and gated trash enclosure is provided on the site plan. A detail of the screen design will be required as part of the construction documents. Tree Cutting and Land Clearing Regulations (RMC 4-4-130) A large portion of the property has been cleared previously. A Tree Cutting and Land Clearing Plan has been submitted by the applicant. According to this plan, approximately 57 to 64 trees, primarily deciduous, measuring from 12 to 18 inches in diameter,would be removed from the construction area. Most of the trees will be removed from the steep slopes on the east side of the site. A variance from the Tree Cutting and Land Clearing Regulations to allow removal of trees and other vegetation from slopes of forty percent (40%) or greater has been requested. Street and Utility Standards (RMC 4-6) Utility sizing, extensions, and cross connections by the applicant will be required to meet standards set by the Renton Municipal Code. Drainage (surface water) control systems must meet the requirements of the King County Surface Water Design Manual, as amended and adopted by the City of Renton. Frontage improvements along Monster Road Southwest are required. These include curb, gutter, six foot (6') sidewalk, channelization, and striping for a five foot (5')wide bike lane. There are no new public streets proposed for the project. (3) MITIGATION OF IMPACTS TO SURROUNDING PROPERTIES AND USE The potential impacts from the proposed project would be two types, physical and visual. Physical impacts would be primarily temporary and could occur during site construction when vegetation has been removed from steeply sloped areas and there is a high potential for erosion,transportation of sediment downslope to the Green River, and slope failure that could impact the Burlington Northern railroad tracks or the construction site. The City of Renton Environmental Review Committee has placed conditions on the SEPA Threshold Determination that address potential erosion. The recommendations of the geotechnical engineer that address both site and building construction must also be followed as another condition of approval. The proposed project is in an area of the City that has not been subject to intensive development in the past. Connections to other uses will be appropriately at a minimum,with the exception of a pedestrian sidewalk, bicycle land and the entry driveway. Although lighting at night will have a minimal impact on surrounding properties, staff recommends that a lighting plan be submitted to ensure that undue glare anlid "spillover" lighting from the proposed project will not negatively impact properties across the Green River from the site. Due to the site configuration and the location of the building on the site, the;proposed project will be primarily visible from the west side of the Green River, but not from Monster Road Southwest. Fort Dent Park, a public recreation area, is located on the west side of the Green River. Neither the tree inventory nor the existing conditions plan indicate whether trees are present between the proposed project site and the Green River. The conceptual landscape plan proposes that trees be planted on the property in the area between the parking lot and the Green River, but no trees are proposed to be either removed nor planted between the building and the Green River. While the building appears to be in scale with the site, it will impact the view from Fort Dent Park because, at the present time, the view is of a natural hexreport.doc City of Renton P/B/PW Department ,rellminary Report to the Hearing Examiner MONSTER ROAD OFFICE BUILDING LUA-004026, SA-H, V,ECF PUBLIC HEARING DATE: May 23,2000 Page 9 of 11 area with no structures or other development. Therefore, staff recommends that the tree inventory plan be revised to show if trees are existing in the area of the property between the proposed office building location and the Green River, and if trees are not existing,the landscape plan be revised to show the addition of new trees in this area. Ttie number of trees shall be based on the size at maturity to form a continuous canopy and planted at an appropriate spacing for the tree type. (4) MITIGATION OF IMPACTS OF THE PROPOSED SITE PLAN TO THE SITE The proposed project would be constructed on a small portion of the eight acre site, approximately 1800 feet beyond the edge of the wetland. The three-story office building will be built into the eastern slope, acting somewhat as a retaining wall and becoming a part of the hillside. The geotechnical engineers have made recommendations regarding construction techniques to accomplish this. The applicant must follow the recommendations of the geotechnical engineer as a condition of site plan approval. Steep slopes, in excess of forty percent (40%)would be cleared for grading! if a requested variance is approved. Erosion control measures during construction and site restoration and landscaping following construction would mitigate potential negative impacts from grading steeply sloped areas. Conditions that would result in additional landscaping to what has been proposed have been recommended by staff. Substantial landscaping, in conjunction with temporary erosion control measures, should reduce on-site impacts of the proposed development. (5) CONSERVATION OF AREA-WIDE PROPERTY VALUES Although it necessitates speculation,there is no factor associated with the proposed project that would indicate a negative impact on property values in the area of the site. The increase in employees in the vicinity and potential ridership could encourage additional development and improved public transportation opportunities which could raise property values. (6) SAFETY AND EFFICIENCY OF VEHICLE AND PEDESTRIAN CIRCULATION No parking will be allowed on entrance road to the office building and "No Parking Fire Lane" signs will be required by condition of the SEPA Threshold Determination. A'four foot (4') wide pedestrian sidewalk has been proposed from the building to the entrance to the site at Monster Road Southwest. The width of this sidewalk must be increased, as a code requirement, to five feet (5'), excluding the curb width. There may be some danger from cars pulling out onto Monster Road Southwest, due to site distance issues, however no parking will be permitted on the shoulder of Monster Road. (7) PROVISION OF ADEQUATE LIGHT AND AIR The three-story office building is the only structure currently planned for the approximately eight acre site. Therefore, adequate natural light and air should be preserved. A lighting plan will be required to assess the impact of artificial light from the proposed development and to ensure that only light as needed for safety and security purposes will be provided. (8) MITIGATION OF NOISE, ODORS AND OTHER HARMFUL OR UNHEALTHY CONDITIONS hexreport.doc City of Renton P/B/PW Department rreliminary Report to the Hearing Examiner MONSTER ROAD OFFICE BUILDING LUA-004026, SA-H, V,ECF PUBLIC HEARING DATE: May 23,2000 Page 10 of 11 There are no noises, odors, or other harmful or potentially unhealthy conditions anticipated from this proposed project due to its planned use as an office building. Unanticipated factors of this nature would be regulated by Renton Municipal Code. (9)AVAILABILITY OF PUBLIC SERVICES AND FACILITIES TO ACCOMMODATE THE PROPOSED USE Sanitary sewer, water service and other utilities are available in Monster Road and will be extended as necessary to the building by the applicant. (9) PREVENTION OF NEIGHBORHOOD DETERIORATION AND BLIGHT The development of the property in the manner proposed will provide security surveillance and reduce the opportunity for illegal dumping, vandalism, and other unautliorized use of the property. This should increase the overall appearance of the area of the project. G. VARIANCE 1. VARIANCE DECISION REQUESTED a. The applicant has requested a variance from the Tree Cutting and Land Clearing Regulations (RMC 4-4-130). b. The applicant wishes to remove vegetation from slopes that are in excess of forty percent (40%). c. The purpose of vegetation removal and tree cutting would be to prepare slopes for grading to create retaining walls and building foundations for the Monster Road Office Building. d. The site configuration is such that development of the proposed project could not occur without grading existing slopes that are in excess of forty percent(40%). 2. VARIANCE DECISION CRITERIA The Reviewing Official shall have authority to grant a variance upon making a dete rimination in writing that the conditions specified below have been found to exist (RMC 4-9-250B). a. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification. The subject property is impacted by extensive wetlands, as well as the before mentioned steep slopes. An earlier, approved, proposal for the site created an impact on the wetlands. The current proposal avoids wetland impacts, but is situated on a smaller, more narrow portion of the property that requires grading of steep slopes in order to site the proposed building, parking area, and entry driveway. b. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which the subject property is situated. The applicant has proposed extensive erosion control measures to avoid detrimental impacts down slope from the steeply sloped areas that have been proposed for vegetation removal and tree cutting. Special measures have been proposed, and adopted by the City of Renton Environmental Review Committee as SEPA Determination mitigating conditions, to protect the hexreport.doc ' City of Renton P/B/PW Department ,reliminary Report to the Hearing Examiner MONSTER ROAD OFFICE BUILDING LUA-00,1026, SA-H, V,ECF PUBLIC HEARING DATE: May 23, 2000 Page 11 of 11 abutting railroad tracks and the Green River(the proposed project lies just beyond the 200 foot Ordinary High Water Mark of the river) from erosion and sedimentation. c. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated. A letter from the geotechnical engineer, Earth Consultants, Inc., dated April 12, 2000, states that slopes steeper than the slope proposed for the variance have been created, by cutting, at two nearby locations, 951 Monster Road Southwest and immediately northeast of the subject property adjacent to Monster Road Southwest. Cutting of these slopes occurred to allow development of similar land. d. That the approval as determined by the Hearing Examiner is a minimum variance that will accomplish the desired purpose. The applicant has indicated that the minimum amount of disturbance will take place in order to accomplish the needed site preparation activities to facilitate construction. H. RECOMMENDATION: Staff recommends approval of the MONSTER ROAD OFFICE BUILDING, Project File No. LUA-00- 026, SA-H,V, ECF subject to the following conditions: 1. Compliance with ERC Mitigation Measures: The applicant is required to comply with the Mitigation Measures, which were required by the Environmental Review Committee Threshold Determination, prior to the issuance of a building permit. 2. The final landscape plan, to be submitted and approved prior to issuance of building permits, shall include planted material, not hydroseeding, in all disturbed areas, except when hydroseeding is proposed as a temporary erosion control measure. 3. The tree inventory plan shall be revised to show if trees are existing in the are of the property between the proposed building site and the Green River. If trees are not existing and are to remain, the final landscape plan, to be submitted and approved prior to issuance of building permits, shall show new trees planted in this area. The number of trees shall be based on the size at maturity to form a continuous canopy and planted at an appropriate spacing for the tree type. 4. A lighting plan, to be submitted and approved prior to issuance of building permits, shall ensure that undue glare and "spillover" lighting from the proposed project will not negatively impact properties across the Green River from the site. EXPIRATION PERIODS: Site Plan Approvals (SA): Two (2)years from the final approval (signature) date. Variance Approval (V): Two (2)years from issuance date, if construction has not commenced. hexreport.doc CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-026,SA-H,V,ECF APPLICANT: Freiheit& Ho Architects (Arthur Chang) PROJECT NAME: MONSTER ROAD OFFICE BUILDING DESCRIPTION OF PROPOSAL:The applicant has submitted an application for a development proposal that would result in construction of a new office building on a currently vacant site located on the 1200 block of Monster Road SW in the City of Renton. The project would have three stories of office space over on-grade parking. Additional, uncovered, parking would be provided. The building would have 44,519 gross square feet of space. The project site is 370,557.76 square feet(approximately18 acres). The project will require environmental review for compliance with State Environmental Policy Act regulations. A variance from the Land Clearing and Tree Cutting Ordinance has been requested by the applicant so that slopes greater than forty percent(40%)can be cleared of vegetation and graded. This variance request and the Site Plan Review will be heard by the City of Renton Hearing Examiner LOCATION OF PROPOSAL: 1201 Monster Road SW MITIGATION MEASURES: 1. The following erosion control measures will be required during and following construction: a.The applicant shall install and maintain erosion control measures for unpaved road, parking, and disturbed areas prior to the commencement and throughout the duration of construction. b.Erosion control shall include, but not be limited to, silt fencing professionally installed and inspected, maintained, and repaired on a weekly basis. In addition to other disturbed areas, silt fencing shall be installed the entire length of the railroad tracks downslope from disturbed or construction areas. c.Disturbed areas shall be hydroseeded within thirty(30)days following construction, or within seven (7)days of the conclusion of the construction season as designated herein. d.The applicant shall limit site disturbance including clearing, grading, and utility construction activities so they do not occur between November 1 and March 31. e.The Engineer of Record shall observe installation of all erosion and sedimentation cont IoI measures at the site. The Engineer of Record shall make weekly visits to the site to verify performance of the erosion and sedimentation control measures. Weekly reports on the status and condition of the erosion control plan with any recommendations of changes or revision to either maintenance schedules or installation shall be submitted by the project Engineer of Record to the City of Renton Public Works Inspector for the duration of construction. f. The applicant shall identify the project clearing limits on the project drawings prior to the issuance of the construction permit and in the field prior to initiating site work. These limits shall be observed during site development and building construction. r � Monster Road Office Building LUA-00-026,SA-H,V,ECF Mitigation Measures(continued) Page 2 of 2 2. The applicant shall follow the recommendations of the Geotechnical Engineering Study Proposed Monster Road Office Building Lower Monster Road, Renton,Washington (E-8971), Earth Consultants, Inc., dated January 10,2000, and Letter to Ashton Development Co., LLC from Earth Consultants, Inc., dated April 12, 2000,with regard to any site disturbance, preparation, development, or construction activities. 3. Soil on site shall be kept moist, as necessary, during the period of the project implementation to reduce airborne dust. 4. The applicant shall provide parking spaces, on site, for vehicles at a ratio of 3.75 parking spaces for every 1000 square feet of useable building area. 5. The building owner shall record lease agreements that assign specific numbers of parking stalls to individual tenants. Assigned parking spaces shall not exceed the number of spaces available on site, unless off site parking, that meets City of Renton code requirements, becomes available. 6. The entrance road and driveways shall be posted " No Parking Fire Lane." 7. The applicant shall be required to pay the applicable Transportation Mitigation Fee based on a rate of $75 per each new average weekday trip attributable to the project prior to obtaining building and construction permits. 8. The applicant shall be required to pay the applicable Fire Mitigation Fee based on a rate of$0.52 per square foot prior to obtaining building and construction permits. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-026,SA-H,V,ECF APPLICANT: Freiheit& Ho Architects (Arthur Chang) PROJECT NAME: MONSTER ROAD OFFICE BUILDING DESCRIPTION OF PROPOSAL: The applicant has submitted an application for a development proposal that would result in construction of a new office building on a currently vacant site located on the 1200 block of Monster Road SW in the City of Renton. The project would have three stories of office space over on-grade parking. Additional, uncovered, parking would be provided. The building would have 44,519 gross square feet of space. The project site is 370,557.76 square feet(approximately 8 acres). The project will require environmental review for compliance with State Environmental Policy Act regulations. A variance from the Land Clearing and Tree Cutting Ordinance has been requested by the applicant so that slopes greater than forty percent(40%)can be cleared of vegetation and graded. This variance request and the Site Plan Review will be heard by the City of Renton Hearing Examiner LOCATION OF PROPOSAL: 1201 Monster Road SW _ Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Construction Services 1. Follow recommendation of the geotechnical report ("Geotechnical Engineering Study," Earth Consultants, Inc., dated January 10, 2000)and provide monitoring by geotechnical engineer. 2. Site retaining walls may require building permit, depending on their height. Parks 1. If existing bike lane is in place at this location, it is to be maintained and tied into. Surface water 1. Drainage system to be designed in accordance with 1990 King County Surface Water Design Manual, as adopted by the City of Renton. 2. Biofiltration will be required (more than 5,000 sf of new impervious surface subject to vehicular use is proposed to be constructed on the site). 3. This site was included in the overall drainage system of the larger property and the on-site system can drain to the existing pond with only the biofiltration/erosion control needs addressed for the site. 4. The applicant will be required to pay surface water(SDC)fees of$0.129 per square foot of new impervious surface installed on the site by the project. Wastewater 1. The project will require an extension to existing sewer main to serve the site. 2. New side sewer connection to the proposed building will be required with permit costs at$80 per connection. 3. Wastewater(SDC)fees of$0.078 per square foot of gross site area will be required. Domestic Water 1. New water main, fire hydrants, and DDCV assembly(fire sprinkler system)will be required and must meet fire flow and current fire codes/regulations. Monster Road Office Building • LUA-00-02 6,SA-H,V,ECF Advisory Notes(continued) Page 2 of 2 2. Any new water mains, fire hydrants, DDCV vault and water meters located on private property will be required to be in easements held by the City of Renton. 3. Water(SDC)fees of$0.113 per square foot of gross site area will be required. Transportation 1. The site will require curb, gutter, sidewalk, driveway, street paving, and streetlights and must meet current city codes/standards. 2. Traffic mitigation fees of$75 per daily trip in/out of the site will be required. The estimated number of trips, based on the proposed use of"general office"in the ITE manual 6th ed (page 1052) is 718.8 daily trips. Therefore, the fee has been estimated at$53,910.00. 3: If more than 100 people are employed at the site, requirements of the Washington State Commute Trip Reduction Act must be met. Fire Prevention 1. Fire Mitigation fees of$0.52 per square foot of building area will be required. _ 2. The preliminary fire flow is 1,750 gpm, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 3. Separate plans and permit are required for the installation of the fire sprinkler, standpipe and fire alarm systems. 4. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 feet in width with a turning radius of 45 feet inside and 25 feet outside. 5. Fire Department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 6. Provide a list of the flammable, combustible liquids and any hazardous chemicals to be used or stored on site. Planning 1. The project site is located in the Industrial—Medium (IM)Zone. Office uses are allowed in the IM Zone, if the site is within the Employment Area—Valley Special District, which is the case with this proposal. 2. The Comprehensive Plan designation is Employment Area—Valley. 3. All portions of the site not covered by buildings, structures, required parking, access, circulation, or service areas are to be maintained as permeable areas and improved with native, drought-resistant vegetative cover. Adequate means of irrigation must be provided. 4. The 15'setback along Monster Road SW must be landscaped. 5. All parking must be on site. The parking ratio for office use is between 3.0 and 4.5 spaces for every 1,000 sf of office space. For an building with 29,600 square feet of useable office space the range of parking is between 89 (minimum)and 134 (maximum)spaces. 6. The parking ratios required to meet Americans with Disabilities Act standards are 4 barrier free spaces for every 76 and 100 spaces and 5 for 101 to 150 spaces. 7. The site is in an area of the city determined to be potentially sensitive to land sliding, seismic activity, previous coal mines, steep slopes, and wetlands. 8. Exterior lighting must not be directed off-site. 9. Any construction, such as buttressing of the railroad tracks,that may directly impact Burlington Northern property, must first be approved by Burlington Northern Railroad. V City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department:Water Comments Due:MARCH 21,2000 Application No.: LUA-00-026, SA-H,V,ECF Date Circulated: March 7, 2000 Applicant:K&M Holdings IV,LLC Project Manager: Elizabeth Higgins, Project Title:Monster Road Office Building Work Order No: 78656 Location: 1201 Monster Road SW Site Area: 370,557 scl ft. (approx. 8 acres) Building Area(gross): 45,000 sq. ft. A. Environmental Impact(e.g.Non-Code) Comments No comment. B. Policy-Related Comments No comment. C. Code-Related Comments New water main, fire hydrants and DDCV assembly (fire sprinkler system will be required and must meet fire flow and current fire codes/regulations. Any new water mains, fire hydrants, DDCV vault and water meters lcoated on private property will be required to be in easements held by the City of Renton. Water(SDC)fees of$0.113/sq. ft. of gross site area will be required. ,azg, 3 -/y 00 Signature of Directo or Authorized Representative Date Lua00-026b City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL&DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department: Surface/Wastewater Comments Due: MARCH 21,2000 Application No.:LUA-00-026, SA-H,V,ECF Date Circulated: March 7, 2000 Applicant:K&M Holdings IV,LLC Project Manager:Elizabeth Higgins Project Title:Monster Road Office Building Work Order No: 78656 Location: 1201 Monster Road SW Site Area:370,557 sq.ft. (approx. 8 acres) Building Area(gross): 45,000 sq.ft. A. Environmental Impact(e.g.Non-Code)Comments No comment. B. Policy-Related Comments No comment. C. Code-Related Comments Surface Water: The drainage system for the site shall be designed in accordance with the 1990 K.C.S.W.D.M., as adopted by the City of Renton. Biofiltration will be required (more than 5,000 sq. ft. of new impervious surface subject to vehicular use is proposed to be constructed on the site). This site was included in the overall drainage system of the larger property and the on-site system can drain to the existing pond with only the BiofiItration/erosion control needs addressed for the site. The site will be required to pay surface water(SDC) fees of$0.129/sq. ft. of new impervious surface installed on the site by the project. Wastewater: The site will require an extension to existing sewer main to serve the site. New side sewer connection to the proposed building will be required with permit costs at$80/connection. Wastewater (SDC) fees of$0.078/sq. ft. of gross site area will be required. %••••-Pc;gfr''','('.6(/7.--- 3/ L-p 0 Signature of Director or Authorized Representative Date Lua00/026a _�_—r— City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department:Transportation Comments Due:MARCH 21, 2000 Application No.:LUA-00-026, SA-H,V,ECF Date Circulated: March 7, 2000 Applicant:K&M Holdings IV,LLC Project Manager: Elizabeth Higgins Project Title: Monster Road Office Building Work Order No: 78656 Location: 1201 Monster Road SW Site Area: 370,557 sq. ft. (apErox. 8 acres) Building Area(gross): 45,000 sq. ft. A.Environmental Impact(e.g.Non-Code)Comments No comment. B. Policy-Related Comments No comment. C. Code-Related Comments The site will require curb, gutter, sidewalk, driveway, street paving and streetlights and must meet current city codes/standards. Traffic mitigation fees of S75/daily trip in/out of the site will be required. See attached transportation mitigation fee form for calculated fee charges. 3 -/ QC) Signature of Director or uthorized Representative Date Lua00-026c LiOcf• c)• .( Y 2,st + + 1 •• .¢3Y. +eRtsrs: ...4/6 ...iR tayc ,..F:?�Ly� k% �'K:.:°2 .K'a4:9.4 • �i,.«i. ..•.. ..:.,..,..:....,,, Project Name A10h57t✓ Routs O+f ict. 731cfcj Project Address 120 I1(otslev koad S Contact Person Arthuv CL'tcwcj l fve, lrc,7. etHo ifc14,1ect5 Address - Phone Number LI Z S AZT"` 210 Permit Number L()/.1 -0 0 - 02 , Project Description LI 5 , 000 s f offi cc Land Use Type: . Method of Calculation: Cctit✓al ()f f,Lt ❑ Residential BITE Trip Generation Manual .tr�� ❑ Retail 0 Traffic Study L. , faete1052_ B'Non-retail 0 Other LK CT) = 0.768 Lti 01')-t 3.451 Calculation: , I7 Va, y S v' =7 LI LT) = 0.76 $ l 05•0) t 3. C54 • T = 7 18, 2 daily /yips A f i75 p du,t'y trip ($75) (71L. 8) = 53, /0 _ o Transportation Mitigation Fee: 53 1 g 1 0 Calculated by: • IV e toot, Date: 5A/ 00 Account Number: Date of Payment �\ City of F Department of Planning/Building/Public s • ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET • REVIEWING DEPARTMENT: CibtAkfuslevt SeV\i1C O COMMENTS DUE: MARCH 21, 2000 APPLICATION NO: LUA-00-026,SA H,V,ECF DATE CIRCULATED: MARCH 7,2000 APPLICANT: K&M Holdings IV,LLC PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Monster Road Office Building WORK ORDER NO: 78656 LOCATION: 1201 Monster Road SW SITE AREA: 370,557 sq.ft.(approx. 8 acres) I BUILDING AREA(gross): 45,000 sq.ft. SUMMARY OF PROPOSAL: The applicant has requested a Environmental Review and Site Plan Review and approval that would allow construction of a 45,000 gross square foot office building consisting of 3-stories over a oneTstory, in-grade parking garage. Construction would be on the south portion of an approximately 8-acre parcel. Wetlands, steep slopes in excess of 40 %), and areas previously mined for coal may be present. A variance has been requested to allow clearing of slopes 40% or greater. The City of Renton Hearing Examiner and Environmental Review Committee will review this proposal. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Miinorfs Majl mation Impacts Impacts Necessary P ImpactsNecessary Earth Housing , Air Aesthetics . Water Light/Glare Plants Recreation . Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14.000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS / W f L L t3 E f t'f eo R i`/fi N/ T �t� F dL L.L- o LL_ae iEil.JJ 17h tjj c F Sca t- S I2 EPOR.TI r'r lJ p p (./IQ( f-Iof✓ i re)2 Irv4 e Cr &'-0 TE'. c-1 £ 7 I 1,Li&e-/2- r SITE R, e-T4-tf..Ji1\1Cl c-I/,fL(_ S R_ Qvrdl.0 tau iz.ioii.x 1:) -2ri iT- We have reviewed this application with particular attention to those areas in which we have expertise and have identified ere s of probable impact or areas where additional information is needed to property assess this proposal. Gam-, S /1‘ / o0 Signature of Director or Authorized Representative Date Routing Rev.10/93 City of I Department of Planning/Building/Publi s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: PLvje COMMENTS DUE: MARCH 21, 2000 APPLICATION NO: LUA-00-026,SA-H,V,ECF DATE CIRCULATED: MARCH 7,2000 APPLICANT: KW Holdings IV,LLC PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Monster Road Office Building WORK ORDER NO: 78656 LOCATION: 1201 Monster Road SW SITE AREA: 370,557 sq.ft.(approx.8 acres) I BUILDING AREA(gross): 45,000 sq.ft. SUMMARY OF PROPOSAL: The applicant has requested a Environmental Review and Site Plan Review and approval that would allow construction of a 45,000 gross square foot office building consisting of 3-stories over a one.istory, in-grade parking garage. Construction would be on the south portion of an approximately 8-acre parcel. Wetlands, steep slopes (in excess of 40 %), and areas previously mined for coal may be present. A variance has been requested to allow clearing of slopes 40% or greater. The City of Renton Hearing Examiner and Environmental Review Committee will review this proposal. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major information Environment Minor Major) information Impacts impacts Necessary Impacts impacts Necessary - Earth Housing _ Air Aesthetics Wafer Light/Glare - , Plants Recreation Land/Shoreline Use Utilities , Animals Transportation , Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation • Airport Environment 10,000 Feet 14,000 Feet Nzi-britice/te-oe &P-90-et-rA ki"°. B. POLICY-RELATED COMMENTS,Y/kAA, G(/M•-L'�v )1°14) - rCiaC Na6e- e —Gnu . '/ - • � �' ...6,6"..7.1...:4c)*4.--- 1/1 %7R' /Z) C. CODE-RELATED COMMENTS f� )1S )4" �. AO We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed t puny assess this proposal. ,ele/4— - V9M Signature of Director or Authorized epresentative Date RoutnQ Rev.10/93 ( YO\\ + ♦ CITY OF RENTON FIRE PREVENTION BUREAU ‘*‘Arrri9 MEMORANDUM DATE: March 8, 2000 TO: Elizabeth Higgins, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Monster Road Office Building Project MITIGATION ITEMS: 1. A fire mitigation fee of$23,149.88 is required based on $0.52 per square foot. FIRE CODE REQUIREMENTS: 1. The preliminary fire flow is 1,750 gpm, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 2. Separate plans and permit are required for the installation of the fire sprinkler, standpipe and fire alarm systems. 3. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 in width with a turning radius of 45 foot outside and 25 foot inside. 4. Fire department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 5. Provide a list of the flammable, combustible liquids.and any hazardous chemical to be used or stored on site. Please feel free to contact me if you have any questions. ��' e City of c:_: ...n Department pf ing/Building/Publi„ .._..cs ENVIRONMENTAL & DEVELOPMENT PLUGA REVIEW SHEET REVIEWING DEPARTMENT: �OlkC-i COMMENTS DUE: MARCH 21, 2000 te-GZ I� I4-4A APPLICATION NO: LUA-00-026,SA-H,V,ECF DATE CIRCULATED: MARCH 7,2000 2` - APPLICANT: K&M Holdings IV,LLC PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE:.Monster Road Office Building WORK ORDER NO: .78656 LOCATION: 1201 Monster Road SW. SITE AREA: 370,557 sq.ft. (approx.8 acres) I BUILDING AREA(gross): 45,000 sq.ft. SUMMARY OF PROPOSAL: The applicant has requested a Environmental Review and Site Plan Review and approval that would allow construction of a 45,000 gross square foot office building consisting of 3-stories over a one;story, in-grade parking garage. Construction would be on the south portion of an approximately 8-acre parcel. Wetlands, steep slopes (in excess of 40 %), and areas previously mined for coal may be present. .A variance has been requested to allow clearing of slopes 40% or greater. The City of Renton Hearing Examiner and Environmental Review Committee will review this proposal. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor" Majorj Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 23 C S rudall nud mot 6,1-ad.Qd plinfAo c Q aCctd1) uite4 malwv2-0 B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. 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KROLL RC I Resource Conservation I CC 1 Convenience Commercial (Pt Publicly Owned FACE .a R-I I Residential 1 du/ac CN 1 Center Neighborhood• -- Renton City Limits 737T' R-S 1 Residential 5 du/ec I CS I Center Suburban' - " Adjacent City'Amite R-0 I Residential 8 du/ac 1 CD I Center Downtown* (Grey Text) Prezones SECT/TOWN/RANGE RMN 1 Residential Manufactured Homes 01 Center Office Residential Wiwi' Automall District A R-101 Residential 10 du/ac I—I Commercial Arterial I•;•;•.1 Automall District D n Commercial Office • Far additional regulations In overlay districts R-14I Residential 14 du/ac not shown on this map, please see RMC 4-3. 3 RM-II Residential Multi-Family Infill I-I Industrial - Heavy m Ix,1 LRM-NI Residential Multi-Family Neighborhood Center I-IM I Industrial - Medium PAGE Ia Z ^I Residential Multi-Pamtly Suburban Center IIL IIndustrial - Light co INDEX j CM Residential Multi-Family Urban`Center," .. 1/I d1. AMMO%e2 Ne O m • . 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I".I I I I I I II.`I``�F' I IIIIIIIjll 1 I �� l IIIII !``- •,oIw \R•A1mPner•mmAm.,AgwaP aM r.•c..anamnO—RMaoa.ramn,WaWwM aN va 0.8887 M A. Mb18,20. Seto b.M,b,.,.r' ` \ I Z_\ / , ' ^. I'II%I, T "/ `1 I I el - PnnOoa.naron'SuWonM 1YbtT `i 'S``b\,•t✓ 1I /I k-•,I IIIIIIIII �\�, OIlnnmummaaew.atllDrMValm um 60•Bn 1 1 \ 18 IS. Nz mQ/ ' II / .Z9C mmw 8mA evm \ wn/ �j1��,, rTA V I II S \ V Q, 111 J ybl II 1 I I II �Amb. • • ^ bMaryDnLMunMnn: ryn.:8: MpW \\11 Q NU. u' 'I 'I1IA 1 I I1' I t.n oaoK.bnl M. AbPwttern. 1 OZ Z W .1,i ;1'I IIII ' C, I , M ill. ' Ore ,� � I . <W a • • ��t�( : I I III 11,,l II 11 ~ ni � I `iF I I II'� O I II II . • III �,f +OFS I1IjII 1 I , ,. _ ovx' s ��JT. lo " III I I I \' 1 'llPARCEL ''B'' STANDARD rxQiroN fONTRDL 'w oO WETLAND A I II II AREA = 90,025 SF. (2!07 ACRES) I ': Mass.SO ET. xLDCREALNG FESCUE _I III 1II II II' O' F^(6, l %erBwDw Dw RINQTOMVAA5 0,9 RCaE ' • Z qIIIIIII 1L). C J ACRE• VI] QC III I' 1I 1- •• .`. '(6tio< I.IIIIIIII'lliI I IIIILIAIIIII 1 :,.\ , SCUE ' R m , 23%RED foo4 FoII I l ` IIL ]0%BARCLAY PERENNIAL RWEIRA55�c COBEIIIsIlII II II I II II1II I I1IIIIII1I>ry I , II I1I, �,'.L SX HIGHLAND COLONIAL NrDRA$$ FIRER muLcn@ LDoo�:LCRc y Z? • 4:'i . II0\ L1 I I I 111 I1I I I ITO, NI , /S ...:: .� TAC DRgAT THE RAE£OiaM ACAL--_ ./ C __1_. 1._ Ii_`L-_11,�IL__ ._.1 -yVVV-�� .i\L1EE • 553-3- - - - 6 81 FOR MCI TELECOMMUNICATIONS �`- —---�_ _ eai.: :a:'_ REC. NO. 9110 290815 ♦ --___ ma SO. •c to', esosa:De.o r1�""'„Nt _-.. SET /C� \ U '—lo[BPK 1 I SHEET NO. • RAILROAD TRACKS AE . 8418080 TRACKS '4,y CITY IF RENTON le Ni Planning/Building/Public Works epartment Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 16, 2000 Mr.Arthur Chang Freiheit& Ho Architects, Inc. P.S. 10940 NE 33`d Place, Suite 202 Bellevue, WA 98004 SUBJECT: Monster Road Office Building Project No. LUA-00-026,SA-H,V,ECF Dear Mr. Chang: This letter is to inform you that the comment and appeal periods have ended for the Environmental Review Committee's (ERC) Determination of Non-Significance - Mitigated for the-above-referenced project. No appeals were filed on the ERC determination. The applicant must comply with all ERC Mitigation Measures. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in tie Council Chambers on the seventh floor of City Hall, on May 23, 2000 at 9:00 AM to consider the proposed Site Plan and Variance. The applicant or representative(s) of the applicant is required to be present at the public hearing. If you have any questions, please feel free to contact me at(425)430-7382. For the Environmental Review Committee, • Elizabeth Higgins, AICP Senior Planner cc: K&M Holdings IV, LLC/Owners FINAI I TR 1055 South Grady Way-Renton,Washington 98055 .ca-. . ---. . . . . . ---. CITY_ CIF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 3, 2000 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC)on May 2,2000: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED Monster Road Office Building Project No. LUA-00-026,SA-H,V,ECF The applicant has requested a Environmental Review and Site Plan Review and approval that would allow construction of a 45,000 gross square foot office building consisting of 3-0ories over a one-story, on-grade parking garage. Construction would be on the south portion of an approximately 8-acre parcel. Wetlands, steep slopes (in excess of 40 percent), and areas previously mined for coal may be present. A variance has been requested to allow clearing of slopes 40 percent or greater. The City of Renton Hearing Examiner and Environmental Review Committee will review this proposal. Location: 1201 Monster Road SW. Appeals of the environmental determination must be filed in writing on or before 5:00 PM, May 19,2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. If you have questions, please call me at(425)430-7382. For the Environmental Review Committee, . Elizabeth Higgins,AICP Senior Planner • cc: . King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) US Army Corp. of Engineers 1055 South Grady Way-Renton,Washington 98055 d. " `" CITY ,JF RENTON ••LL Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • April 27, 2000 Mr.Arthur Chang Freiheit& Ho Architects, Inc. P.S. 10940 NE 33rd Place, Suite 202 Bellevue, WA 98004 SUBJECT: Monster Road Office Building Project No. LUA-00-026,SA-H,V,ECF Dear Mr. Chang: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC, on May 2, 2000, issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM, May 19, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, on May 23, 2000 at 9:00 AM to consider the proposed Site Plan and Variance. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at(425)430-7382. For the Environmental Review Committee, Elizabeth Higgins,AICP Senior Planner cc: K&M Holdings IV, LLC/Owners Enclosure dnsmitr 1055 South Grady Way-Renton,Washington 98055 • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-026,SA-H,V,ECF APPLICANT: Freiheit&Ho Architects (Arthur Chang) PROJECT NAME: MONSTER ROAD OFFICE BUILDING DESCRIPTION OF PROPOSAL:The applicant has submitted an application for a development proposal that would result in construction of a new office building on a currently vacant site located on the 1200 block of Monster Road SW in the City of Renton. The project would have three stories of officel space over on-grade parking. Additional, uncovered, parking would be provided. The building would have 44,519 gross square feet of space. The project site is 370,557.76 square feet(approximately 8 acres). The project will require environmental review for compliance with State Environmental Policy Act regulations. A variance from the Land Clearing and Tree Cutting Ordinance has been requested by the applicant so that slopes greater than forty percent(40%)can be cleared of vegetation and graded. This variance request and the Site Plan Review will be heard by the City of Renton Hearing Examiner LOCATION OF PROPOSAL: 1201 Monster Road SW MITIGATION MEASURES: 1. The following erosion control measures will be required during and following construction: a.The applicant shall install and maintain erosion control measures for unpaved road, parking, and disturbed areas prior to the commencement and throughout the duration of construction. b.Erosion control shall include, but not be limited to, silt fencing professionally installed and inspected, maintained, and repaired on a weekly basis. In addition to other disturbed areas, silt fencing shall be installed the entire length of the railroad tracks downslope from disturbed or construction areas. c.Disturbed areas shall be hydroseeded within thirty(30)days following construction, or within seven (7)days of the conclusion of the construction season as designated herein. d.The applicant shall limit site disturbance including clearing, grading, and utility construction activities so they do not occur between November 1 and March 31. e.The Engineer of Record shall observe installation of all erosion and sedimentation control measures at the site. The Engineer of Record shall make weekly visits to the site to verify performance of the erosion and sedimentation control measures. Weekly reports on the status and condition of the erosion control plan with any recommendations of changes or revision to either maintenance schedules or installation shall be submitted by the project Engineer of Record to the City of Renton Public Works Inspector for the duration of construction. f. The applicant shall identify the project clearing limits on the project drawings prior to the issuance of the construction permit and in the field prior to initiating site work. These limits shall be observed during site development and building construction. Monster Road Office Building LUA-00-026,SA-H,V,ECF Mitigation Measures(continued) Page 2 of 2 2. The applicant shall follow the recommendations of the Geotechnical Engineering Study Proposed Monster Road Office Building Lower Monster Road, Renton,Washington (E-8971), Earth Consultants, Inc., dated January 10, 2000, and Letter to Ashton Development Co., LLC from Earth Cons 6 Itants, Inc., dated April 12, 2000, with regard to any site disturbance, preparation, development, or construction activities. 3. Soil on site shall be kept moist, as necessary, during the period of the project implementation to reduce airborne dust. 4. The applicant shall provide parking spaces, on site, for vehicles at a ratio of 3.75 parking spaces for every 1000 square feet of useable building area. 5. The building owner shall record lease agreements that assign specific numbers of parking stalls to individual tenants. Assigned parking spaces shall not exceed the number of spaces available on site, unless off site parking, that meets City of Renton code requirements, becomes available. 6. The entrance road and driveways shall be posted "No Parking Fire Lane." 7. The applicant shall be required to pay the applicable Transportation Mitigation Fee based on a rate of $75 per each new average weekday trip attributable to the project prior to obtaining building and construction permits. 8. The applicant shall be required to pay the applicable Fire Mitigation Fee based on a rate of$0.52 per square foot prior to obtaining building and construction permits. CITY OF RENTON • DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-026,SA-H,V,ECF APPLICANT: Freiheit& Ho Architects (Arthur Chang) PROJECT NAME: MONSTER ROAD OFFICE BUILDING DESCRIPTION OF PROPOSAL: The applicant has submitted an application for a development proposal that would result in construction of a new office building on a currently vacant site located on the 1200 block of Monster Road SW in the City of Renton. The project would have three stories of;office , space over on-grade parking. Additional, uncovered, parking would be provided. The building would have 44,519 gross square feet of space. The project site is 370,557.76 square feet(approximately 8 acres). The project will require environmental review for compliance with State Environmental Policy Act regulations. A variance from the Land Clearing and Tree Cutting Ordinance has been requested by the applicant so that slopes greater than forty percent(40%)can be cleared of vegetation and graded. This variance request and the Site Plan Review will be heard by the City of Renton Hearing Examiner LOCATION OF PROPOSAL: 1201 Monster Road SW Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Construction Services 1. Follow recommendation of the geotechnical report("Geotechnical Engineering Study," Earth Consultants, Inc., dated January 10, 2000)and provide monitoring by geotechnical engineer. 2. Site retaining walls may require building permit, depending on their height. Parks 1. If existing bike lane is in place at this location, it is to be maintained and tied into. Surface water 1. Drainage system to be designed in accordance with 1990 King County Surface Water Design Manual, as adopted by the City of Renton. 2. Biofiltration will be required (more than 5,000 sf of new impervious surface subject to vehicular use is proposed to be constructed on the site). 3. This site was included in the overall drainage system of the larger property and the on-site system can drain to the existing pond with only the biofiltration/erosion control needs addressed for the site. 4. The applicant will be required to pay surface water(SDC)fees of$0.129 per square foot of new impervious surface installed on the site by the project. Wastewater 1. The project will require an extension to existing sewer main to serve the site. 2. New side sewer connection to the proposed building will be required with permit costs at$80 per connection. 3. Wastewater(SDC)fees of$0.078 per square foot of gross site area will be required. Domestic Water 1. New water main, fire hydrants, and DDCV assembly(fire sprinkler system)will be required and must meet fire flow and current fire codes/regulations. Monster Road Office Building LUA-00-026,SA-H,V,ECF ' Advisory Notes(continued) Page 2 of 2 2. Any new water mains, fire hydrants, DDCV vault and water meters located on private property will be required to be in easements held by the City of Renton. 3. Water(SDC)fees of$0.113 per square foot of gross site area will be required. Transportation 1. The site will require curb, gutter, sidewalk, driveway, street paving, and streetlights and must meet current city codes/standards. 2. Traffic mitigation fees of$75 per daily trip in/out of the site will be required. The estimated number of trips, based on the proposed use of"general office" in the ITE manual 6th ed (page 1052)is 718.8 daily trips. Therefore, the fee has been estimated at$53,910.00. 3. If more than 100 people are employed at the site, requirements of the Washington State Commute Trip Reduction Act must be met. Fire Prevention 1. Fire Mitigation fees of$0.52 per square foot of building area will be required. 2. The preliminary fire flow is 1,750 gpm, one hydrant is required within 150 feet of the structu e and one additional hydrant is required within 300 feet of the structure. 3. Separate plans and permit are required for the installation of the fire sprinkler, standpipe and fire alarm systems. 4. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 feet in width with a turning radius of 45 feet inside and 25 feet outside. 5. Fire Department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 6. Provide a list of the flammable, combustible liquids and any hazardous chemicals to be used or stored on site. Planning 1. The project site is located in the Industrial—Medium (IM)Zone. Office uses are allowed in the IM Zone, if the site is within the Employment Area—Valley Special District,which is the case with this proposal. 2. The Comprehensive Plan designation is Employment Area—Valley. 3. All portions of the site not covered by buildings, structures, required parking, access, circulation, or service areas are to be maintained as permeable areas and improved with native, drought-resistant vegetative cover. Adequate means of irrigation must be provided. 4. The 15'setback along Monster Road SW must be landscaped. 5. All parking must be on site.The parking ratio for office use is between 3.0 and 4.5 spaces for every 1,000 sf of office space. For an building with 29,600 square feet of useable office space,the range of parking is between 89(minimum)and 134 (maximum)spaces. 6. The parking ratios required to meet Americans with Disabilities Act standards are 4 barrier free spaces for every 76 and 100 spaces and 5 for 101 to 150 spaces. 7. The site is in an area of the city determined to be potentially sensitive to land sliding, seismic activity, previous coal mines, steep slopes, and wetlands. 8. Exterior lighting must not be directed off-site. 9. Any construction, such as buttressing of the railroad tracks, that may directly impact Burlington Northern property, must first be approved by Burlington Northern Railroad. I , ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION ' • MONSTER ROAD OFFICE BUILDING LUA-00-028,SA-H,V,ECF . The applicant has requested a Environmental Review and Site Plan Review and approval that would allow construction of a 45,000 gross square foot office building consisting of 3-stories over a one-story,on-grade parking garage.Construction would be on the south portion of an approximately 8-acre parcel.Wetlands,steep slopes(In excess of 4o percent),and areas previously mined for coal may be present.A variance has been, requested to allow dealing of slopes 40 percent or greater.The City of Renton Hearing Examiner and Environmental Review Committee will review this proposal.Location:1201 Monster Road SW. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE(ERC)HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE • ENVIRONMENT. Appeals alive environmental determination must be filed In writing on or before 5:00 PM,May IS,2000.Appeals must be flied In writing together with the required 575.00 application fee with:Hearing Examiner,City of Renton, 1055 South Grady Way,Renton,WA 98055.Appeals to the Examiner are governed by City of Renton Municipal . Cede Section 4-8-11B. Additional Information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)-430.6510. A Public Hearing will be-held by the Renton Healing Examiner et his regular meeting In the Council Chambers on the 7th floor of City Hall,1055 south grady way,Renton,Washington,on MAY 23.2000 at 9:00 AM to consider the proposed Site Plan and Variance.If the Environmental Determination Is appealed,the appeal will be heard as part of this public hearing. /4i4 11 , „......„.„.. ----, , ' 'rip' � .P ��erA`'3 ..froi . . . fie\ poilit_r— Plik, raw v3 -- \ _ . ,..:,.. .,..!._...14_ . .44 t.....,t. f,, ..... 41 ' i-‘ :o., .. i r ` iL vnIl•u--aI.••ItIlk:lI tr611.I':-t,I'i l- I . a ..J p i. �Ai l cove . y hod 4dl%: ,:; c,>a.`\ ~ ' % ' ''' \1 14 VA, '''',. ., A ''re,1 yr ek ve \ `� s�" •1� I , C i ce , i t / FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper file Identification. CERTIFICATION I, AKArt.e._ K(.0 , hereby certify that 3 copies of the above . document were posted by me in 3 conspicuous places on or nearby the described property on . y I Zoe o • _ Signed: 12 ATTEST: Subcribed worn before me,a Nortary Public,in and for the State of Washington residing �' 11A , on the 4L0-- day of` �00 a MARILYN KAMI ,.- •' � NOTARY iir 0 , STATE OF WASHINGTON MARILYN KAMCHEFP OOMMISSiON EXPIRES . MY APPOINTMENT EXPIRES:60703 r dUI�E9, 03 F^ i REVISED NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance-Mitigated for the following project under the authority of the Renton Municipal Code. MONSTER ROAD OFFICE BUILDING LUA-00-026,SA-H,V,ECF Environmental review for reconsideration of mitigation measures regarding construction of a new office building. Location: 1201 Monster Road SW. Appeals of the environmental determination must be filed in writing on or before 5:00 PM, May 119, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, May 23, 2000 at 9:00 AM to consider the proposed site plan and variance. Confirm hearing date by calling 425-430-7282. If the Environmental Determi y ation is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend. Publication Date: May 05, 2000 Account No. 51067 dnsmpub.dot a STAFF City of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE: May 2, 2000 Project Name: Monster Road Office Building Applicant: Arthur Chang 10940 NE 33`d PI Freiheit& Ho Architects Bellevue WA 98004 Owner: K& M Holdings IV, L..L.C. 16400 Southcenter Parkway, Suite 502 Seattle WA 98188 File Number: LUA-00-026,SA-H,V,ECF Reviewing Planner: Elizabeth Higgins Project Summary: The applicant has submitted an application for a development proposal that would result in construction of a new office building on a currently vacant site located on the 1200 block of Monster Road SW in the City of Renton. The project would have three stories of office space over on-grade parking. Additional, uncovered, parking would be provided. The building would have 44,519 gross square feet of space. The project site is 370,557.76 square feet (approximately 8 acres). The project will require environmental review for compliance with State Environmental Policy Act regulations. A variance from the Land Clearing and Tree Cutting Ordinance has been requested by the applicant so that slopes greater than forty percent (40%) can be cleared of vegetation and graded. This variance request and the Site Plan Review will be heard by the City of Renton Hearing Examiner. Project Location: 1201 Monster Road SW, Renton Building Area: 44,519 square feet Site Area: 370,557.76 square feet(approximately 8 acres). RECOMMENDATION: Staff Recommend that the Environmental Review Committee issue a Determination of Non-Significance-Mitigated(DNS-M) ercrpt City of Renton P/B/PW Department Envii. •mtal Review Committee Staff Report Monster Road Office Building LUA-00-026,SA-H, V,ECF REPORT OF APRIL 25,2000 Page2 of 8 B. PROJECT DESCRIPTION Freiheit & Ho Architects, representing K & M Holdings IV, L.L.C., have submitted an application requesting Site Plan Approval for a new office building on a currently vacant site located at 1201 Monster Road SW (also known as "Lower Monster Road") in the City of Renton. Environmental review and Hearing Examiner approval of a Variance request and the Site Plan Review will also be required. The site has both steep slopes and wetlands, but only a portion of the steeply sloped area will require grading for building construction. Surface water will be collected and discharged into the wetland buffer, but no alteration of the wetland or wetland buffer has been proposed by the applicant. Historically, the area in the vicinity of the property was mined for coal, therefore a geotechnical analysis has been submitted by the applicant. No evidence of mining has been discovered in the geotechnical investigation. The site is bounded by undeveloped land to the north and south. The King County Wastewater Treatment Facility borders the property to the east. Burlington Northern Railroad tracks border the property to the west and the Green River lies beyond the railroad right-of-way. The mean high water mark of the river is more than 200 feet from the property line so no shoreline permitting would be required. The project site is 370,557.76 square feet (approximately 8 acres). Approximately 57 maple trees, from 12 to 18 inches in diameter,will be removed at the building site. Landscaping has been proposed in all disturbed and pervious areas of the building site. The project would be accessed via a new entry driveway from Monster Road SW. Frontage improvements on Monster Road would include a 6.5 concrete curb and sidewalk and a 5 foot wide bike lane in the street right-of-way. The building footprint would be 11, 078 square feet (three percent of the total site area). The total site coverage, including parking and entry driveway, would be approximately 50,137 square feet, or 13.5 percent impervious site cover. The project would have three stories of office space over on-grade covered parking for 27 vehicles. Additional, uncovered, parking for 68 vehicles, including four barrier free spaces, would be provided abutting or in the near vicinity of the building. The total number of spaces provided would be 95. The building would have 44,519 dross square feet of space. Of this, 29,600 square feet would be useable office space. According to the architect, approximately 100 employees may work at this location. The building height would be 58 feet, with a mechanical screen extending an additional 6 feet above the roof deck. The applicant has estimated the amount of excavation at 15,837 cubic yards and the amount of fill at 4,879 cubic yards. The project will require environmental review for compliance with State Environmental Policy Act regulations. A variance from the Land Clearing and Tree Cutting Ordinance has been requested by the applicant so that slopes greater than forty percent (40%) can be cleared of vegetation and graded. This variance request will be heard by the City of Renton Hearing Examiner at the time of the Site Plan Review. C. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommend that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE V NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. X Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal . eriod. ercrpt City cf Renton P/B/PW Department Envir_ .,intal Review Comm'ttee Staff Report Monster Road Office Building LUA-00-026,SA-H, V,ECF REPORT OF APRIL 25,2000 Page3 of 8 D. MITIGATION MEASURES: The City of Renton Development Services Division proposes the following mitigation measures: 1. The following erosion control measures will be required during and following construction: a. The applicant shall install and maintain erosion control measures for unpaved road, parking, aid disturbed areas prior to the commencement and throughout the duration of construction. b. Erosion control shall include, but not be limited to, silt fencing professionally installed and inspected, maintained, and repaired on a weekly basis. In addition to other disturbed areas, silt fencing shall be installed the entire length of the railroad tracks downslope from disturbed or construction areas. c. Disturbed areas shall be hydroseeded within thirty(30)days following construction, or within seven (7)days of the conclusion of the construction season as designated herein. d. The applicant shall limit site disturbance including clearing, grading, and utility construction activities so they do not occur between November 1 and March 31. e. The Engineer of Record shall observe installation of all erosion and sedimentation control measures at the site. The Engineer of Record shall make weekly visits to the site to verify performance of the erosion and sedimentation control measures. Weekly reports on the status and condition of the erosion'control plan with any recommendations of changes or revision to either maintenance schedules or installation shall be submitted by the project Engineer of Record to the City of Renton Public Works Inspector for the duration of construction. f. The applicant shall identify the project clearing limits on the project drawings prior to the issua I ce of the construction permit and in the field prior to initiating site work. These limits shall be observed during site development and building construction. 2. The applicant shall follow the recommendations of the Geotechnical Engineering Study Proposed Monster Road Office Building Lower Monster Road, Renton,Washington (E-8971), Earth Consultants, Inc., dated January 10, 2000, and Letter to Ashton Development Co., LLC from Earth Consultants, Inc., dated April 12, 2000, with regard to any site disturbance, preparation, development, or construction activities. 3. Soil on site shall be kept moist, as necessary, during the period of the project implementation to reduce airborne dust. 4. The applicant shall provide parking spaces, on site, for vehicles at a ratio of 3.75 parking spaces for every 1000 square feet of useable building area. 5. The building owner shall record lease agreements that assign specific numbers of parking stalls to individual tenants. Assigned parking spaces shall not exceed the number of spaces available on site, unless off site parking, that meets City of Renton code requirements, becomes available. 6. The entrance road and driveways shall be posted "No Parking Fire Lane." 7. The applicant shall be required to pay the applicable Transportation Mitigation Fee based on a rate of$75 per each new average weekday trip attributable to the project prior to obtaining building and construction permits. 8. The applicant shall be required to pay the applicable Fire Mitigation Fee based on a rate of$0.52 per square foot prior to obtaining building and construction permits. ercrpt I City of Renton P/B/PW Department Envi) sntal Review Committee Staff Report . Monster Road Office Building LUA-00-026,SA-H, V,ECF REPORT OFAPRIL 25,2000 Page4 of 8 E. ADVISORY NOTES Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmen1tal determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Construction Services 1. Follow recommendation of the geotechnical report("Geotechnical Engineering Study," Earth Consultants, Inc., dated January 10, 2000)and provide monitoring by geotechnical engineer. 2. Site retaining walls may require building permit, depending on their height. Parks 1. If existing bike lane is in place at this location, it is to be maintained and tied into. Surface water 1. Drainage system to be designed in accordance with 1990 King County Surface Water Design Manual, as adopted by the City of Renton. 2. Biofiltration will be required (more than 5,000 sf of new impervious surface subject to vehicular use is proposed to be constructed on the site). 3. This site was included in the overall drainage system of the larger property and the on-site system can drain to the existing pond with only the biofiltration/erosion control needs addressed for the site. 4. The applicant will be required to pay surface water(SDC)fees of$0.129 per square foot of new impervious surface installed on the site by the project. Wastewater 1. The project will require an extension to existing sewer main to serve the site. 2. New side sewer connection to the proposed building will be required with permit costs at$80 per connection. 3. Wastewater(SDC)fees of$0.078 per square foot of gross site area will be required. Domestic Water 1. New water main, fire hydrants, and DDCV assembly(fire sprinkler system)will be required and must meet fire flow and current fire codes/regulations. 2. Any new water mains,fire hydrants, DDCV vault and water meters located on private property will be required to be in easements held by the City of Renton. 3. Water(SDC)fees of$0.113 per square foot of gross site area will be required. Transportation 1. The site will require curb, gutter, sidewalk, driveway, street paving, and streetlights and must meet current city codes/standards. 2. Traffic mitigation fees of$75 per daily trip in/out of the site will be required. The estimated numbed of trips, based on the proposed use of"general office" in the ITE manual 6th ed (page 1052) is 718.8 daily trips. Therefore, the fee has been estimated at$53,910.00. 3. If more than 100 people are employed at the site, requirements of the Washington State Commute Trip Reduction Act must be met. Fire Prevention 1. Fire Mitigation fees of$0.52 per square foot of building area will be required. 2. The preliminary fire flow is 1,750 gpm, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. ercrpt City cf Renton P/B/PW Department Envii ntal Review Committee Staff Report . Monster Road Office Building LUA-00-026,SA-H, V,ECF REPORT OF APRIL 25,2000 PageS of 8 3. Separate plans and permit are required for the installation of the fire sprinkler, standpipe and fire alarm systems. 4. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 feet in width with a turning radius of 45 feet inside and 25 feet outside. 5. Fire Department dead-end access roadways over 150 feet in length are required to have an approl ed turnaround. 6. Provide a list of the flammable, combustible liquids and any hazardous chemicals to be used or stored on site. Planning 1. The project site is located in the Industrial—Medium (IM)Zone. Office uses are allowed in the IM Zone, if the site is within the Employment Area—Valley Special District, which is the case with this proposal. 2. The Comprehensive Plan designation is Employment Area—Valley. 3. All portions of the site not covered by buildings, structures, required parking, access, circulation, o l service areas are to be maintained as permeable areas and improved with native, drought-resistant vegetative cover. Adequate means of irrigation must be provided. 4. The 15'setback along Monster Road SW must be landscaped. 5. All parking must be on site.The parking ratio for office use is between 3.0 and 4.5 spaces for every 1,000 sf of office space. For an building with 29,600 square feet of useable office space, the range of parking is between 89 (minimum)and 134 (maximum)spaces. 6. The parking ratios required to meet Americans with Disabilities Act standards are 4 barrier free spaces for every 76 and 100 spaces and 5 for 101 to 150 spaces. 7. The site is in an area of the city determined to be potentially sensitive to land sliding, seismic activity, previous coal mines, steep slopes, and wetlands. 8. Exterior lighting must not be directed off-site. 9. Any construction, such as buttressing of the railroad tracks, that may directly impact Burlington Northern property, must first be approved by Burlington Northern Railroad. F. ENVIRONMENTAL IMPACTS 1. Earth Impacts:The proposed project building site is located on a portion of a larger parcel. The larger parcel has a wetland area and steep slopes. A portion of the proposed building site is relatively flat, but some grading of slopes greater than forty percent(40%)would be necessary to accommodate the proposal. For this reason, a variance has been requested to allow removal of vegetation from slopes of forty percent(40%)or greater prior to grading The applicant has proposed that excavations of from 16 to 25 feet below existing grades would be required to reach the subgrade elevations. In other locations, up to 18 feet of fill would be required to raise grades at the access road location. Some fill would come from elsewhere on site, although fill from off site may also be used. The applicant has estimated the amount of excavation at 15,837 cubic yards and the amount of fill at 4,879 cubic yards. The applicant proposes establishing finished grades of 1.5:1 (vertical:horizontal)as part of the project. Earth Consultant's Inc. has stated in a letter to the applicant(dated April 12, 2000)that their recommendations "were based on soil and rock conditions encountered at test pit locations, review of the previous rock core information, and the presence of other 1.5H:1 V and steeper slopes in the site vicinity. Based on review of the test pits and lithe previous rock cores, and the conditions that will be exposed in the cut will consist of residual soils (soils derived from weathering of bedrock) overlying hard intact bedrock." Earth Consultants has indicated that these soils should be stable for the recommended inclination; and that surficial erosion be controlled using an erosion mat or jute netting over the slope, until permanent vegetation is established. Earth Consultants also acknowledged in the April 12, 2000 letter that the fine-grained soils underlying the site would be susceptible to erosion due to sheet flow. However,they believe that conventional erosion control measures employed ercrpt City of Renton P/B/PW Department Envi, ental Review Comm(ttee Staff Report - Monster Road Office Building LUA-00-026,SA-H, V,ECF REPORT OF APRIL 25,2000 Page6 of 8 during construction would mitigate this impact. City Code requires a temporary erosion and sedimentation control plan (TESCP). Earth Consultants recommends that the TESCP include the following: a) maintaining vegetation buffers around cleared areas where practicable; b)covering exposed soil stockpiles; c) hydroseeding or placing straw mulch in areas where grading is completed; d)diverting water away from top of slopes; e)using silt fences and straw bales around the site perimeter;f)coordinating clearing, excavation and erosion control to reduce exposed areas. Concern was expressed during review of the proposal regarding the railroad tracks located adjacent to the subject site, along the southwest property boundary. Specifically, there is concern that failure of the slope above the tracks could occur as a result of project construction. Earth Consultants addressed this issue in their April 12 letted commenting that the existing slope above the railroad right-of-way is an approximate 500 foot long, 40-foot high cut slope comprised of residual soils and unweathered bedrock. As part of the proposed development, the abo t 330 lineal feet of the slope on the east would be buttressed with a combination of a rockery and a reinforced soil embiankment. The consultants state that the development should not adversely impact the stability of the cut slope, and that development of the site should actually enhance the long-term stability of the slope by controlling surface water above the slope and directing it away form the slope. The area in the vicinity of the property may have been mined for coal in the past. For this reason, and because of the generally steep slopes on the site,the applicant submitted"Geotechnical Engineering Study," Earth Consultants, Inc., dated January 10, 2000. This report concludes that the project site is suitable for the project proposed. Various suggestions and recommendations for building foundations were included in the report. These recommendations should be followed during design and construction. Mitigation Measures: 1. The following erosion control measures will be required during and following construction: a. Install and maintain temporary erosion control measures for unpaved road, parking, or disturbed areas. b. Minimize disturbance of existing vegetation. c. Place silt fencing along downslope areas uphill from the Green River for the duration of the project. d. Following construction, revegetate disturbed sloped areas. 2. The recommendations found in, "Geotechnical Engineering Study," Earth Consultants, Inc., dated January 10, 2000, shall be followed. Nexus: SEPA Environmental Regulations, City of Renton Grading, Excavation, and Mining Regulations 2. Air Impacts: During the project, dust and emissions from trucks and equipment are anticipated. Dirt on copstruction vehicle tires may be carried off site and thereby increase air pollution at local roads.Watering of unpaved areas or areas where vegetation has been disturbed may be necessary to reduce impacts of dust. Mitigation Measures: Soil on site shall be kept moist, as necessary, during construction to reduce airborne dust. Nexus: Environmental (SEPA) Ordinance 3. Water • Impacts: The project site is more than 200 feet beyond the ordinary high water mark of the Green River. Therefore, City of Renton Shoreline Regulations do not apply. However, concerns were expressed regarding storm water runoff and sedimentation/erosion that could affect the Green River. Pacific Engineering Design Inc. states in a letter dated April 12, 2000, that all site drainage will be routed to the existing wetland, and regional wetpond detention facility located at the west portion of the property. Drainage from the wetpond is metered out via pump to the',downstream receiving system. Erosion and Sedimentation would be controlled by implementing measures in compliance with the King County Surface Water Design Manual. These measures include: establishing clearing limits; covering disturbed ercrpt City of Renton P/B/PW Department Envir ,!ntal Review Commiittee Staff Report Monster Road Office Building LUA-00-026,SA-H, V,ECF REPORT OFAPRIL 25,2000 Page7 of 8 surfaces; installing silt fences to protect the site perimeter; stabilizing construction entrances; controlling dust; collecting surface water from disturbed areas of the site and routing it through a sediment pond; installing surface water controls to intercept all surface water from the disturbed areas, convey it to the sediment pond, settle and filter sediments and discharge it downstream. Following construction, the site would be permanently stabilized by installing paved and landscaped areas. An oil/water separator will be installed, and storm water will be further treated in the grass-lined swale upstream of the regional detention facility and wetland area. A wetland investigation, "Monster Road Site Wetland Delineation," by Shapiro and Associates, Inc., dated January 2000, was submitted by the applicant. This study indicates that no wetlands are present in the building foundation, site clearing, or site construction portions of the property. Mitigation Measures: No further mitigation deemed necessary. Nexus: N/A 4. Stormwater Impacts: Erosion control measures will be implemented to control stormwater run-off from the site, where staging for site construction and building would take place(see Earth section, above). The proposed project site is uphill from the Green River. Currently, stormwater sheet flows across the property toward the existing wetland. Some off site flow from an area north of the site crosses the property toward the regional detention facility. This off site flow will be intercepted by the project's conveyance system and directed to the discharge area in the wetland buffer. The project applicant has proposed establishing a grass lined swale to treat most of the stormwater runoff from the project prior to release into the buffer of a 90,025 sf wetland/regional stormwater detention facility on the property. The remainder of the stormwater runoff will be conveyed to an existing system in Monster Road SW. Mitigation Measures: No additional mitigation is required. Nexus: N/A 5. Vegetation Impacts: A variance from the Land Clearing and Tree Cutting Ordinance has been requested in order to remove vegetation from slopes that may be greater than 40 percent(40%). In addition, a Tree Cutting/Land Clearing Plan has been submitted by the applicant. If the variance is approved, approximately 57 mature big-leaf maple trees (Acer macrophylum)will be removed from the project construction and grading area. Other vegetation found in this area, to be removed, includes Himalayan blackberry(rubus procerus), red alder(Alnus rubra), black cottonwood (Populus trichocarpa), Scot's broom (Cytisus scoparious), and swordfern (Polystichum munitum). Removed vegetation will be replaced by evergreen and deciduous trees and shrubs and evergreen groundcovers following construction. Mitigation Measures: No additional mitigation is required. Nexus: N/A 6. Transportation Impacts: The project site is located at the 1200 block of Monster Road SW. A Traffic Impact Analysis by Heath & Associates, Inc., dated March 2000,was submitted. The study analyzed road intersections located at Martin Luther King, Jr.Way and 68th Avenue South, Monster Road and Oakesdale Avenue, and Interurban Avenue and Southcenter Boulevard (scope requested by the City of Renton). Traffic counts at both am and pm peak hours were collected. This peak hour information,with geometric intersection data,were used to perform capacity computations end develop ercrpt City of Renton P/B/PWDepartment Envir. mtal Review Committee Staff Report Monster Road Office Building LUA-00-02¢,SA-H, V,ECF REPORT OF MAY 3„2000 Page8 of 8 Levels of Service (LOS). The study indicates that moderate to long delays presently exist for several of the intersection approaches and movements. A comparison of existing (without project) LOS with the post-construction of project estimated LOS indicates that LOS for all approaches would remain the same when project traffic is added. Due to concerns related to sight visibility on Monster Road, all parking will be required to be accommodated on site. For this reason, a number in the middle of the required parking ratio range will be required (3.75 spaces for every 1000 gross square feet of building area). Additionally, parking spaces on site must be assigned to tenants bi lease agreements. Parking will not be permitted in driveways or along the entrance road. The city of Renton will require that Traffic mitigation fees of$75 per daily trip in/out of the site be paid. The estimated number of trips, based on the proposed use of"general office" in the ITE manual 6th ed (page 1052) is 718.8 daily trips. Therefore, the fee has been estimated at$53,910.00. Mitigation Measures: 1. The applicant shall provide parking spaces, on site, for vehicles at a ratio of 3.75 parking spaces for every 1000 square feet of useable building area. 2. The building owner shall record lease agreements that assign specific numbers of parking stalls to individual tenants. Assigned parking spaces shall not exceed the number of spaces available on site, unless off site parking, that meets City of Renton code requirements, becomes available. 3. The entrance road and driveways shall be posted" No Parking Fire Lane." 4. The applicant shall be required to pay the applicable Transportation Mitigation Fee based on a rat of$75 per each new average weekday trip attributable to the project prior to obtaining building and construction permits. Policy Nexus: Transportation Mitigation Fee: Resolution 3100, Ordinance 4527; SEPA environmental regulations. 7. Police and Fire Departments Impacts: Fire mitigation fees are applicable. Based on the building size, as submitted, 44,519 sf, and he fee of$0.52 per square foot, the fire fee would be $$23,149.88, required upon issuance of building and constructiori permits. Mitigation Measures: The applicant shall be required to pay the applicable Fire Mitigation Fee based on a rate of $0.52 per sf. prior to obtaining building and construction permits. Policy Nexus: N/A G. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM, May 19,2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. ercrpt C.) °� City of Renton • ♦ Development Services Division . Nr-co< 1055 South Grady Way, 6th Fir Renton, WA 98055 Date: May 1, 200,0 TO: Todd Christopherson FROM: Elizabeth Higgins, Sr. Planner Ashton Development Co. Development Services Div. Development/Planning Phone: (206) 575-8436 Phone: (425) 430-7382 Fax: (206) 575-8510 Fax Phone: (425) 430-7300 ISUBJECT: ERC Conditions I Number of pages including cover sheet: 2 REMARKS: ❑ Original to [ Urgent ❑ As ® Please ❑ For your be mailed Requested Comment review Please call if you have any questions. :".i2vrtifrul iWI I MA.As Ahead of the curve CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: May 1, 2000 TO: Todd Christopherson, Ashton Development FROM: Elizabeth Higgins, Senior Planner, (425-430-7382) COPY: Files SUBJECT: Monster Road Office Building LUA00-026 ERC Mitigation Reconsideration Request As I mentioned in my telephone call on Friday, the Environmental Review Committee is now scheduled to meet for discussion of your request for reconsideration of the ERC conditions of the SEPA determination. Anticipating that ERC would not d fop condition #5 altogether (although you have requested it) I have offered the following compromise conditions: "The building owner shall record lease agreements that assign specific numbers of parking stalls to individual tenants. Assigned parking spaces shall not exceed the number of spaces available on site, unless off site parking, that meets City of Renton code requirements, becomes available." "The entrance road and driveways shall be posted as not available for parking at any time." Please let me know if this would be acceptable to you. TCmem.dfl Elizabeth Higgins- ERC Meeting,.May 2n Pa9e..:1.,.f From: Elizabeth Higgins To: Duffy, Charles; Hanson, Jana; Henning, Jennifer; Shepherd, James; Wheeler, Lee; Zimmerman, Gregg Date: 4/28/00 5:05PM Subject: ERC Meeting, May 2nd The ERC was to have a "consent agenda" in lieu of a regular meeting on May 2nd. However, in order to review a site plan revision for the Monster Road Office Building that would provide additional on-site parking and perhaps reconsider the ERC SEPA conditions, I would like to request that there be a meeting on May 2nd at 9am. Thank you. CC: Codiga, Karen CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: April 28, 2000 TO: Gregg Zimmerman FROM: Elizabeth Higgins, Senior Planner, (7382) COPY: Files SUBJECT: Monster Road Office Building LUA00-026 ERC Mitigation Reconsideration Request Attached to this memo you will find a letter from the proponent for the above referenced project. As you will see, they have revised the site plan to add a parking area, thus increasing the available parking by 18 spaces to 113 total. This is a ratio of 3.81 per 1000 sf(more than the 3.75 required by condition #4). In addition, the revised plan increases the area between the disturbed construction area and the wetland on the property located to the north. They are also requesting a reconsideration of mitigation condition #5, which requires a covenant regarding future parking.needs. I discussed this with the proponent at some length. They are concerned that it will limit their ability to sell the building in the future. They would like the condition removed. As instructed, I based the language of this condition on a previous project. That project situation, however, was quite different in that the project applicant was requesting a modification to allow parking below the minimum required. I also wonder if the need for additional parking would arise as a company grows, rather than when a tenant initially occupies the building. This situation would be virtually impossible for the City to track. Would an acceptable compromise be a condition worded as follows: "The building owner shall record lease agreements that assign specific numbers of parking stalls to individual tenants. Assigned parking spaces shall not exceed the number of spaces available on site, unless off site parking, that meets City of Renton code requirements, becomes available." "The entrance road and driveways shall be posted as not available for parking at any time."I have not discussed this suggested modification to the condition with the proponent. GZmem.rtfl 1mmm; re _ DEVELO'PMENT COMPANY, L.L.C. April•27,2000 ' Mr. Gregg A.Zimmerman Chairman—Environmental Review Committee' Renton City Hall-5th Floor 1055 South Grady Way . Renton,WA 98055 . Re: Recommended Mitigation Measures Monster,Road Office Building ' LUA00-026,SA- I,V,ECF ' Mr.Zimmerman: ' I have received a copy of the recommended mitigation measures for our project located off Monster , Road in Renton., I fully,understand and agree with your concerns and recommendations regarding erosion - - 'control installation,'inspections,and maintenance(item#'s 1,2,&3). However,I would like to further . discuss the parking requirements and the suggested placement of covenants and restrictions on our project (items#4 and#5). ' _ As I am sure the committee is aware,based on the type of building that we are constructing(office ' ' space),we are required to provide a minimum of 3.0 stalls per 1,000 square feet of useable office space and • a maximum of 4.5 stalls per 1,000 square feet of useable office space. The total amount of useable office space for our office building is 29,600 square feet. Using this number,the minimum number of stalls that . we would be allowed to provide is,.90,with the maximum number being 135. - The plan that we submitted has a total of 95 parking stalls. This calculates out to be 3.21 stalls per ' 1000 square feet of useable space. We have come up with an alternative plan that would gain us an • additional 18 parking stalls. This works out to be approximately 3.81 stalls per 1,000 square feet of useable , space and puts us in compliance with item#4 of the recommended mitigation measures. I have attached a sketch(Exhibit"A")which outlines the alternative.plan. . The occupant or employee count that was furnished by the architect was arbitrarily chosen and erroneous in nature. The office is designed as class"A"office space and is speculative and remains , unleased at this time. It is most likely that the employee count will more closely match the count of other similar office'buildings. This would be closer to 3.0 persons per 1,000 square feet of useable office space. - . Based on the alternative plan that would,provide for 113 parkirig stalls,I am requesting . reconsideration and removal of the covenants as described in item#5:of the letter outlining the - recommended mitigation measures. I thank you for your time and consideration regarding these issues. We look forward to working - with the.City of Renton to successfully complete this high quality project. If you have any further , questions or concerns,please don't hesitate to contact me directly at(206)396-7306. Sincerely, .. , , .7/11 ' Al r�. . ' Todd R Christopherson , ' (205)575-8436 Senior Project,Manager 16400 SOUTH CENTER-PARKWAY,SUITE 502 Ashton Development Company,L.L.C. SEATTLE,WA 98188' • - , • 5 I - • e ' 1 l l . . - ' i • - ; - . 40 SO ‘..\\...\\ ,..N.:::::: ,,.- ..,...... .s.' .::: : ..... —.. I. —:: i,----":"::: ..----'...iss•-•.":%%- •1 '.. r_.........A_______________________ ..._ ...... ....,......... ... . •..___.-• _ ‘ ‘ • ..s.s. N `,...% .\...... • -....: ...---- - \\ , -..... \ \ ---. \ \\\ • • • •••. ' . ••ss•s\ . , \•„:•-•cs.\\ N.\ .s. 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Roo( 1 • Tog.r .. , . . Om ..• •••• ..,, VILA.Of P AD / mt (11.) I TI"tl \ ................ 4144 .4. •• .'.''.7.4'. ... ... 1 .... .....:i i ...... VRED AR/C .re a. ,.. ,.. ...,.....-......._..._•_..... 4..._... e...._ '. ..'--.-...... . .. . ....... •-414".... .•• •.-•'..-;..4.- 4-4.-.-.-4 ..--:. ;17 7....4-'" .. ..• — 7)-( 4. ...... ... ...•,' .'. • . • ,.... 1-.• ...... ..... ....... ••." • ....•. . .. . 4 ..... .....•44m...... . 4..— .-.._ ...4. 4 liteitift- • ---te' •--- ---- .._ .- ..._ -... .....- _... -. --••••••--- .... ( . -• --..... -... . _ -. _ ...._.. ...... ...... ...... a.... .. • ..."..tr-1-.. - . -7-.,--.1 re el!' - • , SCALE it(--• 2F a-0" • • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: April 28,2000 TO: Elizabeth Higgins FROM: Gregg Zimmerman SUBJECT: Monster Road Office Building Elizabeth,based on our Friday conversation,I would support bringing this project before ERC for reconsideration,either on May 2 or at a later date. Thanks. cc: Document2\cor d► .. • CITY )F RENTON F:y Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 27, 2000 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia,WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC)on April 25, 2000: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED Monster Road Office Building Project No. LUA-00-026,SA-H,V,ECF The applicant has requested a Environmental Review and Site Plan Review and approval that would allow construction of a 45,000 gross square foot office building consisting of 3-st8gies over a one-story, on-grade parking garage. Construction would be on the south portion of an approximately 8-acre parcel. Wetlands, steep slopes (in excess of 40 percent), and areas previously mined for coal may be present. A variance has been requested to allow clearing of slopes 40 percent or greater. The City of Renton Hearing Examiner and Environmental Review Committee will review this proposal. Location: 1201 Monster Road SW. Appeals of the environmental determination must be filed in writing on or before 5:00 PM, May 15, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are gove Ined by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. If you have questions, please call me at(425)430-7382. For the Environmental Review Committee, Elizabeth Higgins,AICP Principal Planner cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe(Ordinance) US Army Corp. of Engineers agencylfr\ 1055 South Grady Way-Renton,Washington 98055 . . . y CITY _IF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 27, 2000 Mr.Arthur Chang Freiheit& Ho Architects, Inc. P.S. 10940 NE 33rd Place, Suite 202 Bellevue, WA 98004 SUBJECT: Monster Road Office Building Project No. LUA-00-026,SA-H,V,ECF Dear Mr. Chang: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC, on April 25, 2000, issued I threshold Determination of Non-Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM, May 15, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing xaminer, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are g iverned by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in tie Council Chambers on the seventh floor of City Hall, on May 23, 2000 at 9:00 AM to consider the proposed Site Plan and Variance. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. , If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at(425)430-7382. For the Environmental Review Committee, Elizabeth Higgins,AICP Principal Planner cc: K&M Holdings IV, LLC/Owners Enclosure dnsmltr 1055 South Grady Way-Renton, Washington 98055 • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-026,SA-H,V,ECF APPLICANT: Freiheit& Ho Architects (Arthur Chang) PROJECT NAME: MONSTER ROAD OFFICE BUILDING DESCRIPTION OF PROPOSAL:The applicant has submitted an application for a development proposal that would result in construction of a new office building on a currently vacant site located on the 1200 block of Monster Road SW in the City of Renton. The project would have three stories of office space over on-grade parking. Additional, uncovered, parking would be provided. The building would have 44,519 gross square feet of space. The project site is 370,557.76 square feet(approximately 8 acres). The project will require environmental review for compliance with State Environmental Policy Act regulations. A variance from the Land Clearing and Tree Cutting Ordinance has been requested by the applicant so that slopes greater than forty percent(40%)can be cleared of vegetation and graded. This variance request and the Site Plan Review will be heard by the City of Renton Hearing Examiner LOCATION OF PROPOSAL: 1201 Monster Road SW MITIGATION MEASURES: 1. The following erosion control measures will be required during and following construction: a. The applicant shall install and maintain erosion control measures for unpaved road, parking, and disturbed areas prior to the commencement and throughout the duration of construction. b. Erosion control shall include, but not be limited to, silt fencing professionally installed and inspected, maintained, and repaired on a weekly basis. In addition to other disturbed areas, silt fencing shall be installed the entire length of the railroad tracks downslope from disturbed or construction areas. c. Disturbed areas shall be hydroseeded within thirty(30) days following construction, or within seven (7)days of the conclusion of the construction season as designated herein. d. The applicant shall limit site disturbance including clearing, grading, and utility construction activities so they do not occur between November 1 and March 31. e. The Engineer of Record shall observe installation of all erosion and sedimentation control measures at the site. The Engineer of Record shall make weekly visits to the site to verify performance of the erosion and sedimentation control measures. Weekly reports on the status and condition of the erosion control plan with any recommendations of changes or revision to either maintenance schedules or installation shall be submitted by the project Engineer of Record to the City of Renton Public Works Inspector for the duration of construction. • Monster Road Office Building LUA-00-026,SA-H,V,EC F Mitigation Measures (continued) Page 2 of 2 f. The applicant shall identify the project clearing limits on the project drawings prior to the issuance of the construction permit and in the field prior to initiating site work. These limits shall be observed during site development and building construction. 2. The applicant shall follow the recommendations of the Geotechnical Engineering Study Proposed Monster Road Office Building Lower Monster Road, Renton, Washington (E-8971), Earth Consultants, Inc., dated January 10,2000, and Letter to Ashton Development Co., LLC from Earth Consultants, Inc., dated April 12, 2000,with regard to any site disturbance, preparation, development, o� construction activities. 3. Soil on site shall be kept moist, as necessary, during the period of the project implementation to reduce airborne dust. 4. The applicant shall provide parking spaces, on site, for vehicles at a ratio of 3.75 parking spaces for every 1000 square feet of useable building area. 5. The applicant shall prepare a restrictive covenant and submit it for approval by the City of Renton, that includes the following: • A provision that requires the submittal of a detailed parking analysis to be reviewed and approved by the City of Renton when application is made for any change in use, tenant improvement, building permit, or business license for a new occupant for the subject property. • Language that discloses that future uses on the property may require additional land use review(State Environmental Policy Act environmental review,for example), and that the use may not be allowed unless it can be demonstrated that on-site parking is sufficient for the proposed use. After the review and approval of the parking covenant by the City of Renton Attorney and the Property Services Division, the applicant shall submit a copy of the recorded document to the project manager prior to the issuance of a certificate of occupancy for the building. 6. The applicant shall be required to pay the applicable Transportation Mitigation Fee based on a rate of $75,per each new average weekday trip attributable to the project prior to obtaining building and construction permits. 7. The applicant shall be required to pay the applicable Fire Mitigation Fee based on.a rate of$0.52 per square foot prior to obtaining building and construction permits. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-026,SA-H,V,ECF APPLICANT: Freiheit& Ho Architects (Arthur Chang) PROJECT NAME: MONSTER ROAD OFFICE BUILDING DESCRIPTION OF PROPOSAL: The applicant has submitted an application for a development proposal that would result in construction of a new office building on a currently vacant site located on the 1200 block of Monster Road SW in the City of Renton. The project would have three stories of office space over on-grade parking. Additional, uncovered, parking would be provided. The building would have 44,519 gross square feet of space. The project site is 370,557.76 square feet(approximately 8 acres). The project will require environmental review for compliance with State Environmental Policy Act regulations. A variance from the Land Clearing and Tree Cutting Ordinance has been requested by the applicant so that slopes greater than forty percent(40%)can be cleared of vegetation and graded. This variance request and the Site Plan Review will be heard by the City of Renton Hearing Examiner LOCATION OF PROPOSAL: 1201 Monster Road SW Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Construction Services 1. Follow recommendation of the geotechnical report ("Geotechnical Engineering Study," Earth Consultants, Inc., dated January 10, 2000)and provide monitoring by geotechnical engineer. 2. Site retaining walls may require building permit, depending on their height. Parks 1. If existing bike lane is in place at this location, it is to be maintained and tied into. Surface water 1. Drainage system to be designed in accordance with 1990 King County Surface Water Design Manual, as adopted by the City of Renton. 2. Biofiltration will be required (more than 5,000 sf of new impervious surface subject to vehicular use is proposed to be constructed on the site). 3. This site was included in the overall drainage system of the larger property and the on-site system. can drain to the existing pond with only the biofiltration/erosion control needs addressed for the site. 4. The applicant will be required to pay surface water(SDC)fees of$0.129 per square foot of new impervious surface installed on the site by the project. Wastewater 1. The project will require an extension to existing sewer main to serve the site. 2. New side sewer connection to the proposed building will be required with permit costs at$80 per connection. 3. Wastewater(SDC)fees of$0.078 per square foot of gross site area will be required. Domestic Water 1. New water main, fire hydrants, and DDCV assembly(fire sprinkler system)will be required and must meet fire flow and current fire codes/regulations. Monster Road Office Building LUA-00-026,SA-H,V,ECF Advisory Notes(continued) Page 2 of 2 2. Any new water mains, fire hydrants, DDCV vault and water meters located on private property will be required to be in easements held by the City of Renton. 3. Water(SDC)fees of$0.113 per square foot of gross site area will be required. Transportation 1. The site will require curb, gutter, sidewalk, driveway, street paving, and streetlights and must meet current city codes/standards. 2. Traffic mitigation fees of$75 per daily trip in/out of the site will be required. The estimates{number of trips, based on the proposed use of"general office" in the ITE manual 6th ed (page 1052) is 718.8. daily trips. Therefore, the fee has been estimated at$53,910.00. 3. If more than 100 people are employed at the site, requirements of the Washington State Commute Trip Reduction Act must be met. Fire Prevention 1. Fire Mitigation fees of$0.52 per square foot of building area will be required. 2. The preliminary fire flow is 1,750 gpm, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 3. Separate plans and permit are required for the installation of the fire sprinkler, standpipe a d fire alarm systems. r 4. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 feet in width with a turning radius of 45 feet inside and 25 feet outside. 5. Fire Department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 6. Provide a list of the flammable, combustible liquids and any hazardous chemicals to be used or stored on site. Planning 1. The project site is located in the Industrial—Medium (IM)Zone. Office uses are allowed in the IM Zone, if the site is within the Employment Area—Valley Special District,which is the case with this proposal. 2. The Comprehensive Plan designation is Employment Area—Valley. 3. All portions of the site not covered by buildings, structures, required parking, access, circulation, or service areas are to be maintained as permeable areas and improved with native, drought-resistant vegetative cover. Adequate means of irrigation must be provided. 4. The 15'setback along Monster Road SW must be landscaped. 5. All parking must be on site. The parking ratio for office use is between 3.0 and 4.5 spaces for every 1,000 sf of office space. For an building with 29,600 square feet of useable office space, the range of parking is between 89 (minimum)and 134 (maximum)spaces. 6. The parking ratios required to meet Americans with Disabilities Act standards are 4 barrier free spaces for every 76 and 100 spaces and 5 for 101 to 150 spaces. 7. The site is in an area of the city determined to be potentially sensitive to land sliding, seismic activity, previous coal mines, steep slopes, and wetlands. 8. Exterior lighting must not be directed off-site. 9. Any construction, such as buttressing of the railroad tracks, that may directly impact Burlington Northern property, must first be approved by Burlington Northern Railroad. 73, CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-00-026,SA-H,V,ECF APPLICANT: Freiheit& Ho Architects (Arthur Chang) PROJECT NAME: MONSTER ROAD OFFICE BUILDING DESCRIPTION OF PROPOSAL: The applicant has submitted an application for a development proposal that would result in construction of a new office building on a currently vacant site located on the 1200 block of Monster Road SW in the City of Renton. The project would have three stories of office space over on-grade parking. Additional, uncovered, parking would be provided. The building would have 44,519 gross square feet of space. The project site is 370,557.76 square feet(approximately 8 acres). The project will require environmental review for compliance with State Environmental Policy Act regulations. A variance from the Land Clearing and Tree Cutting Ordinance hasIbeen requested by the applicant so that slopes greater than forty percent(40%) can be cleared of vegetation and graded. This variance request and the Site Plan Review will be heard by the City of Renton Hearing Examiner LOCATION OF PROPOSAL: 1201 Monster Road SW LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM, May 15, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. PUBLICATION DATE: May 1,2000 DATE OF DECISION: April 25, 2000 SIGNATURES: ,re /06 Gregg Zi rman, r`rfin" sf trato��"�/g 1 DAB E Departm n of P ing/Building/Public Works f oqe f7 G 0 Jim Shepherd, dmirrfstrator DA 1E Community Serv. es Lee er, Fididu.......f DATE Renton ire Department dnsmsignature , CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-026,SA-H,V,ECF APPLICANT: Freiheit& Ho Architects (Arthur Chang) PROJECT NAME: MONSTER ROAD OFFICE BUILDING DESCRIPTION OF PROPOSAL:The applicant has submitted an application for a development proposal that would result in construction of a new office building on a currently vacant site located on the 1200 block of Monster Road SW in the City of Renton. The project would have three stories of office space over on-grade parking. Additional, uncovered, parking would be provided. The building would have 44,519 gross square feet of space. The project site is 370,557.76 square feet(approximately 8 acres). The project will require environmental review for compliance with State Environmental Policy Act regulations. A variance from the Land Clearing and Tree Cutting Ordinance has been requested by the applicant so that slopes greater than forty percent(40%)can be cleared of vegetation and graded. This variance request and the Site Plan Review will be heard by the City of Renton Hearing Examiner LOCATION OF PROPOSAL: 1201 Monster Road SW MITIGATION MEASURES: 1. The following erosion control measures will be required during and following construction: a. The applicant shall install and maintain erosion control measures for unpaved road, parking, and disturbed areas prior to the commencement and throughout the duration of construction. b. Erosion control shall include, but not be limited to, silt fencing professionally installed and inspected, maintained, and repaired on a weekly basis. In addition to other disturbed areas, silt fencing shall be installed the entire length of the railroad tracks downslope from disturbed or construction areas. c. Disturbed areas shall be hydroseeded within thirty(30)days following construction, or within seven (7)days of the conclusion of the construction season as designated herein. d. The applicant shall limit site disturbance including clearing, grading, and utility construction activities so they do not occur between November 1 and March 31. e. The Engineer of Record shall observe installation of all erosion and sedimentation control measures at the site. The Engineer of Record shall make weekly visits to the site to verify performance of the erosion and sedimentation control measures. Weekly reports on the status and condition of the erosion control plan with any recommendations of changes or revision to either maintenance schedules or installation shall be submitted by the project Engineer of Record to the City of Renton Public Works Inspector for the duration of construction. } Monster Road Office Building LUA-00-026,SA-H,V,ECF Mitigation Measures (continued) Page 2 of 2 f. The applicant shall identify the project clearing limits on the project drawings prior to the issuance of the construction permit and in the field prior to initiating site work. These limits shall be observed during site development and building construction. 2. The applicant shall follow the recommendations of the Geotechnical Engineering Study Proposed Monster Road Office Building Lower Monster Road, Renton,Washington (E-8971), Earth Consultants, Inc., dated January 10, 2000, and Letter to Ashton Development Co., LLC from Earth Consultants, Inc., dated April 12, 2000,with regard to any site disturbance, preparation, development, or construction activities. 3. Soil on site shall be kept moist, as necessary, during the period of the project implementation to reduce airborne dust. 4. The applicant shall provide parking spaces, on site, for vehicles at a ratio of 3.75 parking spaces for every 1000 square feet of useable building area. 5. The applicant shall prepare a restrictive covenant and submit it for approval by the City of Renton, that includes the following: • A provision that requires the submittal of a detailed parking analysis to be reviewed and approved by the City of Renton when application is made for any change in use, tenant improvement, building permit, or business license for a new occupant for the subject property. • Language that discloses that future uses on the property may require additional land use review(State Environmental Policy Act environmental review,for example), and that the use may not be allowed unless it can be demonstrated that on-site parking is sufficient for the proposed use. After the review and approval of the parking covenant by the City of Renton Attorney and the Property Services Division,the applicant shall submit a copy of the recorded document to the project manager prior to the issuance of a certificate of occupancy for the building. 4. The applicant shall be required to pay the applicable Transportation Mitigation Fee based on a rate of $75 per each new average weekday trip attributable to the project prior to obtaining building and construction permits. 5. The applicant shall be required to pay the applicable Fire Mitigation Fee based on a rate of$0.52 per square foot prior to obtaining building and construction permits. e CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-026,SA-H,V,ECF APPLICANT: Freiheit& Ho Architects (Arthur Chang) PROJECT NAME: MONSTER ROAD OFFICE BUILDING DESCRIPTION OF PROPOSAL: The applicant has submitted an application for a development proposal that would result in construction of a new office building on a currently vacant site located on the 1200 block of Monster Road SW in the City of Renton. The project would have three stories of office space over on-grade.parking. Additional, uncovered, parking would be provided. The building would have 44,519 gross square feet of space. The project site is 370,557.76 square feet(approximately 8 acres). The project will require environmental review for compliance with State Environmental)Policy Act regulations. A variance from the Land Clearing and Tree Cutting Ordinance has been requested by the applicant so that slopes greater than forty percent(40%) can be cleared of vegetation and graded. This variance request and the Site Plan Review will be heard by the City of Renton Hearing Examiner LOCATION OF PROPOSAL: 1201 Monster Road SW Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Construction Services 1. Follow recommendation of the geotechnical report("Geotechnical Engineering Study," Earth Consultants, Inc., dated January 10, 2000)and provide monitoring by geotechnical engineer. 2. Site retaining walls may require building permit, depending on their height. Parks 1. If existing bike lane is in place at this location, it is to be maintained and tied into. Surface water 1. Drainage system to be designed in accordance with 1990 King County Surface Water Design Manual, as adopted by the City of Renton. 2. Biofiltration will be required (more than 5,000 sf of new impervious surface subject to vehicular use is proposed to be constructed on the site). 3. This site was included in the overall drainage system of the larger property and the on-site system can drain to the existing pond_with only the biofiltration/erosion control needs addressed for the site. 4. The applicant will be required to pay surface water(SDC)fees of$0.129 per square foot of new impervious surface installed on the site by the project. Wastewater 1. The project will require an extension to existing sewer main to serve the site. 2. New side sewer connection to the proposed building will be required with permit costs at$80 per connection. 3. Wastewater(SDC)fees of$0.078 per square foot of gross site area will be required. Domestic Water 1. New water main, fire hydrants, and DDCV assembly(fire sprinkler system)will be required and must meet fire flow and current fire codes/regulations. -,0 Monster Road Office Building LUA-00-026,SA-H,V,ECF Advisory Notes(continued) Page 2 of 2 2. Any new water mains,fire hydrants, DDCV vault and water meters located on private property will be required to be in easements held by the City of Renton. 3. Water(SDC)fees of$0.113 per square foot of gross site area will be required. Transportation 1. The site will require curb, gutter, sidewalk, driveway, street paving, and streetlights and must meet current city codes/standards. 2. Traffic mitigation fees of$75 per daily trip in/out of the site will be required. The estimated number of trips, based on the proposed use of"general office" in the ITE manual 6th ed (page 1052) 's 718.8 daily trips. Therefore, the fee has been estimated at$53,910.00. 3. If more than 100 people are employed at the site, requirements of the Washington State Commute Trip Reduction Act must be met. Fire Prevention 1. Fire Mitigation fees of$0.52 per square foot of building area will be required. 2. The preliminary fire flow is 1,750 gpm, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 3. Separate plans and permit are required for the installation of the fire sprinkler, standpipe and fire alarm systems. 4. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 feet in width with a turning radius of 45 feet inside and 25 feet outside. 5. Fire Department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 6. Provide a list of the flammable, combustible liquids and any hazardous chemicals to be used or stored on site. Planning 1. The project site is located in the Industrial—Medium (IM)Zone. Office uses are allowed in the IM Zone, if the site is within the Employment Area—Valley Special District, which is the case with this proposal. 2. The Comprehensive Plan designation is Employment Area—Valley. 3. All portions of the site not covered by buildings, structures, required parking, access, circulation, or service areas are to be maintained as permeable areas and improved with native, drought-resistant vegetative cover. Adequate means of irrigation must be provided. 4. The 15'setback along Monster Road SW must be landscaped. 5. All parking must be on site.The parking ratio for office use is between 3.0 and 4.5 spaces for every 1,000 sf of office space. For an building with 29,600 square feet of useable office space, the range of parking is between 89 (minimum)and 134 (maximum)spaces. 6. The parking ratios required to meet Americans with Disabilities Act standards are 4 barrier free spaces for every 76 and 100 spaces and 5 for 101 to 150 spaces. 7. The site is in an area of the city determined to be potentially sensitive to land sliding, seismic activity, previous coal mines, steep slopes, and wetlands. 8. Exterior lighting must not be directed off-site. 9. Any construction, such as buttressing of the railroad tracks, that may directly impact Burlington Northern property, must first be approved by Burlington Northern Railroad. 4 I NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance-Mitigated for the following project under the authority of the Renton Municipal Code. MONSTER ROAD OFFICE BUILDING LUA-00-026,SA-H,V,ECF Environmental review for construction of a new office building. Location: 1201 Monster Road SW. Appeals of the environmental determination must be filed in writing on or before 5:00 PM, May 15, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, May 23, 2000 at 9:00 AM to consider the proposed rite plan and variance. Confirm hearing date by calling 425-430-7282. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend. Publication Date: May 01, 2000 Account No. 51067 dnsmpub.dot . , h. .... • • (io J\itri-, .-1 . ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION MONSTER ROAD OFFICE BUILDING LUA-00-026,SA-H,V,ECF The applicant has requested a Environmental Review and Site Plan Review and approval that would allow construction of a 45,000 gross square fool office building consisting of 3-stories over a one-story,on-grade parking garage.Construction would be on the south portion of an approximately 8-acre parcel.Wetlands,sleep slopes(in excess of 40 percent),and areas previously mined for coal may be present.A variance has been requested to allow clearing of slopes 40 percent or greater.The City of Renton Hearing Examiner and Environmental Review Committee will review this proposal.Location:1201 Monster Road SW. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. , Appeals of the environmental determination must be flied In writing on or before 5:00 PM,May 15,2000,Appeals must be filed in writing together with the required$75.00 application lee with:Hearing Examiner,City of Renton, 1055 South Grady Way,Renton,WA 98055.Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-0.11B- Additional Information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)-430.6510- A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting In the Council Chambers on the 7th floor of City Hall,1055 south grady way,Renton,Washington,on MAY 23.2000 at 9:00 AM to consider the proposed Site Plan and Variance.If the Environmental Determination Is appealed,the appeal will be heard as part of this public hearing. ---imii„,‘ IL-4W ,l' .0"Sr" ‘ , '7'1*!.'''1,,Lik. _. : ,,,..„...., ... ft...egi',!. ertp,:i,i',..\\ ............_ ...vm.z. Olir's-;;EZT,-;:i., j .1 -.,M_� O0, 1 F 0 fl T N E i 1, �xwe "I 1 i iA„t..` .4° 11..., E.`lam • ,� �`� : =)."" ' 774", - *14 ; -- � o: moot �;. YtTd.'3illat . ...tS, wi.:P n.hr o.•,� , ,,.e \\ , e„ tin FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT I SERVICES DIVISION AT(425)430-7200- DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper file identification. CERTIFICATION I, A r)1 r'u- .I 6 Ba K„J , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on .Ap ri/ Z 0 2,00 0 • Signed: C ,ZZ, ATTEST: Subcribed and sworn before me, a Nortary Public, in and for the State of 1 Washington residing in 0- -n, , on the �-� 1"Y. day of 1��,1 `2.0(94 • l'I'^'N'''''0".A7Ari7P".JB' ; MAHEFFLIC e--74-0---4sz?r ,j. , STATE OF WASH1NGITON COMMI ,O'4 EXPIRES MILYN KAMCHEFF .. 'M�Siz�v ,20031 . MY APPOINTMENT EXPIRES:6-29-03 . . , STAFF City of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE ) A. BACKGROUND ERC MEETING DATE: April 25, 2000 Project Name: Monster Road Office Building Applicant: Arthur Chang 10940 NE 33`d PI Freiheit& Ho Architects Bellevue WA 98004 Owner: K& M Holdings IV, L..L.C. 16400 Southcenter Parkway, Suite 502 Seattle WA 98188 File Number: LUA-00-026,SA-H,V,ECF Reviewing Planner: Elizabeth Higgins Project Summary: The applicant has submitted an application for a development proposal that would result in construction of a new office building on a currently vacant site located on the 1200 block of Monster Road SW in the City of Renton. The project would have three stories of office space over on-grade parking. Additional, uncovered, parking would be provided. The building wou d have 44,519 gross square feet of space. The project site is 370,557.76 square feet (approximately 8 acres). The project will require environmental review for compliance with State, Environmental Policy Act regulations. A variance from the Land Clearing and Tree Cutting Ordinance has been requested by the applicant so that slopes greater than forty percent (40%) can be cleared of vegetation and graded. This variance request and the Site Plan Review will be heard by the City of Renton Hearing Examiner. Project Location: 1201 Monster Road SW, Renton Building Area: 44,519 square feet Site Area: 370,557.76 square feet(approximately 8 acres). RECOMMENDATION: Staff Recommend that the Environmental Review Committee issue a Determination of Non-Significance-Mitigated(DNS-M) ercrpt City of Renton P/B/PW Department Envi ental Review Committee Staff Report Monster Road Office Building LUA-00-026,SA-H, V,ECF REPORT OF APRIL 25,2000 Page2 of 8 B. PROJECT DESCRIPTION Freiheit & Ho Architects, representing K & M Holdings IV, L.L.C., have submitted an application requesting Site Plan Approval for a new office building on a currently vacant site located at 1201 Monster Road SW (also known as "Lower Monster Road") in the City of Renton. Environmental review and Hearing Examiner approval of a Variance request and the Site Plan Review will also be required. The site has both steep slopes and wetlands, but only a portion of the steeply sloped area will require grading for building construction. Surface water will be collected and discharged into the wetland buffer, but not alteration of the wetland or wetland buffer has been proposed by the applicant. Historically, the area in the vicinity of the property was mined for coal, therefore a geotechnical analysis has been submitted by the applicant. No evidence of mining has been discovered in the geotechnical investigation. The site is bounded by undeveloped land to the north and south. The King County Wastewater Treatment Facility borders the property to the east. Burlington Northern Railroad tracks border the property to the west and the Green River lies beyond the railroad right-of-way. The mean high water mark of the river is more than 200 feet from the property line so no shoreline permitting would be required. The project site is 370,557.76 square feet (approximately 8 acres). Approximately 57 maple trees, from 12 to 18 inches in diameter, will be removed at the building site. Landscaping has been proposed in all disturbed and pervious areas of the building site. The project would be accessed via a new entry driveway from Monster Road SW. Frontage improvements on Monster Road would include a 6.5 concrete curb and sidewalk and a 5 foot wide bike lane in the street right-of-way. The building footprint would be 11, 078 square feet (three percent of the total site area). The total site coverage, including parking and entry driveway, would be approximately 50,137 square feet, or 13.5 percent impervious site cover. The project would have three stories of office space over on-grade covered parking for 27 vehicles. Additional, uncovered, parking for 68 vehicles, including four barrier free spaces, would be provided abutting or in the near vicinity of the building. The total number of spaces provided would be 95. The building would have 44,519 gross square feet of space. Of this, 29,600 square feet would be useable office space. According to the architect, approximately 100 employees may work at this location. The building height would be 58 feet, with a mechanical screen extending an additional 6 feet above the roof deck. The applicant has estimated the amount of excavation at 15,837 cubic yards and the amount of fill at 4,879 cubic yards. The project will require environmental review for compliance with State Environmental Policy Act regulations. A variance from the Land Clearing and Tree Cutting Ordinance has been requested by the applicant so that slopes greater than forty percent (40%) can be cleared of vegetation and graded. This variance request will be heard by the City of Renton Hearing Examiner at the time of the Site Plan Review. C. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommend that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. X Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal Period. ercrpt City of RentonP/B/PWDepartment ; Envi! mtal Review Committee StaffR eport , Monster Road'Office Building LUA-00-026,SA-H, V,ECF REPORT OFAPRIL 25,2000 Page3 of 8 D. MITIGATION MEASURES: The City of Renton Development Services Division proposes the following mitigation measures: 1. The following erosion control measures will be required during and following construction: a. The applicant shall install and maintain erosion control measures for unpaved road, parking, and disturbed areas prior to the commencement and throughout the duration of construction. b. Erosion control shall include, but not be limited to, silt fencing professionally installed and inspected, maintained, and repaired on a weekly basis. In addition to other disturbed areas, silt fencing shall be installed the entire length of the railroad tracks downslope from disturbed or construction areas. c. Disturbed areas shall be hydroseeded within thirty(30)days following construction, or within seven (7)days of the conclusion of the construction season as designated herein. d. The applicant shall limit site disturbance including clearing, grading, and utility construction activities so they do not occur between November 1 and March 31. e. The Engineer of Record shall observe installation of all erosion and sedimentation control measures at the site. The Engineer of Record shall make weekly visits to the site to verify performance of the erosion and sedimentation control measures. Weekly reports on the status and condition of the erosion control plan with any recommendations of changes or revision to either maintenance schedules or installation shall be submitted by the project Engineer of Record to the City of Renton Public Works Inspector for the duration of construction. f. The applicant shall identify the project clearing limits on the project drawings prior to the issuarltce of the construction permit and in the field prior to initiating site work. These limits shall be observed during site development and building construction. 2. The applicant shall follow the recommendations of the Geotechnical Engineering Study Proposed Monster Road Office Building Lower Monster Road, Renton,Washington (E-8971), Earth Consultants, Inc., dated January 10, 2000, and Letter to Ashton Development Co., LLC from Earth Consultants, Inc., dated April 12, 2000, with regard to any site disturbance, preparation, development, or construction activities. 3. Soil on site shall be kept moist, as necessary, during the period of the project implementation to reduce airborne dust. 4. The applicant shall provide parking spaces, on site,for vehicles at a ratio of 3.75 parking spaces for every 1000 square feet of useable building area. 5. The applicant shall prepare a restrictive covenant and submit it for approval by the City of Renton, that includes the following: • A provision that requires the submittal of a detailed parking analysis to be reviewed and approved by the City of Renton when application is made for any change in use, tenant improvement, building permit, or business license for a new occupant for the subject property. • Language that discloses that future uses on the property may require additional land use review(State Environmental Policy Act environmental review,for example), and that the use may not be allowed unless it can be demonstrated that on-site parking is sufficient for the proposed use. After the review and approval of the parking covenant by the City of Renton Attorney and the Property Services Division, the applicant shall submit a copy of the recorded document to the project manager prior to the issuance of a certificate of occupancy for the building. 6. The applicant shall be required to pay the applicable Transportation Mitigation Fee based on a rate of$75 per each new average weekday trip attributable to the project prior to obtaining building and construction permits. ercrpt City of Renton P/B/PW Department i Envii ental Review Committee Staff Report Monster Road Office Building LUA-00-026,SA-H, V,ECF REPORT OFAPRIL 25,2000 Page4 of 8 7. The applicant shall be required to pay the applicable Fire Mitigation Fee based on a rate of$0.52 per square foot prior to obtaining building and construction permits. E. ADVISORY NOTES Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Construction Services 1. Follow recommendation of the geotechnical report("Geotechnical Engineering Study," Earth Consultants, Inc., dated January 10, 2000)and provide monitoring by geotechnical engineer. 2. Site retaining walls may require building permit, depending on their height. Parks 1. If existing bike lane is in place at this location, it is to be maintained and tied into. Surface water 1. Drainage system to be designed in accordance with 1990 King County Surface Water Design ManJal, as adopted by the City of Renton. 2. Biofiltration will be required (more than 5,000 sf of new impervious surface subject to vehicular use is proposed to be constructed on the site). 3. This site was included in the overall drainage system of the larger property and the on-site system can drain to the existing pond with only the biofiltration/erosion control needs addressed for the site. 4. The applicant will be required to pay surface water(SDC)fees of$0.129 per square foot of new impervious surface installed on the site by the project. Wastewater 1. The project will require an extension to existing sewer main to serve the site. - 2. New side sewer connection to the proposed building will be required with permit costs at$80 per connection. 3. Wastewater(SDC)fees of$0.078 per square foot of gross site area will be required. Domestic Water 1. New water main,fire hydrants,and DDCV assembly(fire sprinkler system)will be required and must meet fire flow and current fire codes/regulations. 2. Any new water mains,fire hydrants, DDCV vault and water meters located on private property will be required to be in easements held by the City of Renton. 3. Water(SDC)fees of$0.113 per square foot of gross site area will be required. Transportation 1. The site will require curb, gutter, sidewalk, driveway, street paving, and streetlights and must meet current city codes/standards. 2. Traffic mitigation fees of$75 per daily trip in/out of the site will be required. The estimated number)of trips, based on the proposed use of"general office"in the ITE manual 6th ed (page 1052) is 718.8 daily trips. Therefore, the fee has been estimated at$53,910.00. 3. If more than 100 people are employed at the site, requirements of the Washington State Commute Trip Reduction Act must be met. ercrpt City of Renton P/B/PW Department Envii ?ntal Review Committee Staff Report Monster Road Office Building LUA-00-026,SA-H, T,ECF REPORT OF APRIL 25,2000 Page5 of 8 Fire Prevention 1. Fire Mitigation fees of$0.52 per square foot of building area will be required. 2. The preliminary fire flow is 1,750 gpm, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 3. Separate plans and permit are required for the installation of the fire sprinkler, standpipe and fire alarm systems. 4. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 feet in width with a turning radius of 45 feet inside and 25 feet outside. 5. Fire Department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 6. Provide a list of the flammable, combustible liquids and any hazardous chemicals to be used or stored on site. Planning 1. The project site is located in the Industrial—Medium (IM)Zone. Office uses are allowed in the IM Zone, if the site is within the Employment Area—Valley Special District, which is the case with this proposal. 2. The Comprehensive Plan designation is Employment Area—Valley. 3. All portions of the site not covered by buildings, structures, required parking, access, circulation, o i service areas are to be maintained as permeable areas and improved with native, drought-resistant vegetative cover. Adequate means of irrigation must be provided. 4. The 15'setback along Monster Road SW must be landscaped. 5. All parking must be on site. The parking ratio for office use is between 3.0 and 4.5 spaces for every 1,000 sf of office space. For an building with 29,600 square feet of useable office space, the range of parking is between 89 (minimum)and 134 (maximum)spaces. 6. The parking ratios required to meet Americans with Disabilities Act standards are 4 barrier free spaces for every 76 and 100 spaces and 5 for 101 to 150 spaces. 7. The site is in an area of the city determined to be potentially sensitive to land sliding, seismic activity, previous coal mines, steep slopes, and wetlands. 8. Exterior lighting must not be directed off-site. 9. Any construction, such as buttressing of the railroad tracks, that may directly impact Burlington Northern property, must first be approved by Burlington Northern Railroad. F. ENVIRONMENTAL IMPACTS 1. Earth Impacts:The proposed project building site is located on a portion of a larger parcel. The larger parcel has a wetland area and steep slopes. A portion of the proposed building site is relatively flat, but some grading of slopes greater than forty percent(40%)would be necessary to accommodate the proposal. For this reason, a variance has been requested to allow removal of vegetation from slopes of forty percent(40%)or greater prior to grading The applicant has proposed that excavations of from 16 to 25 feet below existing grades would be required to reach the subgrade elevations. In other locations, up to 18 feet of fill would be required to raise grades at the access road location. Some fill would come from elsewhere on site, although fill from off site may also be used. The applicant has estimated the amount of excavation at 15,837 cubic yards and the amount of fill at 4,879 cubic yards. The applicant proposes establishing finished grades of 1.5:1 (vertical:horizontal)as part of the project. Earth Consultant's Inc. has stated in a letter to the applicant(dated April 12, 2000)that their recommendations "were based on soil and rock conditions encountered at test pit locations, review of the previous rock core information, and the presence of other 1.5H:1 V and steeper slopes in the site vicinity. Based on review of the test pits and the previous rock cores, and the conditions that will be exposed in the cut will consist of residual soils (soils derived from weathering ercrpt City of Renton P/B/PW Department Envi, 'rntal Review Committee Staff Report • Monster Road Office Building LUA-00-026,SA-H, V,ECF REPORT OF APRIL 25,2000 Page6 of 8 of bedrock) overlying hard intact bedrock." Earth Consultants has indicated that these soils should be stable for the recommended inclination; and that surficial erosion be controlled using an erosion mat or jute netting over the slope, until permanent vegetation is established. Earth Consultants also acknowledged in the April 12, 2000 letter that the fine-grained soils underlying the site would be susceptible to erosion due to sheet flow. However, they believe that conventional erosion control measures employed during construction would mitigate this impact. City Code requires a temporary erosion and sedimentation control plan (TESCP). Earth Consultants recommends that the TESCP include the following: a) maintaining vegetation buffers around cleared areas where practicable; b)covering exposed soil stockpiles; c) hydroseeding or placing straw mulch in areas where grading is completed; d) diverting water away from top of slopes; e) using silt fences and straw bales around the site perimeter;f)coordinating clearing, excavation and erosion control to reduce exposed areas. Concern was expressed during review of the proposal regarding the railroad tracks located adjacent to,the subject site, along the southwest property boundary. Specifically, there is concern that failure of the slope above the tracks could occur as a result of project construction. Earth Consultants addressed this issue in their April 12 letter,1 commenting that the existing slope above the railroad right-of-way is an approximate 500 foot long, 40-foot high cut slope comprised of residual soils and unweathered bedrock. As part of the proposed development, the about 330 lineal feet of the slope on the east would be buttressed with a combination of a rockery and a reinforced soil embnkment. The consultants state that the development should not adversely impact the stability of the cut slope, and that development of the site should actually enhance the long-term stability of the slope by controlling surface water above the slope and directing it away form the slope. The area in the vicinity of the property may have been mined for coal in the past. For this reason, and because of the generally steep slopes on the site,the applicant submitted "Geotechnical Engineering Study," Earth Consultants, Inc., dated January 10, 2000. This report concludes that the project site is suitable for the project proposed Various suggestions and recommendations for building foundations were included in the report. These recommendations should be followed during design and construction. Mitigation Measures: 1. The following erosion control measures will be required during and following construction: a. Install and maintain temporary erosion control measures for unpaved road, parking, or disturbed areas. b. Minimize disturbance of existing vegetation. c. Place silt fencing along downslope areas uphill from the Green River for the duration of the project. d. Following construction, revegetate disturbed sloped areas. 2. The recommendations found in, "Geotechnical Engineering Study," Earth Consultants, Inc., dated January 10, 2000, shall be followed. Nexus: SEPA Environmental Regulations, City of Renton Grading, Excavation, and Mining Regulations 2. Air Impacts: During the project, dust and emissions from trucks and equipment are anticipated. Dirt on construction vehicle tires may be carried off site and thereby increase air pollution at local roads.Watering of unpaved areas or areas where vegetation has been disturbed may be necessary to reduce impacts of dust. Mitigation Measures: Soil on site shall be kept moist, as necessary, during construction to reduce airborne dust. Nexus: Environmental (SEPA) Ordinance ercrpt City of Renton P/B/PW Department EnviJ ?ntal Review Committee Staff Report • Monster Road Office Building LUA-00-026,SA-H, V,ECF REPORT OFAPRIL 25,2000 Page?of 8 3. Water Impacts:The project site is more than 200 feet beyond the ordinary high water mark of the Green River. Therefore, City of Renton Shoreline Regulations do not apply. However, concerns were expressed regarding storm water runoff and sedimentation/erosion that could affect the Green River. Pacific Engineering Design Inc. states in a letter dated April 12, 2000, that all site drainage will be routed to the existing wetland, and regional wetpond detention facility located at the west portion of the property. Drainage from the wetpond is metered out via pump to the downstream receiving system. Erosion and Sedimentation would be controlled by implementing measures in compliance with the King County Surface Water Design Manual. These measures include: establishing clearing limits; covering disturbed surfaces; installing silt fences to protect the site perimeter; stabilizing construction entrances; controlling dust; collecting surface water from disturbed areas of the site and routing it through a sediment pond; installing surface water controls to intercept all surface water from the disturbed areas, convey it to the sediment pond, settle and filter sediments and discharge it downstream. Following construction, the site would be permanently stabilized by installing paved and landscaped areas. An oil/water separator will be installed, and storm water will be further treated in the grass-lined swale upstream of the regional detention facility and wetland area. A wetland investigation, "Monster Road Site Wetland Delineation," by Shapiro and Associates, Inc., dated January 2000, was submitted by the applicant. This study indicates that no wetlands are present in the building foundation, site clearing, or site construction portions of the property. Mitigation Measures: No further mitigation deemed necessary. Nexus: N/A 4. Stormwater Impacts: Erosion control measures will be implemented to control stormwater run-off from the site, where staging for site construction and building would take place(see Earth section, above). The proposed project site is uphill from the Green River. Currently, stormwater sheet flows across the property toward the existing wetland. Some off site flow from an area north of the site crosses the property toward the regional detention facility. This off site flow will be intercepted by the project's conveyance system and directed to the discharge area in the wetland buffer. The project applicant has proposed establishing a grass lined swale to treat most of the stormwater runoff from the project prior to release into the buffer of a 90,025 sf wetland/regional stormwater detention facility on the property. The remainder of the stormwater runoff will be conveyed to an existing system in Monster Road SW. Mitigation Measures: No additional mitigation is required. Nexus: N/A 5. Vegetation Impacts: A variance from the Land Clearing and Tree Cutting Ordinance has been requested in order to remove vegetation from slopes that may be greater than 40 percent(40%). In addition, a Tree Cutting/Land Clearing Plan has been submitted by the applicant. If the variance is approved, approximately 57 mature big-leaf maple trees (Acer macrophylum)will be removed from the project construction and grading area. Other vegetation found in this area, to be removed, includes Himalayan blackberry(rubus procerus), red alder(Alnus rubra), black cottonwood (Populus trichocarpa), Scot's broom (Cytisus scoparious), and swordfern (Polystichum munitum). Removed vegetation will be replaced by evergreen and deciduous trees and shrubs and evergreen groundcovers following construction. Mitigation Measures: No additional mitigation is required. ercrpt City of Renton P/B/PW Department Envii ntal Review Committee Staff Report • Monster Road Office Building • LUA-00-026,SA-H, V,ECF REPORT OFAPRIL 25,2000 Page8 of 8 Nexus: N/A 6. Transportation Impacts: The project site is located at the 1200 block of Monster Road SW. A Traffic Impact Analysis by Heath & Associates, Inc., dated March 2000, was submitted. The study analyzed road intersections located at Martin Luther King,Jr.Way and 68th Avenue South, Monster Road and Oakesdale Avenue, and Interurban Avenue and Southcenter Boulevard (scope requested by the City of Renton). Traffic counts at both am and pm peak hours were collected. This peak hour information, with geometric intersection data,were used to perform capacity computations 1nd develop Levels of Service (LOS). The study indicates that moderate to long delays presently exist for several of the intersection approaches and movements. A comparison of existing (without project) LOS with the pos -construction of project estimated LOS indicates that LOS for all approaches would remain the same when project traffic is added. The city of Renton will require that Traffic mitigation fees of$75 per daily trip in/out of the site be paid. The estimated number of trips, based on the proposed use of"general office" in the ITE manual 6th ed (page 1052) is 718.8 daily trips. Therefore, the fee has been estimated at$53,910.00. Mitigation Measures: The applicant shall be required to pay the applicable Transportation Mitigation Fee based on a rate of$75 per each new average weekday trip attributable to the project prior to obtaining building and construction permits. Policy Nexus: Transportation Mitigation Fee: Resolution 3100, Ordinance 4527; SEPA environmental regulations. 7. Police and Fire Departments Impacts: Fire mitigation fees are applicable. Based on the building size, as submitted, 44,519 sf, and he fee of$0.52 per square foot,the fire fee would be $$23,149.88, required upon issuance of building and construction permits. Mitigation Measures: The applicant shall be required to pay the applicable Fire Mitigation Fee based on a rate of $0.52 per sf. prior to obtaining building and construction permits. Policy Nexus: N/A G. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM, May 15,2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8.-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. ercrpt • • • • • RLVIBWY,RLMST.PER • t • �;7IiI��pj(i>��pG�-:,%.N■•6� yyy//t�"y}y_lkl�a��rVi � �' R�2_i, . .'"•- .r. .ite.'g.�rlj/7 �f. - `Ih `p]E'1pit1,_ _ — _�,`• __f`- \ _ -c_2 _ ORAPHIC_SCALE_----Zi .\ V1Z�F �/ it * ��,... ,,`'`.' \�E /��,�� J?��' �:' - - �� ghrtfil.i.Y• 'I� y�qpvv\� s P.• ' , .° , VerAget e,•� I. ..R,-;3 arnrwv wn wcu "i mR'n ZlI/:�Y c • a _ 2a-_•: ��. W. ar ,cR° i ., T E Ce A /lip , _ - - �4. 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JOX.ARLAY PErNrva.a.HHASS W 1 a' z8aX.Eec.EEPHG,TSCVt y Q2 D U I•I IIIIIIIII IIIIIIIII1 II hT� I) V sX®H®ARO sE _cowmRw, 2SQ.eTe_rtc . .Ass H, II I 1I I I , I o/ I Ic o� O 'I1 I II�Il:IL1 1J_L�L1-I,I_�_� vL`�,�-L '`:�. -_1. _I� _, _I .!- IIII I I11�1__ ._I1 _.I� \ • TA@IEl9AT TH6 RAfOr.M ACRE _ _ .. • • • � "N33' i I o:- : ;::=• :2;::: � I .'� 1 VI MCI TELECOMMUNICATIONS 1REC. N0. 9110290815 716.20• aA.RECRxO OSOSOy•.\W • • 11111.111111° I-I-I®I-I-I SHEET NO. 1 M ` roC BaK Cwr i. ��I�I�I�I-I-I-I RAILROAD TRACKS • L L b -1-I-I�I-I�I-ISI-I-I-I-I \`` �� _--_-' --___ -, • 11111111/211 ' • -�-1-I-I-I- --. __ • 2-2 • RARROAO TRACKS ! ameammuiminigionvimm�I�ISII�I�I I 1 ent by: Earth Consultants 425 746 0860; 04/12/00 11 :52; •wag._ 793;Page 2/5 f-- r r'_ 1 l f ' 4 ' ) Earth Consultants Inc. '} I., \l I1y it, C t.,,,. hri..0 i;(1 !Hems,(sASklg191s&1:11Vkcfru,rrnl:il Sclonitir. April 12, 2000 E-8971 Ashton Development Company, LLC 16400 Southcenter Parkway, Suite 502 Seattle, Washington 98188 Attention: Mr. Todd Christopherson Subject: Responses to City of Renton Comments Monster Road Office Building Monster Road Renton, Washington Reference: Earth Consultants, Inc. Geotechnical Engineering Study E-8971, dated January 10, 2000 City of Renton Environmental Review Committee Comments Dated April 6, 2000 Dear Mr. Christopherson: As requested, we are pleased to present this letter responding to the comments of the City of Renton.. We previously prepared the referenced geotechnical engineering study for this project. The comments of the City of Renton are presented below in italics, our responses follow: Slopes. The Environmental Review Committee (ERC) believes the cuts into the slope to the east of the building may be excessive and may result in unstable post- construction conditions. In our referenced study, we recommended grading the cut slope east of the building and parking area at a 1.5H:1 V permanent inclination. The 1.5H:1V slope will range from fourteen (14) feet high immediately north of the building to twenty five (25) feet high north of the parking area. 1805. 136th Place N.E.,Suite 201.Bellevue,Washington 9E005 Bellevue(425)643-3780 FAX(425)746.0860 Toll Free(888)739-6870 ant by: Earth Consultants 425 748 0860; 04/12/00 11 :52; JetFax #793;Page 3/5 Ashton Development Company, LLC E-8971 April 12, 2000 Page 2 Our recommendations were based on the soil and rock conditions encountered at our test pit locations, review of the previous rock core information, and the presence of other existing 1.5H:1 V and steeper slopes in the site vicinity. Based on review of the test pits and previous rock cores, the conditions that will be exposed in the cut will consist of residual soils (soil derived from weathering of bedrock) overlyi g hard, intact bedrock. These soils should be stable the recommended 1.5H:1 V inclination. The primary concern related to these slopes will be controlling surficial erosion and rifling until the permanent vegetation is established. Therefore, in our referenced study, we recommended placing an erosion mat such as Excelsior or jute netting over the slope to prevent erosion. Slopes with inclinations of 1 .5H:1 V have been used elsewhere in the site vicinity. Specifically, there is a five to twenty foot high 1 .5H:1 V cut slope on the south side of the recently completed warehouse building at 951 Monster Road Southwest. This slope was constructed within the past year and appears to be functioning as intended. There are also ten to thirty (30) foot high 1 H:1 V cut slopes adjacent to Monster Road Southwest, immediately northeast of the subject site. These slopes exceed the slopes recommended in our referenced study and appear to be stable. Erosion Control The ERC expressed grave concern that erosion during construction, or following project completion, could have a negative impact on the Green River. The property is located upslope and in the near proximity to the River. The discussion about erosion control in the geotechnical report by Earth Consultants, is too general and the issue is not addressed at all in the Preliminary Technical Information Report by Pacific Engineering Design. Please have your consultants provide specific recommendations regarding protection of the Green River during and following construction. The fine-grained soils underlying the site will be susceptible to erosion due to sheet flow. However, in our opinion, through use of conventional erosion control measures. the erosion and sedimentation potential during construction can be reduced to an insignificant environmental impact. The erosion control plan should include reducing concentrated surface runoff and protecting disturbed or exposed surfaces by mulching and revegetation. The temporary erosion and sediment control plan should include the following: Earth Canault,Ms, Inc. ant b Earth Consultants 425 746 0860 04/12/00 11 :53• y: letFax #793;Page 4/5 Ashton Development Company, LLC E-8971 April 12, 2000 Page 3 • Where practical, maintain vegetation buffers around cleared areas; • Covering exposed soil stockpiles; • Hydroseed or place straw mulch in areas where grading is completed; • Divert water away from top of slopes; • Use silt fences and straw bales around the site perimeter; and • Coordinating clearing, excavation and erosion control to reduce exposed areas. The erosion control measures should be inspected on a regular basis to verify they are functioning as intended. Protection of Railroad Tracks. There is also a concern that the slope above the ( railroad tracks may be compromised during or following construction. Please have your geotechnical engineer address this concern and provide recomntendaltions to ensure slope stability above the railroad right of way. The existing slope above the railroad right-of-way consists of an approximately five hundred (500) foot long, five to forty (40) foot high cut slope comprised of Iresidual soils and unweathered bedrock. The easternmost approximately three hundred (300) feet of the slope is inclined at a 1 H:1 V inclination and primarily consists of residual soils and weathered bedrock. The westernmost approximately two hundred (200) feet of the slope primarily consists of unweathered bedrock and is presently scut at a 1 H:1 V to 1 H:10V inclination. The westernmost portion of the slope has been covered with chain link fencing to control raveling of the exposed rock. As part of the development plan, the east approximately three hundred thirty (330) lineal feet of this slope will be buttressed with a combination of a rockery and a reinforced soil embankment. The rockery will be located at the east end of the slope and will range from two to six feet high. The reinforced soil embankment will be constructed against the central portion of the slope and will range from five to twenty-five (25) feet high. The west approximately two hundred (200) feet of the cut slope consists of unweathered bedrock and will not be modified as part of the proposed development. As such, the development should not adversely impact the stability of the cut slope. In addition, it has been our experience that the development of sites at the crest of steep slopes such as this should actually enhance the long-term stability of the slope by controlling surface water above the slope and directing it away from the slope. Earth Caneukma. Inc ant by: Earth Consultants 425 748 0880; 04/12/00 11 :53; letheac #793;Page 5/5 Ashton Development Company, LLC E-8971 April 12, 2000 Page 4 We trust this information meets your needs. If you have any questions, please call. Respectfully submitted, EARTH CONSULTANTS, INC. Scott D. Dinkelman, RPG Project Manager Robert S. Levinson, P.E. Principal SOOIRSLiblem cc: Pacific Engineering Design, Inc. Attention: Mr. Maher Abed, P.E. Earth Can.wlc.nts. Ina. PACIFIC ENGINEERING DESIGN INC. CIVIL ENGINEERING AND PLANNING CONSUligg.15.vFmEN,1,PLANNING CITY OF RENTON April 12, 2000 APR 13 2000 Ms. Elizabeth Higgins,AICP RECEIVED Senior Planner City of Renton Project Number: 99-078 Planning/Building/Public Works Department 1055 South Grady Way Renton, WA 98055 Subject: Monster Road Office Building, LUA00-026, Environmental Review Committee Comments Dear Ms. Higgins: I am writing to respond to your request to provide specific recommendations reg ' ding the protection of Green River. As you know, all site drainage will be routed to the existing wetland and regional wetpond detention facility located at the west portion of the property. Drainage from this facility is metered out via pump to the downstream receiving system, which is tributary to the Green River. We are proposing to install full erosion and sedimentation measures in accordance with King County Drainage Manual, 1990 Edition, which is the standard document for drainage and erosion control design for the City. Our intent is to minimize downstream impacts by capturing sediments prior to discharge to the onsite wetland. The following measures will be constructed in segi ence as follows: A. During Construction: 1. Clearing Limits: Clearing limits will be clearly defined on the construction drawings and established in the field. These limits will be flagged and fenced in accordance with King County Drainage Manual requirements. 2. Cover Measures: All disturbed surfaces will be stabilized to reduce site erosion and sediment transport. The stabilization will be accomplished by using temporary covering methods such as the use of mulch, erosion control nets and blankets, plastic covering, seeding or sodding as appropriate. Temporary covering will used for areas that remain unworked for more than seven days during the dry season (May 1 to September 30) or for more than two days during the wet season (October 1 to April 30). Additionally, during the wet season, slopes and materials stockpiles 3H: 1V or steeper with more than 10 feet of vertical relief will be covered if work is suspended for more than 12 hours duration. 3. Perimeter Protection: The perimeter protection will be provided downstream of all disturbed areas particularly along the edge of the wetland area and along the existing GREG A. DIENER P.E. JOHN R. NEWELL P.E. RICHARD A. TOMKINS P.E. 4800 S. 188TH ST., SUITE 380, SEATTLE, WASHINGTON 981 88 FAX/431-7975 20B/431-7970 Ms.Elizabeth Higgins,AICP - April 12,2000 Environmental Review Committee Comments railroad right-of way. This will be accomplished by using silt fencing that will be anchored upstream in accordance with the Manual requirements. This protection Will be installed and approved prior to any upslope grading. 4. Traffic Area Stabilization: Unsurfaced entrances, roads and parking areas used by construction traffic shall be stabilized to minimize erosion and sediment tracking offsite. Installing a stabilized construction entrance at the point of egress/ingress from the site will do this. This entrance will be comprised of 4-8 inches of Quarry Spalls. 5. Sediment Retention: Surface water collected from disturbed areas of the site shall be routed through a sediment pond sized per the King County Drainage Manual prior to release for the site. The sediment-laden run-off will be allowed to settle and will be filtered by using a gravel filter cone outlet. The Sediment Pond will be constructed prior to any grading of the tributary areas. 6. Surface Water Controls: Surface water controls will be installed to intercept all surface water from the disturbed areas, convey it to the sediment pond, settle and filter sediments and discharge it downstream of any disturbed areas. The mechanism for accomplishing this will be the installation of temporary swales that will intercept and convey silt-laden run-off into the sediment pond. These measures will be installed concurrently with or immediately following rough grading. 7. Dust Control: Preventive measures to minimize wind transport of soil sh be implemented when sediments transported by wind is likely to be deposited if the wetland. These measures will include frequent watering of dry surfaces during the dry season in accordance with City of Renton requirements. These measures will be defined in the approved construction drawings and will be implemented prior to commencing the clearing and grading activities on this site. The Contractor shall maintain these measures operationally until the site is stabilized permanently (paving and landscaping) and they are no longer needed. In this wary, we can ensure that impacts to the on-site wetland and downstream Green River are minimized. B. After Construction: 1. The Site will be permanently stabilized by installing paved and landscaped areas based on the approved site development drawings. Furthermore, the approved drawings will show a conveyance system that will be designed to convey up to the 25-year storm event to the grass-lined swale per King County Drainage Manual. Additionally, we will install an oil/water separator structure that will remove oils and greases generate. from vehicular traffic on the site. 2 Ms.Elizabeth Higgins,AICP April 12,2000 Environmental Review Committee Comments • 2. The storm water will be further treated in the grass-lined swale upstream of the regional detention facility and the wetland area. Its function will be to remove heavy metals and other pollutants from the project run-offs and discharge clean storm water into the regional detention facilityy and the wetland area. The storm run-off will receive additional treatment in the regional detention facility and wetland area before it will ultimately discharge into the receiving system, which is tributary to the Green River. I hope that this letter adequately addresses the concerns that you have raised in your letter. If you have any question regarding this matter,please call me at (206) 431-7970. Sincerely Yours, ./tade,‘,/ ,"/ Maher M. Abed, P.E. Senior Civil Engineer .3 FQ.EIHEIT 0 CIO AQ.CHITECT&, INC. , PALJ°LJ_ Evergreen One, 10940 NE 33rd Place, Suite 202 Bellevue, WA 98004 USA (425) 827-2100 April 10, 2000 CITY OF RENTON DEVELOPMENT PLANNING PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT CITY OF RENTON 1055 SOUTH GRADY WAY APR 12 2000 RENTON,WASHINGTON 98055 RECEIVED ATTN: ELIZABETH HIGGINS RE: MONSTER ROAD OFFICE BUILDING LUA00-026, SA-H,V, ECF Ms. Higgins: We are writing you in response to the Environmental Review Committee Comments dated April 6, 2000, specifically, the comment pertaining to the parking requirements. We have indicated on the SEPA checklist that 300 employees may work in the building. This response is incorrect and misleading. We have provided a number that is based on the maximum occupant load as defined by the Uniform Building Code for office use. However, based on our experiences with previous office projects,the actual number of employees expected to work in the proposed building will be approximately 100 people, which is closer to the number of parking stalls required. Currently,there have been no tenants selected for the building. We apologize for the confusion. We hope this satisfies the Committee's request for additional information. If you have any questions, please feel free to call us at (425) 827-2100. Sincerely, FREIHEIT & HO ARCHITECTS,INC. P.S. Mae dela Cr r--- Encl. cc: Todd Christopherson,Ashton Development Project File y d �ti:-.' ; 4_ ' CITY ►F RENTON ..iL is __ • Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 6,2000 • Mr.Arthur Chang , Freiheit&Ho Architects;Inc., PS Evergreen One 10940 NE 33rd Place, Suite 202 Bellevue,WA 98004 Re: - Monster Road Office Building,LUA00-026, SA-H,V,ECF Environmental Review Committee Comments Dear Mr.Chang The City of Renton Environmental Review Committee(ERC)met today to review the application you submitted for the Monster Road Office Building. The ERC did not make an environmental determination on the project due to some concerns they have about various aspects of the project. In order to prepare a revised ERC report,I will additional information. Therefore,I have "stopped"the project review, as of the date of this letter,pending receipt of the following information. Slopes The Environmental Review Committee believes the cuts into the slope to the east of the building may be excessive and may result in unstable post-construction conditions. Please have your geotechnical engineer contact me about providing additional information to the ERC. Erosion Control The ERC expressed grave concern that erosion during construction, or following project completion, could have a negative impact on the Green River. The property is located upslope and in the near proximity to the River. The discussion about erosion control in the geotechnical report by Earth Consultants,Inc. is too general and the issue is not addressed at all in the Preliminary Technical Information Report by Pacific Engineering Design. Please have your consultants provide specific recommendations regarding protection of the Green River during and following construction. Protection of Railroad Tracks There is also a concern that the slope above the railroad tracks may be compromised during or following construction. Please have your geotechnical engineer address this concern and provide recommendations to ensure slope stability above the railroad right-of-way. 1055 South Grady Way-Renton,Washington 98055 60 This paper contains 50%recycled material,20%post consumer Mr.Arthur Chang Monster Road Office Building,LUA00-026 April 6,2000 Page2of2 Parking The environmental checklist states(p.7)that"300 employees"may work in the building. This is more than three times the number of parking spaces provided. The project site is in an area of limited access to public transportation. Although the parking provided meets the minimum parking requirements based on building size,the ERC has a concern that up to 300 employees would have a severe impact on parking availability and emergency access to the building. They may require that additional parking be provided. Please clarify if this is,indeed,the number of people anticipated to work in the building,whether they will work in shifts,and whether ail transportation plan will be in place to accommodate the additional cars (businesses with more than 100 employees must comply with the Washington State Commute Trip Reduction Act). The public hearing for this project must now be rescheduled from April 25, 2000,in order to provide the legal comment period for the SEPA Threshold Determination. Please provide a response to this letter as soon as possible so that both the ERC meeting and public hearing can be rescheduled. Thank you. Sincerely Elizabeth Higgins,AICP Senior Planner Copies:Todd Christopherson Jennifer Henning File 1 �r1-r OF 4� �\� DEPARTMENT OF THE ARMY w �,, T1 f*„-_-- In SEATTLE DISTRICT,CORPS OF ENGINEERS 0 "`'IIIP �" P.O.BOX 3755 "�OF RENTOt SEATTLE,WASHINGTON 98124-3755 c cT osr pe0 REPLY TO t W �� P fly �/y +res o� 4 ATrENTION OF ^A 5 Z00 0 AR Regulatory Branch h �� F 1 he;-f t bdec-f5/th4vr- Chi /09. 'c 92E .3aa-sf PI Sk a o Reference: aOrrOcT03.S7 Dear Me, CAa,,i27 Ft-ei ht d-liO 04-t c'f'5 We recently received a copy of the following information from concerning your proposed project(Ci7(p.5:ie r- R04,-4 Q e - <,:IA.;rtcJ ). (.T_) Determination of Nonsignificance l ( )Shoreline Permit (•(-.) Environmental Checklist ( )Other: Your project may require authorization from the Corps of Engineers under the following regulations. ( )Section 10 of the Rivers and Harbors Act 'O Section 404 of the Clean Water Act • A Section 10 permit is required for construction work in or over any navigable waters of the United States. A Section 404 permit is required for the discharge of dredged or fill material in waters of the United States, including wetlands. The term "discharge of dredged material" means the addition, including redeposition, of dredged material, runoff from a contained land or water disposal area, and any addition, including redeposition, of excavated material. These activities can include grading, mechanized landclearing, ditching, channelization, and other excavation activities that destroy or degrade waters of the United States, including wetlands. The term "discharge of fill material" means the addition of any material used for the primary purpose of creating dry land or of changing the elevation of a water of the United States, including wetlands. The placement of pilings constitutes a discharge of fill material when such placement has or would have the effect of a discharge of fill material. The term wetlands means those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstance do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. If you have any questions concerning specific permit requirements, please contact A-d rt M0 r-r-r 5 at(206) 764- (ypg . Enclosed for your use is our permit application materials. Sincerely, 4 , Muffy Walker Acting Chief, Application Review Section CC; y 0-C ke,71-07 Enclosures 4011 Ike City of Re1___Ci Department.of • - ing/Building/Public ENVIRONMENTAL & DEVELOPMENT ' ' i rU REVIEW SHEET REVIEWING DEPARTMENT: FatlCe. COMMENTS DUE: MARCH 21, 2000 • 2G6 IOU �'�I APPLICATION NO: LUA-00-026,SA-H,V,ECF DATE CIRCULATED: MARCH 7,2000 �j APPLICANT: K&M Holdings IV, LLC PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Monster Road Office Building WORK ORDER NO: 78656 LOCATION: 1201 Monster Road SW SITE AREA: 370,557 sq.ft. (approx.8 acres) I BUILDING AREA(gross): 45,000 sq.ft. SUMMARY OF PROPOSAL: The applicant has requested a Environmental Review and Site Plan Review an,d approval that would allow construction of a 45,000 gross square foot office building consisting of 3-stories over a one-story, in-grade parking garage. Construction would be on the south portion of an approximately 8-acre parcel. Wetlands! steep slopes (in excess of 40 %), and areas previously mined for coal may be present. A variance has been requestedlto allow clearing of slopes 40% or greater. The City of Renton Hearing Examiner and Environmental Review Committee will review this proposal. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities - Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 23 CF3 lAinfLUCti OJ Q act B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorize presentative Date Routing Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department:Water Comments Due: MARCH 21, 2000 Application No.: LUA-00-026, SA-H,V,ECF Date Circulated: March 7,2000 Applicant: K&M Holdings IV,LLC Project Manager: Elizabeth Higgins Project Title:Monster Road Office Building Work Order No: 78656 Location: 1201 Monster Road SW Site Area: 370,557 sq. ft. (approx. 8 acres) Building Area(gross): 45,000 sq. ft. A. Environmental Impact(e.g.Non-Code) Comments No comment. B. Policy-Related Comments No comment. C. Code-Related Comments New water main, fire hydrants and DDCV assembly (fire sprinkler system will be required and must meet fire flow and current fire codes/regulations. Any new water mains, fire hydrants, DDCV vault and water meters lcoated on private property will be required to be in easements held by the City of Renton. Water(SDC)fees of$0.113/sq. ft. of gross site area will be required. ig� 3 -/4 0Q Signature of Direct° or Authorized Representative Date Lua00-026b • City of Re';.__ Department of Planning/Building/Public 4, .. ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET - REVIEWING DEPARTMENT: r(u/s, _ COMMENTS DUE: MARCH 21, 2000 APPLICATION NO: LUA-00-026,SA-H,V,ECF DATE CIRCULATED: MARCH 7,2000 APPLICANT: K&M Holdings IV, LLC PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Monster Road Office Building WORK ORDER NO: 78656 LOCATION: 1201 Monster Road SW SITE AREA: 370,557 sq.ft.(approx.8 acres) I BUILDING AREA(gross): 45,000 sq.ft. SUMMARY OF PROPOSAL: The applicant has requested a Environmental Review and Site Plan Review arjd approval that would allow construction of a 45,000 gross square foot office building consisting of 3-stories over a one-story, in-grade parking garage. Construction would be on the south portion of an approximately 8-acre parcel. Wetlands; steep slopes (in excess of 40 %), and areas previously mined for coal may be present. A variance has been requestedito allow clearing of slopes 40%or greater. The City of Renton Hearing Examiner and Environmental Review Committee will review this proposal. • A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable, More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation ' Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet \7 Gnu 76016. B. POLICY-RELATED COMMENTS ,svV/ A.A OAT_D ( 1,V101a/(4t ,t4tC1 — /sr- clac shedtk— :Mits&-X7 cz-7, /eir7i6v,-1.2gfp/e.err-1 %cam' b C. CODE-RELATED COMMENTS )'g ftlo We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed t perly assess this proposal. v6/(,4•-• 37191M Signature of Director or Authorized epresentative Date Routing Rev.10/93 City of RE- -'i Department of Planning/Building/Public I ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: a i Seiti1LCeO COMMENTS DUE: MARCH 21, 2000 APPLICATION NO: LUA-00-026,SA-H,V,ECF DATE CIRCULATED: MARCH 7,2000 APPLICANT: K&M Holdings IV, LLC PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Monster Road Office Building WORK ORDER NO: 78656 LOCATION: 1201 Monster Road SW SITE AREA: 370,557 sq.ft. (approx.8 acres) I BUILDING AREA(gross): 45,000 sq.ft. SUMMARY OF PROPOSAL: The applicant has requested a Environmental Review and Site Plan Review and approval that would allow construction of a 45,000 gross square foot office building consisting of 3-stories over a one-story, in-grade parking garage. Construction would be on the south portion of an approximately 8-acre parcel. Wetlands! steep slopes (in excess o 40 %), and areas previously mined for coal may be present. A variance has been requestedlto allow clearing of slopes 40% or greater. The City of Renton Hearing Examiner and Environmental Review Committee will review this proposal. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS • Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS /%, 1 4-/✓( F d '-L a �LCoNrfGEn "D i iJs ar— Sar` S o2f:r0o2T ( icjP pkdvr0c� f 1oju I7-02 I,VGt ( cr 6-Lo rar.G 6 I LN��/nJL iZ SjT E 1= 4-1 iIc-2 c.-a4c-c. S 1, EQLIlZc f-'t Ir We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. C-- /1(/ CI° Signature of Director or Authorized Representative Date Routing Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL&DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department: Surface/Wastewater Comments Due: MARCH 21,2000 Application No.:LUA-00-026, SA-H,V,ECF Date Circulated:March 7,2000 Applicant: K&M Holdings IV,LLC Project Manager: Elizabeth Higgins Project Title: Monster Road Office Building Work Order No: 78656 Location: 1201 Monster Road SW Site Area: 370,557 sq. ft. (approx. 8 acres) Building Area(gross): 45,000 sq.ft. A. Environmental Impact(e.g.Non-Code) Comments No comment. B. Policy-Related Comments No comment. C. Code-Related Comments Surface Water: • The drainage system for the site shall be designed in accordance with the 1990 K.C.S.W.D.M., as adopted by the City of Renton. Biofiltration will be required (more than 5,000 sq. ft. of new impervious surface subject to vehicular use is proposed to be constructed on the site). This site was included in the overall drainage system of the larger property and the on-site system can drain to the existing pond with only the Biofiltration/erosion control needs addressed for the site. The site will be required to pay surface water (SDC) fees of$0.129/sq. ft. of new impervious surface installed on the site by the project. Wastewater: The site will require an extension to existing sewer main to serve the site. New side sewer connection to the proposed building will be required with permit costs at$80/connection. Wastewater (SDC) fees of$0.078/sq. ft. of gross site area will be required. "gt'?---e4-0-''f'./‘" 7-- 3-64-0 Signature of Director or Authorized Representative Date Lua00/026a City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL&DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department: Transportation Comments Due: MARCH 21, 2000 Application No.: LUA-00-026, SA-H,V,ECF Date Circulated: March 7, 2000 Applicant: K&M Holdings IV,LLC Project Manager: Elizabeth Higgins Project Title: Monster Road Office Building Work Order No: 78656 Location: 1201 Monster Road SW Site Area: 370,557 sq. ft. (approx. 8 acres) Building Area(gross): 45,000 sq. ft. A. Environmental Impact(e.g.Non-Code) Comments No comment. B. Policy-Related Comments No comment. C. Code-Related Comments The site will require curb, gutter, sidewalk, driveway, street paving and streetlights and m st meet current city codes/standards. Traffic mitigation fees of $75/daily trip in/out of the site will be required. See attached transportation mitigation fee form for calculated fee charges. Si ature of Director or Authorized Representative Date � P Lua00-026c • q -7: 1� U + .0 ♦ Nor • ::::::..............:v:::.........;rr::.:` .•.i.4.....r..n....:}.. n....i'.}:i 5.{:i$fi'r'ii i{'+}:;:F:a^:}.. •.:} ;{p:fi:::k::::}:--r'::�:r$`::::f.o'.:it{.%F :c;.}r....;:.§: .....,.}..,:.:::...:....;.r.::' .;;..•r;.;.{.:-. .........i:i:i „.....t.:}..:;......;. .....}. i }:.:.........,.....t.}::}:::}i:. ,:•}:i:::,{t..„,1 }: .:.i.}f.:r..: {r:.{,.:....r::..:::.�.irl•...v .. .O:I� :Ni�1'� � l:(1 ...xv'•{:`v'.:4•ii.'•::•:fii:•}}}ii,?;4:v:. ;, :.•:'• .v•• m: ;•::v.:... ..:............: •}}r. v.{•:v.v;:•x.:rr.v. ::.'v v. v.. ..:::.:...:::;:.v..::x.:.:::.:x:::vi'.;i::}}:....... ....Y.....K....n................. n...r....}}.i:/...}}.n,}:\.:n}:...............{...:n.......:i i }..{i...........ir..v...:L.J..x:::::x:::..i}ti•}:i•}.{:r•:::x.••••'fti:....... •" ♦::.:.:::..:..iin.x... Project Name / 1ov15Tz✓ gout{' Of1icc 13Idc.) . Project Address 120/ Moystzv Qoad S Contact Person Aetliuv CGtcwy 1 r-ve114e�. 4'H0 Avcl7,leas Address Phone Number LI Z 5 -S2.7- Z 10 O Permit Number L L),4 -00- O 2 3' Project Description LI 5 , OO v .s f o ,ce I. id,. • Land Use Type: . Method of Calculation: t.ic✓uI v'tiict ❑ Residential BITE Trip Generation Manual &-cyci4t• 0 Retail 0 Traffic Study , Pie 1052 . l'Non-retail 0 Other Ln CT)= 0.763 Lk()')-f 3.654 Calculation: .A"` aG' Da.I LIIr, S -32 L.I Cr) = 0,76 $ l.,•, (1-15'0) + 3. C54 T = 7 18, 2 dart/7 tvips A $.75 pv, de;,ry iVIp ($75)(718, 8) _ 53) o _ 0 . Transportation Mitigation Fee: 3 3,q10• Calculated by: • /i a U) tlI Date: /,g/00 • Account Number: • . bate of Payment • V • City of RE' Department of Planning/Building/Public V ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:�t\r& COMMENTS DUE: MARCH 21, 2000 APPLICATION NO: LUA-00-026,SA-H,V,ECF DATE CIRCULATED: MARCH 7,2000 APPLICANT: K&M Holdings IV, LLC PROJECT MANAGER: Elizab '■" ••L.• I if I 1 PROJECT TITLE: Monster Road Office Building WORK ORDER NO: 78656 LOCATION: 1201 Monster Road SW 1 ME 7 SITE AREA: 370,557 sq.ft. (approx.8 acres) I BUILDING AREA(gross): 45, 10 s• . SUMMARY OF PROPOSAL: The applicant has requested a Environmental Review and Site -Ian = -� r-�, -�; ��;j = ' -t would allow construction of a 45,000 gross square foot office building consisting of 3-stori over a ;r- t w �r -� •e parking garage. Construction would be on the south portion of an approximately 8-acre.p- 1� ••L . 41=-141tir. -. (in excess of 40%), and areas previously mined for coal may be present. A variance has been requested Ito allow` clearing of slopes 40% or greater. The City of Renton Hearing Examiner and Environmental Review Committee will review this proposal. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation • Airport Environment 10,000 Feet 14,000 Feet • s— - CL 7t;J�'ta` t v^,e B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. ..000 Signature of Director or Authorized Represernativf Date Routing Rev.10/93 - IJ `I Y �.� 0 ® 'et) CITY OF RENTON NAL �,�Nrvo� FIRE PREVENTION BUREAU MEMORANDUM DATE: March 8, 2000 TO: Elizabeth Higgins, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Monster Road Office Building Project MITIGATION ITEMS: 1. A fire mitigation fee of$23,149.88 is required based on $0.52 per square foot. FIRE CODE REQUIREMENTS: 1. The preliminary fire flow is 1,750 gpm, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 2. Separate plans and permit are required for the installation of the fire sprinkler, standpipe and fire alarm systems. 3. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 in width with a turning radius of 45 foot outside and 25 foot inside. 4. Fire department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 5. Provide a list of the flammable, combustible liquids and any hazardous chemical to be used or stored on site. Please feel free to contact me if you have any questions. Mar-06-00 09: 14A Frei he & Ho Architects , 425-82s8-6899 P .02 riHK-le -4noio 07 r 57 • -':?t' OF RENTON 425 430 7300 P.03/03 (continued)• • 0 0 • 0 2(0, S A -ft NAME ADDRESS ASSESSOR'S PARCEL NUMBER • • Aoplicant Certification I, To:r, 'R. eKgi sTDPi-i6G oN ,hereby certify that the above list(s)of adjacent property (Print Nam) owners and their addresses were obtained from: • i7 City of Renton Technical Services Records R Title Company Records D King County Assessors Records f Signed •gl. •poem) Pate U$/b(0 00 1 r • NOTARY ATTESTED: S bscribed and sworn before me,a Notary2ubiic,in and for the State of Washington, residing at Ln•� Psis on the 6- day of /7)2ra- i 192oav Signed 1 • lounimok bf Ri�ntop`Use R u..:: • • CfeRTIFLCATI l .. lte i.Ncll,(L "oe • _ .bY rtify that noticeis oi`'1tie:pioPasett;:ss •;cation were. 'mail ..• (City"E°p pPI : • ed to each listed propertyownrer•.on ::3:. $•CO • . S` reed" 4L ;1 OTARY: Su� �t`bell and st�+onr before me, Mots' :'Publi•. at ;;�'•` ( i jr ,,;,,, q;In grid for tltie 5tate^oT Wa tltirigtion cesiciing, • on the w df:': • REV 07/95 MARILYN LYN rc •. aCHEFF , KAMMYAPPOI EIH�T'EXPIRES:6-29-03 2 NOTARY PUBLIC STATE OF WASHINGTON TOTAL P.03 COMMISSION EXPIRES DUNE 2 ,2003 • �c Cl-`f 1 • N . • . 0E E. OF ASSE iSMF.N E ? r' .„:s- SW 13-23-4 4.z�f M `it 1., ,o SCALE I°•100 \♦ �I^`' 15465E r.,-nr: xer-z6-eov 1 A 1S lau.ea I, _ ------- -- 1. --- d'"♦ai \.`'� r . ♦a a �'o... a 9leaoo WASNINGTON TECHNICAL CENTER wL.,-' 0E7E�Nf�On_ ♦ \\ 7 f to :It • \, r fq aAsm \ _----- '/,,rri�,pp \ , tv '� ; "— . S t}6^ \ I _ i1.Y-,,�a •,,._ti,n, e: _ 4. \ $ It_ ..44445_Ar534/.--- f• I\ / I } a• r 42 i Ah T''' Y / II¢ fi d° 0 1 ,M ✓ y/1J S - r.$ufs.r t�y cc 13.70 .nlnl ! j 3/lit \ \\ .., n eZ —1 ``\\\r\ y\ 1'` , , i i ��f 1 -- ..::, ,,, , . •, ,, /, ., 4 r. / I I • , ` �*• 3 Ir', �d�av r= / I e i , 5tQ i / Id v \k„, mod. y6sgr�'o ` �l l �/ a / ' "�j .L I oa'�.'° �. '1 / \N . ''.0°47- ! s = I +Ir �t 1 _ \ '`4 Al' 0 f \ \ is f5\ 'i 4 e '_\ 1� ,, PCL. 4 A' ' B, 3.4 S , �UNf) 1 \\ 7908210 G70 04�16�. \ a fy 4'' k t<.�\ ` \\�O"♦O 1. \ \ AKER S INTt' 29-490 °r 'C 'ta \ ` .. \ \.� SVN •'" \,c x� C/N .q \\\\\ t.,,r.ef�,cr L,.Q,r S IT {„it \\ ♦ \ • A --:: '� �1�eu°o°el zi6xoa ♦ o�\\s \-----..._.....s.______.N. g 6 . ''. h$, 1.., PCL,I \ \ V '."‘ .,... ,\"".. ‘ ;..., 40,..." \'\ •% • 7'0 \ ) \ .\\Ls \ 4; g z„,----....... , I c \�Y'':>?-,tlra. I0,0 \. \ .,'.1) \\;i \f • \ r4F 1 1 1�\ \ L i # c.� 5 a,r,..,. . V 1 1 1, \ $ = METROSILN PROPERTY EPORT = King (WA) ********************************************************************************************** * Date :12/16/1999 Prepared By : * Time :00:00:00 Prepared For: * Report Type :FARM.TCF Company * Sort Type :OWNER Address * Parcels Printed :13 City/ST/Zip : ********************************************************************************************** ******************************* * Search Parameters ******************************* Parcel Number. . .13 242304 9044 242304 9078 242304 9081 242304 9008 242304 9097 242304 9006 242304 9114 242304 9123 242304 9122 242304 9120 * MetroScan / King : ---- * Owner :Eland Building Ltd Prtc:rhp Parcel it :242304 9120 07 Site :589 Monster Rd SW Renton 98055 Sale Date :06/29/1990 Mail :PO Box 80187 Seattle Wa 98108 Sale Price :$482,405 Use :506 Ind,Warehouse, 100K+ Sqft Asd.V :$9, 136,100 Lgl :STR 242304 TAXLOT 120 POR OF NW Q:NW S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories:1 BldgSF:223,850 Ac:10.82 YB:1990 Ph: * MetroScan / King I * Owner :First City Washington Parcel # :242304 9044 00 Site :1110 Monster Rd SW Renton 98055 Sale Date :06/26/1991 Mail :700 5Th Ave #6000 Seattle Wa 98104 Sale Price . Use :931 Vacant, Industrial,Less Than 1 Acre Asd.V :$63, 700 Lgl :STR 242304 TAXLOT 44 N 609.118 FT Q:NW S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .36 YB: Ph: * MetroScan / King Owner :Jefferson Smurfit Corp Parcel # :242304 9008 04 Site :7001 143Rd P1 NE Redmond 98052 Sale Date :06/09/1987 Mail :PO Box 479 Renton Wa 98057 Sale Price . Use :611 Ind,Manufacturing,Paperboard Boxes Asd.V :$11,156,287 Lgl :STR 242304 TAXLOT 8 POR OF NW 1/4 Q:NW S:24 Ti:23N R:04E Bedrm: Bth F3H: / / Stories:1 BldgSF:147,300 Ac:10.16 YE:1956 Ph: * MetroScan / King I Owner :K/M Holdings Iv Llc Parcel # :242304 9123 04 Site :*No Site Address* Renton Sale Date :10/29/1999 Mail Sale Price :$242,000 Full Use :933 Vacant,Industrial,5 To 10 Acres Asd.V :$329,300 Lgl :STR 242304 TAXLOT 123 POR OF NW Q:NW S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories: B1dgSF: Ac:8.50 YB: Ph: * MetroScan / King I * Owner :King County Parcel # :242304 9006 06 Site :1200 Monster Rd SW Renton 98055 Sale Date . Mail :500 4Th Ave #500 Seattle Wa 98104 Sale Price . Use :622 Ind,Utilities,Public,Garage/Electri Asd.V :$14,194,500 Lgl :STR 242304 TAXLOT 6 POR OF LOTS 2, Q:NW S:24 Ti:23N R:04E Bedrm: Bth F3H: / / Stories: B1dgSF: Ac:39.00 YB: Ph: * MetroScan / King Owner :King County Parcel # :242304 9006 06 Site :1200 Monster Rd SW Renton 98055 Sale Date . Mail :500 4Th Ave #500 Seattle Wa 98104 Sale Price . Use :622 Ind,Utilities,Public,Garage/Electri Asd.V :$14,194,500 Lgl :STR 242304 TAXLOT 6 POR OF LOTS 2, Q:NW S:24 Ti:23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:39.00 YB: Ph: * MetroScan / King I * Owner :King County Parcel # :242304 9006 06 Site :1200 Monster Rd SW Renton 98055 Sale Date . Mail :500 4Th Ave #500 Seattle Wa 98104 Sale Price . Use :622 Ind,Utilities,Public,Garage/Electri Asd.V :$14,19 ,500 Lgl :STR 242304 TAXLOT 6. POR OF LOTS 2, Q:NW S:24 TIIi23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:39.00 YB: Ph: * MetroScan / King I * Owner :King County Parcel # :242304 9006 06 Site :1200 Monster Rd SW Renton 98055 Sale Date . Mail :500 4Th Ave #500 Seattle Wa 98104 Sale Price . Use :622 Ind,Utilities,Public,Garage/Electri Asd.V :$14,194,500 Lgl :STR 242304 TAXLOT 6 POR OF LOTS 2, Q:NW S:24 TL23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:39.00 YB: Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. i * . MetroScan / King : * Owner :King County Parcel 4 :242304 9097 06 Site :1200 Monster Rd SW Renton 98055 Sale Date . Mail :2040 84Th Ave SE Mercer Island Wa 98040 Sale Price . Use :622 Ind,Utilities,Public,Garage/Electri Asd.V :$1,406,600 Lgl :STR 242304 TAXLOT 97 AN IRREGULAR Q:NE S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:10.76 YB: Ph:206-296-8687 * MetroScan / King II * Owner :King County Parcel # :242304 9078 09 Site :1000 Monster Rd SW Renton 98055 Sale Date :04/05/1984 Mail :2040 84Th Ave SE Mercer Island Wa 9804.0 Sale Price . Use :921 Vacant,Commercial,Less Than 1 Acre Asd.V :$115,000 Lgl :STR 242304 TAXLOT 78 BEG ON E LN Q:NW S:24 T23N R:04E Bedrm: Bth F3H: / / Stories: B1dgSF: Ac: .87 YB: P11:206-296-8687 * MetroScan / King * Owner :Not Available From County Parcel # :242304�9081 04 Site :1200 Monster Rd SW Renton 98055 Sale Date :00/03/1900 Mail :1200 Monster Rd SW Renton Wa 98055 Sale Price . Use :622 Ind,U ilities,Public,Garage/Electri Asd.V :$68, 700 Lgl :STR 242304 TAXLOT 81 BEG ON E LN Q:NW S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .52 YB: Ph: * MetroScan / King : I * Owner :Seattle Area Plumbing/Pipefitting Indust Parcel # :242304 9122 05 Site :595 Monster Rd SW Renton 98055 Sale Date :12/05/1995 Mail :595 Monster Rd SW #100 Renton Wa 98055 Sale Price . Use :544 Ind,Other,25K To 50K Sqft Asd.V :$3,400,200 Lgl :STR 242304 TAXLOT 122 POR OF NW Q:NW S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories:2 BldgSF:49,766 Ac:5.06 YB:1996 Phj425-271-5900 * MetroScan / King I * Owner :Seattle City Treas Parcel # :242304 9114 05 Site :1101 Monster Rd SW Renton 98055 Sale Date . Mail :2040 84Th Ave SE Mercer Island Wa 98040 Sale Price . Use :932 Vacant, Industrial,l To 5 Acres Asd.V :$400,800, Lgl :STR 242304 TAXLOT 114 BAAP ON N LN Q:NW S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:3.68 YB: Ph:1 I 1 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. • M E T R O S C A N Reference Farm I King (WA) Owner Address Phone Ref Number Eland Building Ltd Prtnrshp 589 Monster Rd SW Renton 98055 1 First City Washington 1110 Monster Rd SW Renton 98055 2 Jefferson Smurfit Corp 7001 143Rd P1 NE Redmond 98052 3 K;M Holdings Iv Llc *No Site Address* Renton 4 King County 1200 Monster Rd SW Renton 98055 5 King County 1200 Monster Rd SW Renton 98055 6 King County 1200 Monster Rd SW Renton 98055 7 King County 1200 Monster Rd SW Renton 98055 8 King County 1200 Monster Rd SW Renton 98055 206-296-8687 9 King County 1000 Monster Rd SW Renton 98055 206-296-8687I 10 Not Available From County 1200 Monster Rd SW Renton 98055 I 11 Seattle Area Plumbing;Pipef 595 Monster Rd SW Renton 98055 425-271-5900 12 Seattle City Treas 1101 Monster Rd SW Renton 98055 13 i N111D96S Jasei ssaippy ®A213AV Eland Building Ltd Prtnrshp First City Washington Jefferson Smurfit Corp PO Box 80187 700 5Th Ave#6000 PO Box 479 Seattle, WA 98108 Seattle, WA 98104 Renton, WA 98057 King County Not Available From County Area Plumbing Pipefitting Indust Sea 500 4Th Ave#500 1200 Monster Rd SW 595 Monster Rd SW#100 Seattle, WA 98104 Renton,WA 98055 Renton, WA 980155 Seattle City Treas 2040 84Th Ave SE Mercer Island,WA 98040 ®09tS aoj aleidwai ash Wlstaayls paaj ytoowg - (—t - - D. This will be required during the cans _ ,of both off-site and on-site!improvements,as construction. 0 O� 2. The applicant shag construct shallow drainage swains to intercept surface water flow and route the fir + ` ; - construction area to a stabilized discharge point. Vegetation growth shall be established in the din 11 placing sod.Depending on site grades,it may be necessary to line the ditch with rock to protect the d 'NTo� end to reduce flow rates. The design and construction of drainage swalesIshall conform to 0 presented In Section 4.4.1 of the KCSWDM.Temporary pipe systems can also be used to convey st the site.This will be required during the construction of both otf-site and on-site improvements,as NOTICE OF APPLICATION construction. AND PROPOSED DETERMINATION OF NON' 3. The project contractor shall perform daily review and maintenance of all erosion,and sedimentations at the site during the construction of both off-site and on-site improvements,as well as building conslr SIGNIFICANCE, MITIGATED (DNS-M) • 4. Weekly reports on the status and condition of the erosion control plan with any recommendation revision to maintenance schedules or installation shall be submitted by the project Engineer of rem works inspector for the preliminary plat construction.Certification of the installation,maintenance and of the erosion control facilities shall be required prior to recording of the plat.The applicant shall di DATE: March 7,2000 areas for temporary stockpiles of excavated soil prior to the initiation of project construction.Excavalr be placed on or adjacent to site slopes. LAND USE NUMBER: LUA-00-026,SA-H,V,ECF 5. The applicant shall provide cover for temporary cut slopes and sot stockpiles during periods of inacti cover may consist of durable plastic sheeting that is securely anchored to the ground surface or stray APPLICATION NAME: MONSTER ROAD OFFICE BUILDING sheeting should be placed and anchored as specified in Section D.42.3 of the King County Surfac PROJECT DESCRIPTION: The applicant has requested a Environmental Review and Site Plan Review and Manual(KCSWDM)-Appendix D. Mulch application shall conform to guidelines outlined in Sectio approval that would allow construction of a 45,000 gross square foot office building consisting of 3-stories over a one• KCSWDM,Appendix D, story,on-grade parking garage.Construction would be on the south portion of an approximately 8-acre parcel.Wetlands, 8. The applicant shall establish permanent cover over exposed areas that wit not be worked for a steep slopes(in excess of 40 percent),and areas previously mined for coal may be present. A variance has been perk requested to allow clearing of slopes 40 percent or greater. Tha City of Renton Hearing Examiner and Environmental more by tons prg stada conjunction with mulch cover orS appropriate Appendix D. eding: Site seeding shook specifications presented in Section D.4.2.4 of the KCSWDM,Appendix D. Review Committee will review this proposal. I -. 7. The applicant shag provide stabilized construction entrances as specified in Section D.4.4.1 of PROJECT LOCATION: 1201 Monster Road SW Appendix D,prior to the initiation of site Gearing. OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MmGATED(DNS,M):As the Lead Agency,the City of 8. The applicant shall pay the applicable Transportation Mitigation Fee. Renton has determined that significant environmental Impacts are unlikely to result from the proposed project.Therefore, as permitted under the RCW 4321C.110,the City of Renton Is using the Optional DNS(M)process to give notice that a 9. The applicant shall pay the appropriate Fire Mitigation Fee. DNS-M Is likely to be Issued.Comment periods for the project and the proposed DNS-M are integrated Into a single - - - comment period.There will be no comment period following the Issuance of the Threshold Determination of Non- I Significance Mitigated(DNS-M).A 14-day appeal period will follow the issuance of the DNS-M. Comments on the above application must be submitted in writing to Ms.Elizabeth Higgins,Senior Planner, Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 21,2000.This matt PERMIT APPLICATION DATE:- February 25,2000 ' scheduled for a public hearing on April 25,2000,at 9:00 AM,Council Chambers,Seventh Floor,Renton C - South Grady Way,Renton.If you are Interested In attending the hearing,please contact the Development; NOTICE OF COMPLETE APPLICATION: March 7,2000 Division,(425)430.7282 to ensure that the hearing has not been rescheduled.It comments cannot be soil Permits/Review Requested: Environmental(SEPA)Review,Site Plan Review writing by the dale indicated above,you may still appear at the hearing and present your comments on the I q the Hearing Examiner.If you have questions about this proposal,or wish to be made a party of record and i additional information by mail,please contact the project manager.Anyone who submits written comments Other Permits which may be required: Grade and Fill Permit,Construction Pernfs,Budding Permits automatically become a party of record and will be notified of any decision on this project. Requested Studios: Geolechnicai study and report,wetland delineation and report Location where application may CONTACT PERSON: ELIZABETH HIGGINS(425)430.7382 • be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFIC PUBLIC HEARING: A public hearing is tentatively scheduled for April 25,2000,before the Renton S )•„ fir ).•�, A _ q z��. Hearing Examiner in Renton Council Chambers.Hearings begin at 9:00 AM on -• • i,_,(wI \ .' /�// �'the 7th floor of the Renton City Hall located at 1055 Grady Way South. .� .., CONSISTENCY OVERVIEW: ' 1 aarw"� Y� rrat �, Land Use: Vacant r1- ' 1.11IF iii A•`,,, - � _.., Zoning: Industrial,Medium(IM) 70 (A '4, �� - -� Comprehensive Plan Designation: Employment Area-Valley ;•` �u. \ ��0 "~ -•4 Environmental Documents that � , ;1\— �`� .-.. r r o x\�� j Evaluate the Proposed Project: 'Preliminary Technical Information Report,'by Pacific Engineering Design,Inc., a:M `•""'i f..7, , =� r dated 02/15/00;'Geotechnical Engineering Study;by Earth Consultants,Inc.. • •A� ¢ 1 ,. ,�. �� dated 01/10100;'Monster Road Wetland Delineation;by Shapiro and Assoc., E r ,��`. i `•b ,fir''.- /,_,., , Inc.,dated 01100. _ _` I o c.,r�,/ .� � --7 j Development Regulations IS \3 � `0 i \\\\~ Used Far Project Mitigation: Renton Municipal Code,Washington State Environmental Policy Act *„1.. 1+�a 1 �` Proposed Mitigation Measures: K' .fib •+ t.x ,..,.- . I� 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed.The silt fence IInv \ � -°� '� shall be in place before clearing and grading Is Initiated,and shall be constructed in conformance with the , �1 specifications presented in Section D.4.3.1 of the King county Surface Water Design Manual(KCSWDM),AppendixA-;9lk' '` ` NOTICE OF • F - P I.V. NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION r' �•\ . CERTIFICATION • I, Ti he),re'. I a t tJ, hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the-described property on Tu . nil a ircAl 8 ? oot� i • Signed: , � L2i5 _ ATTEST: Subcribed and sworn before me, a Nortary Public,in and for the State of Washington residing i 4p - , on the '1(0`-tin day of 1rn.¢1v^c-h -2_0o0. 1 I I I - .fit �c MP �®,I� �G`�PMCHEFF L MARILYN KAMCHEFF STATEILV�9 T®RYF INASHII��LIC C�9GTON MY APPOINTMENT EXPIRES:6-29-03 COMMISSION EXPIRES Jl9NE 2 ,2003 c's NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE, MITIGATED (DNS-M) S(h DATE: March 7,2000 LAND USE NUMBER: LUA-00-026,SA-H,V,ECF APPLICATION NAME: MONSTER ROAD OFFICE BUILDING PROJECT DESCRIPTION: The applicant has requested a Environmental Review and Site Plan Review and approval that would allow construction of a 45,000 gross square foot office building consisting of 3-stories over a one- story,on-grade parking garage. Construction would be on the south portion of an approximately 8-acre parcel. Wetlands, steep slopes (in excess of 40 percent), and areas previously mined for coal may be present. A variance has been requested to allow clearing of slopes 40 percent or greater. The City of Renton Hearing Examiner and Environmental Review Committee will review this proposal. PROJECT LOCATION: 1201 Monster Road SW OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: February 25,2000 NOTICE OF COMPLETE APPLICATION: March 7,2000 Permits/Review Requested: Environmental(SEPA)Review,Site Plan Review Other Permits which may be required: Grade and Fill Permit,Construction Permits,Building Permits Requested Studies: Geotechnical study and report,wetland delineation and report Location where application may • be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: A public hearing is tentatively scheduled for April 25,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Vacant Zoning: Industrial,Medium(IM) Comprehensive Plan Designation: Employment Area-Valley Environmental Documents that Evaluate the Proposed Project: "Preliminary Technical Information Report,"by Pacific Engineering Design,Inc., dated 02/15/00;"Geotechnical Engineering Study,"by Earth Consultants,Inc., dated 01/10/00;"Monster Road Wetland Delineation,"by Shapiro and Assoc., Inc.,dated 01/00. Development Regulations Used For Project Mitigation: Renton Municipal Code,Washington State Environmental Policy Act Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King County Surface Water Design Manual (KCSWDM),Appendix NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION r I 1 D. This will be required during the constructiolr ,'!both off-site and on-site improvements, as well 1 gilding construction. y 2.. The applicant shall construct shallow drainage swales to intercept surface water flow and route the flow away from the 1 construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the KCSWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements, as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements,as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations for change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary plat construction. Certification of the installation,maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. The applicant shall designate staging areas for temporary stockpiles of excavated soil prior to the initiation of project construction. Excavated soils shall not be placed on or adjacent to site slopes. 5. The applicant shall provide cover for temporary cut slopes and soil stockpiles during periods of inactivity. Temporary cover may consist of durable plastic sheeting that is securely anchored to the ground surface or straw mulch. Plastic sheeting should be placed and anchored as specified in Section D.4.2.3 of the King County Surface Water Design Manual (KCSWDM)—Appendix D. Mulch application shall conform to guidelines outlined in Section D.4.2.1 of the I . KCSWDM,Appendix D. 6. The applicant shall establish permanent cover over exposed areas that will not be worked for a period of 30 days or more by seeding in conjunction with a mulch cover or appropriate hydroseeding. Site seeding should conform to the specifications presented in Section D.4.2.4 of the KCSWDM,Appendix D. 7. The applicant shall provide stabilized construction entrances as specified in Section D.4.4.1 of the KCSWDM, Appendix D,prior to the initiation of site clearing. 8. The applicant shall pay the applicable Transportation Mitigation Fee. 9. The applicant shall pay the appropriate Fire Mitigation Fee. 1 Comments on the above application must be submitted in writing to Ms.Elizabeth Higgins,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 21 ,2000. This matter is also scheduled for a public hearing on April 25,2000,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: ELIZABETH HIGGINS (425)430-7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION ,...,:„). ,7,..A-10 :?into / .. ...,11" -.- .74-1 , -- ' • QC 1•- WON011111k,,,._,.,,.. -' . ?tIS IL VOS TA , :"\ L— _.. .. -'4111 '*27 1 41..771( Ak' .vs ,,1:0110‘,.....,.. i ......r... f _.... In 1 FORT I )4'rkl,,\417—' '0A. \\to:. •\,,.. ., �i . It O0, AT..." FOR T ‘d ° i\ J�M1•,,,../J - '7 our, p 1,,,..... .•., 4•r I� erre a_ocnnb i --�•-•••• �� k�;.9� �`'a0 •a � "C�' ;J'.',.^ •live go' % a .+. ��'' ��\\\\\\ 'Lit6 R ` 4`61•r •r ;!...ii'. .NOTICE OF 1`[S]O; �o�k'� W?^ yT 'A A ca CITY F RENTON .NIL -,:_)J Planning/Building/Public Works Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor March 7, 2000 • Mr.Arthur Chang Freiheit& Ho Architects, Inc. P.S. 10940 NE 33rd Place, Suite 202 Bellevue,WA 98004 SUBJECT: Monster Road Office Building Project No. LUA-00-026,SA-H,V,ECF Dear Mr. Chang: • The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on March 28, 2000. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me, at(425)430-7382, if you have any questions. Sincerely, Elizabeth Higgins Senior Planner cc: K&M Holdings IV, LLC/Owners Acceptance 1055 South Grady Way-Renton,Washington 98055 This paper contains 50%recycled material,20%post consumer oai °� City of Renton ♦ ♦ Development Services Division 'f '� 1055 South Grady Way, 6th Fir Renton, WA 98055 Date: March 2, 2000 TO: Brady FROM: Elizabeth Higgins, Sr. Planner Freiheit & Ho Architects, Inc Development Services Div. Development/Planning Phone: (425) 827-2100 Phone: (425) 430-7382 Fax: (425) 828-6899 Fax Phone: (425) 430-7300 SUBJECT: Application requirement I Number of pages including cover sheet: 3 REMARKS: ❑ Original to Z Urgent ❑ As ❑ Please ❑ For your be mailed Requested Comment review We do not have the following form and list (we have the mailing labels), which are required for a complete application. Note that the form must be notarized on page 2. Please deliver the original to our office as soon as possible. Avcrrtfrvii Ahead of the curve avaissionne:::t.•::.:::::•:•::::...::•::::::::•:::::,::::>::-:::�: ..F7.�iY:�F::lFitt?•":�:;�i?:>.�?::;�>:::<<<:... .�f:•`:ir:-:;::;:.::;::<:`;�;;::;•:;::;-:::::::•:-:»:.x:•»:;-:;-;;::;:<.;:;.»;:•:.�•;c;•:::•:�::'-;:-;;:.;::.:•-' ::?�•�:i:•':�:''t;�:�::;`�:�;::::::::;�:�::;::�:;-�:-c:�:�::::;'::;:;:•.:`;i:::::�r.:�:-;;:-::•:::ii::.:... ...,. .FUEL. ... .,,... p ...:...::::... .;:;.: AP3• ES . P Q ................< <Nn::;:::;I#;..f),:�re,3�.rYiora,ik)ai�t�e�a�a�bwn� ��5ie�s�attactzt�a:;adiiiGanel.:: :rtdta(izi:d-Master•Applcat�orx,fai each uwna�,•--:: PROJECT OR DEVELOPMENT NAME: NAME: K 'y/ HpLO/NSSS 1Y � oNs7 RoAO o ' Bu/�/NC7 • PROPERTY/PROJECT ADDRESS(S)/LOCATION: I . ADDRESS: /6 ie,c2 SOL/T/ is/T R P/ekt/ / 5/C OZ Ti44-c 7 "g 86/S/N&ser AN/ ,Q 7e9/1/, ui>1s/51-/NG7°4/ 1 g KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): CITY: sE.17TL j ZIP: / 'i ' 2It2304-9/23-04 • TELEPHONE NUMBER: (zo ) 575- d'yt36 EXISTING LAND USE(S): t/A CA :tPPUCA:":T..... ..... . ... 1 PROPOSED LAND USES: NAME: AIZTFIUP Cr{AP.ICI o,FI co._ (3 - STo Izy) 0 I/7. STc7R f COMPANY(if applicable): )=fZl-I!'ram I T ` HO EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Al24-.HITa-c-T5, Wc., P S• . /lilGGo7-41b117- ADDRESS: o 14-0 NM- PROPOSED COMPREHENSIVE PLAN MAP DESIl 4 TION (if applicable): 33R.:I:, ('LA -E , Si)IT - .-oi /✓orsf/ /�L/c�ggL c�YoiF • CITY: B LavU ZIP: �,c` �JBoo /Pn �9�A `}' EXISTING ZONING: • 4�� Fih��/- t-1 (iNGVST/Q/.4•L 41 i • • :<"e TELEPHONE NUMBER: C�I-ZS) S�7 - 2 f 00' 4,is �o PROPOSED ZONING (if applicable): 4/ T 0 A.0p< / 4 SITE AREA (SQ. FT. OR ACREAGE): NAME: AR:,TH,)RL �G►-iix;' ' c 7 7 SQ, COMPANY(if applicab.1e):,P./ 1.0EI T H p PROJECT VALUE: st�2LHIT GT7 - •In.�G.i\ P' S• a 7 Ml Lc�Ic> ,J 5 ADDRESS: -VI= EtNJ /of¢O it/L IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? 33 ko / '' A a._ , 20 Z w0 CITY: 8 0._ ZIP: kJ 980011- �•"Mr t li.5 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: (4- ) 8 2 7 - 2/ 0 o ' No - - i ... ......................................r -.................. ...........:.....:::tv::.v::::::::::.::�n•::::v.v v.v::w:v.:^ ....:::::n..::::::. {{.:{{.;:n;..r..:?;x:. ...... ... ry:...n:.. ... ...................v............. ..n....:.a4;;{•i::' .v..v.....<:::•+$i;:ii{iy:}v}}4 nwi:;:y..v:.�:':{{ii"viii:: ...............n :.:.: :::::} ...v:... :•i}•{}.{.: .:,y .,.:..., :.:.....:} 'v:•:• .:;. .... ..:- ::ii:^i:•i?:i{:::v:nv••:::.v:::::•::. L: SSE A-77 f>t )• }'-j;�(:yn.� ' . Jti, �_�.��! si??�:�i:;:!;}{'i�:!i;:j;:;i:f:::?iiijiii ::>`:��f�gill` ::>>:<::c�ri >:::::<:>::;<>:::::>:::::::»:>::::::<:::>:<::..........O �. ll:: §##.�7........ .�:�..t....±��.� . ... ....+fit. ...spa..................... _ANNEXATION $ SUBDIVISION: COMP. PLAN AMENDMENT . $ _ REZONE $ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ _ SHORT PLAT $ TEMPORARY PERMIT $ _TENTATIVE PLAT $ • _ CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ X SITE PLAN APPROVAL $ _ FINAL PLAT $ _GRADE &FILL PERMIT $ - (NO.'CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ X.VARIANCE $ (FROM SECTION: ) _ PRELIMINARY _WAIVER $ _ FINAL • _WETLAND PERMIT $ ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ SHORELINE.REVIEWS: SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ VARIANCE' $• EXEMPTION $No Charge (ENVIRONMENTAL REVIEW $ REVISION $ • I, (Print Name)- Ir `t`%.rvr'C'b- ,declare that I am ('please check one)'(the owner of the property involved in this application, the authorized representative to act for the property owner(please attach proof of authorization),and that the foregoing statements and answers herein. co tained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. ATTEST: Subscribed and sworn o before me,a Notary Public, in and f . for the State of(ttk on94wresidirg at, ` - j/(Nw r/'-•prese tative) t4-.4 er)cc- , or:theme-_day of - F�taZo SI ature of 0 t p - tativ- z -7- ( gnatur of Nota Public) iiinagnataintagging .... ..:::::.;:.;;:{.;::.;.:. o><. II:eted MOGIf staf: ...................CI.':<::)=IlI�.Nt,mB�r....: . ............�: ..............A.....AAI�.._::� �.:.:..•�..::::::..� U,....SPA..... •13.1C)1C .::::............................ :,..:......:......: H:P.....L.(:`... ,..�:..�P.�F:R...,:T�Xfl�1(*.:;.,�,�..,.....,. #�.... ........ .. P.....�M::::.:..:[1?I......... ..F uu+n.i•'��.r:�....v'-::..,, .0 iittt,au. ..i. it a..-�.+R., n IFM..I1.. ...11::.H ..L.::.1.. ..i.G{H.:::{:1'i':.1.4.:::...1[ii'N:A'�W't.:+t.;.r_.'.. �k.., :�F�::::::':•::::::w:::.�::::.....�u:.::...:�i.�:�..'�r., :.;:G . ...::.:.....::.:................................... FAASTERAP.DOC REVISED 8/97 - Oraer No. 868737 LEGAL DESCRIPTION: • THAT PORTION OF THE NORTHWEST 1/4 OF SECTION 24, TOWNSHIP 23 i NORTH, RANGE 4 EAST W.M. , DESCRIBED AS FOLLOWS: BEGINNING AT THE 1/4 CORNER BETWEEN SECTIONS 13 AND 24 IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87°26 '48" WEST ALONG THE NORTH LINE OF SAID NORTHWEST 1/4, 1, 214 . 00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8 (CHARLES MONSTER ROAD SOUTHWEST) ; THENCE SOUTH 32°29 ' 51" EAST ALONG SAID WESTERLY MARGIN 85 . 34 FEET; • I ' THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256 .48 FEET A DISTANCE OF 139 . 14 FEET; THENCE SOUTH 01°24 ' 51" EAST ALONG SAID WESTERLY MARGIN 268 . 00 • FEET; - THENCE SOUTH 88°35 ' 09" WEST 436 . 55 FEET; THENCE SOUTH 02°33 ' 12" WEST 115 . 03 FEET; THENCE SOUTH 70°05 '34" WEST 95 .47 FEET; THENCE SOUTH 88°37 ' 17" WEST 105 . 38 FEET TO THE TRUE POINT OF BEGINNING; . THENCE NORTH 01°22 '40" WEST 437 . 90 FEET; THENCE SOUTH 88°03 ' 09" WEST 283 . 04 FEET; THENCE SOUTH 54°28 ' 10" WEST 490 .45 FEET TO THE EASTERLY MARGIN OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY RIGHT-OF-WAY; THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN 1, 610 . 67 FEET TO A POINT ON THE WESTERLY MARGIN OF COUNTY ROAD NO. 8 (CHARLES MONSTER ROAD) , SAID POINT BEING ON A CURVE HAVING A RADIUS OF 250 .37 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 58°59 '44" EAST; THENCE NORTHERLY ALONG SAID CURVE AND WESTERLY MARGIN 250 . 58 FEET TO THE SOUTHWESTERLY LINE OF A TRACT OF LAND DESCRIBED IN DEED RECORDED UNDER RECORDING NO. 8606190933 ; THENCE NORTH 48°12 '23" WEST ALONG SAID SOUTHWESTERLY LINE 420 .25 FEET; THENCE NORTH 09°01 ' 55" EAST ALONG THE WESTERLY LINE OF SAID TRACT 125 . 00 FEET; THENCE NORTH 46°16 ' 56" EAST ALONG THE NORTHWESTERLY LINE OF SAID TRACT 17 . 69 FEET; THENCE NORTH 04°58 ' 17" WEST 410 .23 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT PORTION LYING NORTHERLY OF THE CENTERLINE OF A RAILROAD SPUR EASEMENT AS DESCRIBED IN RECORDING NO. 53311021; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. Page 2 1 i PROJECT NARRATIVE General Project Information We are proposing to construct a new office building on a vacant site along Monster Road S.W. in Renton, Washington.The Project is tentatively named Monster Road Office Building. The building will have three- stories of office space over one-story of on-grade parking.The building has a gross area of 45,000 square feet. The Project Site is 370,557.76 square feet(approximately 8 acres)of vacant land. It is located in the IM(Industrial Medium)Zone. It is bounded by undeveloped land to the north and south,Burlington Northern Santa Fe Railroad tracks to the west,and the King County Department of Metropolitan Service to the east in the P-1 (Public Use)Zone. A wetland area of about 90,025 square feet(approximately.2 acres) is located in the northern half of the site.The site has slopes ranging from 20 to 50 percent within the planned development area,to about 50 to more than 100 percent in some areas. Because the City of Renton prohibits development on slopes greater than 40 percent,we are,also applying for a variance request to develop our project. The site is vegetated by deciduous trees,ferns and blackberry brambles. Soil Type and Drainage Conditions The native soils found at the site consist of silt and lean clay. The silt was observed to be generally loose and the clay moderately stiff. According to a geotechnical engineering study by Earth Consultants Inc. m January 10,2000,coal was encountered about 14 feet below grade and bedrock was encountered at 14 to 16.5 feet below grade. Drainage has been observed to flow towards the southwest,towards the wetland area and over the hillside. Proposed Use of the Property and Scope of the Proposed Development The proposed development on the property is a four-story building which consists of three stories of office space over one story of parking. The gross building area is 45,000 square feet. The total height of the building is 58'-0"from Finish Grade,with a mechanical screen extending an additional 3'-0"above the total building height. The building has a footprint of 11,078 square feet or 3 percent lot coverage. The total impervious surfacing proposed, including the parking areas and the entry driveway, is about 50,137 square feet,or 13.5 percent lot coverage.The minimum number of parking stalls required for the Project is 89 stalls. We are proposing to provide 95 parking stalls,which consist of 71 standard stalls,20 compact stalls and 4 barrier-free stalls. Access to the site will be provided by a new entry driveway,which will connect to Monster Road S.W. Proposed Off-site Improvements In accordance with the requirements of the City of Renton Public Works,we are proposing the following off-site street frontage improvements along Monster Road:a new 6.5-foot wide concrete curb and sidewalk and a 5-foot wide bike lane in the right-of-way. Total Estimated Construction Cost The Project will have an estimated construction cost of 2.75 million dollars. Estimated Quantities and Type of Materials(Fill and Excavation) The estimated amount of excavation for the Project is 15,837 cu.yards and the estimated amount of fill is 4,879 cu.yards. Number,Type,and Size of Trees to be Removed There will be around 57 maple trees,ranging from 12 to 18 inch-caliper,that will need to be removed within the clearing area for the proposed development. PANNING DEVEGI MOF BEMON FEB 5 2000 Parking, Lot Coverage, Landscaping Analysis • Total square footage of the site: 370,557.76 SQ.FT. • Total square footage of existing area(s)of impervious surfacing: 0 SQ.FT. • Total square footage of existing natural/undeveloped area: 370,557.76 SQ.FT. • Use of the building: Office • Square footage of the building: First floor 11,452.0 SQ.FT. Second floor 10,911.0 SQ.FT. Third floor 11,078.0 SQ.FT. Fourth floor 11,078.0 SQ.FT. Total 44,519.0 SQ.FT. • Total square footage of the footprint of the building: 11,078.0 SQ.FT. • Percentage of lot coverage by building: 11,078.0 SQ.FT./370,557.76 SQ.FT.=3% • Total pavement square footage both existing pavement to remain plus new pavement proposed to be installed: 39,058.53 SQ.FT. • Square footage of the on-site wetland: 90,025 SQ.FT. • Parking analysis: Required parking stalls 89 stalls(calculations shown on sheet A2.0) Provided compact parking stall 20 stalls Provided ADA parking stall 4 stalls Provided standard parking stall 71 stalls Total provided parking stall 95 stalls (Parking space dimensions shown on sheet A2.0) • Square footage of landscaping: 9,428.52 SQ.FT. • Building height: Allowable building height No building height limit specified by City of Renton Proposed building height 58'-0"from finish graded(mechanical screen extending 3'-0" above total building height) • Building setbacks: DEVELOP Required by code 15'-0" CI n.MENT PLANNING Proposed 15'-0"(shown on sheet A2.0) OF RENTON FEB 2 5 2000 RECEIVED Monster Road Office Construction Mitigation Description Proposed Construction Dates: The Construction Start Date is closely tied to and dependant upon the review times for SEPA; however,we are hoping to begin clearing,grading, and utilities in early May. We are expecting the project duration to be roughly 5 to 5-1/2 months or approximately 24 weeks. This would put us at approximately October 31st for shell completion. Hours of Operation: The hours of operation for this site would be 7:00 A.M.to 5:30 P.M.Monday through Friday. Proposed Hauling/Transportation Routes: If trucks are coming from Hayes Sand&Gravel,they will use Hwy. 169 to I-405 to Rainier Avenue to Grady Way to SW Monster Road,to get to and from the site. An alternate route could be from Grady way to Oaksdale Avenue to Monster Road to site. Measures to Minimize Traffic Impacts: In order to minimize traffic impacts on Monster Road,we would do the following: Install an adequately sized entry constructed of 4"—8"spalls to clean tires prior to entering Monster Road;and provide water and street sweeping services as necessary to keep roadways free of mud and dust from our jobsite. During times when we are working on or immediately adjacent to the roadway,we will provide the following: Adequate signage warning of traffic revisions and workers and traffic control personnel (naggers). Special Hours: Do to the fact that we will be in our earthwork and utility phase during the late Spring and Summer months,it is very likely that if the weather is cooperating we would like to take advantage and occasionally work on a Weekend. I do not see trucking and hauling operations extending much past the hours listed above for Monday through Friday(7:00 A.M.—5:30 P.M.) Traffic Control Plan: Flaggers will be stationed at entrance to jobsite on Monster Road as they are deemed necessary. E Pp 1N O� DEVE•-.0,/MpF F�ENg F E815 26 � II DEI/4101344 FEe 2 2000 JUSTIFICATION FOR VARIANCE REQUEST REC��e We are proposing to construct a four-story office building and related site development on a propertly along Monster Road S.W. in Renton,Washington. The site is about 8.51 acres of vacant land with varying;grades ranging from 10 to 60 percent slopes. Because the City of Renton Development Regulations prohibits development on slopes greater than 40 percent;we are hereby requesting a variance from this code requirement so that we may develop our site as proposed. We believe that we should be granted a variance for our proposed development for the following reasons: 1. Location of Proposed Development The proposed building and parking area are located on the site such that the disturbance of the existing terrain will be kept to a minimum. The new construction has been located to avoid disturbing existing wetland areas and closest to the access point from the right of way. Locating the proposed development along the flattest areas of the site not only ensures minimal development impacts to the surrounding areas,but also ensures that development costs will be kept low. However,due to the steep topography of the site,some disturbance to steep slopes is unavoidable. In general,the site slopes down in a general northwesterly direction,with about 70 feet of elevation difference across the width of the property. The slopes within the limits of new construction,an area of approximately 84,200 square feet,range from 10 to 50 percent. The steep slopes(over 40 percept grade)make up only approximately 18,126 square feet,or 22 percent, of the new construction area,or only 4.9 percent of the total site. While the building and parking lot are located on the flattest portions of the site, it is the access road to the site that requires the majority of the regrading of steep slopes. Also note that the City of Renton's requirements for right-of-way improvements will also require development in steep slope areas. 2. Proposed Erosion Control Measures The City of Renton Sensitive Area Maps indicate that the site is within an area of potential concellirn for land sliding and potential damage from seismic activity. However,according to a geotechnical study performed by Earth Consultants,Inc.(Report no. E-8971,dated Jan.20,2000),the planned development on the site is generally feasible,and that the risks associated with ground rupture and liquefaction is negligible. The most significant concern associated with developing the site,therefore, - is erosion. We propose the following erosion control measures based on the recommendations of the geotechnical report: a. Design of Temporary Shoring Walls Temporary shoring will be used along the east elevation to support the earth during building excavation. The shoring will consist of both cantilevered soldier piles and soldier piles incorporating a single row of tiebacks. The capacity of each individual tieback will be confirmed through field testing. Hydrostatic pressure behind the shoring walls will be alleviated by incorporating a filter fabric, such as Miradrain 6000 or approved equivalent,to the shoring wall prior to constructing the finished wall. The filter fabric will be connected to a tightline drain installed at the base of the wall to collect any seepage. A shoring-monitoring program shall be performed by the general contractor or a surveyor on a daily basis in order to detect movement in the shoring wall. The geotechnical engineer shall review all readings. This careful monitoring of the shoring will be established to detect excessive movement in the shoring wall and allow remedial action to be undertaken early. b. Permanent Slopes The permanent slopes on the site will be covered with fast-growing,deep-rooted vegetation in order to reduce the potential for erosion. Standard erosion-control vegetation such as Red Creeping Fescue,Perennial Ryegrass,White Clover,and Highland Colonial Bentgrass shall be incorporated into the landscaping design. Please note that we propose to retain as much of the native vegetation as possible. Prior to establishing new vegetation,the general contractor shall use erosion mats such as Excelsior,to protect the bare slopes from erosion. The geotechnical engineer will also be observing the cut slopes during excavation to verify that conditions are as anticipated. c. Site Drainage The site shall be graded such that the final grades will direct surface water from the site ant, away from the top of the slopes. Footing drains will be installed around the perimeter of the building. Drainage behind retaining walls shall be designed the same way as for shoring walls. Roof downspouts drain lines shall not be connected to the footing drain system but be separately tightlined to discharge. Cleanouts shall be installed at strategic locations to allow regular maintenance of the footing drain and roof drain systems. The storm run-off from the new impervious surfaces shall be collected and conveyed to a g ass- lined swale. Per the City of Renton requirements,the swale will be sized to treat the 2-year124 hours storm flow with adequate provisions to convey the 100 year.24 hours storm event without overtopping. The treated storm water will then be released to the existing wetland/regional detention facility located northwest from the planned development area. As the site slopes in the general northwesterly direction,most site water will flow towards the wetland area. Small amounts of concentrated flows will drain,as usual,onto Monster Road and will enter into an existing storm drain facility,which flows west. Any off-site flows from the north will be intercepted by the project's conveyance system and ultimately drain into the existing wetland/regional detention facility. It must be noted that the project is not required to provide additional conveyance and detention systems since the resulting sheet flow from the proposed impervious areas is within the tolerance of the conditions set for the original detention facility. We believe that the preceding issues justify our request for a variance. The approval of this request is the minimum variance that we will require in order to develop our project. Through scrupulous compliance with the recommendations of the geotechnical recommendations during site work and maintenance off the landscaping and conveyance systems after construction is complete,we hope to ensure the reasonable safety of the public and the surrounding properties. We therefore request that a variance approval may be granted for our project. LVf"1 Uv vw CIZ _' OF RENTON • Planning/Building/Public Works Department 7 e Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 14, 2000 Mr. Todd Christopherson Ashton Development Co., LLC 16400 SouthCenter Parkway, Suite 502 Seattle WA 98188 LU&Do-0 2L Re: Monster Road Office Building, file 99-1-14 Environmental Review Dear Mr. Christopherson After reviewing the wetland delineation report and geotechnical engineering study you provided, we have determined that it will be necessary to initiate an environmental review for this proposed project. The concerns are based on excavation of the east slope, which was not proposed, nor mitigated for, in the previous review. We will need to require that the new geotechnical engineering study recommendations be adopted as mitigation conditions. Because the recommendations are specific to that area of the site, we must adopt, by reference, the new report. In addition, the change in project location on the site, different use than previously approved, and additional parking than previously proposed are all elements of your application that might open it up to challenge if not addressed in this review. If your application is complete at the time it is submitted the environmental review should add about four weeks to the project approval period. This estimate includes writing the staff report to the Environmental Review Committee, publishing the SEPA determination, and the appeal period, but assumes there are no appeals filed. If you have any questions, do not hesitate to call me at 425-430-7382. Sincerely Elizabeth River Higgins, AICP Senior Planner copy: Jennifer Toth Henning file 1055 South Grady Way-Renton, Washington 98055 £� ..ef.- , .' . �' m.,: .r ,,,,,v� yc45: 5,x,..t � .P..x-i,o,; k{ w vAle,,,,, ^• .;: , r..f`d" th s " :.�„` ,,-v-;s"' s"c;-R! f tY �,vi °'."., i. !; , "=r 55 1 rY -iP i `' T -9 "•" '; 'f .-.. 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T.:....T.....:.ra..... :w ,..r .}.y;5• :;4? :::?i: tiENVIRONMENTAL +: '�" {4.:M1 v'''OF:�,.,,,,:,....... :..... :.:f.-.:;:x-T:;:.::: r.,.:,...,,t*:.;,..:+.::r ,W::4,:•... r.a.,0:: - .1,:15-.„.74.,...,n..; - :•:::•:.:..::. .r.J}{•... ,.fi. ..: ....:.....:... ,: :...::. :+...::::.{:.:,.:r.{{..:..: .:....,..:...r:.;,+:�{t.. ..::r.:.:.�, ,..:r....v{••:::r{rl/.;:.4%i},. a,:'::Ra;a•:;;t•.,F:.}.�:,..}.4.:�,.�::••r ..---- •_.,_-... :F..r........4.v /. ..fi•f.:•:f..i: 8•:w:::::,v x.T}::}t..a:...}..x..., ,v,•}.::xF.k::}:}:.v:..v -,. .........p.4:::. ��r:..,.:...:.:..: n:..........:.................:...:..:..4 .+r{,•r}::{t:#,::::..::\•::::..:•:T::.}};4�{.:k.�:{{4F:{t{•}:•:{;t{rr}Cw�`.h:�........:............:::nr.,..::.\,.:::kk}::::.s::::.}.".•....{{v;,r/.•:::sT:nlF`r. PURPOSE OF CHECKLIST: . • - • The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies - to consider the environmental impacts of a proposal before making decisions. An Environmental Impact ,. Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the . quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done)and to help the agency decide whether an EIS is required. . INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your /� proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the mod precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write"do not know"or"does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems,the governmental agencies can assist you. • The checklist questions apply to all parts of your proposal,.even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. • • USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not • apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). • • For nonproject actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer,"and"affected geographic area,"respectively. DEVELOPMENT PLANNING CITY OF RENTON FEB252000 • RECEIVED � ��^- �"zjac�"' ? '� -n,,' r.• "F�+ �.n �;. .��-G. 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'`�,:_'*, ,e.. + d-,",;'„n t .:is�, ,,^£:�:E: r X" �' ,a`i- �`-,`�.i"�..a :,,}r`. :af^1. .'-dr ';,a'+T-M:14 tilfg1""ieil .:rt; <,r.�y I-V- =�,,�r,-- 44.. fl si �'3.�° :,xf 3. a}' r r •F•�. x 'Z r7Yzi^` ifi'�->.�;1_' ��k�`f'•'��7�n'4-�1r�;�`v"_i^�-�,;�- "' s ��>�"�r�s �;��-�" ,ir; E��'`� '�d#,-'s. �(t' �,,,'4�'e�+xfs�s '�#z �� `" "aSM1+, P .tr- '.- w' ',w, rj-r z 'nG'�. „r4 marts 441 H:�7"^7 i;. C'.. F?Yo .Z.- , ',.r • '' ` ,, si ame of proposed project,f applicable ;w' ~:r.:1:sr - Vie. ,zs,4y � vt•� yah , ,rf^. .Y. .n "$-+,.:,>^ .�v-. 7•eb. ' _:� . i ,t :w,t ,�� ..,,,,�,.. , ".'39 _ °S 4-17',.`'.4K .�, 1 pc..ty.".,' ,y ",s. -? ,5;.. �.7., 4. :.e4 l -,'a.;., a *Ry ".",ilt?i-q.,<pcT _, . 's:t :.�.<ya'-a ..3, -„4: • ,g - -�i*�e. ; 1 S;�' 5,,. ...5* ru .-az •" &�k .,.;•. .44,�,.rc,wS_:...-:tc? ,y,.- ,•b•. •{y ,�• C: r. .'��= � • ,:,"�•',� ..r`4=� ''��.'yi,'.r:. 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Ste. 202 Bellevue, WA 98004 Contact: Arthur Chang Phone No. (425) 827-2100 4: Date checklist prepared: - • 2/17/00 5. Agency requesting checklist: City of Renton Development Services Division 6. Proposed timing or schedule(including phasing, if applicable): Construction to commence as soon as building permit is issued. Possibly 4 months from submission of site plan approval package to city. 7. Do you have any plans for future additions, expansion, or further activity related to or-connected with this proposal? If yes, explain. Yes. Tenant improvements to be constructed as soon as building shell is completed and tenants are determined. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 1) Geotechnical report no. E-8971 dated Jan. 01, 2000 prepared by Earth Consultants, Inc. ; 2) Wetlands report dated Jan. 2000 prepared! by Shapiro Associates, Inc. 9. Do you know whether applications are pending for governmental approvals of other.proposals directly affecting the property covered by your proposal? If yes, explain. No. 10. List any governmental approvals or permits that will be needed for your proposal, if known. • Site plan approval, building permit application, variance 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. We are proposing to construct a 3-story office building with 1 story of - parking. The gross building area is 45,000 S.F. The site area is 370,558 S.F. 2 i '"� "��``s "f S S"' S� -iS { .t."�' "SY:-?.:r`r$+ "3 x5'-,z wr�.•a'4'at5: t't c7 a T.,-Z- '• 'x,y# s-te .,a. ;' v.rA r ,5".r,. '�.-'T :, - ill* .-e -..';..• xi isA;'' t w -i-r .� 3,-V '#.,t; r }_ *,- ;74`*c. .a w P -1-�5 etc .,- ., +.Y 3.'tl- x-f -'�Ly1 e s�5y e e- 4� �^ + x "A F''�-t...r wr , t#r 4 ".: ,#, } } '�. -, � :<,s ✓ ' rL x ��'. v 1.. . I. 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R , l Hai wuld r.Aver,a :pe area; rovide th n e or •s un:ar es �� ,' ;r `S,ely -.:s nge ,�,.._a.� �"' p.�,Pro ° ,.s&.tL-: .' 'r �a5,' `' y.�Yir�,.tro ,+,� sm`rJ^'e� �s?'.' ':�i'"',.'' !{tsest eve': • t,,j ff. •I he sit Prov n, s n v p, a p : :`, � .;r , .,,�-• e(s): ide ,a ,egal „ to ite a unity a rid #opographlcma - ;`ty,.a.i.,4x.P r us�w ...e=�'�. ,..laws+: ors: ,;�,c� aX ;A.7��-'_`�` �. r. .:ems_...�.:.'.:..:. �':• ,-�' :S:..c>:�-�...yra;y 'f`�s,t",�+�t"'S4�,Y .,r:''�`<"'sY�a't'.�^a . r�� •- � �4>'�' t,, .:,. ,' µ-..:; , plans.�uired:by:the.. gency 0rou are not .vls O :: .:... �.,. ,..._,<.:,;,:.. ��easonatil ',available. �ile�:you�fiould submit'any a I a .:_.5. la-;e5 ::.r"f.'a i.::�v;,.7v(,•Y.-._ 1 Y Yx :plant .-.td-F'Tc'` '7::'i` -.j�'t.v \4.(�q'A`.�'.. : �= uireii to ut licate`ma _ _rdetailedplans ubmitted h an rmit•a` �li_cations`related to this :..a.,.�z:: s;. ./y� {J� o S .�..1�{l .p.:� .. a y��e�! ti .Ps�`� •" ,r,.tc. - -_:•i,...Sv { ".""`,-'^�:�X. . . .ma � _�� ;...,�....'i• - .:f'r: . . : .-„.checklist. :.. .., :'! rS.r; •Y -Tract' B - Oaksdale_business park;-:Renton,- WAS:. The site is -located-:;in --_ • that--portion-of the nor-thwest guar ter--of--sec-t-ton-;24.,----town_ship-=.23 or-th. y range 4 e.ast, :W.M. See attached legal description, site plan, vicinity .map, '. B ENVIRONMENTAL ELEMENTS and. topographic map. _, 1. .EARTH a. General description of the site (circle one); flat,.rolling;;hilly, eep slope zmountainous, , : . . other . . Relatively level plateau on hillside. Hillside has steep slopes. b. What is the steepest slope on the site (approximate percent slope?) Relatively level plateau on hillside; hillside has slopes of. over 60% c. " What general types of soils are found on the site (for example, clay, sand,-gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Per geotech report no. e-8971. soils found on the site are silt, clay and silty sand, overlying siltstone, sandstone and claystone bedrock. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Excavations of 16 to 25 ft. below existing grade will be required to construct subgrade elevations. Up to 18 ft. of fill will be required to raise grades at access road location. Source of fill may be native soils that has been aerated or treated. * Continued on next page f. Could erosion occur as a result of Gearing, construction, or use? if so, generally describe. 1.5H:1v • Maybe fill slopes may be susceptible to erosions before permanent vegetation is established. g. About what percent of the site will be covered with impervious surfaces after project . construction (for example, asphalt or buildings)? - 13% • h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: -Reinforce pace of fill slope with a geotextile fabric -Cover permanent cut slopes with fast-growing deep-rooted vegetation. -Installation of surface or subsurface drains, if necessar . 1 3 B. le) to reduce moisture content. Otherwise, fill from off-site sources may be required. • • 1 1 I . i `^-. .e., *.^ 7.-.-- t. s atY< y &..u" N#e+'--i"Fr1 ^v.^''`x e'�C s• V P=y-„`it: s., r =� 1--V - -x '"` Lt..„„,....io. "ate.. � 3•��' S -r.�`}:.,, r x z"'E ek any '� Tt-,- 1 ..., � 'SS-'4e 'V �? ` -r y""-^.'� �`+ 1'r�� f. r�,r �;1. + artF t - 2 r a TO,i s r .r ,,1,r u _ x F L, a (a iY xf x y -K" ,. ; 7•-.- ,tx :v r t � t 3 Ce 3r � i ',-:>J t L:c rt' s J f � a r � •a,y -• � .S 'r j 5.?.." r ] '� 'T. !,. 3 a i '�f 4 's' s �s ] -r.„ t' t`, x- 3 t ., U'. �.`� ^r J.1 r t'a 1";- vx a .}a: $'' '` e r t+4 Rc *.roy �"�''" r 3 � xx • '4 r ,.. r,a'4t -,�,,..:., ,� r— , ts5 fz... 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M.r'"a+ ^5' s. $ .r<-n.'y Id t " . d�a+9lG.^�s L' S 3$` 1i .+- f.. 4 3a•`Syc,..S er F£� -s6 ,r—sue d. ,' 'i ". 7 q xk••' a ��sa ur y a. - `' • ,,,we t 'a:+x -- s ,4 - 7E r _,V .4,... x _ Jo."� •�`�.->,.r;. <: - :r `��y'�4 '�`" `,,,,, .tM; ,:"+:3'�3 f 1�-�z.y 'z a = - at pes of emissions to the vair Would resu from the:proposal (I.e �dust,'autormobile,_ ,< t$"S�>sei :X - ;tY-' s:s::- •�n,;..s: - ::N-,,:,.-P":;r,�Rt']�!^3�:`�->.w5r'• _ rF.. `�;�:: ,, Y= G v-V ; and whenp project co >,_ ° ' .:, i ..,r::, ;.; ors grid--L-lwood smoke) unng construction thep t is complete a?)f ,tr -_ ..tli:.•-..."i '.:+..:�.1,^-._'..fir. \:: :ti - _ tv�t.,.. �'n'i e311 ``..�� rvf'�4Y9 ..��. �s•:�:. =i-- =n enerall describe and �give-o' roximate`quantities if known. .•"�. �;i��•,ve.�;+a��.�;.:��r� ` ... .E R.... , ..R_.,Sv, r.. -.� ae. -:�:".. ):;..: sf4e .Y' �t1.t • . 7 �:�7a:'`�3 .n.-1 w,4,:4:. t„ ::r. _==-: .::-rt;=:Tt`z.- f3?i._ A,'-' ,:r.: _ ,: ;R.:-,•if .ry • .... ,. _•. :n .J ..4..T. v -,.L:�+ .lnr..<-.... : � - - is�.,Ati«fit tY .=l4Y r.. .�,.. .�t',.. .... r,ot .v. �'.�:J J ^ ir•_ rays �"�': • ..____ .. .- .s,..._:.1 .';.. a .. „� yr. .?, .�. t. � ust: rom •canstrucioii" 5trticton vehicles emissions. ' `' ' • 4':-''b. .....=-Are there any off-site sources of emission or odor that may affect your proposal? If so, :. _• . . ... , generally describe. . Do not know. C. '° Proposed measures to reduce or control emissions or other impacts.to air, if any: None. 3. WATER a. Surface Water — --'---------' --'----- -..._ • 1) Is there any surface water body on or in the immediate viciniity'of the site (including year- • round and seasonal streams, saltwater, lakes, ponds, wetlands)?; If:yes, describe type - and provide names. if appropriate,state what stream or river it flows into..:. . A 90,025 S.F. wetland area is located at the north-western side of the property, approximately 260' northwest from the proposed construction. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Construction of a bioswale. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Does not apply. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No. 5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan. Do not know. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, ' describe the type of waste and anticipated volume of discharge. Storm run-off to be discharged into a new bioswale which in turn discharges into the wetland. Unknown volume of discharge. 4 i •F t.Na,F. -c�`,,. a`,;:. .r 2„C„ �7-i'�';£:-5-.77'_"" :�4Wt e i _: ,_ '..-: -t= :tryi 'Pi s.�.,- 7'. - t''r• ; T .cr.�', ,:. �:*,t r.5%-ie*;: fr .tea `i fi rt; ti �`- _*4.,;,. .;:',.‘ -• # F ;T ii t x _ xr s .,-s ' . 4 j ,,,h 47 L • 1'i r'f-$r" -. 3 f t .. t..". '"": n s-r- +` .It' , .,r.`sr' k4 { s as t: s x 4 -,�., tt L Z �. t+, '' ¢' ,.3 Kam';- t�t-}. J• '�r -t z+.�'7.1)i h f�aZ t ,�-.t�,v r x r., ?' e t :"4: ■ c` u k -- ,". i - ,. s s1 y a 1.-` x�. y i t'ir:s, '11- �2,-•.�. )•• -- r, it t .'a, i ;SitiY W'- '-', >- L f 1 yf c_,_ ,t r K z,_ A i . ,.:4-,* ej.Z.: sr4:0 it .'1 .• --.1,W c' a.,;. n4 r :' ,T '• '.Y ay'`4s-?c t S 3 k.,7, ' :. . :X •S: ,yie ..,.- -1. :. r ty,;-:4 sx. HE e <-° A. 1 ,-:4 .zt4'—i.Ai; ,.z�.�, •d 3' , �,s z _i. Y yr<r.,.++ .:. s01:4,�'�+'r 4,,, , "a. :a.-A±�- <... W -�v .,k, r.'� a Y�v'�i '". 5"y sr-y'' c * 'y4[',, -3. �= 1-�. f 3•[*s.`�.� _ .,..,J ",`d 5�+r:;1 •},ems, tYi�+L��`.,",��'i^?� �",543 .r �C� .1r•�.•,:- t ', t.F,r: £ 4- c Y' -i ,,: 1'+ ni- ^ +rmia kriVi ��_ t z sc. 'HY'. v iy,eAr gf .c ;+at.;-r o x kn .ft •5 t -,t •ts:; ay^y'�"7,-;- S':..'. �Y,- •,-., � -'� ,�•'z s';�3�a,��,-1; e,+4€�r=':;;-.�%.4�'ut Yy('"N�;�� ,..t� g'� 5.-,r,:*.. -r1�.:�'i� q,�.'rg Y � ,aa.c:�c�;Ce+ft: .�i,f.F��L� � .t t�i S.t i..�, ;. z'�=.-r,�i� '.�±a� ss.' c4',�'.&_,_' 's'''x"^}',z•.,r.,-f+.','�,•w S.3'7"�,4;, f,ry.'ra °1e'`•k�. v�'.F l�,"'.:3::`��`'�°^" '"'-'�' e�-k�x1`' � '<L...3 �, i<�4,'��h ;ern• �.d..., � } �:Y�.t�,C -�,��., w.: f 7x1 .. r�.+ s` `��' '' s.r. * `' .� .-E.c #:^{ r3Ea .fat, :�: ;;- ��'��:�� :, ��,r,� .round"Water, �� y�rr��, _ � '�:�`�'�=�} � -� -0; .�ti i��= ��' -��„.-.�.� �a�' .0 ,0 4- ,t +'-.f;:g .g`�?,'�r t. Y asi,74-'f{y "'. S.- S;N 2,fism- +~c :F,k..._M;;y.av �� ': -S^ nd, ..r x0,1 -_ _ �,st, g.:kit ,, �E.,r :,4 Ids �.. ?'h' or ia?t, .-' p -�.s +1,�u�., �; �,;�� .+� �� N:,:aM -`,.4�`^�c.q��t;�:a �m..!i�.�°k'.".t'Z`,:'r s:��{�rv,"�r�'•.,•.,'��.+ .-.. ��r�''�h' ,a;:-;"'� ;vt-. ''£•3• � '��'��L , � 4 ., --e ` 1) .„�� ll ground water be withdrawn,`ter will water be discharged 'to:,ground water?: iVe_,Z r ', a, :t, 4 iYt"r64,,.: :2�s J C.S. .... ..S•. .:.i:.em s..., :i.•'1.. .5,-• ,.'S-i,','; ?s?v..0l� af" ,4Ap g,,L,;,, 0 :•<v'{;•jx'i . r-..,` -- _„ .trgeneral desc'ri ion :u se and approximate uantities i�known.-m:;_,F;,,,_ �. :_-•._..� . 4 �;. `:•.:• P,:'::"�y v - �!.�)ems:�.'i'f..£�" '•44:nA1 1 �S 4s t4.is ,.;�. .,£.•. " ,K H=. =�L .v- 4. �tir, _ _ Lp' .•t,! g. • r. i ... ......_._._- __'fir_: .F4- _....`..._...__.._..-',-....-.4,..........._ ._. .... ... .. - .. rt.�f, �'�.( • • iV© • ��y .. _ 4, ... _ _ 2) -Describe waste material that will be discharged into the ground from septic tanks or other ' .. --.. .:: sources, if any (for example: Domestic sewage; Industrial, containing the.followin - .chemicals...; agricultural; etc.). Describe the general size of the system; the number of • - such systems, the number of houses to be served (if applicable), ,or-the number of - • •°.animals or humans the system(s) are expected to serve. . : Does not apply. • c. Water Runoff(including storm water): . • 1) Describe the source of runoff (including storm water) and method of collection and • disposal, if any(include quantities, if known). Where will this-water flow? Will this water flow into other waters, If so,describe. — . -----•_-----. ----_. _.•.- Storm water from roof and pavements to be collected by storm drain and discharged into wetland. 2) - Could waste material enter ground or surface waters? .If so, generally describe. . • No. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Adequate storm drain system, use of fast-growing, deep-rooted vegetation. 4. PLANTS a. Check or circle types of vegetation found on the site: X deciduous tree: •!der maple aspen, evergreen tree:fir, ce 1 a , •ine, other . • X shrubs x grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush,skunk cabbage, other water plants:water lily, eel grass, milfoil,other • other types of vegetation b. What kind and amount of vegetation will be removed or altered? Shrubs and a few trees. c. List threatened or endangered species known to be on or near the site. None observed. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Native plants will be preserved as much as possible. Only immediate areas of the new construction will be disturbed. Proposed landscaping will consist of deciduous and evergreen trees and evergreen groundcover. . 5 i `4' £ si: i, £.f'>-nxr' n-; ,',"�VT- ':'"- :zi'-.u.v• �3`- i r erf" ""'.s',`r, -n: ih 'r �Y s- :x `'�Cr. ,c e.%N, �rR. � � 7a1 �' �' '3-�.�� `F�C;fa ^a ip y+��, � �[v- �ttc.' �-�-u;'�`'-.�_' "ram'• '�''N.� -s- �� °� S�.,d ,r. y ,.tea Gam` #t�v 'F'�i+ .!'<,�''X��C 3 7�x::,.+'T y':'?, L• ,_c'^:� 'x'.sxt� 3 r�%v., '�`,�..r ^gam��+" ,+R iAFry.."��..cc.> .r,_ ' �#' ta,I ,•e ,+5' y,�te't ax„,+ C t 3.;+�?•,.. ,y` �' r.,;;> a�i .t: r�j . a '�F �:- c�tti b: ) : - .`•�.. }, � ,t" 1in. � �. , ?^,''tt' �y t L r �� ,.�hta'ti'g .s ,s_t: �.:.- V L.>:�..: J; . v eY�-'«■�,'•wX'+;'F; �!;,z�..'€"�r{,, it��. t s.'t,O'-"': 'r'r 3n ""y- „'a�,'" s; §„v.,..: is-t:..P.' sy a�v,4,`'. '.i. = ,::: TN?;:.yty =' ,t'A'`*t. z77-,� �}n•S-'G':- _`_.1 . R•�1 . ; t440 .4t1 .. �4.?Ewic?+- 'Y-4 �.. Y'=C r 4ii,:t >.a�..., �.f'a�,7 4144 .4- •^J 1kti;-t•'PD&s:�.r .;"":'C` ,-ram a -�- .��.� ,k`� rot: ^>,-. �}t-h�. 5..,.;..>�-',I�"� +''�. w '+��rk �'�Fr`� ,, ,.W �Sx'..,,t,4�v��.�-.��'� k ��` 3xi. -�'�s, ..�: �` aY ": - .=5:;,,,_'a£ritil e:i.''1' i�._'s4�'�, Vic• '4k'`^ ivk' '•`2' u t `".t,, ea v' .s'a—,s ,r- .a=..,,t'�•�,3s"dit2�i a-'.�i +F a s b, c�:.,c.. r�.s� :i: yr'.+r �' .: f" �• �� a 'SF ,us-.. i {crt +, n �: . s ,rr•�, r>. IMALS �. 4 Fg .44p@ -t- ={'rz"}'T, 4Fr- $" :Sa:O ,-+ -.{( Y"s� '`• r. - ', V"q!� ; \0.k t Kx{._�+{: - •✓ _ - '' " � - c3` r * f .'2 ,P"`i'�: i�•F,'w L" 4 �-,'3 i.4� V5r1WaZ �''`,' -7tt..? ;•,w-4's, n-•tx, ,� '. `"� ;:< ,�;.,.,,.� ,> �. xa':;r-+•rz r fr.` �':;-1,1 fe xtis- a �'. dg '..x r?�7z:;.,�..,:��:�:LY- .r-'k'�x .:� ''?-', a::'>'. l-_.:�`. �„. .._ �'•-,�{i �� "�. � '39 �' K'w ra'"S',* S" -,.-�`c- -� v^°'�_ ,s^:` . � e: Circle an • rds And animals which ave been observed on'or near the site or are known Y i { . ..:. ram'' ..3,,.t, any • site:- };�.:.� �;.< be on or ear the - �:...- - - +'Wg -:$., • .y�a'cr" :',tie":"s ,.r -.�i7;f..xxr. - Yn, s' ,S�Yi, ,_;n�+i.j!;9:,, _.1.. �.J . wYo -f .a'... - .1.•,"�-.'�•r�-'. ni�J:-•Y.: • 1: • rob ins _ _ hawks-heron, eagle,songbinis,�other P > n `_ e , s' ,+"f:j c e 4 ammals deer,-bear, elk, beaver, other,Squirrels ' Fish:bass,salmon,trout, herring, shellfish,other None l.,• - b" List any threatened or endangered species known to be on or near the site. {' None observed. . . C. Is the site part of a migration route? If so, explain _ -' Do not know. d. ' Proposed measures to preserve or enhance wildlife, if any: All native vegetation to be preserved as much as possible. • 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy electric atural ga oii,•wood stove,'solar) will be used to meet the completed project's e ergy neeas? Describe whether it will be used for heating, manufacturing, etc. Electric - Power and Lighting Gas - Heating b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Project to meet requirements of NREC 7. ENVIRONMENTAL HEALTH • a. Are there any environmental health hazards, including exposure to toxic chemicals, '• risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so,describe. No 1) Describe special emergency services that might be required. • Does not apply 2) Proposed measures to reduce or control environmental health hazards, if any: Does not apply 6 ••�"'`F`�.;�hZ, .x rt'e '•t" y :i '..s�;:r a =.-•-"r"`rs` -+it` - ••. •�:� : �. •.;- <tx{'•, f •- ., :+a �, f:Y a#. `a s d'@ 'a+A^ °,s.'ra'�5 }"$ t t' i� "t �R-.a" � Y� .-z- - r - t-�''als c a .r` t �., r_.ss =--^a-t„ y; x! `tty �. r 3 C.�..' '�• ,-i. r .., 1: ,.,r}f:•ysWi ' '"^-µ _, :."'t x-t-. �` f '4'` � x� -. '>r-�"f r ''°u[j - �• rw-+',-`''' ii ,^ £'4.t.';1; ti, .s. ._. ., •"' �`" -" t�'z:-. gi j`.?r;.-'�•:-s='pyx,t '''' `'4f . ce` ` IZZI? X" � s. 4-- t t zz,.,t r'.''�.o'.�° ,:-.itki,�'- _ 8 K�4.14.2a sF-.z,s+,,t tM �{.2,'; rf,e'. ;:•r != �.•t a: tr `:�':s�.r ? _,�,�>� �Yc.. �;; m ��--• 'rr.L: �� , -�� sr�3 1 � ,.•}`,t.sr��, y�'3 �SS'&.�;'^'' .. y,�s t. ,r �l bk ,�� 7� � .•' ` �,,^,x .. .�-�-..� . . $-. -„4,. fi'...a; ..Fpr x y; �, -{E - ..ii 4.i v„F OV i IV ". .r g ir. ,1�^-{.e.41. x,N n, }•i' r, :'igr4,a .= 4. N'•.r*IT +a .',3,C'..;. ,.m �,{.L",�''l��b-:�, E�'��+"'*�# 2n.... �:�-`^,.4-. •:,�i-m'� av ate.,E<� _�`�'.f"Lr � ..� fir- � .#` „d F✓.'r"..1� , m•t� .� .'� ''�'s,• •�a ��"' .vz"t� �y�. ,•t a ,� 3 .'s'f" �'r v. ,�, o;� .e.....��1� � ,r�`ti• '�- �.,i s ;�., ..��,, ��'� s ds t �'t x�d• �!�'1� "=� �J� �'�;. i� �' r. s� �,. _,.:` ,'.1, *, 4- . .5 , ..,> use;$44 . V Y �` 4. t ' "� _� '� 41,Wit � la.: � s� '�. ^n• ;�'w ,,, �"�x y� .� �� „om', t ��; �`:wr�; art'" t�� -��''`z'S =•' _; -��-�Sny•�„x� .- �� x•�•tw r<._x- ."�.,a.- S �3'ns:. - k." � .s� � •: ` n ' `}'`?/`..'�,ss "i.� , ; .,• _. What s of noise e 4 sf in the,area which may affect.;your°°project for.examp1e::traffic vL:.. ;,.5•4j.7`. � �::.�'�.S5 <�F•a•�-i, �t'a-SCia;?.S:�= :wi,s . . �,•.:r.1^n.• ''t�in7 ..' ".::.:" t3'.. :, •.,,^"..n�5j:i at«:3�'y�: 1'.;'ti. -i:'• - - i.•L..�::;::: tiYXh' .�±a_.... ...s...__.:.':l_5..,.cly,•.•,-.s.. tr >Y Vthe' � ,'°�: •h's _ °• .: . }. ,�i� of ��p 1 l''� '�ttc! _ %li' -'-li•' 4.._+ :�{"..._ 1-•Yt• } i Y ai:` 4 vt!� [} t,-mow,. ''.1�'::-� ::`:,".�'..:,.•.j-�,,. E st aff:� c..`:' oY�s�'s" - "',:--_. �;.-'• -- - - y - _ -.2) -,:What types and levels of noise would be created by or associated with the_project on a short-term or a long-term basis (for example: -traffic,•-construction, -operation,'other)? '- LL<_: Indicate what hours noise would come from the site. ` Short-term: construction noise Long-term: traffic noise (very minimal) 3) Proposed measures to reduce or control noise impacts,'if any: • Designate construct time only from 7a -s:3o ,,on weekdays. • 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? - Site is currently vacant. The King Co. Dept. of metropolitan service is located on the adjacent property east of the site. b. Has the site been used for agriculture? If so, describe. No, c. Describe any structures on the site. None d. Will any structures be demolished? If so,what? Does not apply e. What is the current zoning classification of the site? IM - Industrial Medium f. What is the current comprehensive plan designation of the site? • Do not know • • g. If applicable,what is the current shoreline master program designation of the site? Do not know h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? A maximum of 300 employees is expected to work in the office building. 7 Y"Jf�i rr v��'�tPx -�- _.w-:.H w --��.._ �'. �` .:dxs:,:'�+,a;zc$.F�-€;•'.�•-Y Shy-.��a�? �:z-:�. �t -. w tF -'e� '�"� sr "'�i �' ..ate"'" eZ+�� `` �t"�t�-�(''=_` ; .,y ,r° a :i p tt .,..-r4 ''� -r• {w r ,� t z c . " 4 'k tJ h`- A ,r,+r w a 1'' '' is'4 .F *, � a tr-. � � Y. �� . F2 d i s n S {. .4 s F �_ y:. S'',> 1r{ t ?= s t r ,.;`e' t �- t - Y`^' ':5.t•r; ...: -Y's`-t io R& :`•:"'�. ' '"L;-.--,.. r9-"•'a+►xy:�=� �5' z� �•�'�:. ,._�r�^ .�€ ::-•— „` 3,�-. �� a...��1 v.r.. ,�-�,`'x;Y��,Y.�'K�'•',��'�.J� ��<'��-.�*�.ai'� .�,..�n•*:,.` '-�:.,�• Yxr e:?•� � x ,t;�'(• r .gs _ e u-. t ,4%- - i . -.r,..�,..%4- eP i r.,.r� zr Atttr•_ _ 3,''. lt'SI 2 m's:tir-,'-.�.. ,9?1#',. t'e• i � :7• { ii*1 .�° S 3 �'..'"t" ..z�A*' f 3 r1 r r.r.>.r,.�6."'✓ 3' y � 2`•s 1 (`v.?" :1r 'S, ' ;tea}.,," 7 • .2" - s,�., ?,"�' z"'g.•�' k.;.r' r`a. 'r �> a:'s^L nk `r"� � j+r .u`'rr ;�.. r +s -*`• •— '' .K;r z>_ T� i . • , •1 ro mately how any ' ople wou d thetomp a ea pro e. displace? r�,44 u � ,r�. � ft>9T�a oi y. � Y- � ✓ 2 <.-'$: ` •� ' ,t _ `:, s ^ ., �a �^ ; » :3q3 tyFrr�i ,,�,s,.��= ;rr ,-''� .-'14 � • .ray a r ,°'i 1-446,` `'.,>:.. ...a.:f4: .3:.., ' ,; ;•r.r' ;,:- .k:• ' .., ;:pP> .F.], f,! ixy raf n `to .. "•,i.�r rc'.�i. -4t.YY.__ a. .�.? ',> .;"z�; �-' . i;_ .�i�-{ iS:.r.Xs ,., :i_t..f'r- _�:..uf" gyp•: -...e6.. - - • _ Y•i '•.�t; .y •r_,'Y__-..se`�.. Yi y.. g . r e) � ..�-t i-rx: �::..a.>:��ate,-+�� 3=� '.::5_�r•:..n_.5�,,-,.:..: r,�^^'4. .��•,�. '.ss.', v�'. `"r:-rh..':3F�,�>•.'_.fi.��, - <�:,•;>'r _. ;[hrar�r�._a-.pia,tP,.:� . t -` " ", "h;:.} ;,t-,.,:. .,2 ', :. acts if an .. : :-.=: = ro sed measures to avoid or.redrice dis acemerit imp x:a[P ^!. ♦ .y :t'•e '..67 y aty"'.S:, n°.:4: ,-5.w_k.. :.Y.^' Y �'^4.. i+.!..,�5:a�✓✓•sv erl'u.^:4 :: s'%"5� ':r, £'C. •1•5-.�ri • :.... Via.. I. "=Proposed measures to=ensure the proposal Is: :compatible with existing and projected • -land uses and plans,-if any: : ..... • - .. .... . . . Project to comply with local zoning codes. . 9. HOUSING • a. Approximately how many units would be provided, if,any? 'I Indicate_whether high, middle,or low-income housing. Does not apply b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income,housing. Does notapply c. Proposed measures to reduce or control housing impacts, if any: Does not apply 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed.Tallest height of building: 58'-0" from lowest finish grade mechanical screen: 6'-0" high above roof.deck (3'-0" above parapet) principal exterior bldg. material: exterior insulation finish system. b. What views in the immediate vicinity would be altered or obstructed? No significant views would be altered or obstructed. c. Proposed measures to reduce or control aesthetic impacts, if any: Use of landscaping, ornamental site lighting, non-obstrusive exterior finishes and colors. 11. LIGHT AND GLARE • a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Exterior decorative lot and security lighting - may provide glare but very minimal. b. Could light or glare from the finished project be a safety hazard or interfere with views? No • �, "zcs N fr �'�t''- `a .� xy.°+`„-c .. .tv :.Ftr, T ', Y 3..v".n �.+. ..� . ..-,,,,�c rs bN4`scyS..uC�. YPo 4d.. 1.- ,',4 sr" E "'P`y T-r ,'''.4r r � W y .Y ,S, a t r4*.+W rX:5.,e ` !y> sz -. .+ ,`}',Sr ''_ r" ' x rr f;s .,: - ✓ 1 ,• S.s" i y s' , *,5,2v-4til , `t'asi g. r. c - .r' .r• I1� 'LY'"�y t G4£ t k s' feM t "L. 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Y *7- . k %+�:�4:4-kr '�,,, 'err..n °ftt,g; ED . -.ire st f.. .-1:: i3`e., h a"s;` i �}i "t'sfto ,A; zr ' - > ,`.-k-,s fi g"' h.,-_ — ^E 4 �Yt 4. ..,.., vs z, t, t 15 T��:. � � �'�•:��f ''�.s��-� � •� �. �� Y fit, " ,r3� x�.,,,, �-r, ems« �` �5. �� Est 'c �.�'# •`rn 1 _ r' 'TIC at a stin off-site sources- light or glare"may affect our,pro ` sal? `, 'S .'•._:" ' . -..ems.a} - '.,.t': iF.f- r�.T: e,---,..a...--`•.d Y^:r.'.r—__,..,tY� 4 }k e�•� a.p -G •K -q.`. +i'�,`=..- K ! ��e•,.i.; y,� ..•., .... -..Z'r'-i-S,,> gi 0:-, t�y '• y+t�4"., itf:W t`� tk :r ttv ff.:, ,- ,.P°a ix, -''mil ox. .,,;:r-4"1,— IF2r elfC- . =: . .-k4.; 7 'ya,=»w',.,•t b=a&S ',:- :-Fis. .` ��i-�.�_-<.:. 'f` ,j rr'vT,t_ ',,",K ,�, ,+. �{ z ,Flar`.;., r ' kfi.::`� 3. ashx.'C e$ C k:, z,, :•�#,. �,c.a,�r�- gyp.:.7<.�• :,4`a,."-..,,. A,,,``.aF.{,.? _,�s. -.,,:�v...4 '• ,.�rj,>' !:z' ,.Y..y`f:�i;ra� .a. ..,-:�%.,. :.F .�..,t, �L`a'.:,,,;•i't: „�i-%1"r?«� �s -.:�• .. ...�..s3.x •"1 �.�r..,-• ..._s.< _ :�[ `-� :ry• - ;ma;. �j7 `.1,+'.,:_ '€,:: .1�..'r.,q. :,.,,,F �.,-.+,.a • •�.-v'- --�""'--'• s'L}.�,:.7r�"•,- ?� 1`wr�'i'.?t•,_ �±;,�i'+,z,:..�<.�,�di�.r,.z.J`�`. i..,�.�:ss �,t �`.`: nk..t':'`:._t4'•:o�C�•,e,. ��:_.'li;....�cd., i?..:.'i•,x.,�.�' � 4�L:•S.2'FL ;.N�^;.`h: t�'v'�- _ 'r...:a._ 1'�-, ''S...'c.,,'+,.,. *,F.. _ '�,... ...^v.. r.:.: ?��c':C:,;.,.�•H.: a. - s �a, ..� r.� .q i ,.°'c,,.,r�."-�:.�fr,. •#:.•:m:�-:: ,�,.. erg;.' .;.'3..'s.r,�•.f:a•,..t '':1".�.�_'t-:..:•. .pit::^ ':}�,`"4.^.. ?'3-. n4r.•t., �y ,ar e: �a�. .,X.. ':.l`.Mw 1',,{.w r.'7• >S'::n,ry.v:-' •�bb, r;}rr"•^ _�,.�-`' cz.�'�;. ;`'�, 4�C' e'F:..;,.j.. t'h'n;;�s st:', �:us..�r :::r. ry.4,. 'r . t i"�., ..� �_ 77: :� _ ... .._....-..Y ___..... ........_— .t-.- ._.ter..,-.-..___._.._...:....�..r_._.......-:_...- ._._-.:.. __ - _ ,tt K. .^�.. . _ .. ._+ ... .. .... .. ... .... a _...... .. .. .. v..t t- 1.}5 ,bt .„.„szi.: ...J1,S/. 1• 1. ' P ``l,,j -i+e:: ',:,'',4 i "x:: �.:a�:-� d� •lare`im4�acts if�ari` ,. �°h�• -: <d. prgpo light' 9 P i sed measures to reduce or control an _ Use..`of:• low reflective. colors: on building, proper proper±alignment-`of ,'.:. :;.::,:. •..,,: exterior -light fixtures. 12.. - -RECREATION - a. What designated and informal recreational opportunities are In the immediate vicinity? - , The metro waterworks gardens park is within 1000' of the site. b. . Would the proposed project displace any existing recreational uses?:,If so,describe. . No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant,if any: Does not apply 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national state, or local preservation registers known to be on or next to the site? If so, generally describe. None b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None • c. Proposed measures to reduce or control impacts, if any: Does not apply 14. TRANSPORTATION - • a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. S Entry access driveway from monster road S.W. b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? No. The closest street served by public transportation is Interurban Ave. which is about 1/3 mile southwest of the site. c. How many parking spaces would the completed project have? How many would the project eliminate? There are 95 stalls proposed'. There are no existing parking stalls on the site at present. in 1 y' 'as'c' ;c '-.a ''s.. ..eK. , „}. - ,F„•t- '-*eTT;-t� `X '-' .. ''- `rd,E�ss-'E: rL K�34-,r•-- E : �s�s k. >, x'' 3, ' � :' "}'',,,. 3,:a ,.^2*--- .i 4'S, dr t^r f-3'y3 CaJ* g -# �J' °tzt— x 'y' -,-ry- ,. "`� q.: .- xc. • :i: ) ytt'v.- ,s �C, 'F;S ._ ^ 1 C VL ? 1•K4jr`. yy '.'h x�}}"3.:=.1 :f .r '3a r �' _p .f FLw r s3•v C^ {4 7p. !. .rl t ,.. TF i:-<, -'k. ..,!' T� i w, . 'S"�?.i :S „-,.fir 'f dly C 3 X A- `I )- ar r� � "ems s L ^^i ,�.'.."-' -�T .!` X_ s. - x{,t ,• .1, # r: r'n ={'S.:a xa "! .t A 7 k Lx?' •`�"^v - t Y 7yy'?. a . s r4;,, z„. S a. �,i` ; :• } -; .;s. _.`..p/ :f` ••4, :r ;..i�c.�Vr S'-a,'k 'i' '?*1,- S c i.b 1 _ c - r ;i-,L €.t - x :" , M ^�. es.41,c;1 t � '+ �"e_ �f .L�� 'n': .. ,.,:.,; -Pa x 5W;:' t ...,xr K f,�;.,.G.r^.�'*:s: .r,, :.,.: i�. . .-+" t .` 4:s .' F• 4j _ F,Sz, ?k. - rier ,;s x x;. .a :a:�..,.��,n,,.r �a '.:s-.. t e�.r.,.�'.`�'� �.r f.., y R;�`,4_,::t.� nR}..�. v-I ..-�.v_ ,r.if. ...r '��::- `lf�•- J;r .�-a�-Sf'•' �'z �a. a� �, � -F+,�� t -,kw _ s:t"s y* t'y^ .Y,1.::: '-': tr.y. ': EF• v 'r ty,u' "�""; k?✓ter:` '",,r, At, �d�. ; 3s�S-C� }} �.''r' j'`*'.— ',r i�.",-, r7iwf f3rc�'F5' z 'a`..3.'--`. �ts ,v'w' .a ea4R# .Y4n 31 . r-,.. +"'�e K4' -vs^ 'xY + .� ak5* 5 -�e$ ,x'.. 4: ^ ..01'hs ,yx Ma l t .s i-W,, ''r' ".3 •'**::- `G:4W t` l N t n k a :; •s 4aWit4r At: 1„'a a�';*'.. ,*, I' r" s >xa y" - 'x -. Y'1.W1 IS, 'gait, .,_ M,- a rE'w,rJn +k':' r f*�?t`- 'h ,'r"r�c;.� .t /-'.A� +�" il.fi;id_nr t � -,vwxt• m i .;, y ti.ate' ,;"- sr -'`�"f f s vt 6 .,.6-y . ,, 3:,F $k G ' i•e -`': 7r s'. 3` -s"E t s+.Are -1•.-- ,a ,�• w ..d Ill the proPosa •wire- ny" ew •a•s or.streets -0r m, rovements to -xisting ma• er 7 .' `- .. 5 ;, 24,H :yr 'k 555,TSh Fi ;..;,,. 2.Anri" ,w4:x,. )n.0 fs^VI,-b°,:..ek:in t,S.-.,4.i tiWfihl[r'.i.A4KX•i'a-i., 4'.i. "'.d,: :ttY, .t,ev rR,znr Erfv4?-�•7.,,i,';'''y f k .t -`- - 4:',. �ei,.M ,s streets��not_includin rivewa s?rn<fso,= enerall sdescribe ndicate•whether;public or f. '.::f':�c.. �-1- :iti� -3, ,i5i,fr. .5.�'v.l �yi'r�p ...'n�','{1..:. w-'•.� ',...,.+Y,...P4 _ .Y�..Y�1'. 1 -"'%'sr ^s.$r •k �. ;,y,4 ..r. ?ic ,.�-i., -7: ..: ;:....r ;,_z�:=<.E. .a-.,.. ,. ;'rig - - .. .. .. . •:.: ,...._.:,. .....:._.�, nvate7 Vie;:,:i":�j` - - - - _ °�'s�� ";� -��'� r1 �;:�:�.�° _ � ��?�T. i,�; ti��t<_ �adlt _,i �, _�„' _ „�. 4r.:.}:. - ...4 .7+'. 'f"`.� ltiy!:_ _ �F^�`sht .W.�:N:Ir'.''S�i`r„"�' 3't'4'� ti, s p'�-t: .ate:%. +Yi'r' 'lt"; 'r :y. ti� .) 1rt ie. "O- _ :i±';;'';k�ritoi��s'ta��'arv. ds-.,. .,iiti!h�'�e.-.:c:#ts� �• _,,(LL �.� _ �. �," •11- .•'4a, .:i'6r_. ?i.-' '.r:,,� ?:tit^=!':..,-xY' f��+v4. x 'eF.':c -.bicycle 1 e :in ,.the �t`w�t�':C� ;G' ��:_,K:,..;., x�. _ :��_ w� ;�_. e. -Will -the project use (or ,occur :in the :immediate :,vicinity of) :water, rail, or .air ;=: T•,'_. transportation? If so,generally describe. The -project'-is"in the immediate vicinity_____ of Burlington Northern railroad. f. How many vehicular trips per day would be generated by.the completed project? If ::s known, indicate when peak volumes would occur. we do not know the number of vehicle trips per day that will be generated by the project. Peak volumes are expected to occur at 7-9 am and 4-6pm during the weekdays. g. Proposed measures to reduce or control transportation impacts, if any: None 15. PUBLIC SERVICES • a. - Would the project result in an increased need for.public services .(for-•example: . fire ' .protection,police protection, health care,schoois,'other)? 'If so,generally describe. No b. Proposed measures to reduce or control direct impacts on public services, if any. None 16. UTILITIES i a. Circle utif '- current! available at the site: electricity, natural ga water, (lb service telephone anitary sewer septic system, • - . b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Power and gas - Puget Sound Energy. Water, refuse service, sanitary sewer, storm sewer- City of Renton. Telephone - US West *Trenching will be required for power and telephone. Installation of • water, sanitary and storm sewer within the site to be included in general C. SIGNATURE sitework. I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non- • significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: • Name Printed: NAVY)Y) 1 U PA! 5/U • Date: 0 2/2 1 /0 0 10 x '''i' x :; -4V s ,V-Fi -.:: f`' ''si u; :: i r -ilk'z:- • ; F: >a - ' --• . rn-:.ZrS 'f,,..- t' ,v'-'-s r ''w'• a ' :: �'+��-.,.. Y�i- r .v >.* aqt r - n t� a- 3 E P"^• z s. +„ f -s. .t '4 - � 4. r��+.ate+,, a r•-,• \..y�y �( �5 '+.- t ^y-' -'�s+.s„ `�+'�'t- .•-t" -f f y �' �'. 'k Y h i4y' >k`Y 1 :4.'. "t, 3 a^ f i .q .f y t p- A -•., 1 - ,,,- x '� xr.F,J •rya -1;. _. y; t; u . yr% •r { i r•.- -• 4 4*. `' ,i; '`;:;•' it a' t ;I ^.ri. fs. s t.Y Y+�s -� y ,ass. .. „•,,' .a" ',75Y "-'1-74'y""y -S `.4 -'S"Y9 l - s i--x ^u -"-`d''#,,;i: t'S' 1'42:4;4 t`f q- , $4p' i.;: Z4 , c�'`.+•rie ,n , _ t -L r _�x+ ..s��7r^',. :-Ad'11'7.:1 ( � �• K;\F 'q-• ..t•. v. a� ^r x .'s+- 2r s ..'may �. .•t. � s3a...,, r4i« 3. `hi;. Mx-. F A;-ems , l'v. iu a ,fig �- ..• ,:s-... T�' -s' 8 a. -q'0 a.'t x' r.�s 'L t. p. tF``iLY�; L '�z tst414',- `.... 4�' ' f Y•{ 4•c-.1 ,y $�;.,-4 't*," t-�1' ,- -•7- . "`.. r'`-2',` 7',.i..' 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How would the proposal be likely to increase discharge to water, .emissions to air,production, storage,-or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the.proposal be likely to affect plants,animals,fish, or marine life? . . Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: • 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, flood plains, or prime farmlands? • • Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: i • 1 11 -,,,..--...-,...1-4.,,,, v.k.,,,...-cm.„..4zr...-r...,-.,-...1E,.----...gi,....V -',,,-..--,-,1,--F-R-...,4,-,..1,--,...--. ...;.,,..,-...ir--,.4- -i'4.-1.--,.;41 .,.:74.-V- 0'' -7",;,-.:-, 4'2"i-',..t.W-J-,itief-T-T4.-...*:.f...,--4,27.1;,•"?.''Ng''''%:-. 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' ----i•O - "- ,--, -*A.-4111'°e-us-.41% ....7"ktg*-' Z$41-'- - 41:.-- • ,A:ztAt.1=-•";.•''.217:4•PA:A44,1_,-.-1,-9f;Z,,P,,,,1•4:4--, ,'.4,,,, •aA, t...e.,;-,, ' --,,,,,-'-t t,tk•Al,k;c'' -k-` Tt.t,_ .. ..,::4x....7v,,tp-itat,..,z,za • ...„,,,,!..,,,,,47,4,,,,tm.--..,...„---4.e.....v.:f,,.,,,W.,4",,,,t,,. 'W.,2,*1.7:14 ----''. ..1-.5.4...`"'",:,:,,,..','.,.,'z.,,,kV?...°.`,4.. -,',. 1,41,,,riti,A-7-4, .5,,, • F,-1,,,t4'',1C4--,P31-,•,,t27,3R,,, -- -,-.4_v ''',".710-,?_41. ....1.141, , -'reAtt:E44-1:1,,,.., j4-k,tdi,;.:1,-:,,:ii;t :..:VPA'Zr.,..,,Vk,;-,A1.1,.`, ' 4..----*-91-cl--..-24---7-5,Yri.", '.. • ' ,'S6415;firin.-..';11/' ..7:, ' -.-'d,,,6',..4-1'1• ,I..'''''`1....‘141...-0Y....,,..-....c,..,..57-4_,.. W.-in kr,=1,-..,E1-2:y. :,,.4`--,-.1 Z--,,,t A tf,iott,t•:,.'4,,,,IS' =<7.`-;',',,,,-N.cr,-1 2,4....-A17.7.'-:"-,,..4'nr,-",1:-.3, ‘,..).-:.'•-...",.. ,.ii. '4 . ..''. -,..:-..,,',;'":-yr.:z`lj7e-44.14•:',..t...,,.--,:g. 1-^"4,--,-',,t-L-1,1...--,-.. ..M41:_fr,k Ar-',4,-",'S.'-`r...V`-",'`-',-"'"'':',':''...1"1"..."''',"'Xr,4-fr'-',.?-.' ''`::._,'".i...1,2%7"-',., 'r ,.^ ' " ''' - ' ...*"..,,,,,,-.., , FX:2,..1s;-, ,'t ,74,t/41.`41.1.4V.g.,:e-r.4-14,..F,.', •LI..., ',L.!.",-.:4 7,,a'',...','''"..,•'e ..:', ',.1,7,-4-61.k-A4 c ^•- ' ' - ve, ,,.-4-.1v,,t„.p. -Proposed measures to reduce or respond to suchdemand(s) are: - -•:,,,,,,,c--, ---- _ _ _ . • , • 7. - Identify, if possible,'whether the proposal may conflict with local, ;state,•or federal laws or • , requirements for the protection of the environment. ,, •• • SIGNATURE • I, the undersigned, state that to the best of my knowledge the above information is true and • complete. It is understood that the lead agency may withdraw any declaration of non- significance that it might issue in reliance upon this checklist stibuld-there be- any willful • misrepresentation or willful lack of full disclosure on my part. . Proponent: Name Printed: • Date: • ENVCHLST.DOC REVISED 6/98 • • • • • 12 0 Chicago Title Insurance Company0 Seattle To: Linda Evans Coldwell Banker All American 622 S 320th Federal Way, WA 98003 Dear Linda: Enclosed, you'll find the 300-500 Ft. Radius you requested for the subject listed below:. 242304 9121 p�P c*??4,/, A PF� �F'9�'�0441,,. Thank you for choosing Cb'zago Title Company for your title and escrow needs. \`" tis"` " `\ \\l Sincerely, &-k\‘ '1`•\A\.\ \*;\'`\:k\\ \.\\`'\,<.\ '*\\,N,„ ‘;\\,.\7,, VAN \VQ,M\ A\M :1 \\\N, \V4, .,x,2--, • \;\: N44.\:\r `,‘x-v. .N. ,N, \ c.:.\\: \`ti\ , *, \ N Charith Varga .\\" ,\:\\.,,z:.,V,,,,,:\.:VR ‘.;\.,!, .\\ss,\...\`\\� \\ THIS INFORMATION HAS BEEN MADE AVAILABLE TO YOU BY: Chicago Title Insurance Company IN CONFORMING WITH THE RULES ESTABLISHED BY THE INSURANCE COMMISSIONER WHO URGES YOU TO SHOP FOR THE BEST SERVICE AVAILABLE. NO GUARANTEE IS GIVEN NOR LIABILITY ASSUMED WITH RESPECT TO THE IDENTITY OF ANY PARTY NAMED OR REFERRED TO HEREIN OR WITH RESPECT TO THE VALIDITY, LEGAL EFFECT OR PRIORITY OF ANY MATTER SHOWN THEREIN. DEPT. OF ASSESSMENTS ' 4,54 ,,.. : ` uv Vv r��;r r,d ti' ,^,7'" °A SW 13-23-4' ��_. /ear ��Si ° ,o \ SCALE I°=100• \:al ni 4. 13a6.e2 NOT-zs-,o,r '� .! 'r Va.o •�,.,,f\\\ I ,,, a 916600 CENTER z/9e•W2 r�°4 �i ----- \ p �' `e f p �f ..WASHINGTON TECHNICAL DETENTION S ' 1\ rl,y,s�r \ k I v-. -i J` m "'. .,a°:,,. 3 y4,o \:() ,�F $ _, _____t i III I+i r Y \\� y°^•. f�,� wN >. , J+ - I �0.18 ° �+ a is / �d'e g I le r ` ; %/ cI• �'=y arF��.° It P' r�> ° rQ f a, / y` , ° I . - o \ 6 �1�• e, „ n✓/^ T I ig - rrr ,ter .l\T./a t• .ti 44 °oe o y\4 �/ i , dI,r,. ,.,4C.1 1:O tx:2;.!\ -- , �� O \ ,.,, ': // ...' -- . ,,,,/! . \ / tkc ii . NN N t— d4 ` .� --- 1 --- N Z // =: • g ., ?,. = Na rI 1 r?� k�o \ ^ys 'v s pae.;,J f`: 'r.- :, ";: —'''�- .e, �' t, ` 6 gi { r L�r. \ \..yy \' `�-1- \� .\ "col, .. w�ai ,f°c y ��}\\ \\\�� o. ' \ \ fir\ 3}� \ Y (9. 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'-,_ '''\ \47.7. \ /. \Y" %e��'In �'-\. n \ ��Pfl ` �s c a V 1 I '�\ g = METROSCN PROPERTY F PORT = King (WA) ********************************************************************************************** * Date :12/16/1999 Prepared By : * Time :00:00:00 Prepared For: * Report Type :FARM.TCF Company * Sort Type :OWNER Address • * Parcels Printed :13 City/ST/Zip : ********************************************************************************************** ******************************* * Search Parameters ******************************* Parcel Number. . .13 242304 9044 242304 9078 242304 9081 242304 9008 242304 9097 242304 9006 242304 9114 242304 9123 242304 9122 242304 9120 1 I ,* MetroScan / King 1 * Owner :Eland Building Ltd Prtnrshp Parcel # :242304 91210 07 Site :589 Monster Rd SW Renton 98055 Sale Date :06/29/1990 Mail :PO Box 80187 Seattle Wa 98108 Sale Price :$482,405 Use :506 Ind,Warehouse,100K+ Sqft Asd.V :$9,136, 100 Lgl :STR 242304 TAXLOT 120 POR OF NW Q:NW S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories:1 BldgSF:223,850 Ac:10.82 YB:1990 Ph: * MetroScan / King I * Owner :First City Washington Parcel # :242304 9044 00 Site :1110 Monster Rd SW Renton 98055 Sale Date :06/26/1991 Mail :700 5Th Ave #6000 Seattle Wa 98104 Sale Price . Use :931 Vacant,Industrial,Less Than 1 Acre Asd.V :$63, 700 Lgl :STR 242304 TAXLOT 44 N 609.118 FT Q:NW S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .36 YB: Ph: * MetroScan / King Owner :Jefferson Smurfit Corp Parcel # :242304 90�08 04 Site :7001 143Rd P1 NE Redmond 98052 Sale Date :06/09/1987 Mail :PO Box 479 Renton Wa 98057 Sale Price Use :611 Ind,Manufacturing,Paperboard Boxes Asd.V :$11,156,287 Lgl :STR 242304 TAXLOT 8 POR OF NW 1/4 Q:NW S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories:1 B1dgSF:147,300 Ac:10.16 YB:1956 Ph: * MetroScan / King I Owner :K/M Holdings Iv Llc Parcel # :242304 9123 04 Site :*No Site Address* Renton Sale Date :10/29/199.9 Mail Sale Price :$242, 000 Full Use :933 Vacant,Industria1,5 To 10 Acres Asd.V :$329,300 Lgl :STR 242304 TAXLOT 123 POR OF NW Q:NW S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:8.50 YB: Ph:1 * MetroScan / King * Owner :King County Parcel # :242304 9006 06 Site :1200 Monster Rd SW Renton 98055 Sale Date . Mail :500 4Th Ave #500 Seattle Wa 98104 Sale Price . Use :622 Ind,Utilities,Public,Garage/Electri Asd.V :$14,194,1500 Lgl :STR 242304 TAXLOT 6 POR OF LOTS 2, Q:NW S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:39.00 YB: Ph� * MetroScan / King I Owner :King County Parcel # :242304 9006 06 Site :1200 Monster Rd SW Renton 98055 Sale Date Mail :500 4Th Ave #500 Seattle Wa 98104 Sale Price I i Use :622 Ind,Utilities,Public,Garage/Electri Asd.V :$14,194, 500 Lgl :STR 242304 TAXLOT 6 POR OF LOTS 2, Q:NW S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:39.00 YB: Phl: * MetroScan / King * Owner :King County Parcel # :242304 j9006 06 Site :1200 Monster Rd SW Renton 98055 Sale Date . Mail :500 4Th Ave #500 Seattle Wa 98104 Sale Price Use :622 Ind,Utilities,Public,Garage/Electri Asd.V :$14,194,500 Lgl :STR 242304 TAXLOT 6 POR OF LOTS 2, Q:NW S:24 T:I23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:39.00 YB: Ph: I * MetroScan / King * Owner :King County Parcel # :242304 9006 06 Site :1200 Monster Rd SW Renton 98055 Sale Date Mail :500 4Th Ave #500 Seattle Wa 98104 Sale Price I Use :622 Ind,Utilities,Public,Garage/Electri Asd.V :$14,194, 500 Lgl :STR 242304 TAXLOT 6 POR OF LOTS 2, Q:NW S:24 Tc23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:39.00 YB: Ph: 1 I I 1 I I The Information Provided Is Deemed Reliable, But Is Not Guaranteed. i ,* MetroScan / King , * Owner :King County Parcel # :242304 9097 06 Site :1200 Monster Rd SW Renton 98055 Sale Date I Mail :2040 84Th Ave SE Mercer Island Wa 98040 Sale Price I Use :622 Ind,Utilities,Public,Garage/Electri Asd.V :$1,406, 6I00 Lgl :STR 242304 TAXLOT 97 AN IRREGULAR Q:NE S:24 T:213N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:10.76 YB: Ph:I206-296-8687 * MetroScan / King Owner :King County Parcel # :242304 9078 09 Site :1000 Monster Rd SW Renton 98055 Sale Date :04/05/1984 Mail :2040 84Th Ave SE Mercer Island Wa 98040 Sale Price . Use :921 Vacant,Commercial,Less Than 1 Acre Asd.V :$115, 000 Lgl :STR 242304 TAXLOT 78 BEG ON E LN Q:NW S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .87 YB: Ph206-296-8687 * MetroScan / King Owner :Not Available From County Parcel # :242304 9081 04 Site :1200 Monster Rd SW Renton 98055 Sale Date :00/03/1900 Mail :1200 Monster Rd SW Renton Wa 98055 Sale Price . Use :622 Ind,Utilities,Public,Garage/Electri Asd.V :$68,7001 Lgl :STR 242304 TAXLOT 81 BEG ON E LN Q:NW S:24 T:23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .52 YB: Ph1: * MetroScan / King * I Owner :Seattle Area Plumbing/Pipefitting Indust Parcel # :242304 9122 05 Site :595 Monster Rd SW Renton 98055 Sale Date :12/05/1995 Mail :595 Monster Rd SW #100 Renton Wa 98055 Sale Price . Use :544 Ind,Other,25K To 50K Sqft Asd.V :$3,400,2200 Lgl :STR 242304 TAXLOT 122 POR OF NW Q:NW S:24 T:i23N R:04E Bedrm: Bth F3H: / / Stories:2 BldgSF:49,766 Ac:5.06 YB:1996 Ph1:425-271-5900 * MetroScan / King Owner :Seattle City Treas Parcel # :242304 9114 05 Site :1101 Monster Rd SW Renton 98055 Sale Date Mail :2040 84Th Ave SE Mercer Island Wa 98040 Sale Price Use :932 Vacant,Industrial,l To 5 Acres Asd.V :$400, 800 Lgl :STR 242304 TAXLOT 114 BAAP ON N LN Q:NW S:24 T�23N R:04E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:3.68 YB: Ph: I I I I I I I I I 1 1 I I The Information Provided Is Deemed Reliable, But Is Not Guaranteed. Y -,R E T R O S C A N Reference Farm 1 King (WA) Owner Address Phone Ref N Eland Building Ltd Prtnrshp 589 Monster Rd SW Renton 98055 1 First City Washington 1110 Monster Rd SW Renton 98055 2 Jefferson Smurfit Corp 7001 143Rd P1 NE Redmond 98052 3 K;M Holdings Iv Llc *No Site Address* Renton 4 King County 1200 Monster Rd SW Renton 98055 5 King County 1200 Monster Rd SW Renton 98055 6 King County 1200 Monster Rd SW Renton 98055 7 King County 1200 Monster Rd SW Renton 98055 8 King County 1200 Monster Rd SW Renton 98055 206-296-8687 9 King County 1000 Monster Rd SW Renton 98055 206-296-8687 10 Not Available From County 1200 Monster Rd SW Renton 98055 11 Seattle Area Plumbing;Pipef 595 Monster Rd SW Renton 98055 425-271-5900 12 Seattle City Treas 1101 Monster Rd SW Renton 98055 13 ISSUED BY TRANSNATION TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE Transnation °�`F A LANDAMERICA COMPANY C j9, o71,1s F 9 A 044+ Op �® Transnation Title Insurance Company, an Arizona Corporation, herein called the Company, for a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed insured named in Schedule A,as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums arid charges therefor; all subject to the exceptions and conditions and stipulations shown herein,the Exclusions from Coverage,the Schedule B exceptions, and the conditions and stipulations of the policy or policies requested. (See reverse side of this cover and inside of back cover for printed Exclusions from Coverage and Schedule B exceptions contained in various policy forms.) This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsements and is subject to the Conditions and Stipulations on the back of this cover. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. IN WITNESS WHEREOF, TRANSNATION TITLE INSURANCE COMPANY has caused its corporate name and seal to be hereunto affixed by its duly authorized officers on the date shown in Schedule A. NOTE:THE POLICY COMMITTED FOR MAY BE EXAMINED BY INQUIRY AT THE OFFICE WHICH ISSUED THE COMMITMENT,AND A SPECIMEN COPY OF THE POLICY FORM (OR FORMS) REFERRED TO IN THIS COMMITMENT WILL BE FURNISHED PROMPTLY UPON REQUEST. TRANSNATION TITLE INSURANCE COMPANY .darA ott INhh By: c.u-�a 0 �� /Y ee\ N �N.ORPORAIE0 President ca, SEPL 16,1991 4 Attest. Secretary rr. Commitment-WA d J G rV L i .-1. Cover FArm 1nna.9c9 (RAM C'/di t_ e‘14 �' ARIMAIAI COMMITMENT CONDITIONS AND STIPULATIONS 1.The term mortgage,when used herein,shall include deed of trust,trust deed,or other security instrument. 2. If the proposed insured has or acquires actual knowledge of any defect,lien,encumbrance,adverse claim or other matter affecting. the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such know- ledge. If the proposed insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect,lien,encumbrance,adverse claim or other matter,the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pur- suant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed insured and such parties included under the definition of insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith, (a)to comply with the requirements hereof, or(b)to eliminate exceptions shown in Schedule B, or (c)to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions,the Conditions and Stipulations,and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4.Any action or actions or rights of action that the proposed insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. SCHEDULE OF EXCLUSIONS FROM COVERAGE The matters listed below each policy form are expressly excluded from the coverage of that policy and the Company will not pay loss or damage,costs,attorneys'fees or expenses which arise by reason thereof: AMERICAN LAND TITLE ASSOCIATION LOAN POLICY(10-17-92) and AMERICAN LAND TITLE ASSOCIATION LEASEHOLD LOAN POLICY(10-17-92) The following matters are expressly excluded from the coverage of this insured claimant became an insured under this policy; (c) resulting in policy and the Company will not pay loss or damage, costs, attorneys' no loss or damage to the insured claimant; (d) attaching or created fees or expenses which arise by reason of: subsequent to Date of Policy (except to the extent that this policy 1.(a)Any law, ordinance or governmental regulation (including but not insures the priority of the lien of the insured mortgage over any limited to building and zoning laws, ordinances, or regulations) . statutory lien for services,labor or material);or(e)resulting in loss or restricting, regulating,prohibiting or relating to(i)the occupancy, use, damage which would not have been sustained if the insured claimant or enjoyment of the land; (ii)the character, dimensions or location of had paid value for the insured mortgage. any improvement now or hereafter erected on the land; (iii) a 4.Unenforceability of the lien of the insured mortgage because of the separation in ownership or a change in the dimensions or area of the inability or failure of the insured at Date of Policy, or the inability or land or any parcel of which the land is or was a part; or (iv) failure of any subsequent owner of the indebtedness,to comply with environmental protection, or the effect of any violation of these laws, applicable doing business laws of the state in which the land is ordinances or governmental regulations, except to the extent that a situated. notice of the enforcement thereof or a notice of a defect, lien or 5. Invalidity or unenforceability of the lien of the insured mortgage, or encumbrance resulting from a violation or alleged violation affecting claim thereof, which arises out of the transaction evidenced by the the land has been recorded in the public records at Date of Policy.(b) insured mortgage and is based upon usury or any consumer credit Any governmental police power not excluded by(a)above, except to protection or truth in lending law. the extent that a notice of the exercise thereof or a notice of a defect, 6.Any statutory lien for services, labor or materials (or the claim of lien or encumbrance resulting from a violation or alleged violation priority of any statutory lien for services, labor or materials over the affecting the land has been recorded in the public records at Date of lien of the insured mortgage) arising from an improvement or work Policy. related to the land which is contracted for and commenced subsequent to Date of Policy and is not financed in whole or in part by proceeds of the indebtedness secured by the insured mortgage which at Date of Policy the insured has advanced or is obligated to advance. 7.Any claim,which arises out of the transaction creating the interest of the mortgage insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (a) the transaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer; or (b) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination;or (c) the transaction creating the interest of the insured mortgagee 2.Rights of eminent domain unless notice of the exercise thereof has being deemed a preferential transfer except where the preferential been recorded in the public records at Date of Policy, but not transfer results from the failure: excluding from coverage any taking which has occurred prior to Date (i)to timely record the instrument of transfer;or of Policy which would be binding on the rights of a purchaser for value (ii)of such recordation to impart notice to a purchaser for value without knowledge. or a judgment or lien creditor. 3.Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company,not recorded in the P'mil records at Date of Policy, but known to the insured claimant not disclosed in writing to the Company by the insured clai' to the date the TRANSNATION TITLE INSURANCE COMPANY 14450 N.E. 29TH PLACE BELLEVUE, WA 98007 -Prepared for: Transnation No. 868737 Customer Reference : 665877ag TRANSNATION TITLE INS . CO. Escrow No. Seller --- 1200 - 6TH AVE. , STE. 100 Buyer/Borrower --- SEATTLE, WA 98101 Attn: ALEX GALLOWAY By For service on this order call : (425) 646-8589/1-800-441-7701 JOHN W. JONES, MARK S . NIKLASON CLAUDIA D. RELLIER or J. JAY _PUGH (FAX # (425) 646L8593) SCHEDULE A EFFECTIVE DATE: August 5, 1999 at 8 : 00 A.M. 1 . Policy or policies to be issued: Amount ALTA Owner' s Policy TO BE DETERMINED Premium (SEE NOTE 1) Tax Extended Policy Premium Tax Proposed Insured: TO BE DETERMINED (SEE NOTE 4) 2 . Title to fee simple estate or interest in said land is at the effective date hereof vested in: OPUS NORTHWEST, L.L. C. , A DELAWARE LIMITED LIABILITY COMPANY (SEE NOTES 2 AND 3) 3 . The land referred to in this commitment is described as follows : See "LEGAL DESCRIPTION: " Order No. 868737 LEGAL DESCRIPTION: THAT PORTION OF THE NORTHWEST 1/4 OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. , DESCRIBED AS FOLLOWS : BEGINNING AT THE 1/4 CORNER BETWEEN SECTIONS 13 AND 24 IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87°26 '48" WEST ALONG THE NORTH LINE OF SAID NORTHWEST 1/4, 1, 214 . 00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8 (CHARLES MONSTER ROAD SOUTHWEST) ; THENCE SOUTH 32°29 ' 51" EAST ALONG SAID WESTERLY MARGIN 85 . 34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256 . 48 FEET A DISTANCE OF 139 . 14 FEET; THENCE SOUTH 01°24 ' 51" EAST ALONG SAID WESTERLY MARGIN 268 . 00 FEET; - THENCE SOUTH 88°35 ' 09" WEST 436 . 55 FEET; THENCE SOUTH 02°33 ' 12" WEST 115 . 03 FEET; THENCE SOUTH 70°05 '34" WEST 95 .47 FEET; THENCE SOUTH 88°37 ' 17" WEST 105 . 38 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01°22 '40" WEST 437 . 90 FEET; THENCE SOUTH 88°03 ' 09" WEST 283 . 04 FEET; THENCE SOUTH 54°28 ' 10" WEST 490 .45 FEET TO THE EASTERLY MARGIN OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY RIGHT-OF-WAY; THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN 1, 610 . 67 FEET TO A POINT ON THE WESTERLY MARGIN OF COUNTY ROAD NO. 8 (CHARLES MONSTER ROAD) , SAID POINT BEING ON A CURVE HAVING A RADIUS OF 250 .37 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 58°59 '44" EAST; THENCE NORTHERLY ALONG SAID CURVE AND WESTERLY MARGIN 250 . 58 FEET TO THE SOUTHWESTERLY LINE OF A TRACT OF LAND DESCRIBED IN DEED RECORDED UNDER RECORDING NO. 8606190933 ; THENCE NORTH 48°12 '23" WEST ALONG SAID SOUTHWESTERLY LINE 420 . 25 FEET; THENCE NORTH 09°01 ' 55" EAST ALONG THE WESTERLY LINE OF SAID TRACT 125 . 00 FEET; THENCE NORTH 46°16 ' 56" EAST ALONG THE NORTHWESTERLY LINE OF SAID TRACT 17 . 69 FEET; THENCE NORTH 04°58 ' 17" WEST 410 .23 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT PORTION LYING NORTHERLY OF THE CENTERLINE OF A RAILROAD SPUR EASEMENT AS DESCRIBED IN RECORDING NO. 5331102 ; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. Page 2 GEOTECHNICAL ENGINEERING STUDY Ashton Development.Company, LLC E-8971 January 10, 2000 Page 9 • Tieback anchors may be designed for an anchor friction of seven hundred fifty (750) pounds per square foot (psf) within the silt and clay deposits and one thousand two hundred (1,200) in the claystone deposits. Tieback anchors should be iistalled at declination angles between 15 and 25 degrees from the horizontal and should be located as high on the wall as possible to minimize lateral deflection at the top of the wall. Tieback anchors should extend beyond a no-load zone, which consists of an area behind the shoring defined by a line extending a horizontal distance of one-third the wall height (H/3) and then extending upward at an inclination of 60 degrees from the horizontal to intersect the ground surface as shown on Plate 5. The tiebacks will derive their capacity by the soil-grout strength developed in the soil behind the noF load zone. Within the no-load zone, the anchor tendons should be covered with a plastic pipe or sheathed to prevent load pickup. Alternatively, a low strength grout can be used in the no-load zone. In either case, the entire length of the anchor should be grouted. Anchor Testing The design capacity of each individual tieback should be confirmed through field testing. All tiebacks should be proofloaded to a minimum of 130 percent of the design load. Ten percent of the total number of anchors should be performance proof-tested to 200 percent of the design load. Depending on the results of the load tests, the tieback capacities can be increased by lengthening the tiebacks, if necessary. During testing, any noticeable creep or anchor movement should be monitored. All anchors should exhibit no more than 0.05 inches of creep during the first five minutes of loading for 130 percent anchors or 0.1 inches of creep for the 200 percent anchors. • Anchors should exhibit less than three inches of anchor movement relative to the soil during the test. Total movements in excess of six inches should be considered failures requiring anchor replacement. Following anchor testing, each anchor should be "locked-off" at 100 percent of its design loading. Earth Consultants, Inc. • Order No. 868737 4 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Water pipeline AREA AFFECTED: As now laid RECORDING NO. : 337821 5 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Industrial track or tracks, together with necessary embankment slope for cuts and fills AREA AFFECTED: Northerly portion as described therein RECORDING NO. : 5331102 6 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Municipality of Metropolitan Seattle PURPOSE: Sewer interceptor and a district heating and cooling system AREA AFFECTED: Westerly portion as described therein RECORDING NO. : 8605020840 7 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Puget Sound Power & Light Company PURPOSE: Electric transmission and/or distribution lines AREA AFFECTED: Not disclosed of record RECORDING NO. : 8805230282 8 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Reciprocal access and utilities AREA AFFECTED: Northerly portion as described therein RECORDING NO. : 9006281428 9 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Railroad spur AREA AFFECTED: Portion as described therein RECORDING NO. : 9006281429 10 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Reciprocal easement for nonbuildable area and emergency vehicle access AREA AFFECTED: Strip of land 60 feet in width as described therein RECORDING NO. : 9006281430 Page 4 Order No. 868737 11 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Waterline AREA AFFECTED: Strip of land 15 feet in width as described therein RECORDING NO. : 9006281435 12 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: MCI Telecommunications Corporation, a Delaware corporation PURPOSE: Underground communication equipment AREA AFFECTED : Westerly portion as described there-in RECORDING NO. : 9110290815 13 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: City of Renton PURPOSE : Roadway and public utilities AREA AFFECTED: Northerly portion as described therein RECORDING NO. : 9208100903 and 9208100905 14 . Terms and conditions of Ordinance No. 3982 of the City of Renton recorded under Recording No. 8708210845 . 15 . Terms and conditions of Ordinance No. 4167 of the City of Renton recorded under Recording No. 8808190391 . 16 . Wetlands covenant and easement imposed by instrument recorded on June 21, 1990, under Recording No. 9006210681 . 17 . Covenant to indemnify imposed by instrument recorded on June 28, 1990, under Recording No. 9006281431 . 18 . Covenant to maintain wetlands imposed by instrument recorded on June 28, 1990, under Recording No. 9006281437 . 19 . Waive protest of formation of local improvement district and/or off-site roadway improvements imposed by instrument recorded on September 27, 1990, under Recording No. 9009271241 . 20 . AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: November 15, 1921 RECORDING NO. : 1567708 REGARDING: Drainage and easements Said agreement was amended by instrument recorded under Recording No. 2602211. Page 5 Order No. 868737 21 . AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: June 28, 1990 RECORDING NO. : 9006281436 REGARDING: Sewer easement Said agreement was amended by instrument recorded under Recording No. 9807291970 . 22 . AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: June 19, 1995 RECORDING NO. : 9506191492 REGARDING: Regional detention facility pump station agreement and reciprocal easements 23 . MATTERS RELATED TO ALTA EXTENDED COVERAGE, AS DISCLOSED BY UNRECORDED SURVEY BY BUSH, ROED & HITCHINGS, INC. , DATED MARCH 14, 1997 AS JOB NO. 97056 . 00 : A) Possible encroachment/party in possession not disclosed of record as evidenced by utility poles with anchors located along the Southeasterly boundary 24 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Eland Building LP and B & G Renton Partnership GRANTEE: U.S . Sprint Communications Co . LP DATED: October 31, 1998 RECORDED: December 16, 1998 RECORDING NO. : 9812161017 AREA AFFECTED: As described therein 25 . ANY SERVICE, INSTALLATION, CONNECTION, MAINTENANCE OR CONSTRUCTION CHARGES FOR SEWER, WATER, ELECTRICITY, OR GARBAGE COLLECTION OR DISPOSAL, OR OTHER UTILITIES UNLESS DISCLOSED AS AN EXISTING LIEN BY THE PUBLIC RECORDS . 26 . Matters relating to questions of survey, rights of parties in possession, and unrecorded liens for labor or material . An ALTA "as-built" survey must be furnished to this Company which shows the location of all improvements and reveals all encroachments, driveways and easements which encumber the property. We will review the survey and make an inspection of the premises, and will report the results of both the review and the inspection by supplemental report . Page 6 Order No. 868737 NOTE 1 : The Company has been asked ,to issue an owner' s policy without disclosure of the liability amount . This commitment shall be effective only when the amount of the policy committed for has been inserted in Schedule A hereof . The forthcoming policy must be issued in an amount at least equal to the full value of the estate insured in accordance with our rating schedule on file in the office' of the Washington State Insurance Commissioner. The Company may have further requirements if the undisclosed amount to be insured exceeds the current assessed valuation. NOTE 2 : We are informed that Opus Northwest, L.L. C. , a Delaware Limited Liability Company is a Limited Liability Company (LLC) . A copy of the duplicate original of the filed LLC Certificate of Formation, the LLC agreement, and all subsequent modifications or amendments must be submitted to the Company for review. NOTE 3 : Any conveyance or mortgage by Opus Northwest, L.L. C. , a Delaware Limited Liability Company, a Limited Liability Company (LLC) , must be executed by all the members and their respective spouses, or evidence submitted that certain designated members or managers have been authorized to act for the Limited Liability Company. NOTE 4 : Title will be vested in parties yet undisclosed. When title is vested, their title will be subject to matters of record against their names . NOTE 5 : There may be Uniform Commercial Code (UCC) Security interests filed with the Department of Licensing in Olympia affecting personal property, crops or agricultural facilities which are not covered by the policy to issue. NOTE 6 : The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65 . 04 . SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. PTN NW 1/4 SEC 24 TWN 23 N R 4 E END OF EXCEPTIONS Investigation should be made to determine if there are any service, installation, maintenance or construction charges for sewer, water, or electricity. In the event this transaction fails to close, a cancellation fee will be charged for services rendered in accordance with our rate schedule . Page 7 Order No. 868737 CC/amh ENCLOSURES: Sketch Vesting deed All recorded encumbrances Copies have been sent to the following: TOUSLEY BRAIN 700 5TH AVENUE, 56TH FLOORAT&T GATEWAY TOWER SEATTLE, WA 98104 Attn: RUSS TOUSLEY Page 8 I I r+ i It 1 1 " t 1.4/--— 1 I .Y =0.` - i A v.,., , . I'. 'a I A :* % 1 A 1;; /' _ i i �' ;� of c� 5I �' _/ *•j al aC - ;c \\ \t' I; I 1. , 2\. . ,E 1 i `, ; ; z ' .t ; 't --:.. .,. :71,....' I:. .-.. / • ,, N,.._ ,, / •�I. / / .Z. ' -„•., CiC .\\ 4(' \ v , .11:. , ' '' '<,,°.4 -.'a --\,.... r\`\44� r This sketch is provided, without charge, for your information. It is not intended to show all matters related to the property including, but not limited to, area, dimensions, easements, en- croachments, or location of boundaries. It is not a part of, nor does it modify, the commitment or policy to which it is attached. The Company assumes NO llABILITY for any matter reited to this sketch. References should be made to an accurate survey for further information. 3 CL,E ANDARD COVERAGE LOAN POLIC• • The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage,costs,attorneys'fees or expenses which arise by reason of: 1. (a)Any law,ordinance or governmental regulation(including but not limited to building or zoning laws,ordinances,or regulations)restricting,regulating,prohibiting or relating to(i)the occupancy,use;or enjoyment of the land;(ii)the character,dimensions or location of any improvement now or hereafter erected on the land;(iii)a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part;or(iv)environmental protection,or the effect of any violation of these laws,ordinances or governmental regulations,except to the extent that a notice of the enforcement thereof or a notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b)Any governmental police power not excluded by(a)above,except to the extent that a notice of the exercise thereof or a notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy,but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects,liens,encumbrances,adverse claims or other matters: (a)whether or not recorded in the public records at Date of Policy,but created,suffered,assumed or agreed to by the insured claimant; (b)not known to the Company,not recorded in the public records at Date of Policy,but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c)resulting in no loss or damage to the insured claimant; (d)attaching or created subsequent to Date of Policy;or (e)resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage or for the estate or interest insured by this policy. • 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy,or the inability or failure of any subsequent owner of the indebtedness,to comply with the applicable doing business laws of the state in which the land is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage,or claim thereof,which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any claim,which arises out of the transaction vesting in the insured the estate or interest insured by this policy or the transaction creating the interest of the insured lender,by reason of the operation of federal bankruptcy,state insolvency or similar creditors'rights laws. AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY(10-17-92) and AMERICAN LAND TITLE ASSOCIATION LEASEHOLD OWNER'S POLICY(10-17-92) The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage,costs,attorneys'fees or expenses which arise by reason of: 1. (a)Any law,ordinance or governmental regulation(including but not limited to building and zoning laws,ordinances,or regulations)restricting,regulating,prohibiting or relating to(i)the occupancy,use,or enjoyment of the land;(ii)the character,dimensions or location of any improvement now or hereafter erected on the land;(iii)a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part;or(iv)environmental protection,or the affect of any violation of these laws,ordinances or governmental regulations,except to the extent that a notice of the enforcement thereof or a notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy.(b)Any governmental police power not excluded by(a)above,except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy,but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. I 3. Defects,liens,encumbrances,adverse claims or other matters: (a)created,suffered,assumed or agreed to by the insured claimant; (b)not known to the Company,not recorded in the public records at Date of Policy,but knor to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c)resulting in no loss or damage to the insured claimant; (d)attaching or created subsequent to Date of Policy;or (e)resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by this policy. 4. Any claim,which arises out of the transaction vesting in the Insured the estate or interest insured by this policy,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that is based on: (a)the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer,or (b)the transaction creating the estate or interest insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: (i)to timely record the instrument of transfer,or (ii)of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. SCHEDULE B STANDARD EXCEPTIONS SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY-STANDARD COVERAGE AND CLTA STANDARD COVERAGE LOAN POLICY 1. Taxes or assessments which are not now payable or which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records;proceedings by a public agency which may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the public records. 2. Any facts,rights,interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession,or claiming to be in possession thereof. 3. Easements,liens or encumbrances,or claims thereof,which are not shown by the public records. 4. Discrepancies,conflicts in boundary lines,shortage in area,encroachments,or any other facts which a correct survey of the land would disclose,and which are not shown by the public records. 5. Any lien,or right to a lien,for labor,material,services or equipment,or for contributions to employee benefit plans,or liens under workmen's compensation acts,not disclosed by the public records. 6. (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. 7. Right of use,control or regulation by the United States of America in the exercise of powers over navigation;any prohibition or limitation on the use,occupancy orlimprovement of the land resulting from the rights of the public or riparian owners to use.any waters which may cover the land or to use any portion of the land which is now or may formerly have been covered by water. 8. Any service,installation,connection,maintenance or construction charges for sewer,water,electricity or garbage collection or disposal,or other utilities unless disclosed as an existing lien by the public records. SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY-EXTENDED COVERAGE 1.Taxes or assessments which are not now payable or which are not shown as existing liens by the records of any taxing authoritylthat levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings,whether or not shown by the records of such agency or by the public records. 2.Underground easements.servitudes or installations which are not disclosed by the public records. 3.(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. 4.Right of use,control or regulation by the United States of America in the exercise of powers over navigation; any prohibition or limitation on the use, occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any waters which may cover th'e land or to use any portion of the land which is now or may formerly have been covered by water. 5.Any service,installation,connection,maintenance or construction charges for sewer,water,electricity,or garbage collection or disposal,or other utilities unless disclosed as an existing lien by the public records. 1004-252A NORTHWEST REGION 14 7. Washington NORTHWEST REGION Chelan-Douglas Counties 1010 South 336th Street,Suite 215 700 N.Mission Street,Wenatchee,WA 98807 Federal Way,Washington 98003 (509)662-4721 (253)838-1054 . Clark County 501 S.E.Columbia Shores Boulevard • Suite 500,Vancouver,WA 98661 (206)695-1301 AGENCY OPERATIONS King County 1200 Sixth Avenue,Suite 100 320 108th Avenue N.E.,Suite 651 Park Place Building i Bellevue,Washington 98004 Seattle,WA 98101 (425)452-5353 (206)628 4650 Kitsap County COMMITMENT FOR 9619 Levin Road N.W.,Silverdale,WA 98383 • (360)692-4556 TITLE INSURANCE TITLE AGENTS . Okanogan County Washington 700 Okoma Drive,Suite B,Omak,WA 98841 (509)422-3490 Benton . Clallam . Cowlitz . Franklin • Pierce County i 100th Street S.W. Island . Jefferson . King . Lewis 6111 Lakewood,WA 98499 (206)589-1488 Pacific. Skagit . Whatcom . Yakima Snohomish County 2939 Colby Avenue, Everett,WA 98201 (206)252-1156 ' Oregon Benton . Curry . Jackson Spokane County ISSUED BY North 720 Argonne Road, Spokane,WA 99212 Klamath . Lane . Linn . Marion (509)922-2222 TRANSNATION TITLE INSURANCE COMPANY • Polk . Umpqua . Yamhill Thurston County Transnation 2625 Martin Wa Olympia,WA 98506 A LANDAMEtICA COMPANY (206)943-4150 Oregon HOME OFFICE: Multnomah • Clackamus . Washington Counties 101 Gateway Centre Parkway, Gateway One 2200 U.S.Bancorp Tower Richmond,Virginia 23235-5153 111 S.W.Fifth Avenue Portland,OR 97204 (503)222-9931 �� Hy B 1004-252A TRANSNATIOW TITLE INSURANCE COMPANY 14450 N.E. 29TH PLACE BELLEVUE, WA 98007 Prepared for: Transnation No. 868737 Customer Reference: 665877ag TRANSNATION TITLE INS. CO. Escrow No. 665877ag Seller OPUS; NW 1200 - 6TH AVE. , STE. 100 Buyer =orro er LANGDON LLC SEATTLE, WA 98101 Attn: ALEX GALLOWAY By / ' ' 41 For vi, - on this order call: (42 : .46 : "89/1-800-441-7701 JOI • S, MARK S . NIKLASON C A ► A D. RELLIER or J. JAY PUG' (FAX # (425) 646-8593) SUPPLEMENTAL NO. 1 TO THE FIRST COMMITMENT ATTENTION: This Supplemental contains changes which impact title to property set forth in the above-referenced commitment. Effective Date: September 2, 1999 at 8 :00 A.M. SCHEDULE "A" The Owners policy coverage is changed as follows: ALTA Owner' s Policy $240, 000 .00 Premium $616 .00 Standard Policy Short Term Tax $52 .98 Proposed Insured: LANGDON LLC, A WASHINGTON LIMITED LIABILITY COMPANY EXCEPT AS TO THE MATTERS REPORTED HEREINABOVE, THE TITLE TO THE PROPERTY COVERED BY THIS ORDER HAS N 0 T BEEN RE-EXAMINED. ---END--- CC/amh ENCLOSURES: Sketch Vesting deed All recorded encumbrances Order No. 868737 Copies have been sent to the following: TOUSLEY BRAIN 700 5TH AVENUE, 56TH FLOORAT&T GATEWAY TOWER SEATTLE, WA 98104 Attn: RUSS TOUSLEY OPUS NORTHWEST L.L.C. 915 118TH AVE SE #300 BELLEVUE, WA 98004 Attn: THOMAS PARSONS MULLAVEY, PROUT, GRENLEY & FOE 2401 N.W. 65THP.O. BOX 70567 SEATTLE, WA 98107 Attn: JOHN MCMASTERS LANGDON LLC 511 EASTLAKE AVE E. SEATTLE, WA 98109 ATTN: DAN LANGDON Page 2 Order No. 1868737 1 Prepared for: LANGDON LLC 1 511 EASTLAKE AVENUE EAST SEATTLE, WA 98109 1 ATTN: DAN LANGDON 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 —OCT. 28. 1999 9:440 J3' BRAIN PLLC NO. 9946 .P. 1/111 TOUSLEY BRAIN PLLC October 27,1999 ATTORNEYS AT LAW • 56th Floor,Key Tower DEVELOPMENT C I'OF PLANNING 700 Fifth Avenue Seattle,Washington 98104-5056 Facsimile(206)682.2992 FEB 2 5 2000 Telephone(206)682-5600 TOTAL PAGES(INCLUDING COVER SHEET):! 1(3 RECEIVED • PLEASE DELIVER THE FOLLOWING PAGES)TO: • (NAME) (COMPANY/TELEPHONE) (FAX NUMBER) Mark Niklason Transnation 1(425)646-8592 (425) 648.8593 Robert Gillanders K&M/(253)858-3108 (253)851.5190 o1cfp Roger Pecsok Opus NW/(425) 453.4100 (425) 453-1712 FROM: Deborah S. Berg RE: Opus Northwest, LL.C.-Oaksdale/North 405 sale to K &M Holdings IV,LLC TransnatiOn Commitment No.868737 COMMENTS/ENCLOSURES • Attached are copies of the third supplement to the Second Commitment issued under the above•reference commitment number"and a copy of an executed but not yet recorded Agreement for Sewer Easement. • MARK: Please ('II correct the name of the proposed insured by adding an"s"at the end of "Holding"so it is K&u Holdings IV,LLC. The attached easement will be recorded first thing tomorrow morning. I will fax copies showing recording Information to each of you as early as possible. The easement benefits this property,and does not encumber It. However,the easementneed tcntain soo be a rr, restoration and Indemnification obligations. Accordingly, o the commitment as en additional special exception,and therefore to the deed as an additional encumbrance. • MARC Please let me know right away whether the easement will be added to the commitment,so I will know whether I need to add it as an encumbrance on the deed. I ROB: I can't imagine that you would object to this easement. However,if you do,call me right away. • Thank you all for your prompt attention to this matterl RETURN T0: DSB FILE NO.: 0-2321-029.58A 0-2321-0291 B5C IF YOU DO NOT RECEIVE ALL PACES,PLEASE CALL US IMMEDIATELY. THANK YOU. CONFIDENTIALITY NOTICE The Information contained In this communication is confidential, may be attorney-client privileged, and is intended only for the use of the addressee. Unauthorized use,review,disclosure,or copying is strictly prohibited. If you have received this communication in error,please notify us by telephone immediately at(toe)682-5800 so that we can arrange for retrieval of the documents at no cost to you. If the transmission is Incomplete or illegible, please call the Records department at the above number. 23211029198115.01 FROM 12066822992 TO R.Gillanders@GigHar 10/28/99 9:55 AM Page 1 • -OCT. 28. 1999- 9:45A1( 17."7 BRAIN PLLC , NO. 9 46 P. 2/14 ; -- I TRANSNATION TITLE INSURANCE COMPANY 14450 N.E. 29TH PLACE BELLEVUE, WA 98007 Prepared for: Transnatioa No. 868737 Customer Reference: 665877ag TRANSNATION TITLE INS. CO. Escrow No. 665877ag Seller : OPUS NW 1200 - 6TH AVE. , STE. 100 Buyer/Borrower K & M Holding ; SEATTLE, WA 98101 Attn: ALEX GALLOWAY aY_ ''r "' For serve a on this o er cal : (425) 646-8589/1-800-441-7701 JOHN W. JONES, MARK S. NIKLASON CLAUDIA D. RELLIER or J. JAY PUGH (FAX #(425) 646-8593) SUPPLEMENTAL NO. 3 TO THE SECOND COMMITMENT ATTENTION: This Supplemental contains changes which impact title to property set forth in the above-referenced commitment. Effective Date: October 27, 1999 at 8:0.0 A.M. SCHEDULE "A" The Owner's policy coverage is changed as follows: ALTA Owner's Policy $242,000.00 Premium $616.00 (Short Term Rate) Tax $ 52.98 Extended Policy Premium $264.00 Tax $ 22.70 Proposed Insured: K & M HOLDING IV, LLC, a Washington limited liability company Seller's policy coverage is added as follows: ALTA Owner's Policy • $242,000.00 Premium $300.00 Standard Policy (Simultaneous Issue Rate) Tax $ 25.80 Proposed Insured: • OPUS NORTHWEST, L.L.C. , a Delaware limited liability company SCHEDULE "B" A) Note No. 7 of the preliminary commitment is changed as follows: • • FROM 12066822992 TO R.Gillanders@GigHar 10/28/99 9:55 AM Page 2 OCT. 28. 1999 9:45AM is BRAIN PLLC NO. 9946 P. 3/14 Order No. 868737 NOTE 7: We are informed that K & M Holding IV, LLC is a Limited Liability Company (LLC) . A copy of the duplicate original of the filed LLC Certificate of Formation, the LLC agreement, and all subsequent modifications or amendments must be submitted to the Company for review. EXCEPT AS TO THE MATTERS REPORTED HEREINABOVE, THE TITLE TO THE PROPERTY COVERED BY THIS ORDER HAS N 0 T BEEN RE-EXAMINED. ---END--- ; JJP Copies have been sent to the following: TOUSLEY BRAIN 700 5TH AVENUE, 56TH FLOORAT&T GATEWAY TOWER SEATTLE, WA 98104 Attn: RUSS TOUSLEY OPUS NORTHWEST L.L.C. 915 118TH AVE SE #300 BELLEVUE, WA 9B004 Attn: THOMAS PARSONS MULLAVEY, PROUT, GRENLEY & FOE 2401 N.W. 65THP.O. BOX 70567 SEATTLE, WA 98107 Attn: 'TORN MCMASTERS LANGDON LLC 511 EASTLAKE AVE E. SEATTLE, WA 98109 ATTN: DAN LANGDON TOUSLEY BRAIN 56TH FLOOR 700 5TH AVENUE SEATTLE, WA 98104 DEBORAH BERG • Page 2 FROM 12066822992 TO R.Gillanders@GigHar 10/28/99 9: 55 AM Page 3 , — OCT. 28. 1999 9:45A1 7:'� ' BRAIN PLLC NO. 9948 P. 4%14 • Return when recorded to: Garth A. Schlemlein Schiffrin Olson Schlemlein&Hopkins 2701 First Avenue, Suite 300 Seattle,WA 98121 Grantor. Seattle Plumbing&Pipefxtting Industry Journeyman Apprentice Association Grantee: Opus Northwest,L.L.C. Abbreviated legal description: Portions of SW 1/413-23-04&NW'/a 24-23-04 Additional legal descriptions are on pages 6,7, 8,9&10 of this document Assessor's.Tax Parcel No.: 242304-9120;242304-9122;242304-9121;242304-9123 AGREEMENT FOR SEWER EASEMENT (No monetary consideration) This Sewer Easement Agreement ("Agreement") is made this" day of July 1999 by and between Seattle Plumbing & Pipefitting Industry Journeyman Apprentice Association, a Washington non-profit corporation ("Grantor"), and Opus Northwest, L.L.C.,a Delaware limited liability company("Grantee"). RECITALS A. Grantor owns a parcel of real property in Renton,King County,Washington more particularly described on attached Exhibit A("Grantor's Property"). B. Grantee owns two parcels of real property in Renton, King County, Washington and more particularly described on attached Exhibit B("Grantee's Property"). C. Grantor is willing to provide the Grantee with a sewer easement across that portion of the Grantor's Property described above in Exhibit C pursuant to the terms of this Agreement. 2321%029193693.02 1 FROM 12066822992 TO R.Gillanders@GigHar 10/28/99 9: 55 AM Page 4 -OCT. 28. 1999 9:46AM 'Ur'-"'I BRAIN PLLC NO. 9�45 P. 5/14 AGREEMENT FOR EASEMENT For good and valuable consideration,the receipt of which is hereby acknowledged, this IL day of July, 1999, Grantor, does hereby grant, convey, assign and set over to Grantee, and its successors in interest to the Grantee's Property,its successors and assigns, hereinafter called Grantee, a perpetual nonexclusive easement for installation, operation, maintenance and replacement of a sewer line and appurtenance thereto under, through and across the portion of the property of Grantor described as follows("Easement Area"): See Exhibit C hereto The approximate location of which is shown on Exhibit I)hereto The Grantee shall have all rights of ingress and egress to and from the Easement Area necessary for the Grantee's use, enjoyment, operation and maintenance of the easement hereby granted and all rights and privileges incident thereto. The Grantor shall have the full use and control of the Easement Area, provided that Grantor's use may not unreasonably interfere with the Grantee's use and enjoyment of the easement hereby granted and provided that no buildings may be constructed in the Easement Area. If the City of Renton requires that an easement for the sewer line be granted directly to the City, Grantor agrees, upon written request from Grantee, to execute a perpetual, nonexclusive sewer easement over the Easement Area in the form reasonably required by the City of Renton. The Grantee hereby agrees to hold and save the Grantor, its successors, assigns, tenants and invitees harmless from any and all claims of third parties arising front Grantee's use of the rights herein granted, including but not limited to the Grantee's installation and maintenance of the sewer line. The Grantee further agrees to repair and restore (to as close to the condition they were in before the disruption or damage as is reasonably possible)any and all landscaping, parking lots, surfaces, buildings and other structures disturbed, disrupted or otherwise damaged because of the installation and/or subsequent maintenance of the sewer line. The Grantee shall be responsible for maintaining and repairing the sewer line. Should a dispute arise between the Grantor and Grantee regarding the interpretation of this Agreement, it shall be resolved through the American Arbitration Association with both parties initially responsible for paying one-half of the arbitration fees and the arbitrator's costs. Notwithstanding the American Arbitration Association rules, the arbitration shall be limited to one (1) arbitrator who shall be an attorney residing in King County,Washington familiar with property rights issues. The arbitrator's decision shall be enforceable in King County Superior Court. The prevailing party in any dispute arising out of or relating to the interpretation of this Agreement including those dispute brought in arbitration or Superior Court and/or appeal, shall be entitled to reasonable attorneys fees 23211029193693.02 2 FROM 12066822992 TO R.Gillanders@GigHar 10/28/99 9: 55 AM Page 5 i - -OCT. 28. 1999 9:460 7Sr rg BRAIN PLLC NO. 9946 P. 6/14 and costs including expert witness fees. The prevailing party shall be reimbursed for its costs of participating in the arbitration including but not limited to the arbitrator's fees and the American Arbitration Association fees. This easement is granted subject to all prior easement or encumbrances of record; This Agreement shall be deemed to be a covenant running with the land. The rights and obligations set forth herein shall inure to the benefit of and be binding upon the Grantor's and the Grantee's successors and assigns. All recitals set forth above and exhibits attached hereto are incorporated herein by this reference. Date: — SEA PLUMB &PIPEFITTING INDUSTRY JO ASSOCIATION By £ Vk' ,Chairman r..R� Hess,Secretary OPUS NORTHWEST,L.L.C. stir Its: - - - 2321b29193693.02 3 FROM 12066822992 TO R.Gillanders@GigHar 10/28/99 9:55 AM Page 6 OCT. 28. 1999 9:46All J;" ' BRAIN PLLC NO, 994E P. 7/14 STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this 17._ day of August 1999, before me the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Sean Sullivan to me known to be the Chairman of the SEATTLE PLUMBING.&P1,PhHL t1NG INDUSTRY JOURNEYMAN APPRENTICE ASSOCIATION, the corporation that executed the foregoing instrument and acknowledged that said instrument be the free and voluntary act and deed of the corporation,for the uses and purposes herein mentioned, and on oath stated that he was authorized to execute the said instrument. Given and veitik,nd and official seal this a-- day of August 1999. 05* i,.SCFILL. e, C9•V& u[ -A V u. 9�' uc , ?2 s Notary Public in and for the State of a "&�.�` Washington, residing at usty '•.,�pr A ;;� ,,•' My Commission expires: 4 - 14-71 ''a ,,.�.,t,►+•` Printed name: c.A4.1. A•S tL1 STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this LA—day of August 1999, before me the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared James P. Mosr to me known to be the Secretary of the SEATTL E PLUMBING & PIPEFTITING INDUSTRY JOURNEYMAN APPRENTICE ASSOCIATION, the corporation that executed the foregoing instrument and acknowledged that said instrument be the free and voluntary act and deed of the corporation,for the uses and purposes herein mentioned, and on oath stated that he was authorized to execute the said instrument. l+lIi1Jli Given uncle/en?�+ 5 cial seal this L'i-day of August 1999. v`�NOTARY lC—aktl. a� - — , Notary Public in and for the State of en:�'.� ucuC =z L Washington, residing at i Y'�a.�.• 7J' j�P MBEA%qv/AqS My Commission expires: 1`N'1'5 +%,OF WAS \ •S', Printed name: la oat 2221%029193693.02 4 FROM 12066822992 TO R.Gillanders@GigHar 10/28/99 9:55 AM Page 7 -OCT. 28. 1999 9:47AM - 71,"T° BRAIN PLLC NO. 9946 P. 8/14 • STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this xi rtrday of July 1999, before me the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Thomas B.Parsons to me known to be the Vice President of the OPUS NORTHWEST,L.L-C., the limited liability company that executed the foregoing instrument and acknowledged that said instrument be the free and voluntary act and deed of the company, for the uses and purposes herein mentioned, and on oath stated that he was authorized to execute the said instrument. Given under my hand and official seal this 2 r 4Tday of July 1999. Notary Public in and for the State of Washington, residing at ?cite v le- My Commission expires: 6 I rrJ a ao Punted name: i{o b,,; w o l%iv f ,` 2o�NOTAgy • - N 4 But 2321%02903693.02 5 FROM 12066822992 TO R.Gillanders@GigHar 10/28/99 9:55 AM Page 8 --OCT, 28. 1999 9:47AM _7--'Y BRAIN PLLC Na 9948 P. 9/14 • EI'TA Grantor's Property , MI POW=ION OF vim NORTHWEST 4 �AIDTEE TEWEST IAIi TNR or CD4lTtY 201i 24,WASECA:TMr pTOWNSHIP ESCRIe23 NORTH,ED � 'OWSE 4 SASTr nIumplas iLCINC AT THE NoRTHEAsT CORNER or TEE NONLIMENT MARTEN oi. SAID SECTIOS 24: THEN= NOR 87°26'4B' WEST, ALONG TEE NORTH LINE TICERHOP 1,214-00 PRET TO TEM wESTERLT MARGIN OF COv1tT1' ROAD NO, 8, CEAXLES MD$$TEit PO P SpDTH9PE6T, AGso P4oiala :.t AS STREL HILL ROAD, NOW VACATED; =SCE sODTR 32"29'5L" EAST, ALONG SAID =STEELY MARGIN, 95.34 TEZT; THOM OS A CORVS TO TEE RIGHT HAVING A RADIUS of 256.48 PEET, AND ALONG SAID . NESTER= HARGIS 139.14 FEET; Tang= SOUTH 01'24'51' EAST, ALONG SAID wESTERLY MP. IN, 268.00 PESTI . =ICS SOUTH 88'35,09" WEST 436.59 FEET; THENCE GOUTS 02,33'18' WEST 115.03 rIET; TOMS SOUTH 70605'34" WEST 95.47 FEET; THENCE SOUTH 88'437.17" WEST 105.38 FEET; T11EN= NORTH 01422'40" EMIT 179.50 FEET 1'o TEE CENTERLINE OP AN NAI3NTNT POR AAIUOAD SPUR LIH$ AS CONVEYED To THE CHIcCGO. =WAUKEE, ST- HAUL AHD PAcrrIo RAILROAD COMPANY EY DEED RECORDED DER RECORDING NUMBER 5331102. IN =NO COUNTY, WASd1NGTON, AND THE TRUE POINT OF BEGINNING; • THENCE NORTH 01°22'40' WEST 258.40 FEET; THENCE CE SODTg 88°03'08" WEST 283.04 FEETT I2ENCE SOUTH 54°22'10" WZST 462.84 FEET TO TAB CENTERLINE of SAID RA=ROAD SPUR •• LINE EASEHENT; THENCE SODS 27°09'S7" BAST ALONG SAID CERTHBt.XNE 22.44 MT; TFr=NCS ON A CURVE TO THE I3V1°T XAVINO A RAAIIIS Or 365.32 PEETr AND ALONG TST cUTEHLTNE OF SAID Razza OAD SPQR LINE XAsENgSZ 3S7.54 »T TO TEE TRUE POINT 08 BEGINNIN4; TOG$T8$R WITH AN $:1SE T FOR INGRESS, EGRESS AND UTILITIES ACROSS THAT YORTION OF THE NORTHWEST QUARTER AND GoVERNHENT LOT 1, IN SECTION 24, TOwi5517 23 EaRrE. AMUE 4 EAST,.WILL100sTT3 MERIDIAN► zs LING ODQNT:, WaNLINGTON, AND TSB SOUTHWEST . QUARTER or AND Govrxmarr LOT 5, DO SECTION 13, TOWNSHIP 23 NORTH, HANGS 4 NAST, WIL1.11 MT MERIDIAN, IN =NC, COUNTY, WASHIROSON, NOEL PARTICULARLY USSCRT= as" FOLLOWS: • 0322CC vCnIG AT TEE QUARTER OOASER BETWEEN SECTIONS 13 AND 84, br Sara ToWNE13ZF aND NANO►; TtD:OE NORTH 67'26'48" WEST, ALONG TEE NORTH LIDS OP SAID NORTHWEST Q . 1,214,00 PERT TO 'TEE WESTIELY NABGIN of CauNTE ROAD NO. 8, C13ARLNS MONSTER ROAD , . SOW:WEST AND NOW KNOW AS STEEL RISE ROAD; . - ZEENCE SOD= 32°29'Sl" EAST, AWN; SAID WESTERLY MARGIN, 85.34 FS T; Tat= oN A CURVE TO TEE RIGHT SAVING A RADIUS OF 256.42 FEET, AND ALONG SAID nn-L'ERLY MARGIN 139.14 FRET; TBEcS SOUTH 01°24'S1" PAST, ALONG SAID WESTERLY MARCIE, 289.00 FRET; 1321ri029193693.02 6 FROM 12066822992 TO R.Gillanders@GigHar 10/28/99 9:55 AM Page 9 -- 'OCT. 28. 1999 9:47AM. P _( BRAIN PLLC / , NO. 9946 P. 10/14 TowTCE SMITH 98.35.09' SST 436.5E FEET; TNENCE SOOTQ 02°32'12" WEST 115.03 FEET; moms SOUTH 70.05'34• WEST 95.47 FEET•, ftENCS SOUTH HE 37'17" WEST 90.32 BEET TO TEE TRUE POINT OF REOZONIHG; =Ntg NORTE 01+22'40u WEST 9U11.05 BEET TO THE SOUTHERLY MARC= OF COIOS_ 3~ AVEN 3 soOTHWTEST AS CONVEYED TO THE CITY OF 2 EtMT01N BE NEED RkCGRDED mom RgooROIXG NUMBER 8702100643, TN NINO cOUNTY, WASU EGTOO; TO32:CS soars 6a"02.28- NEST ALONG SETT SOOTHEELY 20!E= 30.00 FEET; T ENOE SOU7Ft a1022.40" ZAST 470.00 PEET; • vezipG sown 29035'10" WEST 29.15 FEET; =Rims SOOTS 01022'40" EAST 40.00 FEET; TMON2 SOVTB 20°25'25d Vass 26.92 FEET; DUNCE SODTB 01•22'40" EAST 40.00 Fes) THERM SOOTS 29'35'10- WEST 29.15 PEET; - TUENos 9o0Ts 0 3 22•4o" EAST 72.00 ET; ' TFIENCE NORTH 25°37'20" EAST 39.99 FEET: THENCE SOOTR 01022'40" FAST 190.76 FEET; . THENCE NORTH 9$•37'17" EAST 30.00 /FEET To THE TREE POINT OF szonoTINGp EXCEPT THAT PORTION T ERECF LYING WTTEIR THE RAIN TRACT ASd08.. 232m9V3693.02 7 FROM 12066822992 TO R.Gillanders@GigHar 10/28/99 9:55 AM Page 10 'OCT. 28. 1999 9:47A1I ' '-,�' BRAIN PLLC NO. 994Fi P. 11/14 . • EXHIBIT B Grantee's Property • • 7,1HAT PORTION: OF T]-E NORTHWEST QUARTER OF SECTION 24, TQV t@P 23 • INNORTf,- RANGE 4 EAST, •w,•DESCRIBED'.AS FOLLOW . ,• • • :BEGINNING AT THE JAMTER, CORNER ,BAN SECTIONS 13 AND 24-IN SAID \ZENCE TOWNSI-I'1P''AND RANGE; NORTH' 87 51Ar WEST ALONG'THE NORTH UNE OF-SAID •RTHINEST'QUARTER, •1,214.D11•FEET TO THE WESTERLY MARGIN OF COUNTY AD N0. S' (CHARLES MONSTER ROAD SOUTHWEST);'. THE SOUTH. 32'2 '51' EAST ALONG•SAID Wry. TD LY MARGIN €5.34 T C N E ON .A CURVE TO THE ,RIGHT HAVING A RADIUS OF 258.48 FEET A 'DISTANCE.OF 131114 FEET . • P lENGE $0U1H 01'2051" EAST ALONG SAID WESTERLY MAR(iN 2258,00 • • FEET TO THE—TRUE'POINT OE:AEGINNING; '•• TNENC E.-SOUTH 8B 3S O9'.'••WE I' 436:55 FFET: 'THENCE SOUTH 0213'12' WEST 115.0 ' FEET; ' • . • ' • THENCE SOUTH 7R'O5'34" WEST p5.47 F,EE1, •'THENCE•SOUTH 8837'17' WEST 105.38 FEET;:.THENCE SOUTH 0475317'.EAST,410.23 FEET TO 714E NORTHWESTERLY LINE OF k TRACT OF LAID DESCRIBED Its DEED RECORDED VNDER RECORDING ND. • 1300619O933; . • ' - • THENCE NORTH 4616'56" EAST ALONG SAID NORTHWESTERLY.LINE 202.01 FEET; THE NCE SOI 1H 53639'22" EAST ALONG THE NORTHEASTERLY LINE OF SAID CHARLES MONSTER ROAD SOUTHWEST; • • THENCE NORTHERLY ALONG SAID WESTERLY MARGIN 30 THE TRUE POINT OF - EE{ NNIN1;. • SITUATE IN THE C3TY OF' RENTON, COUNTY OF DING, STATE OF WAS1tD GIDN. - • • • • • • • 2321W29193693.02 S FROM 12066822992 TO R.Gillanders@GigHar 10/28/99 9:55 AM Page 11 OCT. 28. 1999 9:48A14 ( BRAIN PLLC NO. 9 45 P. 12/14 • *THAT PORTION- WEST' QUARTER..OF-THE'NoKT -QUAR -Cr SECJ1ON 24. NORTH,•BARGE 4- EAST, W.M.. DESCRIBr£D AS FUILOWS: • IpIfJMG AT THE QUAptTER•°CEfR BEC SEIOMS 13 AND 24 IN• SAID • •TOINNSHIP AND. RANGE • . ., .THHENCE'NORTH S7'25'-43 WEST ALONG•THE µNORTH;LINE'cOF SAID • • NORTHVIEST CUARTE . ;21.4,017 FEET TO THE WES RLY MARGIN OF COUNTY cif AD.N ; $ (CI••F CR1'FS MONSTER-WAD SO THWES1) •• . • THENCE SOUTH 32'29'S1" EAST ALONG �k1D••WE5TSRLY MARGIN 85.34 • FEET; 'HENCE ON' A CURVE TO THE RIGHT HANG A RADIUS OF 258.48 FEET A DISTANCE OF. 130.14-FEET; ••• • . • ..THEXPE SOUTH �24'51:'. EAST ALONG SAID WESTERLY:•MA 1268-00 ' . FEET,;.1C er1,NAti! ..�7[�r �• u� r ¢� . - . THENCE SOUTH 68'335''09"' TEST 435.i 5 FEET; . THENCE SOUTH 0233 i2" WEST 115.03 FEET; • . THENCE.SOUTH 70'05`34". VAST 95.,47 FEE E; • -THENCE SOUTH 8837'17"'WEST 1 05.38•FEET TO THE TRUE POINT OF BEGINNING;,,.• THENCE NORTH. Dili:WI' WEST 437.9G-FEET. 'MINCE SOUTH 888'3'094- WEST 283,04.FEET; •THENCE• SOME-I 54781.0'.WEST 490:45 FEET TO THE EASTERLY` MARGIN OF • THE CHICAGO, MILWAL1KEE, ST. PAPA. AND PACIFIC RAILROAD COMPANY -• RIGHT:OF—WAY; • ' • 'THENCE SOUTHERLY•ALONG SAID EASTERLY MARGIN 1.E10.67 FEET ID A . POINT ON THE WESTERLY MARGIN OF-COUNTY ROAD NO. 8 (CHARLES MONSTER . ROA4 SAID PONT BEING,CN A CURVE HAVING A RADIUS OF 250.37 FEET, THE RADIUS POINT OF WHICH BEARS NORT+I'•58'59"44' EAST; • • THENCENORTHERLY.ALONG SAID CURVE AND WESTERLY MARGIN 250.58 FEET L • TO THE S011THWEsTERLY LINE OF A,IRACT OF LAND. DESCRIBED IN DEED • RECORDED .WIDER RECORDING MO. 8608190934 • THE NORTH 4812'23' WEST ALONG SAID SOUTHWESTERLY LINE 420.25 • FEET; • THENCE NORTH O9'D1'S5'" EAST ALONG TIME WESTERLY UNE OF SAID TRACT 125.00 FEET; - - • • •• THENCE NORTH 46.18'36" EAST ALONG THE NORTHWESTERLY LIM OF SAID 'TRACT 17.69 FEET; - THENCE NORTH- C45S 17' WEST 414.23 FEET TO THE TRUE POINT OF . • BEGLNNiNG; . , • • EXCEPT PORTION.LYING NORTHERLY OF THE CENTERLINE OFA RAILROAD SPUR EASEMENT AS DESCRIBED IN RECORDING No 5331102, SITUATE IN THE CITY OF RENTON, COUNTY OF KING' STATE OF WASHINGTON. 1 • 1 I 1 23211029 93693.02 9 I I I , 1 i i i FROM 12066822992 TO R.Gillanders@GigHar 10/28/99 9: 55 AMIPage 12 -OCT. 28. 1999 9:48AM -,Y BRAIN PLLC NO. 2c4E; P. 13/14 • EXHIBIT C Easement Area An easement for sanitary sewer over, under and across that portion of the Northwest quarter and Government Lot 1, in Section 24, Township 23 North, Range 4 East, W.M., in King County,Washington, more particularly described as follows: COMMENCING at the quarter corner between Section 13 and 24, in said Township and Range; THENCE North 87 degrees 26 minutes 48 seconds West, along the North line of said Northwest quarter, 1,214.00 feet to the Westerly margin of County Road No. 8, Charles Monster Road S.W. and now known as Steel Hill Road; THENCE South 32 degrees 29 minutes 51 seconds East, along said Westerly margin, 85.34 feet; THENCE on a curve to the right having a radius of 256.48 feet and along said Westerly margin 139.14 feet; THENCE South 01 degrees 24 minutes 51 seconds East along said Westerly margin 268.00 feet; THENCE South 88 degrees 35 minutes 09 seconds West, 436.55 feet; THENCE South 02 degrees 33 minutes 12 seconds West, 115.03 feet; THENCE South 70 degrees 05 minutes 34 seconds West, 95.47 feet; THENCE South 88 degrees 37 minutes 17 seconds West, 105.38 feet; THENCE North 01 degrees 22 minutes 40 seconds West, 179.49 feet to the TRUE POINT OF BEGINNING; THENCE CONTINUING North 01 degrees 22 minutes 40 seconds West, 9.06 feet, THENCE North 26 degrees 40 minutes 26 seconds West, 18.29 feet; THENCE North 87 degrees 25 minutes 19 seconds West, 45.39 feet; THENCE South 02 degrees 34 minutes 41 seconds West, 15.00 feet; THENCE South 87 degrees 25 minutes 19 seconds East, 36.60 feet; THENCE South 26 degrees 40 minutes 26 seconds East, 28.35 feet to a point on a 365.32 foot radius curve,the radius point of which bears North 69 degrees 14 minutes 32 seconds West; THENCE Northeasterly along the arc of a curve concave to the Northwest having a radius of 365.32 feet, through a central angle of 02 degrees 25 minutes 04 seconds and an arc length of 15.42 feet to the TRUE POINT OF BEGINNING. 2321\029193693.02 10 FROM 12066822992 TO R.Gillanders@GigHar 10/28/99 9: 55 AM Page 13 ' OCT. 28. 1999 9:49AM 7"-,LIY BRAIN PUG NO. 994E P. 14/14 EXHIBIT D • Sketch of Easement Area • r ........ ,_ :. •-,: rya i.: f 5 s 1 o o N j S 8 5.15- E I/-i 26'40'26- ;-,:. i" = �:..�1~ y 1 r-` H 0112'40' W :t 9,06' s CURVE TABLE l _ .,' 3 ; CURVE iilivT'ti ; RADIUS DELTA H l C?I 15.421 365.321 02 Z5`04.i ,�. 0 WE TABLE ti E I LINE SEARING 1.€N4:rl I u :CY34'41'hVJ 1 1 t ' `,h i l..2! 53T�i'19' _ , -ea! • L3 N2£4! 26"Wi 28.3. .. ri Na ea a A- i3429'3'" R = 3.5.32, / ' Ls83i.54 .- m - Naa-V TE 105.38' -, 1r d. .11".'1KE 15 WR 9803Y2ENUE SOUTH /' '-, 425 251-C�222 FCW r. NI i' ,� ::� 4' :�`{ 425�}25!-.8782 FAX qf�144 T/21/99 f t MM ' 5L. . r`.... -'l L. .i ' L.,.- . 1'-3` . ,,woO C9L E� �rilimmoNG. M IN. "midommmmmft 2321‘.029193693.02 1 1 1 FROM 12066822992 TO R.Gillanders@GigHar 10/28/99 9:55 AM Page 14 • • • • CITY OF RENTON MEMORANDUM NOV 30 9 BUILDING Di v t„._ ..a DATE: - 36,97 TO: Construction Services, Fire Prevention, Plan, Review, Project Planner FROM: Jana Hanson, Development Services Division Director 1*-1' Zo SUBJECT: New Preliminary Application: /�IOY! rS �'t7/�2 !MyC/�p��E �NN/N LOCATION: ie4 ?52 400 frct PREAPP NO. 99 -113 A meeting with the applicant has been scheduled for -2;00 e , Thursday, , in one of the 6th floor conference rooms (new City Hall). If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11:00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit. application submittal. • Please submit your written comments to ;,(4 'L_ at least two (2) days before the meeting. Thank you. C 4T GK�v�L�f L / L 0 L oG fir- f D i T /V �b -10 TO D 7"" r2 M t rJ S TE p / c5 `N A'-ri o N , z rt r✓tiT S . • Gule 12 LlV7- u c I 7 E . Gti OYt CITY OF RENTON FIRE PREVENTION BUREAU -4>NTo MEMORANDUM DATE: December 6, 1999 TO: Elizabeth Higgins, Planner FROM: Jim Gray, Assistant Fire Marshal ye • SUBJECT: Monster Rd. Office Bldg., Monster Rd. SW Fire Department Comments: 1. The preliminary Fire flow is 1750 GPM which requires one fire hydrant within 150 feet of the building and one additional hydrants within 300 feet of the building. 2. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Dead-end access roads over 150 feet in length are required to have an approved turnaround. 3. A fire mitigation fee of$12,757.16 is required based on $.52 a square foot of the building square footage. 4. Separate plans and permits are required for the Fire alarm and sprinkler system installation. Please feel free to contact me if you have any questions. • CITY OF RENTON MEMORANDUM DATE: December 3, 1999 TO: Elizabeth Higgins FROM: Paul Lum ert SUBJECT: Monster Road SW-Office Building Preliminary Application Note on Preliminary Review Comments Contained in This Report: The following comments on development and permitting issues are based upon the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Exarriiner, Board of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on programmatic, site planning and other design changes made by the applicant. • Wastewater(Sanitary Sewer): The site will require new sewer main and manholes with connection to Metro main per Metro requirements. The installation will be in Monster Road SW or in easement areas if on private property. New side sewer connection(s) to the proposed building will be required with permit costs at$100/connection. Sanitary sewer (SDC) fees of $0.078/sq. ft. of gross site area will be required if the property has never paid the fee. Water: The site is served by existing water mains as follows: *A 12" main in Monster Road SW * A 12" main in easement at the northeast corner of the site (City of Renton held easement). December 3, 1999 Page 2 New water main, additional fire hydrants and DDCV Assembly (building fire control system)will be required and must meet current Fire Codes Regulation for fire protection of the proposed on-site building. Any new water mains, fire hydrants and DDCV Vault(s) located on private property will be required to be in easements that will be held by the City of Renton. This site is in the 196 Pressure Zone and has static pressure in the main pt63 P.S.I. (196- P.Z. —50 site elevation x .43 = 62.78 P.S.I.). Water (SDC) fees of $0.113/sq. ft. of gross site area will be required if the property has never paid the fee. • Surface Water(Storm Drainage): The drainage system for the site shall be designed in accordance with the 1990 KCSWDM as adopted by the City of Renton. Biofiltration will be required (more than 5,000 sq. ft. of new impervious surface subject to vehicular use is proposed to be constructed on the site. Biofiltration can be accomplished through an appropriately designed drainage swale or by using a wet vault (underground water quality/detefition system). If the site was included in the overall drainage system of the larger property then the on-site system can drain to the existing pond and only the Biofiltration/erosion control on the site needs to be addressed. The site will be required to pay storm drainage (SDC) fees of $0.129/sq. ft. of new impervious surface installed by the project on site. Street Improvements: The site will require curb, gutter, sidewalk, street paving, driveways and streetlights be installed and must meet current City Codes/Standards. A traffic mitigation fee of$75/daily trip in/out of the site will be required. General: Construction permit fees will be required for construction of water mains, side sewer, and storm drainage system and street improvements. The cost of permits are as follows: The first $100,000 is at 5% of the cost of the construction, the second from $100,000 to $200,000 is at 4% of the cost and the third all the amount over • $200,000 is at 3% of the cost. Half of the fee must be paid upon application for building and off/on site utility and street improvement construction review. The remainder shall be paid when the permits are issued. H:ehlpre-app199-113Mon CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: December 9, 1999 TO: Pre-Application File No. 99-114 FROM: Elizabeth Higgins, AICP, (425)430-7382 SUBJECT: Monster Road Office Building Preapplication Comments Applicant: Arthur S. Chang Project Name: Monster Road Office Building Project Address: Upper Monster Road General.: We have completed a preliminary review of the preapplication materials for the above-referenced development proposal. The following comments on development and permitting issues are based on the preapplication submittals made to the City of Renton by the applicant and on the Codes in effect on the date of the review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Rentor Municipal Code and the City of Renton Development Regulations. The Renton Municipal Code is available at the City Clerk's office and the Renton Public Library. The Development Regulations are available for purchase for $50.00, plus tax, from the Finance Division on the first floor of Renton City Hall. Project Proposal: The project proponent wishes to obtain approval for construction of a 24,533 sf building to be located on Lower Monster Road in southwest Renton. The site borders the City of Tukwila on the west and the Chicago, Milwaukee, St. Paul & Pacific Railroad right-of-way on the south end west. The Metro treatment plant is located on the east. The proposed project would be a two-story office building with an additional level of parking under the building. CITY OF RENTON Planning/Building/Public Works MEMORANDUM December 9, 1999 Page 2 Zoning: The property is in a Medium Industrial (IM) Zone. Office uses are permitted in the IM Zone, if they are located within the Employment Area —Valley Special District (RMC 4-2-080A 207). The adjacent zoning is also IM to the north and south. The Metro facility is Public Use (P-1). The Comprehensive Plan Land Use designation is Employment Area -Valley: Land Use Permits Required: Site Plan Review and Approval is required fori projects in the Employment Area -Valley Planning Area. The project, as cur iently proposed, appears to be less than 100,000 s.f. and the site is less than 10 acres, therefore the Site Plan Review will be an administrative process. A variance for grading slopes in excess of 40 percent may be required. An environmental checklist review and environmental determination by the Environmental Review Committee will also be required. The Environmental Review Committee makes a determination of non-significance, determination of non-significance with mitigation, or a determination of significance. The Environmental Review Committee may also determine that a public hearing will be required, in which case, the Hearing Examiner will conduct the Site Plan Review. An appeal of the Environmental Review Committee's determination would also result in a public hearing before the Hearing Examiner. If the project, as submitted, remains below the threshold for a public hearing, the Site Plan Approval will be administratively reviewed by the Development Services Department Director. (The materials submitted by the project proponent for the preapplication conference indicate that an Administrative Site Plan Review process would be available for this project.) The purpose of the Site Plan Review is to ensure that the site plan of proposed uses is compatible with existing and potential uses and complies with plans, policies, and regulations of the City of Renton. The Site Plan Review criteria are: 1. Conformance with the Comprehensive Plan, its elements and policies; 2. Conformance with existing land use regulations; and, 3. Mitigation of impacts to surrounding properties. The processing time for the Environmental Review Committee decision and Administrative Site Plan Approval is 8 to 10 weeks, assuming no appeals are filed. The fee for the combined process is $2500 plus $0.33 for each mailing CITY OF RENTON Planning/Building/Public Works MEMORANDUM December 9, 1999 Page 3 label. The applicant is being provided with a complete Environmental Review and Site Plan Approval application package with a copy of this memo. Building and Utility Construction Permits Required: A building permit and a utilities construction permit will be required. At the applicant's option, these permits may be submitted simultaneously with the site plan application. The processing time for a new commercial building permit is approximately 6 to 8 weeks. Timing for the utility permit is less. Lot Coverage: There is no maximum lot coverage requirement in the IM Zone. Setbacks: The IM Zone requires a minimum setback of 20 feet from the fro I t and/or street along an arterial, and a minimum of 15 feet from all other streets. Monster Road SW is designated as a collector street in the City's Comprehensive Plan Transportation Element, therefore the project is required to meet the 15' setback. Rear or side setbacks are only required when abutting or adjacent to residential zones. Landscaping: All portions of the site not covered by buildings, structures, required parking, access, circulation, or service areas are to be maintained as permeable areas and improved with native, drought-resistant vegetative cover. Adequate means of irrigation must be provided. The 15' front setback, along Monster Road SW, must be landscaped. This site is located within the Green River Valley, therefore, a minimum of 2 percent of the entire parcel must have natural landscaping, as required for developed sites in accordance with the City of Renton - US National Resource Conservation Service (formerly the Soil Conservation Service) Environmental Mitigation Agreement. Building Height: There is no maximum building height in the IM Zone. Parking: All parking must be on site, no parking on public streets is permitted. The application will have to indicate how much parking is both required and provided. Parking requirements for professional offices and businesses are: Minimum 3 parking stalls for every 1,000 feet of gross floor area Maximum 4.5 parking stalls for every 1,000 feet of gross floor area Americans with Disabilities Act requirements for parking must be met. CITY OF RENTON Planning/Building/Public Works MEMORANDUM December 9, 1999 Page 4 The project proponent has indicated that some parking would be under the building, but has not provided sufficient information for planning staff to determine if there would be enough parking at the proposed facility to meet City parking requirements. Access: The project is accessed at one point only, from Monster Road SW. Sensitive Areas: The site is indicated on the City's Sensitive Areas maps as being within an area of potential concern for land sliding, potential damage from seismic activity, and nearby areas previously mined for coal. Wetlands have been identified as being present on the property. An updated wetland reconnaissance will be required. A slope analysis will be required to determine if a variance for grading slopes in excess of 40 percent would be necessary. The quantities of proposed cut and fill will be required. A geotechnical study and report, with recommendations for foundations and construction techniques (i.e. mitigation for jackhammering and blasting), will be required. Environmental Mitigation Fees: Typical Environmental Mitigation measures include the required Fire Mitigation Fee of$0.52/square foot of building and Transportation Mitigation Fee of$75/new trip generated by project, based on ITE Trip Generation Manual, 6th ed. cc: Arthur S. 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': .Vrtf:4,-t14;,;-:;4';t•••1,-'''4a4letM.•-.;:r.4,:"" - '# as- •„„ ---,Le-. ...4 •'..",..; ',..1.-1-- ,•'----,.. ' . Monster Road Office Building 99614 10/25/99 ill ,e -« M'" _. �. •� :;`ice y ; .;'•„r,r 'Lu r• • di+�..r - �1e_.- _ ..-��-__ _ - �u{ .' .. 1. . 1 Monster Road Office Building 99614 10/25/99 y W. /• IF . i .i `` P WA5 4. .'I, - •sue• - . �, -:.- h ...--- ... ._ T . .:*--- 4160,*^ lad • 'ar, • Monster Road Office Building 99614 10/25/99 FQEIIIEIT 0 10 AQ.CIIITECT&, INC. , PA _ Evergreen One, 10940 NE 33rd Place, Suite 202 Bellevue,WA 98004 (425 827-2100 TRANSMITTAL ' ".> . DATE: February 25,2000 TO: CITY OF RENTON RE: MONSTER ROAD OFFICE PROJECT NUMBER: 99614 WE ARE SUBMITTING FOR SITE PLAN APPROVAL,SEPA,AND VARIANCE: • MASTER APPLICATION (1)ORIGINAL&(11)COPIES • ENVIROMENTAL CHECKLIST (12)COPIES • TITILE REPORT (3)COPIES WITH(5)COPIES OF REFERENCED RECORDED DOCUMENTS • MAILING LABELS (2)SETS • LIST OF SURROUNDING (2)COPIES DEVELOPMENT PLANNING PROPERTY OWNERS CITY OF RENTON • PREAPPLICATION MEETING (5)COPIES FEB 2 5 2000 SUMMARY RECEIVED • PROJECT NARRATIVE (12)COPIES • CONSTRUCTION MITIGATION (5)COPIES DESCRIPTION • NEIGHBORHOOD DETAIL MAP (12)COPIES • SITE PLAN (12)COPIES • ARCHITECTURAL ELEVATIONS (12)COPIES • GRADING ELEVATIONS (12)COPIES • UTILITIES PLAN (5)COPIES • DRAINAGE CONTROL PLAN (5)COPIES • DRAINAGE REPORT (4)COPIES MR07.doc • GEOTECHNICAL REPORT (5)COPIES • WETLANDS REPORT (12)COPIES • LANDSCAPEING PLAN (5)COPIES • FLOOR PLANS (5)COPIES • TREE CUTTING/LAND (4)COPIES CLEARING PLAN • PLAN REDUCTION (1)SET • COLORED DISPLAY MAP (1)SET • JUSTIFICATION (5)COPIES • PARKING,LOT COVERAGE, (5)COPIES LANDSCAPING ANALYSIS • PHOTOGRAPHS OF THE (1)SET PROPERTY THESE ARE TRANSMITTED: FOR YOUR APPROVAL XX FOR YOUR USE&INFORMATION AS REQUESTED FOR REVIEW AND COMMENT REMARKS: Sincerely, FREIHEIT&HO ARCHITECTS,INC.,P.S. (Brady)Yu Fai iu CC: Project File (IF THE INFORMATION IS NOT RECEIVED AS INDICATED,KINDLY NOTIFY US AT ONCE.) MRo7.doo _ .:FIVELOPMENT SERVICES DIVISION • WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED .iith61".".fEty REQUIREMENTS BY BY Calculations, Survey a Drainage Control Plan2 Drainage Report 2 Elevations Architectural3AND4 Elevations, Grading 2 Existing Covenants(Rcorded Copy)4 Existing Easements (Recorded Copy) 4 .7 Flood Plain Map, if applicable 4 Floor Plans 3 AND 4 • . . ...'. Grading Plan, Conceptual 2 Grading Plan Detailed 2 King County Assessor's Map Indicating Site 4 Landscaping Plan, Conceptual4 Legal Description 4 List•of Surrounding Property Owners Mailing Labels for Property Owners 4 Map of Existing Site Conditions • : . Master Application Form 4 MonuMen -CardS.:.(oneipers...Mopum-ept)....)-:::.•;....... • • • • • • Parking, Lot Coverage & Landscaping Analysis 4 PIPW.I3e00POns;(PNIT )4 Postage 4 • Public Works Approval Letter 2 . . Title Report or Plat Certificate 4 Topography Map (5':contours)3 • :.'; .......... Traffic Study 2 Tree CuttingNegetation Clearing Plan 4 Utilities Plan, Generalized 2 Wetlands Planting Plan 4 . , ............................. ............ .. .... ... . ........... Wetlands-.•Study 4 • •••• •• • ••••q• hP This requirement may be waived by: 1. Property Services Section PROJECT NAME: H°A/ Te-iz /121) 2. Public Works Plan Review Section • 3. Building Section DATE: Og 4. Development Planning Section h:\division.skievelop.serdev.planing\waiver.xls • • • • VELOPMENT SERVICES DIVISION - • • WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS tANDi..USeiRERMIVSUBMITTACtiaWAIVED MODIFIED COMMEN1S REQUIREMENTS BY BY Calculations, Survey, Drainage Control PIarl2 gAm'Amm agougom • ••:• • Drainage Report 2 E10• WrIS*9114P00ral, •ANP 4 •• •• • •••.,• Elevations, Grading 2 Extstin MEMMOMM Covenants:k.r.Npcukm F. „.••• •:•:. •••• •••_ Existing Easements (Recorded Copy) 4Flood Plain Map if applicable 4 . • ''• •• ''•''• • ' • • .•• ,• •••. Floor Plans 3 AND 4 '•:•:•••••,.• •.:%. • :-..:•••:•::•:q7. ' . . • ''' • • Grading Plan, Conceptual 2 Grading Plan Detailed 2 : King County Assessor's Map Indicating Site 4 Lands.caping.:PIpricOnce0401'14: •• •• .••i• . • • •.•• .• Legal Description 4 List of Surrounding Property 0wners4 •• : • Mailing Labels for Property Owners 4 .. . NOR.Oti:Odstino!,sit0.;conditions.4 Master Application Form 4 Monument Cards (one per monument) 1 '''''' • • Parking, Lot Coverage & Landscaping • Analysis 4 • •''''' • •: - ' Plan Reductions (PMTs) 4 • Postage 4 Public Works Approval Letter 2 Title Report or Plat Certificate 4 • Toppgraphy.Map:(5 contours)3 Traffic Study 2 EW Tree CuttingNegetation Clearing Plan 4 • • . . Utilities Plan, Generalized 2 • Wetlands Delineation Map 4. Wetlands Planting Plan 4 • • . . . . • WetlandS.Study 4 This requirement may be waived by: 1. Property Services Section PROJECT NAME: 2. Public Works Plan Review Section • 3. Building Section • DATE: 4. Development Planning Section h:\division.skievelop.ser\dev.plpn.ing Waiver.xls iris*****x******************************************************** City of Renton WA Receipt **************************************************************** Receipt Number: R0000922 Amount: 2, 752 .31 02/25/00 14 : 34 Payment Method: CHECK Notation: ASHTON DC #1172 Init: JEJ Project #: LUA00-026 Type: LUA Land Use Actions Parcel No: 242304-9123 Site Address : 1201 MONSTER RD SW Total Fees : 2, 752 .31 This Payment 2, 752 .31 Total ALL Pmts: 2 , 752 . 31 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81. 00 . 0007 Environmental Review 500 . 00 000 . 345 . 81. 00 . 0017 Site Plan Approval 2, 000 . 00 000 .345 . 81. 00 . 0019 Variance Fees 250 . 00 000 . 05 .519 .90 .42 . 1 Postage 2 .31 dc7 -UZ(p�r� liter Kecorotne Keturn to• Russell F. Tousle,: Tousiev Brain PLLC -nn j'" Avenue. Suite 5600 Seattle, WA 0810.1-5056 Grantor: B&G Renton Partnership,a Washington,general partnership Grantee: Opus Northwest.L.L.C..a Delaware limited liability company Abbreviated Legal Description: NW of Sec. 24,T. == N.. R..4E.. W.M. All in City of Renton. County of King, State of Washington. Full description on pagetsl A-1 and A-2. Assessor's Tax Parcel IDC =. 24 30-t-0121-;'6&=4230=-0123-04 STATUTORY\VARRA:NTY DEED • THE GRANTOR. B &:G Renton Parnershtc. a Washington general par, nershie. f'r good and valuable consideration in hand paid. convey and warrant to OPUS ';ORTHWES T. L.L.C.. a Delaware limited :lability company, the real estate described in C1 Arractunent A attached hereto. situated :n the City of Renton. County of Kin_l State of '•vashrngton,subject only to me matters cescr bed or.Attachment B hereto. DATED: January S. 19Q9. C ' VI GRANTOR: B & G RENTON PARTNERSHIP, a\Vashin n general partnership Bruce M. Blume, t:Qenerai Pacmer • i_. EVEl.OP Ec aE O�1NG Dolv FE82 2O Kip (%, ,w`. l'. . w.,��.1 r7-1`j�1 �,`... a_ k;4 nLJI'i ��'�J • kET; Trananation Title �ANr8T 1 'A99 . STATE OF\VASF 'JGTON • )ss. COUNTY OF KL,IG• I certify that I know or have satisfactory evidence that BRU:CE Mt BL[ fE • is the person who appeared before me. and said person acknowledged that he/she signed this instrument on oath. stated that heishe was authorized to execute the instrunerrt-and acictowiedged it as the General Partner of B & G Renton Partnership. a Was�hin¢ton general partnership. to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. • Dated. January 1999. \`+� kgt (Signature of Notary Public FCLAL SEAL SHERRI I L.PPELLE1IER• • Per?welt-stle•1Ysfreflnn 1-Printed Name of Notary Public) AIN / Cen,.n9e11 Learn 41-01 ^s.? i C./ My Appointment expires ''C'', . O C; C) • • .TED Er. • Trananadon Title •i�,r� � lyy9': • • • • EXHIBIT A • Legal Description PARCEL. A: THAT ?CRTICM CF THE NORTHWEST 1/4 OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST M.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE 124 CORNER BETWEEN SECTIONS 13 AND 24 IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87°25'48' WEST ALONG THE NORTH LINE CF SAID NORTHWEST 1/4, 1,214.00 FEET TO THE WESTERLY MARGIN CF COUNTY ROAD NO. 3 (CHA.RLE S MONSTT...R ROAD SOUTHWEST) ; THENCE SOUTH 32'29'51' EAST ALONG SAID WESTERLY MARGIN 85.34 • FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 2 5 5.4 FEET Cr: A DISTANCE CF 129.14 FEET; • :1 THENCE SOUTH 01°24'51' EAST ALONG SAID WESTERLY MARGIN 263.00 C4 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88'35'(29" WEST 436.55 FAT; THENCE SOUTH 02°23'12' WEST 115.03 FEET; v—i THENCE SOUTH 70°05'24" WEST 95.47 FEET; THENCE SOUTH 88°37'17" WEST 105.38 FEET; r: THENCE SOUTH 04°58 17" EAST.410.23 F..= TO THE NORTHTrESTE'RLY'• C.) LINE OF A TRACT OF LAND DESCRIBED IN DEED RECORDED UNDER RECORDING NO. 8606190933; THENCE NORTH 46°16'55' EAST ALONG SAID 'NORTHWESTERLY LINE 202.01 FE.ST; THENCE SOUTH 52°29'22' EAST ALONG THE NORTHz._ASTERLY LINE OF SAID TRACT 445.21 FEET TO THE WESTERLY MARGIN OF SAID CIEIARLES MONSTER ROAD SOUTHWEST; THENCE NORTHERLY ALONG SAID WESTERLY MARGIN TO THE TRUE POINT OF BEGINNING; SIT'.ATE IN THE CITY CF RENTON, COUNTY OF RING, STATE OF WASHINGTON. • • ED Er: Transnarion Title JAN H. 1999 PARCEL 3: THAT POP,TICN OF TEE NORTHWEST 1/4 OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M , DESCRIBED AS FOLLOWS: • BEGINNING AT THE 1/4 ^_CRKE_? BETWEEN SECTIONS 13 AND 24 IN SAID TOWNSHIP AND RANGE; • THENCE NORTH 37°25'48' WEST ALONG TEE NORTH LINE CF SAID NORTHWEST 1/4, /4, 1,214. 20 FEET TO THE WESTERLY MARGIN CF COUNTY ROAD NO. 3 (CHARLES MONSTER ROAD SOUTHWEST) ; THENCE SOUTH _2°2 9'5 EAST ALONG SAID WESTERLY MARGIN 3 5.3 4 THENCE ON A CURVE TO THE RIGHT RAVING A RADIUS OF 256.43 FEET T A DISTANCE OF 129.14 FEET; THENCE SOUTH 7_'2 4'51' EAST ALONG SAID WESTERLY MARGIN 2 6'3.00 FEET;THENCE SOUTH 38°25'09' WEST 436.55 FEET; THENCE SOUTH 32'32'_2' WEST 1L5.03 FEET; THENCE SOUTH 70°05'34' WEST 95.47 FEET; THENCE 'SOUTH 38'27'17' WEST 105.38 FEET TO THE TRUE POINT CF ..r BEGINNING; • r; THENCE NORTH 01°22'40' WEST 437.90 FEET; u THENCE SOUTH 88°03'09' WEST 283.04 FEET; i4 THENCE SOUTH 54°28'10' WEST 490.45 FEET TO THE EASTERLY z MARGIN OF THE CSICAGO, MILWAUICEE, ST. PAUL AND PACIFIC c RAILROAD COMPANY RIGHT-OF-WAY; H THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN 1,610.67 TEAT TO C A POINT ON THE WESTERLY MARGIN OF COUNTY ROAD NO. 8 (CH RLES n MONSTER ROAD) , SAID POINT BEING ON A CURVE HAVING A RADIUS OF n 250.37 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 58°59'440 EAST; THENCE NORTHERLY ALONG SAID CURVE AND WESTERLY MARGIN 250.58 FEET TO THE SOUTHWESTERLY LINE OF A TRACT OF LAND DESCRIBED IN DEED RECORDED UNDER RECORDING NO. 8606190933; THENCE NORTH 48°12'23' WEST ALONG SAID SOUTHWESTERLY LINE ' 420.25 FEET; THENCE NORTH 09°01'55' EAST ALONG THE WESTERLY LINE OF S,1LD TRACT 125.00 FEET; THENCE NORTH 46°16'56' EAST ALONG THE NORTHWESTERLY LINE. OF SAID TRACT 17.69 FEET; THENCE NORTH 04°58'17' WEST 410.23 FEET TO THE TRUE POINT OF BEGINNING; • EXCEPT PORTION LYING NORTHERLY OF THE CENTERLINE OF A RAILROAD SPUR EASEMENT AS DESCRIBED IN RECORDING NO. 5321102; SITUATE IN THE CITY CF RENTON, COUNTY OF RING, STATE CF WASHINGTON. I A-_ • _ 1:1L717 BI: Tran3nation Title JAN8 1999 • • • EXHIBIT B • Permitted Exceptions 1. Real Property Taxes for 1999. not vet due and payable: • Tax Account No. 242304-9121-06 (Covers Parcel A) 242304-9123-04 (Covers Parcel B) 5. ASSESSMENT: ORIGINAL AMOUNT: 5543,656.75 INTEREST: 7.94 FROM: - September 13, 1988 "• ANNUAL INSTALLMENTS: 13 INSTALL1i..E*tTS PAID: 10 • ^1 INSTALLMMITS DEL:NQD?NT: 0 NEXT INSTALL=NT :^LINcUENT: Sentamber 13. 1999 LEVIED BY: Citv of Renton r4 FOR: Street improvements L.' NO.: :22 PARCEL NO. : 2 c. EASFME.N I AND THE TERMS AND CONDITIONS .iL OF: PURPOSE: Water pipeline AREA AFFECTED: As now laid RECORDING NO. : 337821 (Covers portion of Parcel 3) 7. EASEMENT AND THE TE•RHS AND CONDITIONS THEREOF: PURPOSE: Industrial track or tracks, together with necessary • embankment slope for cuts and fills AREA AFFECTED: Northerly portion of Par el B as described therein • RECORDING NO. : 5331102 3. SASEtSErr AND THE_ TERMS AND CONDITIONS THEREOF: GRANTEE: Municipality cf Metropolitan Seattle PURPOSE: Sewer interceptor and a�district heatiac and cooling sys em AREA :.,aEcTs : westerly portion of Paro.l 9 as described therein RECORDING NC. : 3605020840 =::'0:71:740.01 B-I • ommir11111HT. Transnation Title r I r N 8 19 • • 9. EASEN.F-RT AND TaE TERMS AND CONDI ICNS T?EEOF: GRANTEE: Puget Sound power Light Company PURPOSE: Electrio transmission and/or distr_butior. lines ,AREA AFFECTED: Not disclosed of record RECORDING NO. : 8805220282 10. EAS `P1' AND.TEE TERMS AND CDNDITICNS TEERECF: PURPOSE: Reciprocal access and utilities AREA. AFFECTED: Northerly portion of Parcels A and 3 as described therein RECCEDI:TG NO. : 9006281422 11. EASM1ENT AND THE TERMS AND CONDI:ICNS T WOF: PURPOSE: Rail_ead spur AREA AFFECTED: Portion as described therein RECCRDI:TG NC. : 9006231429 P+. EASi:17.27 AND TEE :?MS AND CCNDITICNS = EDF: v. PURPOSE: Reeiorpca'_ easement for none ildable area and emergency vehicle access AREA Ar ECTE : Stip of land 60 feet in width as described therein RECORDING NO. : 9006281430 T Vo v; 12. EASEMENT AND TEE' TERMS AND `•NDI IONS TrE_REOF: PDAPOSE: Waterline AREA AFFECTED: Strip of land 15 feet in width as described therein RECCP.DING NO. : 9006281435 L4. 'A SENT AND TEM TERMS AND CCNDI__CNS :EREOF: GRANTEE: MCI Telecommunications • Corporation, a Delaware corporation PURPOSE: Underground communication egnip:aent AREA AFFECTED: Westerly portion of Parcel B as described therein RECORDING NO. : 91/0290815 __. EASEMENT T AND THE TERMS AND cc 1DI:_CNS YHr E'3F: 'GRANTEE: C.city cf Renton PURPOSE: Roadway and public utilities AREA . FFEC T : Northerly per^ ors of Parcels A and 3 as described therein 3ECCRCI:TG NC. : 92C3133973 and 9208100905 =:1'029'52740 01 B-2 • sa 11I� L1. Tran5nation Title ;'•.IAN 8 1999w • . Terms and conditions of Ordinance Nc. 3982 tte C_-- of Renton recorded under Recording No. 3708212945. • 13. Terms and conditions of Ordinance No. 4'57 ..r,e Ci f ot, Renton r=�-"•1ad under Recording Nc. 3808190391 19• wetlands covenant and easement imposed bv instrument recorded on .:t:ne 21, 1390, under Recording Na. 90062.0681. (Covers Par_e'- 3 and other property) 20. Covenant to indemnify imposed by instrument recorded cn June 28, .990, 1nder Recording No. 9006281431. 26. Covenant to maintain wetlands imposed by instrument recorded on J--.e __, :390, under Recording Na. 9006281437. 27. Warr- _st cf formation of local improvement district ard;or. c'_f-slte roadway improvements imposed by instrument • recur=_d on Sepoemner t7, 1990, under Recording No. 90092-1241. 9.4 28. AGR:�"t"TT AND TEE _ERMS AND CONDITIONS ..'""..RED : V I RECORD Navemner --, 1921 RECORDING NC. : 1567708 rTi REGARDING: Drainage and easements r-I Said cement was amended by instrument recorded under • Recording Nc. 26022.1. v CI 29. AGFi:"r�.'`iT AND TEE TERMS AND CONDIT-CNS THEREOF: RECORDED: June 28, 1390 RECO?^ING NO. : 9006281436 REGARDING: Sewer easement 30. AGREE'. T'_ AND TEE TERMS AND CONDITIONS THEREOF: RECCP"r2: June 19, 1995 RECCREING NO. : 9506191492 REGARDING: Regional detention facility pump station agreement and reciprocal easements • `3:1'02TR:74n B-3 • • • • • LT BT. Trsn!o2tion Title • JAN619 ' a 31. AGR_-E'er"r'T ANn 7am 712ns AND CCNDITICNS I' i EOF: RECORDED: January 23, 1997 RECCRDLNG NC.: 9701:30532 R=GARDLYG: Memorandum of Purchase and Sale Agreement 32. mar:Ens RL ATE' TC :.:.:A E=17= COVERAGE. AS =SC..,CS= BY CNPSCrRDED SCRVt 2Y BASE. RD= a B=TINCS. INC.. CAT H ROT 14, 1997 AS .CB NO. 97056.00: A; Possible encroaetme_Zt/part;: in possession not disclosed of record as evidenced ty =p poles vitt anchors located along the Southeasterly =tindery of Parcel B • • NOTE: Minor __r actzens to said survey are needed as fol.onc: 1) The legai description of Parcel A incorrectly defines thin second to • last call; and 2 t`.e Dime Point of Beginning of Parcel A is incorrectly identified as the 'r'1e Point of Beginning of Parcel B. 41. ANY SrERV:C= NST ':CN. CONNECT:CN. MAINTENANCE CR CCNSaRUC I_CN CHARGES FOP. SEWER. WATER. ELECTRIC =, CR GARBAGE CC:.LZOTTCN OR T DISPOSAL. CP. CT3 7_'='7TES UNLESS DISCLOSED AS AN E.XCETTRG LI'I7 EY m Apr PUBLIC RECORDS. :1 • e4 42. EASc'�*.�l'T AND TRi TERMS AND COND�':DNS ,TFiEROF: GRANTOR: Eland Building L? and B i G Renton Partnership GRANTEE: C.S. 'Sprint communications ch. `P DATED: October 21, 1998 r, RECCROE>r: December 16, 1998 T RICCP.0I:0G NC. : 9812161017 AREA AFT=^==: As descried therein • • • 2221'02912740 01 B—I • • • • • • Trsnsnation Title i•!!1� era. ., . 'fit z — , il4csu. y,. r -.' slit'..../....,L 6-'2 • . ... f• .. -, . . _. . . . ..,10, ., .•• ...„ • . . . .._ . . . . . • . , ., .., i - 1' -�(Lc11 ..c rrcI. p l.�lc:tQ/ L _._ %�(�'Cu.r.it-i i r. - •- - , .,y.C•- G at LC•LD1: �GLtlCLltlt: • l / d /.L( ; • • ._ )• • ^�•' ' ... .. _ motr •••:, ....' • .... 4.i i. i. .__.__..__ ve . 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I • 41 i .,� BEIMIDthiii.JMN a arisinammunimmir N. t I, V1 S. I 1 • _y E•i9EH£� y: the Grantor, COETAIIER CORPOR.:7I0b OF A3tERrCA corporation, for and r a Delaware + is Consideration of the sun of One Do11ar (41.O0 '; and oLhar ralnatla cor.sidaratiotf the ). r receipt whereof is hereby a chtews : .V. ` lsdssd, hereby grants ard conveys to the Ct3ICAGfl • ADD 'xCIFIC r KII?:iu , ;r. FAUL I , 1112CAO C�MPAA7, a `•iaconsin �r •.� jWA3HIEiOZbb a.r•2oa;, Sao poratioa, ss;•i ORECnx_ ..AV'IOA?Ink rnrnsk! a n-•• -_ its lessee, CrIGH :1CIFIC &A ' VaVA wry;,,-:;y ,� R1d Ilrl .MMEMMEni �� RAILROAD COMPAkT, a Utah corporation, as °raata.e, and to •au of them,r their successors av+1 asg•n is lsr e_eenc.--nt II or the construction, maintenance and operation • of an industrial track !loz tracks, :ogetL,,r city necessary embankment slope for cuts and fills; over, upon, along and across the following described real ostate sit- . • w in the Count? of Eilg, state of Washington, Po long as tta I I lbe used for railroad ' purpose i Ii- Ited wry QA ua°rrteslend• in the 1'orthweat Quarter of the 1 T (0# U10) Section orth- ® 1.... �oara_aip 2�r�*�thrsa Meru,twat t I i] ! • w -�-=��.. a: -• .ate-lour seat . - I � watarl_r el! arre.e,_...__ tf.e.a.... .'•_:tom.._ �_.,,i I RE NMI a width of to t7 (An) tsi w�...,,, L. i !Airline of a spur track_be�t _ fosita�Q 0,44i men nL 0}� to �...Y. =Ir,�Jr w WA : ar_d fifteenPr) G� Grantor'a `• lspa I • and D, azae era said sAIC tare i track c'interline starting at the II�' "' spar '•� the e•'marline,� trye track at �`!it at. snitch et one hundred ten and fire�te ek c .5 ��t'S0� thease No. U. turnout to the heal 'of fro '3� ati t1•1 a thane• on the are of s deg at eta°iOn ve ti, the left to + fifties degree (1S ) CiPl7e curve to manna 1 Ili_tioa,t•03.7` thence on taint to said .,:. : derma forty-four " 3C3 3a tµi aL`Zto the text ill I . �, tode „n7-four minute (156449) carve at station p*pp ,� detpo , forty-four minute I thence Om said f at a ation l� 1 �) curtr to rZr four � ; thence of said ntteea , 1 III i 1 j f northerly a (15'44'e curve�o a tatID 1b �Ehsee and si(ht and °tea 'said tfast- being pa!7 I �� Cr` +�tarf s*structures, waalf ie .e feet deasterly s-p I point D at atatioa.19!33. ee °t said I- • II aid a More-ascarib.d real estate is Moen ,dice,-.:ar: sup market "Each=e`tV, dta( Berms l�a,I -= - 13 � _...d ua-i,%vab8 �`of a Pars aereoi. 11 3,1 ill Ii •. I , 1eeta 7,,•-•..:4-•'-.. : .:., ... : :.: :;':. .. ,,• •• : -. -..;.••-.'....tt:2,,,;..,.-.:::::. •,.•.-;:••:.:;.--i'.:*.-.:*t**...:;:-.1j1 75;47 . :,.. ' ' (� P _ _ .R..vtst • I ;.::ii . 1 4. • .l , . ..&.iii i. r --: va, :3r,t to terminate this eaaexant 1 . ,_. ` - * . , �, upor •:zty (6C' =Ts' ri' ,ter r••:ice it -.he event the Grantees shall 7 :` - - fail to ,...roYide -tes r. _d from .he 1_rantorta premises or the ; • _ • - grantor r/) larrer .-.::quires serrice by railroad. -�-0.. . .. , the . , exscuted ,,.. - , '. `s !" 1.k--- i ; i. ; .. Attest: COXTAIh!'Fi CU£FOH..TIO)s OF AML&IC:. s. i. Wil latkillie.%9 1 i.� J A.,i - Y� -resident 1 i 7 / .k I ( _, :.ounty or ' i� - On this J - ��!7 of 1. .. 1•5 /l1951, efore as. .. C —_,17 ��... 1 _ , _o ■e known to be the�i id.Mt in _ 'i2!f`etary, I E goine instrument, znd aelnorler<ged said instrument to to the free and : 11 I:- - r. roluntary set arc deed of amid corporation, for the use■ and purposes � y f therein mentioned, and on oath stated that they wows authorised to i.t lma -!execute said 5-----ass , and that this seal kffixed is the corporate ,J__L i - Taal of as is c :ration. ;r..'A i r 1 • t Ili WTTh?SS hh�,R!OF,' : ha►s bareunto oat ayhand and affixed •� :ry official seal tta day and year first aoore written. .;. of r' y< „ , '_,, , .ratii ir at t „Ed My casatlaslow ext.. a• .05 y I; PI Y v ._ - 1 5 _ [ _ �_ ^ 1 �• APTIOVEB i:. EIEC�TV.!1 ar --. L , 1 4 V 1 1 ,�,,!,,ER 0 I. 1 Z. I I: • -q. 6 1 _ J�7 k • • Exhibit r, 86,05/02 '- *0840 . C' UTILITY E'.SEMENT REM, F 9.0C CRSNSL *.A'**9.00 .1 'SS CONTAINER CORPORATION OF AMERICA, a Delaware Corporation, its successors and assigns (hereinafter referred to as "Grantor") , for and in consideration of the sun of Thirty Nine Thousand 1 Seven Hundred Dollars ($39,700.00) and other valuable 5 considerations. the receipt of which is Hereby acknowledged. i does hereby convey and grant to the MUNICIPALITY OF i O METROPOLITAN SEATTLE. its successors and assigns (hereinafter ' 1" referred C.c. as "MUNICIPALITY"),. a permanent easement over, i cJ across, along. in. upon and under the following described O property: . .j N . . 1 Q That portion of 'the -NW 1/4 of Section 24, Township 23 p North. Range 4 East. 'A.M. , lying Easterly of the Burlington 1 ap Northern and the Chicago: Milwaukee,. Saint Paul and Pacific Railroad Rights of Way. included within the limits of a 1 strip of land 20 feet in width, the centerline of which is i described as follows: iBeginning at the Northwest corner of said Section a4; ' thence South 87° 29' 26" East along the North line , thereof 38.84 feet: thence South 23° 30' 00" East 761.65 feet to- a point on a curve from which the radial center j bears North•.65° 30' 00" East-572.96 feet; thence i Southerly along the arc of said curve concave to the East . i 104.31 feet: thence South 33° 55: 52" East 905.96 feet to • i a point on a, curve from which the radial center bears North ! 56° 04' 08" East 572.96 feet; thence Southeasterly along the arc of said curve concave to the East 319.69 feet; thence South 65° 54' 00" East 180 foet more or less to as ' 1 intersection with the 'Westerly margin of Monster Road crd • the terminus cf said centerline description. conr.ain'zg { 32.900 square teat, more or less. I . e Said easement being for the ourp:,se of installing. • constructing, operating. rai_:aining, removing. repairing, . replacing and using a sewer interceptor and a district heating 1 and cooling system with all connections, manholes and 1 appurtenances thereto. together with the right of ingress to i . and egress from said described property for the foregoing purposes. i r.� i Grantor further conveys and grants to the MUNICIPALITY a temporary construction easement for all purposes during the • 4 construction of said facilities over. •--r' . along, in, upon 1 and under the following described property: t 1 i � Container Corporation of America ETS-3D lst National Plaza Easement Nu. C-10-2R Chicago, Illinois 60670 Revised: f r aCIEF TAX NOT REQUIRES t . igni Co. Records Ohisol 1 "4 txi44 T I , Qepa� I A i 1 • Page 1 That portion of the said NW li< of Section 24 and of the SW 1/4 of Section 13, Township 23 North, Range 4 East, :4.M. . lying Easterly of the Burlington Northern and the Chicago, Milwaukee. Saint Paul and Pacific Railroad Rights of Way and lying Westerly of a line which is 90 feet Easterly lof 1 and parallel with the above described centerline, A containing 178,300 square feet , more or less. together with the rignt of ingress to and egress from said described property for the foregoing purposes, said temporary construction easement to commence on September 16, 1965. and to terminate on the date that surface reconstruction and ' restoration work ':.s. been approved by Grantor or on June 1. 1987, whichever shall first occur . A 1 CD The Grantor hereby and the MUNICIPALITY. by accepting and p CD recording this easement, nutuaily covenant and agree as follows: CD 1 . MUNICIPALITY shall, upon completion of the installation or constructio.i of any facilities described herein, remove all CD debris and restore the surface of the above described property .as nearly as practicable to the condition in which it existed at the date of this agreement. • 2 MUNICIPALITY shall, if the above described troperty or 4 other property of Grantor is disturbed by the operation. 9 use, malfunction, maintenance, removal, repair or replacement of the facilities specified herein r?store the surface of the above described property as nearly as practicable to the condition in which it existed at the commanc ne:lt ct said maintenance, removal, repair, or replacement or other activity. • 3. bUUNICIPALITY shall protect and safe harmless Grantor from any and all claims. demands. loss. damage, expense and liability of every kind and description including personal injury and for any damage to or loss or destruction of property wnatsoever sufferea by Grantor, or by any persons. fires or corporations. t,ecauso of the conotru^.tion, installation, operation, use, malfunction, maintenance, removal, repair or replacement of said facility or any ^".er activities of MUNICIPALITY or its agents. contractors • subcontractors. 4. All right, title and interest which may be used and njoyed without interfering with the easement rights herein conveyed are reserved to the Grantor. After the date of I i r Container Corporation of America ETS-3D 1st National Plaza ,Easement No. G-1Q-2R jl Chicago, Illinois 50670 Revised: 1 E 1 y i • • Page 3 J 4 . (Continued) this agreement. the construction. installation or maintenance of any structures. whether temporary or permanent, shalt be absolutely prohibited within the above-desczibed permanent easement area and shall be deemed A an unreasonable interference with the Municipality's easement rights unless specifically approved in writing by the M'inicipality. Moreover. as to such structures. the provisions of Paragraph 1. 2 and 3 shall not apply. 5 . Payment for the temporary construction easement herein O granted shall be made within 60 days of Grantor ' s approval of the surface restoration work as hereinabove provlided. Payment shall be at the rate of Four Thousand Eighty Sit II aa 1 CD Dollars (f4,086) per month or fraction therof that said CD temporary construction easement area is in 'ctual use by OMUNICIPALITY. The term "actual used as uses herein shall CD commence on September lb. 1985, and shall extend to the ..p completion of work. including reconstruction and restoratior of areas affected by the construction. f 6. ?MUNICIPALITY shall pay up to $200.00 for expenses incurred 1 by Grantor for the expert evaluation of this easement under • the terms of R.C.W. 8.25.020. 1 t1 DATED this 11th day of Segt^:giber. 1985. 0 J CONTAINER CORPORATION OF AMERICA 1 Senior Vice President I I. ATTEST: c_-i -` ri 7 I\1 C: t =-_. fn Sects pry _ 1 J —. _: c: Ir c State of Illinois ) -'� �, —nc ) SS I i County of Cook ) t , Subscribed and sworn to before me this _ ''/fL day of Saptemoer , 1385.. . ` Notary Public s `J } , My Commission Ex;.ires: ,,_1t/A.ti•1�..+- .'' Y(15 - • i t . • t • • „. N, 8605020840 • /1" \ \--.--- / z >e 11\ s (TN'N_.Q s UNTA/NEF Cal 612 A,5IEKICA CD N / \ I /. . ‘ \\.: ' TOTAL. TEAIPO.CAAY COA'SIRUCIION EASE/•�E/VT ARU. I.78,5OJ:5.E Ii 5 �L) !O. TER,: UWST•CUCT/ON ESM'T (1 rpi 1 Yr :I -A \C-- .--t'---Tri. .- I, 1- \\ }l Air_ f.; `�}41 1;1{,..4••r ''4.4 :::). '-�� 1 s• l4 }t +!F wn.d `..�, � .y��,�� ' ,1 ,; �;1'r� .,.. .I:1(l .�' :1•• ;TJ"'2:-�--,_�' 1y�„ I:.r,`r ,--1'�v + *- ';lir,7 J+'.l'r.t'_l ;1 ♦ 't-'4i •__;ti ..�._ ;'.r•,r--r.•--_;�,.��*T':-r�,T �'.t ✓�, -c,P f�v •c /'.ram ii^ -• ^•I; .4JY�Q'j',4 r'2.5'' -rJ�r•' (T i:--: f - - -- -- - -T_ - rfue c�vsTri p 8L/2L/Nc:Taf! NORTHE"FN \R i N- C) 14a• !.•1 4.1urnil•r U [•1•m•.1 1,.m1,•r • ri271:„1 P•rn..•.,+ C•..m•nf !ter J-rm.,M,n.c�adiry•r Wr.w,r�len 5•unrr• --_ - T•ml•or•rT [e• m•nl ^_._ FINTUM [►r l UlwT 1PI 0.M.IIn Y ', 1Iil49-KE1%S.'7, 7,u/, 62/4/3tR11CrnN G91CHGr/r �_^---- 1!.1( .,�-rO5t1)fA5FMENTs (75 - 30 I !'� i • . t • • • 1..- ui...............r.1......40.1.1-iNi.r.ka::,.6.4.41tes b,:41:._x..3.1.44m. •-• • •• "..rithati,'iaiirii,thilei.T.F._XL.aarayarairk, IL •A .. . . 8605020840 :,.. • -. . 1 4. . • I .. . . ..C)), • N. . • :i. .-....:,/. . • ..,-.... ! • ; . .. Il - II t....j II 11 <1 • '.. ...-• I; .'. -__ I I . • ...•' I ) . . . ".. • . ,'"' •I 1 • . • .. - . •. .'. •• . .. t...I . • , • 1a i \ . • 11% - N ' -- , , , 1-*l'-,1 I -I) . ........ ._. . ,.. • • ‘1.1 ----)g'f.%5 -i 0 .: .1:Zi . . . • ,- -:-- ft.'qi7114.+ ..-- •, '...... -LI -- co• 1..:.me.. c....:1,....,?..i•ti c...r,v,s e.:"...r r '.". ...-'...L 4. :... f....• k-'..I , _......'4' i:i:...,,:%-.1.' I OK7. it ..... . . ICF-..' -ite ft.l'Af4/4Thl• CASt h I t iV r i' ...14 .o-..-1 i • I) ell - i 1-.1 i ‘,...., cr .1 1- n • ,,!.........-11. 00......•" -Ai re0,- 74 1•,. .4.; 1•t-tt-1i ri--431..mi,:-.±',fr;_...-.J•;.-4-.•._:.; .:I.-,...i;...'zi--;•,. 2 kiL.irr--.rt !..-.:_LV-t-;,-,-, ' -- tzL.I , . . - n. :4,4- W-tt-i,g-i4.-ta-r-Iii..1_11.4t...1-14:_":i_',4:.-r.,2-::.:'-•: !2-,-....Q.'•:f...1.4:-..!-' ,": ' .1,..-.4.--- 0- ---'" . ..--. . -:•116,Iill-jilt :!41.4,11 Li AP 34:44.Ai 1LE:.1.1-1;fd,1;,!!!"14:41cTiVx;;1•.!i Icit!,,4 1. ,':!.---- 1. .e:f--- .-- r, •7,1):-;- #-I:.;7ii-44-7 i'i1-1:1-1"-1.7:qi.',4,1;-4,f-:it l'').,1-1;',1-?•111. l'7 i!1.-..----- L.3.1.it- - ...--- :' ...ill r.;•..t..2222....7_;-: /...=.1...; --.:2..._::::L'' ;::::::::::2.7.,1-4/7''''' . ‘.....---`..--— / ,,T, i . r--- . ..,.- _ . ••___ . . . . . . _ .. . •__ _•• • __ •_ .___ . _________ ....• ,„..,..,„(,,)N A/ilk:I'?i E if,..,1 1 *". • - ' - .__ . - . _ .. _ ..... .. •• -•• . -- k... .I I-. (..a ttaintb•o i • II a I a n.•a.. !...,.I.•; ___ • __ --- ,r,• P, /,::,,,:'....I I.•,.-....•It 1• ...ant -- NI IT1311TMO Mut.taaolaty ol LI-Dananhlon..;•....9,a .--.--.. • '''''' -Oa. __—1;71 3 1Tliiii4-FERS I ----r;..--7; --- ET1.....p.,•,, 1..•,,,,,T ‘7.7...ir tr. oviiis —1------ - ---—.—• ...eV/hl/All r r/IPP flc i JA.; • • • k ri, • ORIGINAL United States of America 8 8 asp 3 oz8a? • - I For am in consideration of One Dollar (S1.00) and other valuable ::.., consideration. the receipt of which is hereby acknowledged, xNrALNE CCRBIRATICti Cr A...ERICA, hereirar.ter "CCA", a Delaware corporation successor in interest of Cnncora Carporativ,., a Delaware corporation, • • hereby grants to PL'G£I SOLTO i'C76Th & LIGii C h •Wr:, :2 a Washington corporation (;,ereir,aftc 'Grantee") for the purposes hereinafter Sset ,� forth, an easecent over, across and under the follairu; described real property (the "Property") in king County, 'achingtnn: i O ��_ ,^�j A right n1 way ten (10') feet in wrath bei:,,; five - Ll (5') feet on each side of a centerline d the followingdescribed property: Tecate.. on loll trnse certain tracts r parcels of land situate, ring and being a l that Oortinn of Co.2r :nt L)ts 1, 5 and 6 in Section, and the ortheast (Harter cE the lbrttr�st luarrer (NE lr' f h! 1/:) of said Section 24; and GDvernmer.t Lots and 6 in Section 13 and of tre bed of lace s:d,n el :n Goverment plat; all in Tarr-snip 23 North, -ange - East, .M., King (.JUnty Washington. lying-.ern...ipen County - Road 'o. 3 and the ri-ght of way cc e thern Pacific Railway env, ohd C.'_ca_o, � ..Llwauicee & St. Paul Railway C "'~` at portion of the vacatedaster , t ietner with �:4F Monster Road vacated in favor of Grantor (VAC-O04-$7), `•.' . 'aid Pr.-ertv is core fully r - cesc ^ed cn Exhibit }LLB 'y' attached iereco and oade a part `e red f all urpcses. r The easement granted herein is subject c., the followini is g ing [errs and I. :.::rose. -an tee s'r:aII have the right _a construct, ;; operate, =aintain, repair, replace and enlarge one or rare electric transmission and/or distriLvtion lines over andior canner the flight of Way together with all necessary or convenient apporte.nancvs thereto, ',.Lich .,;- may incluie b.:r are nor lai:ted to the follo.+ir€: ,�Y:' a. 2..erhead facilities. '+,:"� ?pies err/or t�.+ers •,ith c:'ossar�s 4tr braces, „Lys and anchors, electric c:-a••s-,•ission and ? + ':'J'� lines, couurication and si f istr.fr(ticrr �l.' gnat l yes; .-arsforrs. • i _ - --- - ,_ c�T C :rr7 - * • .....,i('N 't!' :.I i:A • j �_ _ ., v�, Sc:,.L;9724 Ni • k • • • • i:rdergrounci facilities. Underground conduitr., cables, -1 ::. "r: vau1C3, ,'-annoles, s.-itches'L -''' and transformers semi-buried or rrou:xi oamted facilities such as pads, transformers and switches. ., -.,. Following the initial construction of its from time to i facilities, Grantee may, ;? � c tee, construct such addiciorwi- fines are other facilities as it may rewire. ve he to the Right Way me Grantee, d sacrossathe tP v,xrty to enable Grantee access '7.... •; "'`'�':° exercise its �.� :l.,y' Grantorfor rights heret.oder; provided that Grantee shall c o. any damage to the o¢�ensaid • r : - Property caused by the exercise of said rignC of access. • 3. Cutting of Trees. Grantee shall have the right to cut CO rr trim any and all brush or. trees standing or growing 'upon t!e right of 0 .:r% may, and also the right to cut or tri,c '....;.. in falling l i in G any trees upon the Property .,.'hick, ',:•:''s:; ^2 Grantee'sfaciles, Grantee ttasona5le judgment, VI %2 N ;riZatd CO 4. "•� ''�`' }�! to use [!k R �an7or's f Wav te, nt Right o_ �ay. Grantor reserves t-e right �`..Y.w' 1r ^' • here it grantee; rvi.•ie r;.,tr �r pucposr` ;et inconsistent ,:t': t` ..:h[s :,lf'r building or other structure Grantor tihall ri;t construct maintain:;<;. on thein art✓ .v`.•:• ': blast �e .chin three n,rd right cf way and Grantor snail do no -i•:""`` Grantee's prior .rice tea l tO 'mot o: Grantee facilities without - _onsenc. • 5. i:'i'-:' Grantee s"dernity. •';r accenting. and recording _'as - ...,._"`-' nii✓ and hold harmless Grantor cement. `a claim; :or injury, Lxluding heath resulcL� t ereftroo. o are gas :y� ':"• suffered by any personJ4xlea-wwu- sec /or damages :.r; rights hQrein Grantee s tee r exercise of the ' �S rgranced; provided that Grantee shall not Pe �� 1'i_ Grantor fry;a:,v Lnturies and/or r�soonsible [o '' acts or missions of Grantor. damages to any person caused s:.iaiv b: 6 {.: , such t'�. as Grantee netases reorights Herein granted shall c^rcin•e •.I;ci1 (2)tsuccessive use the Right of Way for a ars, mich event eriod o '......;;;.::::.:....Cr.: ....� :�" • all rights rreVnoer shall rave this easement shall -e�irAte arxi ? �':;w revert to Grantor or.'- • its successors L^. title. =:;�";:-X.'... i. Successors tiro Assigns. 'v-t. '': ?attics s all �:re :c t:c enfit'oCrights and obligations fhe res c' ant assigns. and b Ind L� _poo^their ,y .._A;,;}� Pet 1.e successors cessnrs • 1988. 'illit iY DATED this Ic':k cis ;.,i�� the ascent c] sad by Grantee . • rl : `�y nag I dent S � RT2J1i'iU1 r- .�`EiiG1 •f+s •4 • he port'on cr. i• ` •1(_ .;^'vim« 9y i --=_�.�.. __ _-_ - Vicc r: . —� ..cr. S-(�R.^.0 u' • — . i oil , . . . . . . . • ,, ,. • • • . (Execution continued from Pose 2) _ 2T.CEP sago FC7,:FR & Liar: r.'7za:y • ay: r Vice itesident • :, : ATTEST: • ? f? Assistant ecretary • • 1• ^`• °�+ STATE OF_ -. • • • Callly OF On this �' �. day of 1988, before re, t-L „iy undersigned, �;,e rsona i i .;-,:, a ,., and Is ,n ,.!.: ., I. _,,,� •.a,}.1 ,•� i :� ,_ - CO me rcnonn co a tre President ant: Assistant crett;r:, •=soectively, of `e , , .' of America, the corporarion that ex Concairer Corporation acknowledged the said i scr-enc executed the foregoing instn-gent, are deed of said corporation, f : be the free and' voluntary act and 1 ;" r tre uses and-purposes therein, mentioned, and on oath stated that obey are authorized to execute the said • instrument and that the seal affixed is the corporate seal of said corporation. i Witness w hand and .official seal hereto affixed the day and Year sF first above written. r Y'c rot tublic in a•xn °c.r- _State r 'uf /�/ ti,_''q:t dSOve.e. residing tti Hy C.�mission Ermirsa• ;;.r� '.,-`,..'2: p� � ?O RDRE COLLINS woi : , �; it�t�, •'' '�F•JaUC STATE OF oilSO �''�mn,h� '.,J1w. xr rryuuIssJo. C1h,fa 4,cs,si� ST. LOUIS COUNry 4:i ti' . r -I • I . • • ,e (AR 22 '88 12:09 CCa RENTOH FLDG P05 . ORIGINAL CONTAINER CORPORATION OF AMERICA VAC 004-67 234-94 - 1220 MR • .KJ-10770 EXHIBIT 'A' • CO PARCEL At C7 'Beginning at iron bolt marking in the center of Section 24 , f7 Township 23 North, Range 4 East, W.M. , in King County, Washington; thence North Ou03'30' West 2622.11 feet to quarter corner between sections 13 and � in said Township and Range; O thence South 89 34'43" West 1137.00 feet, more Crr rx, Westerly margin �f County Road No. 8 less, to the Road) and the TRUE POINT OF BEGINNING, (now known an Steel Hill i thence Southerly and Southwesterly along said Westerly margin 1740.00 feet, more or less, to the Northeasterly boundary of the Northern Pacific Belt Line right of way; thence Northwesterly and Northerly along said right of way and iii along the Easterly boundary of land conveyed to Chicago Milwaukee L St. Paul Railway Company (now Chicano Milwaukee St. Paul and Pacific Railroad Company) for its revised wye line 2475.00 feet, ' more or less, to the South bank of Black River in Section 12•said Township and Range; then' thence Easterly a terlyrly aClong South bank 85.00 feet, more or less, to tLe thence southeasterlyin along County said the Road Southerly 8; %' y g margin of said road 1450.00 feet, more or less, to the TRUE POINT OF BEGINNING; (Being all that portion of Government Lots 1, 5 and 6 in Section 24, the Northeast quarter of the Northwest quarter of said Section 24; and Government Lots 5 and 6 In Section 13 and of the bed of lake -� shown on Government plat; all in Township 27 North, Range 4 East, W.M. , lying between County Road No. 8 and the right of way of 1. Northern Pacific Railway Company, and Chicago, Milwaukee 4 St. Paul Railway Company); EXCEPT portion thereof, :f any, within t;e bed and shores of the Bleak River as they were situated when said river ceased to be a navigable stream. -...1PARCEL 9t • ' . That portion of the vacated Munster Road No. 1123 and recorded under Auditor's ('SAC-00/-87) , ordinance in favor of said Grantors. File No. 8803070671, vacated Ea I -1 Richard J. of in Foster Pepper b Shefelman 777 108th Ave. N.h:., 11500 Bellevue, WA 98004 iRECIPROCAL ACCESS AND UTILITY EASEM (T E This Access and Utility Easement is executed ty CONTAINER CORPORATION OF AMERICA, a Delaware corporation ("CCA") , with r® respect ectvtortn real property owned by CCA', in anticipation of y f ' ANN STEVEace of R BLUME,pohusbandrtions o f and cwifeop(" l to"BRUCB M. BLBlU me AND• successor or,successors in interest underH the eterms of a Purchase and Sale Agreement dated ., Blume (the "Purchase Agreement") , 1990, between CCA and ') • CCA is the owner of certain real property located in the City of Renton, King County, Washington, more particularly described in �, Exhibit 1 attached hereto ("Parcel 1" suss 2 in EXhibit certain other real ) CCA is also the owner � property, more particularly described as Parcel Z, Parcel 3 in Eli b_t Z, and Parcel 4 in Exhibit 4 �, attached hereto (respectively, "Parcel 2," "Parcel 3," and "Parcel 4") . CCA desires to grant easements, for the purposes described heceLn and subject to the provisions hereof, over the real property described in Exhitit 5 attached hereto (the "Easement " which Easement Property constitutes a portion of lrro, Pay )l • 2 and Parcel 4. p Parcel i, Parcel =+ 1. grant cf Easement. CCA hereby " of Parcel 1, Parcel 3 and Parcel 4, grants, for the benefit and across thoseportions of a non-exclusive easement over .FT the Easement Property which are located' within the boundaries of Parcel 2, :":? ingress, egress and utilities and anyfor the purposes of appurtenances thereto, and for 'construction, a operation andmaintenance of a road to be used in connection with such ingress and egress. CCA hereby grants, for the benefit of Parcel 2, Parcel 3 and Parcel 4, a non-exclusive easement over and across those ti portions of the Easement Property which are located within the 1-4 boundaries of Parcel 1, for the purposes of ingress, egress and utilities and any and all convenient appurtenances thereto, and for -'. construction, operation and maintenance of a road to be used in connection with such ingress and egress. CCA hereby grants, for ^.L+ the benefit of Parcel _ .Parcel 2 and Parcel 3, a n-e�-- -'ve Ss easement over and across those portions of the Easement Property which are located within the boundaries of Parcel 4, for the purposes of ingress, egress and utilities and any and all r- convenient appurtenances thereto, and for construction, operation and maintenance of a road to be used in connection with such ingress and egress. The owners of Parcel 1, Parcel 2, Parcel 3 and s_ 111• y Parcel 4 shall sometimes be referred to collective) N "Grantees:" Y herein as • • - 1 - • z!.I. - • • • 11115 • • 2. coma!"nOe with rawer• Grantees shall at all times exercise such •rights•• in accordance with the requirements • applicable statutes, ordinances, orders, rules and regulationsaof any public authority having jurisdiction. 3. No O ^r;an. There shall not be built or maintained over, across or upon the Easement Property any structure or other obstruction which would interfere with the uses thereof for access and utility purposes. The parties acknowledge that the owner of : Parcel 2 may place a rail spur across the Easement Property and that such structure shall not be deemed an unpermitted obstruction as long as it does not unreasonably interfere with access and utilities pursuant to this easement. 4. ion of Road • of Parcel. 2 shall, usingConstn, rion Fva con he owner road, a qualified contractor, struct a paved workmanlike manner, on the Easement Property. a good and ` The cost of such construction shall be shared eu ally owner of Parcel 2 an the owner of Parcel 4. CCAherebyetween grantstto the owner of Parcel 2 and its agents an easement, for the purpose of construction of such road, over such portions of Parcel l and Parcel 4 as may be necessary the owner of Parcel 2 and to construct such road, provided that to minimize disruption Its agents shall use reasonable efforts on of the operation or Far:ei 1 and In connection with such construction. Farce! `^ 5. c_ona_t ,i— an of Uties c Any person •performing utility work on th m e Easeen } at Pro ert Easement Property to its prior condition following the completion ^T i of such �:ork. „11 costs associated with installaticn, repair, replacement, and maintenance of utilities, restoring the Easement Property, including t,.e costs of :C the owners of Parcel 2, shall be allocated among CCA and Parcel 3 and Parcel 4 based upon the relative benefit received by the respective parties from utilities. _f a parcel is not served by anysoot, the Easement Property, the owner of utilities located on obligation to share in that parcel snail have no repair costs for utilities located ed on thelntenance,Easement Property. Pr or ior ? to any construction, alteration, replacement or removal of any '�y� utilities on the Easement Property, the Grantee proposing sucn work shall submit plans for such work to the owners ,' ° Property for approval, of the Easement withheld. All construction workonapprgthe Easement val shall tP opert be y shall be coordinated with the owners of the portion of the Easement Property , upon which such work will occur. • '``-? 6. . '!aintenrnce d The owner of Parcel 2 shall have =_� the obligation and right to maintain and repair the road on the -= Easement Pro ert All.;. costs incurred by any party in connection with maintenancereasle nd b repair of the road on the Easement •.s�; Property shall be borne by the owners of Parcel 1, Parcel 2, Parcel 11 :,ai. :f • • • • i. 3 and Parcel 4 in proportion to the amount of use by the property owners using such Easement Property. In the absence ,of evidence' • establishing substantially disproportionate use, maintenance costs shall be shared equally among the owners of Parcel 1, Parcel 2, and Parcel 4. In the event the Easement Property is used by persons traveling to and from Parcel 3, maintenance costs shall be shared equally among the owners of Parcel 1, Parcel 2, Parcel 3 and Parcel 4. i In the event the owner of Parcel 2 incurs costs in connection with the maintenance and repair of the road on Easement Property, such owner shall bill the owners of the remaining parcels for their share of such maintenance and repair costs. Any party liable for a portion of maintenance and repair costs shall pay any amounts • billed to it within five (5) days of being billed. If such amounts are not paid within five (5; days, they shall accrue interest at the prime rate as announced from time to time by Security Pacific Bank, Seattle, Washington. In the event an owner determines that maintenance or work on the road on the Easement Property is needed, such owner may 9:•e the owner of Parcel 2 written notice of sucn maintenance or repair needs. ;f such maintenance or repair work • :� is not commenced within five (5) days, the owner may perform the work itself and may collect the proportionate costs of such work r' from the other owners as otherwise provided herein. `lotw:thstandi;;a tie ether provisions of th s Section 5, two the extent roadway or a-ility maintenance or repair is re• tt the Easement Property as a result of gaited w,_:in •�� j _ negligence of the owner of Parcel 1, Parcel 2, Parcel J3 for ion or Parcel . 4, then the responsible party shall bear the cost of such maintenance ana repair. far,- -c 2. Release :nl :ndernity. Any Grantee r.ereunder shall indemnify ana hold .harmless the owners of the Easement Property "•••:. from and against all liabilities, damages, obligations, losses. claims, actions, costs or expenses, including attorneys' fees. arising from any act. omission or negligence of such Grantee or its contractors, licensees, agents, servants, employees, guests, invitees, or visitors in or about the Easement Property, or arising from any injury or camage to any person or property occurring : _r ' or about the Easement Property as a result of any act, omission cr •'-: negligence of such Grantee or its contractors, licensees, agents, servants, employees, guests, Invitees, or visitors. ' 8. .F..eci;rocal Termination. Notwithstanaing anything herein ;�., to the contrary, in the event any lien is foreclosea against any parcel which is burdened by any easement or obligation granted ^ . hereunder in manner that has the effect of extinguishing such easement or obligation with respect to such parcel, then upon sucn ' i foreclosure such parcel shall nolonger enjoy the benefits of any easements or other rights gran teto d hereunder. • - - 3 - I .L;tom r • 9. No Mercer. The easements granted hereunder shall not merge with any other estate or interest in the real property • affected hereby. • 10. $1CCessors and 1LSsiang. The benefits and burdens arising hereunder shall run with Parcel 1, Parcel 2, Parcel 3 and Parcel • 4 and shall be binding upon and inure to the benefit cf the successors and assigns of CCA with respect thereto. 11. Arbitratio7. In the event of any dispute arising from this Agreement. the owners of Parcel 1 and Parcels 2, 3, and 4 shall submit such disputa to binding arbitration by a panel of three arbitrators in accordance with the Rules for Commercial Arbitration of the American Arbitration Association. • 12. ?ttornevs' Fug. In the event any slit, arbitration or • other legal proceeding is commenced arising from or in relation to this easement, _, prevailing party in such proceeding shall to entitled to recover its coats of suit, including its reasonaole attorneys' fees. DATED: 1990. CONTAINER CORPORATION OF AMERICA, a D.I.avare corporation .�.y. Tithe: 1 _�1^.C•nt S __may 'a. - J A • • IIISTATE OF • t COUNTY OF ' ',/ L. ) s s, On this day of before me, the undersigned, a Nota , 1990, of Lt c, ry F'ta in and for the State y appeared �r duly pomaiaaibned and sworn, personally of CONTAINER CORPORATION CF to mI known to corporation to that executed the foregoing instrument, andn acknowledged CA, the esaid instrument to be the free and voluntary act and deed of said fo• r or the uses and purposes therein mentioned, and on oath stated t.iat ,, c was authorized to execute the said • instrument. • WITNESS my hand and official seal hereto affixed the day and year first above written. Y A / . R ARYPUBLI • OTC in and for the State of u_s-o` residing at f� rQ My ccamiss:.:,m exp:_ s: tontatn`ruttrcc i•� itaG7/90I J t9 ET •� I . -T. -r11 ry +x. :r • sit P Kt �•i s:1 • • • • • EXHIBIT 1A1ICL• TEAT PORTION Or THE NORTHWEST QUARTER AND GOVERNOaNT LOT 1, IN SECTION 74, TOWNIMIP 73 NORTH. AANGZ 4 EAST, V.M., IN ZINC COVNT7. VASRINGTON AND THE* LOOTHWIST QUA3ITLA ANO GOVIRNMINT LOT 6, SECTION .3, TOWNSHIP 23 NORTH. PANG: 4 EAST, R.N.. ALL :N ZINC COUNTY, WASHINGTON, MORI PARTIC'J'JIA:,Y DSSCIIIZD AS 777 C010QNCING AT HHE QUARTER CORNER IZTVEZN SECTIONS 13 AND 24, :S SAID TOWNSHIP AND RANGI, THINCI NORTH Y7•;b'4/' WEST. ALONG nix WORTH LINE Cr SAID NORTHVZST QOAR HE°TSR 1214.00 riiT TO T WESTERLY MARGIN OF COUNTY ROAD R0. 8, CP-PALLS • M04ISTZR ROAD SOVTHVEST• AND NOW •ZNOWN AS S7I2L HILL ROAD: THINGS SOUTH 32.21'51• EAST, ALONG SAID WISTIRLY MARGIN, 15.34 TLrr, THINGS ON A CURVE TO TII RIGHT HAVING A RADIUS OF 256.48 /LET AND ALONG SAID WESTERLY MARGIN 139.14 PINT TO THUS TRUE POINT •► !ICl/WING; THQNQ LOUTS 1.24'51• LAST ALONG SAID WESTi7ILY MAALIN 268.00 FLIT: THINGS SOUTH 31.35'01• WEST 436.55 FEET; THLNCL • SOUTH 02.33'12• VEST 115.03 TEXT; T3 2ICI SOUTH 70.05'34' WEST 95.47 rzg'I: T1INC2 SOUTH 88.37'17• WEST 105.3E TEST' THENCE NORTH 1.22'40' VIST 387.90 TILT TO TH2 SOUTHERLY MARGIN 01 OAXZSDALI AVHINUL 1O0171VI3T AS CONVLTED TO TH2 -�' CITY Or AINTON BY DIED ONDIR ISCOADIR'S NO. 8702100643. RECORDS OF SAID J COUNTT; THCIMCI NORTH 88'02'28' FAST ALONG SAID LOOTH2A_Y XAJIG:N :6.02 FYIT rJ THENCE OH A CURVZ TO THI RIGHT HAVING A RADIOS OP 524.90 TLET AND ALONG S)1C SOOTHQZLT RA;IG:N :94.06 FIST: THENCE SOUTH 70.45'53• LAST ALONG SAID SOCTKE RLY l MARGIR 147.0E STET; T7INCI ON A CURVE TO THE A:GHT RAVING A RADIOS OF 842.73 ` J PSIS JJ;D ALONG SAID SOUTHERLY HARGIN 11.56 rt=T; THENCE SOUTH 65.13'10' LAST ALONG SAID SOUTHERLY MARLIN 257.10 TILT TO TH2 VISTIRLY MARGIN OF 72ND AVZNL2 LD SOOTHVZST AS CONVITZO TO TH2 CI:Y 01 AZNTOM BY OEID A2OORDED CXDLA ASCGPZIR'S NO. /702100643 RECORDS OF SAID COUNTY; THENCE 044 A C07IVL TO Tffi A:UHT HAVING A - RADIOS or 45.00 FIST AND ALONG SAID HIST:ILI' MARGIN 70.69 TZET; THINCI SOUTH • - 24.46'50• VEST ALONG SAID WESTERLY ?SANCTA 24.57 !LIT; THINGS CO A CURVE TO THE • LIST HAVING A RADIOS OF 110,00 Tin AND ALONG SAID NFSTFRLT HARGIX 82.35 TILT: TEXICS SOUTH 1.05'23• FAST ALONG LAID WISTI1LY MARGIN 11.81 TZIT To THE TAUT POINT Or IIGIXXING, 3ZCZPT ANT PORTION TSFR207 LT:NG FASTLALY OF THI CIMT1RLIXS OF 00J1.Ls NON ITLR ROAD AS VAQTL7 It OItD IHWICI 160. 4123 OF TH2 CITY OP RLETON AID AICORDIO 01IDFR RZCORDIR'I NO. 1103070674, PSCORDS 07 SAID COUNTY. L • { • I! . • • THAT PORTION OF THE NORTHWEST WARIER AND-GOVERNMENT LOT `•---,. Oil- • TOWNSHIP 23 NORTH, RANGE 4 TOWNSHIP AND THE RANGESOUTHWESEAST, WILLAMETTE MERIDIAN, SE` . TOWNSHIP 2] NORTH. QUARTER AND GOVERNMENT :N XSEC COUNTY. W23NOR H. RGE 4 LAST, WILLAMETTE LOT 6, SECT:::: MORE PARTICULARLY 0£SCRZBED ASI MUCUS:COl4lENCIYG AT THE .DARTER TOWNSHIP AND RANGE: CORNER BETWEEN SEC':,^,y 13 AND THENCE NORTH 8T DEGREES :6'48" WEST. ALONG THE NORTH :.:NE,O EST -IUAR.ER 1214.C3 FEET TO THE WESTERLY MARGIN CF _ _ ,],< CHA.RLES MONSTER ROAD COUNT': 3HENCE LESM 32 ER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL FEET :O SOUTHA POINT OF 51 EAST. ALONG SAID WESTERLY M.- -''- RADIcS OF 256.48 OF£TANGENT CURVATURE CONCAVE U' 'WED',' THENCE SOUTHEASTERLY TO THE' Sv^ .HWEc- _A••:, _ ri LENGTH c GtHALONG SAID CURVE AN ARC CF• 34'57" AC"O 139.14 FEET TO AT+OINTHS. 3= E EE_ PERPENDICULAR SO C SAIL CENTERLINE OF STEELxICH IS 33 FEET _ --- DEGREES :i'S1" HILL ROAD; ` THENCEHEN; EAST, ALONG SAID WESTERLY THENCE SOUTH 88 DEGREES ;5'; A+?G"' ' :HENCE SOUTH L2 DECREES ;3.,9" WEST 435.SS FEET; THENCE SOUTH DEGREES =S " WEST 95.47 FEET; THEII THENCE SC - as _EOREES 4 WEST 5S 47 FEET: _H E :,Or'c... : _ZOPEES ES ::5.]8 FEET: :NN:NO "EST •;' S2 FEET - - - 'HE�CE SO - 38 - - --__ _ - . THEN OREES _ '" " `- - O<EES ° "E5- :8].Ci FEET.; ^A THE CH:CAGO, 'ZCRZ CEra WEST 490.44 FEET TO THE --_-= -HEN PAUL AND PACIFIC RAILRCADr"H . _rrr—CE DnT•H :o =OREES -- r-.. . -HE::` ^ -" WEST A ONG SAID CASTER: ; M�;0 - A'E0 EE ASTERLY MARGIN 557. 49 A CURVE TO THE <FEE•:T ',`,VING RADIUS CF 4.1, : FEET: NORTH 2C DECREES ::'33" WEST ALONG THENCE ON SA-D EASTERLY yG_:; A CURVE TO THE RIGHT' SAID EASTERLY MARGIN 4 L9. 12 FEET aV'N" A RADIOS CF 523.68 FEE- _ _ _- A RADIUS CF 667,56 FEET, TvE AIUS POINTNOFCS. A NCH-TANGENT WEST; WHICH BEARS , _THENCE EASTERLY ALONG !"n- - THENCE NORTH 83 DEGREES A41'C2•"VL 102.86 FEET; r THENCE NORTH 74 DEGREES EAST 60.83 FEET: _ ERNO 13'19" LIST 47.60 FEET TO A PO:NT MARGIN OF CHARLES MONSTER COUNTY ROAD SOL^^ ON THE BEING ON A CURVE HAVING A RADIUS CF 238.99 FEET. HRADI =^-: ` WHICH BEARS NORTH 17 DEGREES 19'04■ EAST; RADIUS 'HENCE EASTERLY r' �" ALONG SAID CURVE JIST, THENCE NORTH 88 DECREES b]'09. E AND SOUTHERLY MARGIN 80.; FEET: FEET; 6 IN4 -"" 'HENCE SOUTH -AST ALGNG SAID SOUTHERLY MARGIN 1.' FEET; 1 DEGREES 56' �+ �- S- LIST ALONG SAID SO 111 �'- 'HENCE NORTH 88 SOUTHERLY YARCIl; FEET DEGREES C3'C9" LIST ALONG SAID SOUTHERLY MARGIN :R <, ' FEET TO A POINT "(ICH BEARS NORTH 1 DEGREES 22'43" BEGINNING; -� I THENCE SOUTH 1 DECREESWEST FROM - • : 43" EAST 452.CO FEET - THE E r_:. _- I .1y ~r t 1 F CM ill • . EXH _ PARCE.- ; • THAT PORTION OF THE. NORTHWEST QUARTER OF SECTION 24, TOWNSHIP ; RANGE 4 EAST, W1L.1 ►METTE MERIDIAN, IN KING COUNTY, WASHINGTON, AS FOLLOWS: .-- ..cSCR:�c_ COMMENCING AT THE QUARTER CORNER BETWEEN SECTION 13 AND 24 IN SA:_ TOWNSHIP AND RANGE; +� THENCE NORTH 87 DEGREES 26'48^ WEST ALONG THE NORTH LINE OF SAIC i NORTHWEST QUARTER 1214.00 FEET TO TdZ WESTERLY MARGIN OF COUNTY _ 8, CHARLES MONSTER ROAD SO THENCE SOUTH 32 DEGREES 29��';ST, _ _ FEET; EAST ALONG SAID WESTERLY MARGIN e_THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET A ___, • OF 139.14 FEET; THENCE SOUTH 1 DECREES 24'51" EAST ALC!•G SAIC WESTERLY _ TO.THE TRUE POINT OF BEGINNING; THENCE SOUTH 88 DECREES 35'09" MARGIN -'. THENCE SOUTH 2 DECREES 33'12" WCSESTT 16.SS FEET; THENCE SOUTH 70 DEGREES 05.34^ T 115.0] FEET; • • THENCE SOUTH 88 DEGREES. WEST 95.47 FEET; THENCE SOUTH 4 DEGREES 58,17^7^ WEST 105.7o FEET; Ill ^3 GF TRACT OF DESCRIBED EAST �10 2] FEET TO THE NORT•HWES CF A19RACTLANDIN DEED FILED IN KING COUNTY, W�SHZNGTOH;�ED UNDER RECORDING N ?!FE: THENCE NORTH 46 DEGREES 16"-6++ .77 — FEET; EAST ALONG SA': NORTH4; 'HENCE SG - t ES-_-. c --• - TRAcT �SC L: 52 CEGREES 39'22 ' EAST ALONG THE NORTHEASTERLY ` - 'RACT THE WES;: _ WESTERLY MARGIN OF SAID �iY' S:: THENCE NORTHERLY CHARLES MONSTER - BEGINNING. ER�'i ALONG SAID WESTERLY MARGIN THE TRUE POINT i: IL v • • 111 -1 • i i - \, PARCEL 4: • THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24 TOWNSHIP 2 7 . RANGE 4 EAST, WILLAME TE MERIDIAN, IN KING COUNTY, WASHINGTON, E..R • • -- : : 11111 AS "OLLOWS: =ES�:.__ '�� COMMENCING AT. THE QUARTER CORNER BETWEEN SECTION 13 AND 24 TOWNSHIP AND RANGE; -^•= THENCE NORTH 87 DEGREES 26'48" WEST ALONG THE NORTH LINE CF SA:: NORTHWEST QUARTER 1214.00 FEET TO THE WESTERLY MARGIN OF COUNT'; ?-A2 I 8, CHARLES MONSTER ROAD SOUTHWEST; THENCE SOUTH 32 DEGREES 29'S1" EAST ALONG SAID WESTERLY MARGIN 35.:1 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET A ::STAN • OF 139.14 FEET; THENCE SOUTH 1 DEGREES 24'51" EAST ALONG SAID WESTERLY MARGIN 253.:FEET; THENCE SOUTH 88 DEGREES 35'09" WEST 436.55 FEET; THENCE SOUTH 2 DEGREES 33'12" WEST 115.03 FEET; • THENCE SOUTH 70 DEGREES 05'34" WEST 95.47 FEET; THENCE SOUTH 88 DEGREES.37'17" WEST 105.38 FEET TO THE TRUE ?::::' : • �3 BEGINNING; ;.� THENCE NORTH 1 DEGREES 22'43" WEST 437.90 FEET; 'C THENCE SOUTH 88 CEGREES 003'09" WEST, 283.04 FEET: : — THENCE SOUTH' 54 DEGREES 28'13" WEST 490.44 FEET TI THE EASTE �' CF THE CHICAGO, MILWAUKEE. ST. PAUL AND PACIF:C RAILROAD COMPA . •-�-_' WAY; ) o; THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN 1610.67 FEET T THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, _ .�f3: POINT STEL ON A T BEINGNON-TANGENT CURVE HAVING A CHARLES MONSTER RADIUS OF 25C. ;-RADIUS POINT CN WHICH BEARS NORTH 66 DEGREES 59'43" EAST; _— '� THENCE NORTHERLY ALONG SAID CURVE AND WESTERLY MARGIN 250.59 FE:7 • SOUTHWESTERLY LINE OF A TRACT OF LAND DESCRIBED IN DEED FILE: -" RECORDING NUMBER 8606190933. IN KING COUNTY, WASHINGTON; THENCE NORTH 48 DEGREES 12'23" WEST ALONG SAID SOUTHWESTERLY L_. = , - 1/1 FEET; ; . CM THENCE NORTH 9 DEGREES 01'55" EAST ALONG THE WESTERLY LINE CF SA:: TPr_- MS 125.00 FEET; THENCE NORTH 46 DICREES 16'56" LAST ALONG THE NORTHWESTERLY LINE TRACT 17.69 FEET; THENCE NORTH 4 DEGREES 58'17" W ,- 4"` BEGINNING. EST 410.23 FEET TD THE TRUE POINT =. • Y L. 771 • II.—en. I ____________ • • • -111 EXHIBIT 5 iReciorocal Access and Ut .lity. Easement: AN EASEMENT FOR INGRESS t EGRESS ACROSS THAT PORTION CF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, IN SECTION 24, TOWNSHIP is:M:711f:A:::G 4EAST, W.M. , AHDTHESOUTHWEST QUARTERANC1111 V O , SECTION 1J, TOWNSHIP 23 NORTH, RANGE 4 EAS'I.COUNTY, WASHINGTON, MORE PARTICUI.XRLY DESCRISECCOMMENCING AT HE QUARTER CORNER BETWEE.'( SECTIONS 13 AND 24, IN AID TOWNSHIP AND RANGE. THENCE NORTH 87°26'48" WEST, ALONG T— NORTH LINE OF SAID NORTHWEST QUARTER 1214.00 FEET TS THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST ANC NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32'29'51" EAST, ALONG SAID WESTERLY MARGIN, 85.34 FEET; .'HENCE ON A CURVE TO THE RIGHT HAVING A RAOIU: CF 256.48 FEET AND ALONG SAID WESTERLY MARGIN 139.14 FEET; THEN SOUTH 1.24'51" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88•35'09" WEST 436.55 FEET: THENCE SOUTH C2.33.12" WEST 115.03 FEET; THENCE SOUTH 70.05'34" WEST 95.47 FEET: THENCE SOUTH 88'37'17" WEST 90.38 FEET TO THE Mil Illi -- TRUE POINT :F BEGINNING; THENCE NORTH 1.22'40" WEST 888.05 FEET 9 t:51 - TO THE SC::THER.'.•. MARGIN OF OAXESDALE AVENUE SCUT}^wEST AS CCNVE•iE: TO THE CT? CF RENTON BY DEED UNDER RECOF w='S 4..;EST �1 RECORDS SA:: COUNTY; THENCE SOUTH 88.02'28" " SOUTHERLY YARG:N 33.00 FEET; THENCE SOUTH 01'22'4C" EAST _.__ _ FEET; THENCE SOUTH 29•15'10" WEST 29. 15 FEET; THENCE S__T-. 01.22'40" EAST 4C.00 FEET; THENCE SOUTH C'25'2.5" WEST :5.3: ` •FEET; THENCE SOUTH 01'22'40" EAST 40.00 FEET; THENCE ..__T.. 29'35'1C" WEST 29.15 FEET; THENCE SOUTH 01'22'42 EAST _. :: •4.4. FEET: THENCE NORTH 88'37'20" EAST 39.99 FEET; THENCE IC. .- 01.22'4C" EAST :90.76 FEET; THENCE NORTH 88•J7':'" EAST : :=.?' FEET — THE TRUE POINT CF BEGINNING. .. i �. r.J f< ; M . .. N I . - ill . applicable statutes, ordinances, orders, rules and regulations of any public authority having Jurisdiction. J. No Obstruction. There shall not be built or maintained over, across or upon the Easement Property any structure or other obstruction which would interfere with the uses thereof for railroad purposes. 4• Cons_truction o1' Pail Sour. The owner of Parcel 2 may 11 • construct a rail spur on the portion of the Easement Property located on Parcel 1 to lead to Parcel 2. The cost of such construction shall be borne entirely by the owner of Parcel 2. CCA ' hereby grants to the owner of Parcel 2 and its agents an easement, • . for. the purpose of construction of such rail spur over such portions of Parcel 1 as may be necessary to construct such rail spur, provided that the owner of Parcel 2 and its agents shall use reasonable efforts to cause' such construction to be performed without interrupt. n of the operations of CCA. All construction contemplated by this section shall be performed by a qualified • - contractor, in a good and workmanlike manner, free of claims or ;,i liens, in accordance with written plans prepared by the owner of �' Parcel 2, which plans shall be subject to the reasonable approval of CCA. :n this regard. CCA snail i.ave the right to require a performance bond .:sued ty an acceptable corporate surety - the owner of Parcel i r.r. or Its s occ�.s _ ^ amount _~- 1 which is •~ t ._ less than the estimated cost of soon work or1i) sucn zner- security as snail to reasonably satisfactory to CCA. 5. yaln'e^i' a _and Eeoa+- All reasonable costs ircurreo by any party in connection with maintenance and repair of the '>', railroad on the Easement Property shall be borne by the parties benefited therety in -proportion to the amount of use cy property owners using such Easement Property. e foregoing, to the extent railroad maintenance Notwithstanding are • required within the Easement Property as a result of the act, ` omission or negligence of the owner of Parcel 1, Parcel 2or }; Parcel 4,. then the responsible party shall bear the cost of sucn maintenance and repair. • j. 5. Tease aad shall indemnify and hold harmless t e owners of Grantee theeEasementder Property ::1:- from and against all liabilities, damages, obligations. :asses, claims, _actions, costs or expenses, :'� arising from any act, omission or negligenceincluding such Granteene}s fees, contractors, licensees, agents, erants,of employees, guests. ;;Pii1 invitees, or visitors in or about the Easement Property, or arising )1 from any injury or damage to any person or property occurring in ;_. or about the Easement Property as a result of any act, omission or ?7;; ill i negligence of sucn Grantee or its contractors, licensees, agents, ;, servants, employees, quests, invitees, or visitors. f • •• r-'2. r 1 1 - I _. -- ..la . el . ....-- 7. Recitrocal TerM;, .1....L. • . . to the contrary,• in the avent. parcel which is -burdenei nv t % ,. • • ' • hereunder in manner 7. 0 :.25. — • easement or obligation vit.:% :-.-:: - foreclosure sucn parce: sh.:1:. ' ..s.— easements or other rignts qrante.: • " . 8. ;10 Mel-L'Llr. -.• . . ., -. . ' merge with any ctner e.:::.ate .... . affected hereby. 9. 5Ucc,.!ssOls and As2_;::nlz. -•P : - • .• hereunder shall run with : :-se: : : -:: be binding upon and .L .re ' 7 ...i- . • assigns of CCA with re:-.p :t •iar,,,-.. i 10. t\rbit_r_lti: :n tne e.., • this easemenr.. tne • • submit such dispute _ s:,.-: - - , arbitrators in acccrsans.1 ...%:. !..- - - of the kmer:san Arbitrat:s- 4.%7 • :!. -"V •'•:i.', . . . ...4, -- ::• 1-... ,..,...,... .. ....., stner : :.al ;_:...;, •:. : ,: •.: -,::'. this e,..semn: ", , . • -_-.- entit :. 7: :... attcrneys' fees. . , •,..:_e• A ) I a ..; .' . •:,:.; -k • - — --• -- • ........, -i' r::•••• :!,. ..1.-!•: .• :•: ..1',.t. `::.';.• .. . ..,.:1. .:.., td...`,.• .. , . .1..4... .. .........- f.7.1'i 2•7.1.... . --•:..i. r.-•:.... . - , .. ,•• ::. ,...,4 •••:-• ,,,.. 4e!!... 1•=••=. j , .•..- 1- • r • ur.„,• -:,:.f..... t 1 • • 7t- .• • STATE CF • • COUNTY OF On -r.IS -ly before me, tne of appearea that executed the fcregolnz instrument to be the free corporation, fcr .re unes oats stated th.v._ instrument. . V WiTNESS 7' • • ..: ' • and year flrat • - •• 1111 - .. -• • s• •1:•-:;. ill .' an • £XHI� B= THAT PORTION Or THE NORTHWEST QUARTER AND GOVERNHENT LOT 1 TOWNSHIP 23 NORTH. RANGE 4 LAST. Y.N.. IN LINO • IN SECTION 21, s0IQTHWLST QUARTER AN7 GOVLRNHLNT LOT 6, CDVNTS ) NORTH 6.6 E 4 EAST, v,N., ALL IN LINGCTION 1]. TOWNSHLP 23 NORTH. RANGE { 7�DLIL�js1 comm.CCUNT7 4ASH:NGTON, MORE PART:C.LARL7 CISCASELD AS COMMENCING AT TYL QUARTER CORNER !PEWEES SECTIONS AND RARGL, THENCE NORTH 67 26'/e• HEST. 13 AND 2/. IX SAID RT WEST WASTER 1214.00 RLT ALONG THE WORTH LINE Or SAID NORTHWEST .`•- I'FQ WESTERLY NARCIN O! MONSTER ROAD SOUTHWESS AND NOW KNOWN A.S COMITY ROAD.NO. e, CHARLZS •• 32.27'S1• LAST, ALONG SAID WESTERLY STEEL HILL ROAD; THENCE SOUTH 27Q RICH' HAVING A HARGIN, S5.71 PE ET;OF 256.48 FEET AND 1D '7D:NCL ON A CURVE TO PELT TO THE TRUE POINT .Cr SEGINNING; ALONG SAID 1r'51' E7 TA,fAL SAID WESTERLY HAAC IN 266.07 ILL.; THENCE SOUTH 1.2{'S1• LAST ALONG SA;D i0IJ771 02•JJ'12' VEST 1+5.0] THENCE SOUTH e1•35'09• WEST /76.55 FEET; THENCE FEET; THENCE THENCE SOUTH ee•37'17• VEST 105.3E MT; Timm 70.OS']{• WEST 95.47 87.9C( • FEET TO THE SOUTHERLY MARGIN Or 1.22'/0• ','EST eB7,9C .'";TN *Cr CITY O RENSOU EY OAELSDALE AVENUE SOUTHWEST AS CO -„•ft;• —_ DEED ;,?r7LR RENRDER'S NO. e7021CC6{], NVLYID ^^ A:: COUNTY: THENCE NORTH e6•C2':E• LAST ALONG SAID ALCOA:6 OP VIA:: THENCE ON A CURVE ;r THE RIGHT SOUTHERLY MARGIN :6.J2 Irv:: THENCE NARG:N 194.06 HAVING A RADIUS OF 524.90 PEET AND TEXT; THENCE SOUTH 70.45'53• A:.ONG SA:: MARGIN 117.0E ILLY: THENCE CM A CURVE TO EAST ALONG 3A:7 SOO'THL. 3 •�•� lEL7 AND ALONG SAID SOU'IHIRL7 _ THE RIGHT HAVING A RAD:CS Or e12.'1 �:A �.OHG SAID SOUTHERLY NAJlG IN 7S7 Punta e1.36 FEETr THENCE SOUTH 65'13'10• LAST SOUTHWEST AS UTHERLYD AA rm. TO THE WESTERLY MARGIN OF 72ND ANEW_+ NO. e7D21D 06/J RECORDS Or SAID IT7 Or RESTOS NY DEED RECORDED CYDER RECDRZEA'S j RADIOS OP I5.00 rLLT AXD COVNT7! THENCE ON A CURVE TO T7DI RIGHT HAVING A 2{•{6'50• SAID WESTERLY NA1tCIN 70.69 MT: }ONCE SOUTH WEST ALONG SAID VESTLRL7 HARCIN 24.57 FELT) THENCE OR A CURVE TO TvZ LLrT HAVING A RADIUS OF 1e0.00 ' -� POINT OF SOUTH C5'23• EAST ALONG SAID WESTERLYSAID WESTERLY$1I.41 TEST T2 THE TRUE CENTERLINE Or + AXE PORTION THEREOF LYING LASTIRL7 Or THE C7IARl.Z3 NOKSTE]l ROAD AS VACATED ET ORDIJCAIUCE 3:.. /123 C! 7`2 CITY OF RENTON AND RECORDED ONDLR RECORDER'S NO. 1;020T:67/, RZwP:1 Cr SAPD CU4NTT. .H 1,M a 1 L ._, Fig THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT TOWNSHIP 23 NORTH. RANGE 4 EAST WILI.ANETTL _ WASHINCTON AND THE SOOT � �t` _-" SOUTHWEST QLARTER. AND GOVERNMENT OV H)(ZHTN, ON KSEC _- TOWNSHIP 23 NORTH, RANGE 4 EAST, WILL L MERIDIAH 6, SECT_- COUNTY. WASHINGTON, MORE PARTICULARLY ALL 'LIRLY DESCRIBED AS FOLLOWS: � - ' COMMENCING AT THE QUARTER CORNER BETWEEN SECTION TOWNSHIP AND RANGE: 4 1] AND THENCE NO c'• -•' 3;::HEN NORTHWEST QUARTER 26'48" DES';. ALONG THE 3, R :2:4.0: FEE: TOTHE WESTERLY NORTH LINE - CNARLESVMONSTER ROAD SOUTHWEST AND NOW A STEEL CF THENCE SOUTH 32 DEGREES 29'51" EAST, KNOWN AS HILL ' FEET TO A POINT OF TANGENT CJRVATURE CONCAVE2TOWTHEESOUTHWES: -e. RADIUS OF 256.4d FEET; THE SOUTHWEST• SOUTHEASTERLY ALONG SAID CURVE THROUGH AN ARC ':F 3: : ':,.A*:::.: • ' - 04'57"• AN ARC LENGTH 179. 14 FEET TO A POINT WHICH IS FEET PERPENDICULAR TO SAID CENTERLINE `�'` ' THENCE SOUTH 01 DEGREES 4'5 1 STEEL HILL ROAD; 7J F"' _ FEE:: ALONG Si.1D WESTERLY MARG:�; ; • I� THENCE SOUTH 68 DEGREES :5'09" WEST 476.55 FEET: THENCE SOUTH DECREE: 33'12" WEST :15.C7 FEET; ' 'HENCE SOUTH : DEGREES :5'34" WEST 95.47 —• THENCE SOUTH es DECREESFEET; - THENCE NORTH OE:REFSWEST :0S.J8 FEET; • orGINNINO c2 s]' WEST s]',SO FEE'. -- - _ • 4EN:E ES SOUTH S H 8cb EGREES REFS -9' ES' :e7._ s FEET;-:- OF Cr.:CA D,4 �. WACKEE3 S WEST 490.14 FEET TO THE - ---_ : `' i THENCE AND PACIFIC RAILACAO Xp -`,..- .S =_ REES :7" :EST��11Y. + :HENCE ALONG SAID £AS?ERL'f YAFt _. EAS ERLY ON A yRVE TO THE RIGHT MARG:;i 57. 49 FEET•Jtf<h„ ^ RAC:,:-i :,F a_'., • THENCE NORTH 2- DEGREES 73" .;E .._. : I FEET; - ST ALONG SAID EASTERLY !'ARC' ' . i THENCE N A CURVE TO THE RIGHT SAID EASTERLY MARGIN 419.12 AVINC A RADIUS CF 523.68 FEET A RADIUS OF 667.96 FEET, H FEET A POINT ON A NON-TANGENT _THE RADIUS 57':8" WEST; POINT OF WHICH BEARS NORTH _ THENCE EASTERLY ALONG SAID CURVE '02.86 FEET; �4. THENCE NORTH 83 RE _ HC NORTH 74 DEGRDEGREES ES 41'19■ EAST 60.83 FEET; SOUTH _ EAST 47.60 FEET TO A POINT CH THE ' t: SOUTHERLYA CURVE OF HC L S MONSTER CUNTY ROAD SOUTHWEST. � A RADIOS CF 333.99 FEET, THE RADIOS �;: , - �1 "HICH BEARS NORTH 17 DEGREES 19,04■ EAST: THENCE EASTERLY ALONG SAID CURVE AND SOLTHLRLy MARGIN 80.36 FEET. �'" FEETHENCE NORTH 88 DEGREES 07'09• EAST ALONG SAID SOUTHERLY MARGIN ; THENCE SOUTH 1 DECREES 56'S1• * - FEET; `AST ALONG SAID SOUTHERLY MARGIN : ?'; THENCE NORTH 88 DEGREES CJ'09+ • ill T'iti FEET TO A POINTWHICH BEARS NORTHST ALONG SAID SOUTHERLY MARGIN :c < ;.r.; POINT CF BEGINNING; ..ECRE£S 22'I7" WEST FROM THETHENCE SOUTH 1 DEGREES 22'47+ FAST 450.00 a,i. : BEGINNING. FEET TO THE TRUE r �Ri. t:" I • iiii • Y , PARCr• • THAT POR?ION OF THE NORTHWEST PTH li RANGE 4 EAST. ;; THSi AS FOILOEA ILLAH E MERIDIAN,TIN KINGLCOUNTY24 TOWNSHIP :_ WASHINGTCI; - - COMMENCING AT THE -:5:�:-_ +- TOWNSHIP AND RANGE; ' THENCE NORTH CORNER . f NORTHWEST 87 DEGREES 26,48" BEEN SECTION 13 AND 2; _ _ IL NORT EST QUARTER 1214.00 FEET TOWES�THE WE :iE NORTH LINE CF . - E SOUTH 32 DEC ROAD SOUTNi,'EST; WESTERLY MARGIN OF -A:- FEET;FI BEES Z9.5 " CC ::, THENCE ON A CURV 1 EAST ALONG SAID WESTERLY !+ OF 139.14 FEET; E. TO THE RIGHT �C::; = THENCE SOH 1. 24 " HAVING A RADIUS FEET; DEGREES 51 of 256.48 FEET ]. 11 THENCE SOUTH 88 DEGREES EAST ALONG SAID WESTERLY THENCE SOUTH ]5'09" WEST ARC::; ::; :�I .-HENCE SOUTH DEGREES 33'12" WEST 45. 35 EE ' �' THENCE SOUTH ag0DEGR;.ES 05'34" '195.4 FEET' • y BEGINNING; DECREES ];'17„ WEST 95.47 FEE:; A. THENCE NSORTH 98DECREES 22'/]„ WWEST :05.78 FEET T 74E 'n E F:::.' ECREES :. CFETHE NCE SOUTH 54 oE:,itEES 2a''09,, W.STEST 728]004EFE ' WAY; CH.�aGO, !!I:WAL}CE, , WEST 4on 4 F�-'_TH _ THENCE r1 THEWEST"L'THER.Y ALONG SAID'ST. PAU1 AND PACFF RAI �nu THE asyP^ POINTWESTERLY "ARGIN - BEING OFCOUNTY HO!'ARGIN 1610.67 RADIUS ON A NON- FEET �3 THENCE NORTHERLYT WHICH SEARS NORTHCURVE HAVING A8. CHARLES MONSTER RCA: - SOUTHW ORHY LNALONG SAID CURVE N DEGREES SglAOF 25'�•] RECORDING NUMBER 9606i909)3.OF ATRACT DF AND W£ST£RLy MARGIN EAST: -` FEET: NORTH 48 OEGRE5122]"N KINLAND G COLmYR'SED ZN DEED 250f55`vg THENCE NOR "AS UTHWES -: r• NORTH 9 DEGREES , WEST ALONG SAID SOUTHWESTERLY 125.00 FEET; `1'S5" EAST - F TRACTE17.69H E DECREES 16'S6" ALONG THE WESTERLY L;NE CF S ._ -- _ THENCE NORTH F4£T, T ALONG DECREES THE ti'ORTHWESTERL'i :;;E ! r - di BEGINNINO. 58'17" WEST 410.23 FEE: T- THE TRUE P7.. - r I_tt • • • w. . • SA:: • • :A L • _rIL ... .:C_ • gib. a: .'J r:1 r - •.•r�1p .-.n + r[ xrC�aa•C♦ .:t �• . :a U1ta saw 1 ro •nvr•,t• ..rancor t ..t:_ :ree k c :r •t[..ra•, : rt J -aint •r- a, hieUtb i • '�'' at atatlon •• .tour D1nutU ••...` f .o'u abut• Ct .`3.,c• _ g PI ral:•lf• to .. :� aa.o ° . • , ... o� a•IC gar~ .,_^t .� e..e, . ;S^ 1• . • -if Richard J. Olin • "�:� roster Pepper h Shrlrlun 771 108,h Ave. N.F.., ilS00 Bellevue, WA 98004 • RECIPROCAL EASEMENT FOR NONBUILDABLE AREA AND EMERGENCY VEHICLE ACCESS This Reciprocal Easement for Setback and Fire Protection Purposes is executed by CONTAINER CORPORATION OF AMERICA• .Delaware corporation ("CCA") , with respect to certain real property owned by CCA, in anticipation of the conveyance of portions of such property to BRUCE M. B U1ME AND ANN STEVER BLUME, husband and wife C' ("Blume") , or to Blume's successor or successors in interest under ▪ the terms of a Purchase and Sale Agreement dated;•i90, between CCA and Blume (the "Purchase Agreement") . ' J CCA is the owner of certain real property'v.)� or Renton, KingCounty, located in the City �' Washington, more particularly described in • Exhibit 1 attached hereto ("Parcel 1") . CCA is also the owner of • certain other real prc, erty, more particularly described as Parcel 2 in Exhitir,_1, Parcel 3 in Exhibit 3, and Parcel 4 in Exhibit attached hereto (respectively, "Parcel 2," "Parcel 3," and "Parcel 1 4") . CCA desires to grant easements, for the purposes described herein and subject to the provisions hereof, over the real property Jescribec in exhibit 5 attached hereto ("he -htch Easement Property Constitutes a "Easement Part Property"! . _' , Parcel ] and F=rcel 4. portion of Parcet Ea;ce: :'i 1. Grant t f FaSpt^en ^ 1 —.S• C CA hereby grants, for the benefit _,. •ot Parcel 1, Parcel. 2, Parcel 3 and Parcel 4, an easement over and scross the Easement Property, such that there shall not be built or maintained over, across or upon any portion of the Easement Property any structure wnich would prevent the Easement Property from being classified as either a public way or a yard. As uses herein, public way shall mean a street, alley or similar parcel of ` land essentially unobstructed from the ground to the sky which has ;l=; a clear width of not less than 10 feet. Yard shall mean an open +> unoccupied space, unobstructed from the ground to the sky, except '. as specifically provided in applicable building codes. The purpose of this prohibition is to ensure that a sufficient public way or • ;,; yard exists between the buildings on Parcel 1, Parcel 2, and Parcel it to allow the existing building to be maintained on Parcel 1 and z:'• to allow the construction and continued existence of a building cn _: Parcel 2 with a floor area of no less than 225,000 square feet. Nothing herein shall be construed to prohibit the construction on the Easement Property of roadways for ingress and egress, utilities, surface-grade railroad tracks or landscaping. :�t=' 2. Recitrocal it rl�n. Notwithstanding anything herein t� to the contrary, 'in the event any lien is forecloses against any ` i parcel which is burdened by any easement or obligation granted ;1.1hereunder in canner that has the effect of extinguishing such arcel,such ;�4. _ easement cr obligat:on with respect to :1-.• F then upon sucn • -:1 ':.- 4 . . 111 . . • . mmi ® I . foreclosure such parcel shall no longer enjoy the benefits of any casements or other rights granted hereunder. 3. do Merger. The easement granted hereunder shall not merge with any other estate or interest in the real property affected hereby. i. 4. Successors and Assigns. The benefits and burdens arising hereunder shall run with Parcel 1, Parcel 2, Parcel 3 and Parcel 4 and shall be binding upon and inure to the benefit of the . .' / successors and assigns of CCA with respect thereto. i DATED: 1990. 1 I CONTAINER CORPORATION OF AMERICA, a -Delaware •:orporation ' V--) C---N . • - Title: , 4e, , - STATE OF w.�4 COUNTY OF se. i- On this ' ,. day of -.• before me, the undersigned. a Nota , 1990, '-r' of ry P�1 is in and for the State .,. • , duly commissioned and sworn, personally ,..' appeared !n� 4 of CONTAINER i^� r' , to me known to be the ' that executed the fore ER n CORPORATION CF AMERICA, the corporation going instrument, and acknowledged the said ii; 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 : (. was authorized to execute the said instrument. ill wITNESS my hand and official seal hereto affixed the day and year first-above written. a • -,•I ! NOTARY PUBLIC in and for the State of Missouri , residing, at ,,a• �.:,/ My commission expires: N. /_ IIcmtn n,werip..l tJ6/07/00) i• - 2 - f i a P • WI ES _xHi-9 _ . --'111! . . raacrI_; THAT PORTION OF THE N01tTNWLST ' • TOWNSHIP 7J NORTH, 4 ZIISCiL'.VITLA AND GO5/LAt(NZ>fT' LOT 1, :N QUARTER AND GOVERNMENT LOT T. •M•, ION AND 24. ! �_ �s mooTHWEs Q ALL :N RANGE NASI. SECTION 13. TOWNSHIP 23 NORTH, AND ENE Z'OLI,OWS: TON, MORE PARTI RANGE 4 • C17LAAt7 DZSCRiSLD AS • CO04NC:NG AT TH! QUARTER CORNEA SETKLN SECTIONS 13 AND 24. :. AND AANGL, THENCE NORTH a7.76'46• WEST. ALONG AND RA 171{.00 TILT TO :M SAID NORTHWEST MONSTZ* ROAD 0 PEET ST THX KSTLALY MARGIN Sp NORTH LINE OF SAID NOA AR:-IS • - ]7.7!'A LAST, MOWN COUNTY 2lOAD so. e, AND Now As STLLL RILL CHAR:-IS ALONG SAID WESTERLY MARGIN, 65.]4 ROAD: THENCE E TO Tlrt RIGHT HAVING A AADIU3 OF 756.46 MT; THENCE ON TLET TOC TSH TRUE POINT C► TLLr AND _ A N A 139.14 BEGINNING; i7LLNCLAI.0NG SAID WESTERLY MARGIN KsrLALY MARGIN 26a.00 ItET; :7[ZMSCZ Tg 1.7f'S1• SOUTH 02•]]'17• WEST ITN aa']S'Of• WEST 4]6. T u ONG SA:O 115.03 FEET: TILT CZ THENCESOOTH 86•37'17• VLSI' 103.36 TEST, T7 s NORTHZ SOUTH 74• KST 9S.{7 RLT: FEET T'0 0VSHLA:.7 MARGIN OF MCE . O,AKESOAL.Z AVENUE NORTH 1.72'{O• KST a67.9C CITY 0T RLNTON BY CLED 0mis RZCOADLA•s No. 8702100643, SOUTHWEST COUNTY: THENCE NORTH ee•c 6702 � CONVLYEO � :HI 7.76• LAST ALONG30064], •RECOILS OF SA:O ._. THENCE ON A CURVE TO THL RIGNi SAID a0Q17[LAL7 MARGIN THENCE O MARGIN 194.06 RLIC HAVING A RADICS OP 514.90 :6.07 nZ:: _ SOoT M 147•pe THaNCL sOUrN 70.4s' RLT AHO ALONG SRIr FELT: THENCE ON A CURVE TO THl RIGHT• EAST ALONG SA:D SOOT42. I TILT AND ALONG SAID SOUTHERLY MARGIN 81.56 RI'i KAVINC A RADIUS O7 64LAST ALONG SAID SOUTHERLY MARGIN 257.10 TZLT ro + ` Nct SOUTHWEST AS CO THE WLSTEALY soon 6 S•11•: LAST NO. aWEST 64J CONVEAZCOAYED OF SAID C:TY OF NEKTON SY DEED NAAGIN OF 7 RECORDER'S uWROLD DNDLAVZN:A NO. 87 07 45.00643SAID COUNTY: THENCE ON A CURVE TO IN XADID•SO• R r AND ALONGSAID WESTERLY MARGIN 70.69 TSCI RIGHT HAVING A 2LIFT4'4 HAVING ST ALONG SAID WESTERLY MARGIN 24.57 Tu; Rn' CURVE SOUTH RADIUS OP 160.00 nor AND J1LQm SAID WESTFOINCE ON A CURVE TO ET: THENCE SOUTH 1.OS'2]• LAST ALONG SAID WESTERLY �u 7 MARGIN a7.JS /E!'; 1:111 T0IN7 OP SECI05'23' GUMLIKE Z zz ANY TOATioll J URGIN al.el rill' TO P 'ALr ^CHARLES MONSTER TN o LYING EASTERLY OP CITY Op RlNTO5 A.SD f.:.'3,Zu[D AnAO As VACATED SY OADIIWr THE ® L COUKTY• UNDER NECOADLA'S O. 4f0]O7C6�, NO. 4123 OF �2 RECORDS cT SAID • t • 0". 1•� I BEI . .! r • THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1 SEC TOWNSHIP 23 NORTH, RANGE 4 FAST, WILL.V'IETTF MERIDIAN, :N K:NG C WASHINGTON AND THE SOUTHWEST QUARTER AND GOVERNMENT L.OT 6, SECT:D TOWNSHIP 23 NORTH, RANGE 4 COUNTY, WASHINGTON, MORE PART EAST, wILumrrny DESCRIBED m RIDIAN. ALL iN !:::_ III �1 ARLY DESCRIBED AS FOLLOWS: COMMENC::;G AT THE QUARTER CORNER BETWEEN SEC:ON 13 AND 24 _ TOWNSHIP AND RANGE: THENCE NORTH 67 DECREES 26'48" WEST, ALONG THE NORTH LINE _ NORTHWEST QUARTER 1214.30 FEET TO THE WESTERLY MARGIN :r __ 3, CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL MIL' THEM:E SOUTH 32 DEGREES 29'51" EAST _ • n-^= -- FEET TO A POINT OF TANGENT CURVATURE ALONGNCAVE '10 THEE SOUTHWEST HA':::.: if RADIUS OF 256.48 FEET;511 THE THENCE-SOUTHEASTERLY ALONG SAID CURVE THROUGH AN ARC :F 31 04'57", AN ARC LENGTH 139.14 FEET TO A POINT WHICH IS 30 FEET __ _ PERPENDICULAR TO SAID CENTERLINE OF STEEL HZLl ROAD; THENCE SCL H 01 DECREES 24'5' EAST, ALONG SAID "ESTER_' _ FEET;THENCE SOUTH. ARG::, HENCE SOUTH 88 DECREES 35'09" WEST 436.55 FEET; O . :2 DECREES 33'12" WEST :15.2 cr THENCE SOUTHV EST1:5. 38 DECREES "5'3 7 FEET. FEET; THENCE S T- 38 DECREES 4 ' WEST THr:;;E NORTH . __:REES :. ] ;EST. E 43 i� FEEEr T: - __ . :: 9EC: NN: 111 THENCE S^ 58 DEGREES 3 THENCE 5 '_ 54 DECREES :8 �� "EST :cJ. . . rrET ` OF THE S..:TAD : ;' 2 ST. WEST 490.44 FEET TO THE ' -- - :T fWAL'KE PAUL AND PAC:r:. __S._:_: . . . ; �ENC: . OPT.. :3 DECREES .. ]3" ,, FEET TO .._:'.:... -._- : - WAY; DES AL NG SA: ASTER ARC:. HENCE A CURVE THE RIGHT HAVING SA. EASTERLY MARGIN 57.49 FEET; A RADIUS OF 4. -:'.rNCE NORTH 23 DECREES 11'33" WEST ALONG SAID EASTERLY :.AR:'. - FEET; THENCE ON A CURVE TO THE RIGHT HAVING -F 522. 68 FEET` SAID EASTERLY MARGIN 419.12 FEETA RADIUS ._ A RADIUS CF 667.96 FEET, TO A POINT CN A NOB-TANCEOR 2-..R...r _•. . 57'18" WEST; :HE RADIUS POINT CF WHICH BEARS :: R-i 5 - THENCE EASTERLY ALANG SAID CURVE 102.216 FEET; _ __= THENCE NORTH 83 DECREES 41'02" LIST 60.83 FEET: THENCE NORTH 74 DECREES 13'19" MAST 47.60 FEET 77.MARGIN OF CHARLES MONSTER COUNTY A POINTW DS:A:: :- BEING ON A CURVE NAMING A RADIUS OF ROAD STHE RADIUS • T. WHICH BEARS NORTH 17 DEGREES 19'O4• EAST; FEE:, THE THENCE EASTERLY ALONG SAID CURVE AND`SCU THENCE NORTH 88 DEGREES 0]'09" SAD MARGIN 80.36 FEET FEET; EAST ALONG SAID SOUTHERLY MARGIN __ _ FEET: -THENCE SOUTH DEGREES 56'51" T }{gZ SST ALONG SAID 5vL7II Y MARC::; _ THENCE NORTH 28 DECREES O3'09" `AST ALONG SAID SOUTHERLY HARD::: - FEET TO A POINT WHICH BARS POINT CF BEGINNING; NORTH DECREES 22'43" W u - -- _ THENCE SOUTHDEGREE EST FRO.. 111 BESINHIN�- S 22'43" EAST 450.00 F£ET THE T'UE - ^ r.i • • Ell • , • 11 EXHIS:- : I • PARCEL 3 THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP :: . 2:7c , RANGE 4 EAST, WILLAMET':E MERIDIAN, IN KING COUNTY, WASHINGTC: :E:ter-_=c_ AS FOLLOWS: A._ 4 COMMENCING AT THE QUARTER CORNER BETWEEN SECTION 17 AND 24 : ; SA:: TOWNSHIP AND RANGE: • THENCE NORTH 87 DEGREES 26'48" WEST ALONG THE NORTH LINE CF SAID NORTHWEST QUARTER 1214.00 FEET TO THE WESTERLY MARGIN OF C:1NTY ? - —4 • 8, CHARLES MONSTER ROAD SOUTHWEST; I. THENCE SOUTH 32 DEGREES 29'S1" EAST ALONG SAID WESTERLY MARE:;; _:. :: FEET; Iiii THENCE CN •A CURVE TO THE RIGHT HAVING- A RADIUS CF 256.48 FEE: A :_:. OF 139.14 FEET; THENCE SOUTH 1 DEGREES 24'51" EAST ALONG SAID WESTERLY MARC::: :5= : TO THE TRUE POINT CF BEGINNING; THENCE SOUTH 88 DEGREES :5'09" WEST 436.55 FEET: THENCE SOUTH 2 DEGREES 33'12" WEST 115.03 FEET; THENCE SOUTH 70 DEGREES 05'34" WEST 95.47 FEET; THENCE SOUTH 88 DEGREES 37'17" WEST 105.38 FEET; -Th THENCE SOUTH 4 DECREES SB'17" EAST 410.23 FEE:. THE !;CP.THWc:.::-: _ - _ " OF A TRACT CF LAND :ESCR C FILED vRRECCRO - EF .-. :BE :N DEED F L D UNDER .. „ . :.Y,=_- _ 96061909)1 :Y K:SC ..UNT.Y, WASHTNGT^.X THENCE NCRTH 46 DECREES :6'56" EAST ALONG SAID NORTHWESTERLY - - - FEET, THENCE SOU:N °3 2ECREES 39'22" EAST ALONG THE NORTHEASTERL' TRACT 445.._ FEET 72 THE WESTERLY MARGIN.OF SAID CHARLEE Y2NSTE7 __ : SOUTHWEST; 1, THENCE NORTHER I ALLSG SAID WESTERLY MARGIN TO THE TRUE r__. T IF 3EGINNING. • • • r • H ;:.' ' . . . EC • • • Xei:9:. 4 • PARCEL.4: - THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24 TOWNSHIP :3 RANGE 4 EAST, WIL NETTS MERIDIAN, IN KING COUNTY, WASHINGTON .;Cn.-L AS FOLLOWS: -c�-:..___ i COMMENCING AT THE QUARTER CORNER BETWEEN SEC:ION 13 AND 24 IN SA:.: TOWNSHIP AND RANGE; THENCE NORTH 87 DEGREES 26'48" WEST ALONG THE NORTH LINE CF SA::® NORTHWEST QUARTER 1214.00 FEET TO THE WESTERLY MARGIN CF COUNTY 8, CHARLES MONSTER ROAD SOUTHWEST; THENCE SOUTH 32 DECREES 29'51" EAST ALONG SAID WESTERLY H.ARG1:,FEET; ' THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET A _OF 139.•14 FEET; _— THENCE SOUTH 1 DEGREES 24'51" EAST ALONG SAID WESTERLY MARC: ; ; J FEET; _-• -- THENCE SOUTH 88 DEGREES 35'09" WEST. 436.55 FEET; THENCE SOUTH 2 DEGREES ;y'12" WEST 115.03 FEET; THENCE SOUTH 70 DEGREES05'34" WEST 95.47 FEET; . 1 THENCE SOUTH 88 DECREES 37'17" WEST 105.38 FEET TO THE TR E :: - �. BEGINNING; THENCE NORTH 1 DEGREES 22'43" WEST 437.90 FEET; THENCE SOUTH 88 DEGREES :2'39" WEST 283.04 FEET; `, THENCE SOUTH 54 DEGREES :8'1C ' NEST 4SJ.�♦ FE TOTUE `SST: _ _F THE CHICAGO. MILWAUKEE. ST. PAUL AND PACIFIC RAILROAD :::"PA:.: ' _ ^AY; 'HENCE SOUTHERLY ALONG SAID EASTERLY MARGIN 1610.67 FEET -C A P_;; _ THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD. _- POINT BEING ON A NON-TANGENT CURVE HAVING .A RADIUS CF 25C.37 FEET. 7.: RADIUS POINT CN WHICH BEARS NCRTH 66 DEGREES 59'43" EAST;'�. THENCE NORTHERLY ALONG SAID CURVE AND WESTERLY MARGIN 250.59 F _ SCUTHWESTERLY LINE OF A TRACT CF LAND DESCRIBED IN DEED F:_:: _ -_--RECORDING NUMBER 8606190933. IN KING COUNTY, WASHINGTON;THENCE NORTH 48 DEGREES 12'23" WEST ALONG SAID. SOUTHWESTERLY . t FEET; . _. _ _ -� THENCE NORTH o DEGREES 55w 125.00• FEET; EAST '..LONG -n'•= :'EsT.E..^.LY ':'E t: 'MIXTTHENCE NORTH 46 DEGREES :6'S6" EAST ALONG THE NORTHWESTERLY ..: E OF ,TH ENCElNORRTHF .69 �r 4 DEGREES 55'17" " BEGINNING. WEST 410.23 FEET TO THE TRUE POINT :7 • Y• ,J�, a • • :..7:: .yi C • .L. r I MEI .,F:• a -xH_ 19• - =_ " :Reciprocal Easement for Nonbuildable Area and Emergency Vehicle Access) ' i • �NDA OWEST WIDE RECIPROCAL NON-BUILDING WESTERLY OF THE WEST WALL FTHE EASEMENT IN LYING . -+- A)4ERICAN BUILDING BEING CONTAINER AMERICANB ILD 1• B THAT PORT/ON xOF HE NORTHWESCORPORATION TER 27 ti. GOVERNMENT AND THE SOUTHWEST1. INSECTIOON 24, + NGER R I TOWNSHIN 2] NORTH, QUARTER AND GOVERNMENT SLOT, , SEC 4 EAST. CWAENTERLINE: LYING 30 FEETRANGECN4EACHT, W.?!•, E FL L 6KI1rECTiOl; :. ' SIDE OF THE FOLLOWING COUNTY., IwG DESCRIBE: COAL+!E,yCING AT THE SAID TOWNSHIP QUARTER 'FCORNER IENCE NORTH 87.26 ■ NORTH LINE OF SAID NORTHWEST E, THENCE RTWEEN 26'48" WEST,AND 24, NOTHOFN COUNTY ROAD NO. g QUARTER 1214.00 ALONG THE MARGINOW NOi.N AS STEEL AD ROAD; CHARLES MONSTERFEET TO THE WESTERLY NOW WESTERLY ASAD; THENCESOUTH ROAD " EAST, A O O HASAVING A RADIUS 3 p:: 85.34 FEET; THENCE O ]2''29'S1" EAST, ,:,Lp::'' 139.14 2 FEET; THENCE ENCEF 2 SOUTH 1'56.48 24 5 AND BAST ALONG WESTERLYAIDWESTERLY A CURVE TO THE NT1''- � M1IRGIN THENCE NCE]SOUTHr02'33'12" WEST 115.03 FEEDS EAST ES SOUTH `SF'.:4 ' NORTH 1.22'; BEST NCE� OL^,H 88•37 , T 10 SOL4F CS' , THENCE NORTH 239 FEET TO WEST 1OS.J8 FEE: •THEN'...-.. ':2'40" WEST THE TRUE ?DINT CF _. CA]CESDALE AVENUE SOUTHWEST 648.90 FEET TO THE SOUTHERLY BEGI1;!::!:_ ) DEED DALER VENUE SOUTH EST AS CONVEYED T THECITYEFOF M R c; - 3. THE •`R:• US CF SAID CENTERLINE.O. 0064], RECORDS OF SAID RE!:_ ,, ''q • . 11 s: n - F. 17. e i • :-;•Z i • Richard J. Olin .. -.+ ` •"' Foster, Pepper h 3helelm.n ;17 108th Ave. N.E., 11500 is Bellevue, WA Q8004 WATERLINE EASEMENT • - • This Waterline Easement is by and between ELAND BUILDING LIMITED PARTNERSHIP, a Washington limited partnership ("Eland") , and d 6 G RENTON PARTNERSHIP, a Washington partnership ("B & G") . Eland is the owner of certain real property located in the City of Renton, King County, Washington, more particularly described in Exhibit 2 attached hereto ("Parcel 2") . B & G is the owner of certain other real property, more particularly described in Exhibit 3 attached hereto ,("Parcel 3") and in Exhibit 4 attached hereto ("Parcel 4") . Eland and B & G desire • �� to grant easements, for the purposes described herein and subject -o the provisions hereof, over those.pertions of the real _. property described in Exhibit 5 attached hereto which are locate �i in Parcel 2, Parcel 3 or Parcel 4 (the "Easement Property") . `-3i ' 1 . ;rant ct E.iser..ent. J ;a) Flan° hereby grants, for the :,_nett_ of Parcel : ' .inu Uarcel 4. ., non-exclusive ease:r_nt over .ind across those portions u: :ne Elsef.^.ent Property which are located on Parcel 2, tor the c. rcuze cr constructing, cpera=:no and maintaining a :,iter: :ne . .re protection purposes ,the Waterline") •.. .:or.:.incc ,-vt•rnmental requirements. ci s & G hereby grants, for the cenetLt of Parcel . end Parcel 4. a non-exclusive easement over and across these :ortions 'he Easement Property whlcn are located on Parcel ., ' :or the purpose of constructing, operating and maintaining the Waterline 1•• accordance with governmental requirements. ' :c: B & G hereby grants, for the benefit of Parcel i ,,nd Parcel 3, a non-exclusive easement over and across those portions of the Easement Property which are Located on Parcel for the purpose of constructing, operating ana maintaining the +' Waterline ..- accordance with governmental requirements. • '• 1 .7. _Bit;uccLon Costs' entona,_cn• work Methods. All �.,,s,.z __•''-I with installation ar,u construction cf the ' looteru shall be borne initially by the owner c_'iareei !pan uc-oletion of any installation, construction, caintenance,' repair or other work on the. Waterline, the party performing such -.,rr: snail restore the property on which sucn work was performed 0 the -;ns:t:cn :t was in prior to the commencement of sucn =ort:. : l work conducted pursuant ... to :s easement hall be d Ine --.r 11113 • • • in a manner that minimizes interference with activities on the property vnere such worn :s performed. 7. Reimbursement for Construction Costs: Latecomers' Agreement. :f any building is •constructed on Parcel 3 or Parcel 4 that 1s required by law to have a waterline for fire protector ." purposes, and provided that the Waterline satisfies such legal requirements, such building shall be considered a "Benefited Building." Upon completion of construction.of the first Benefited Building, the owner of the parcel on which sucn Benefited 'Building is constructed shall pay the owner of Parcel an amount equal to (1) the costs of installing and constructing • the Waterline, i:ogether with interest at eight percent (8%) pe- annum from the date such costs were incurred, multiplied by (:' a • fractic:,, the numerator of which is the square footage of the Benefited Building and the denuminator of which is the total square footage of all Benefited Buildings (including the buildihm on Parcel :) . :n the event additional Benefited Buildings are ,' constructed, the owners of the parcels on wn:ch such builifir.cs '..`- are constructed shall repay the owners of parcels that have _ontr:muted to the costs of the waterline on a pro rata has._ `� cased on square loofa a of th e he Benefited Buildings. '- 4. Malrtenan:e and Pe=air. he owners of Parcel I., Faroe. :w. 1 and parcel 4 snail eacn maintain ana repair the portions c: ,.: waterline located on the property owned by it in accordance with the requirements ana applicable statutes, ordinances, orders. • - . rules and regulations of any public authority having ;. jurisdiction. All worn performed by any party hereunder shall completed in a careful and worxmanilke `manner, free of claims or liens. Vj 5. 'Failure t ; Maintain or P.epalr, :n the event the El Waterline is not properly maintained or"repaired on any c: the properties on whicn it is located, any one or more of the owners of Parcel 2 Parcel 3, or Parcel 4 snail have the right, ::ion the f? delivery of five (5) days' written notice to the owner failing to maintain or repair, to maintain Pr• repair the Waterline wnerever l., such sort is required and is nereny granted an easement for such maintenance and repair purposes. Ail reasonable casts incurrec by any party in connection with Maintenance and repair of the -_• - waterline on the Easement Property shall be borne by the owner ' • the portion of the Easement Property on which sucn maintenance or • repair is required and sucn owner snail pay within five (5) days tf receipt of an invoice sucn amount to the owner that perfores he maintenance or repair. :: sucn amounts are not paid within five : days, _hey small accrue interest at the prine rate as • innouncod :rom time to._.._,.. time c} -Secur: , Pacific Banx, :eatt_e, • :,• ; - _ . ..w1tn ta,^.din? rl:l•. n-nc ``E ... _-.e event any liar. :s forec:_se.: 1 "a. 121 • i` • 6. Reciprocal Termination. Notwithstanding anything herein to the contrary, In the event any lien is foreclosed •_r against any parcel which is burdened by any easement or • obligation granted hereunder in a manner that has the effect of extinguishing such easement or obligation with respect to such parcel, then upon such foreclosure such parcel shall no longer enjoy the benefits of any easements or other rights granted hereunder. 7. No Merger. The easements granted hereunder shall not merge with any other estate or interest in the real property affected hereby. • 8. Successors and Assigns. The benefits and burdens arising hereunder shall run with Parcel 2, Parcel 7 and Parcel 4 and shall be.binding upon and inure to the benefit of the successors and assigns of Eland and B 6 G with respect thereto. 9. Release and Indemnity. The owners of Parcel 2, Parcel 7 and Parcel 4 'shall each indemnify and hold harmless the other . owners from and against all liabilities, damages, obligations, losses, claims, actions, costs or expenses, including attorneys' 'Cr tees, arising from any act, omission or negligence of such yl indemnitor Cr its contractors, 'licensees, agents, servants, :.I employees, guests, invitees, or visitors in or.about the Easement ,1 Propertyarising from an, or in'u�+ Y ] ry or damage to any person Cr property occurring in or about the Easement Property as a result of any act, omission or negligence of such indemnitor cr its contractors, licensees, agents, servants, employees, guests, • invitees, or visitors. 10. Arbitration. :n the event of any dispute ,arising from this easement. the parties shall submit such dispute= to binoing arbitration by a panel of three arbitrators..in accordance with the Rules for Co:mercial. Arbitration of the American Arbitrati:r, association. • 11. rlttcrnevs' Fees. :n the event, any suit, arbitration or other legal oroceeaing is commenced arising from or in relation •- to this easement, the prevailing party in such proceeding snail •+� :e entitled to recover its costs of suit, including its •a= reasonable attorneys' fees. A 12. 2edication, :n the event the Waterline is at any time required to Co dedicatee to a public authority having `urisdiction aver the Waterline, Eland and B & G shall join1 i•.ucn dcaicaticn. '• _ 1 A r i • I i ,`� i • IN _-LI DATED: fir.. �'J' ' 1990. Eland: ELAND BUILDING LIMITED PARTNERSHIP, a Washington limited partnership �,,,_ By Monster Road Building Corp. , a Washington corporation II, �+ By -%`a� .�.C. -Z. Title: ?rvn *-.�r- '� • B 6 G: B i G RE NTON PARTNERSHIP, a Washin t n g general partnership : ./' 4L- ,tuce M. Blume, Managing General Partner 1111 1mi) L7 • STATE OF COUNTY OF ; ss. J r - On this ! day of L , before me, the unaersignea, a Notary Public In ana for the State of - • , duly commissioned and sworn. personally appearea I .-.._�_ _•y., ��_ --1 • to me known to be a General Partner or B i G RENTON•PARTNERSHIP, the partnership that executed the foregoing Instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership, far the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument. • WITNESS ay hand and official seal hereto affixed the day and year first above written. / FF// t ~• / l' rA �•''' '+ NOTARY PUBLIC in ana for the State �,++ o�O!pR;a,� of Washington, residing ate Z;^ :✓�% 'c'UBL` . My commission expires: • • ` r lir • Am • STATE OF • COUNTY OF ..,;____ i ss. 4 before me,On this ofthe unders g edday of �,, • r a Nota appeased duly commissioned in and fo 1990, ,�_ -� toned and sworn, r the State co - to Personal! '....— partner that executed MonsCpr me knave be Y . acknowledged of of ELAND cuted the foregoing instrument Co to the !edged the DING LIMITED PARTNERSHIP, Instrument the and deed of said Said instrument PAJZTNERSNIP as the general thetl id instrumentathestated thato~beuses and the ePundna° untary the said act he vas authorizeds therein WITNESS to execute • day and year first my hand and official above written. seal hereto • s, � ` PFC=_ affixed the 0-tn. ; 1lOTAR • �,� :c nOTA.L �:� of NaShP11BLIC in and noton, residingfor the Stat 2.5 :9.y (Jr,' r at c . - . ;�`' ' • "Y cc.-misslcn ex li u1N'a� expires: • t 2 . s . I' • • it I . i r A . r • .c . ., ..: r 1 . _ ! _ , . 1 .. ..i -_ .... — t • • THAT PORTION OF THE NORTHWEST ^.:TARTER AND CCVERNMMNT ICT 1 SE:T:::: illTOWNSHIP 23 NORTH, RANGE 4 EAST. VILLAMETTE MERIDIAN, w:NY:NG - N - VASHINGTCN AND THE SOLTHVEST QUARTER AND GOVERNMENT LGT 6, SE:::: TOWNSHIP 23 NORTH. RANGE 4 EAST. wIL AXETTS MERIDIAN, AIL - COUNTY, WASHING':ON. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COHMENC:NC AT THE ^.DARTER CORNER BETWEEN SEC::ON 13 AND :4 TOWNSHIP AND RANGE; -^ - THENCE NC?X 97 :EGREES 26'48" wLST. ALONG THE NORTH tiE "' _ � L — NORTHWEST QUARTER ::4. :0 FEET TOTHE WESTEr'L'.Y Y.ARG:u - - - ], CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL =_AG_ THENCE SOUTH 32 DEGREES 29'51" EAST, ALONG SAID WESTERLY Y.ARC::; 55 FEE: :O A POINT OF TANGENT CURVATURE CONCAVE i THE SCU:HWEST XA::'._ RADIUS :F 256.48 FEET: T� THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH AN ARC :r _: -_-,,::- :4'57" AN ARC LENGTH .39.14 FEE? TO A POINT WHICH :S : FIE: ' • PERPENDICULAR TO SAID CENTERLINE CF STEEL HILL ROAD; - - THENCE SOUTH 0: CEGREES 24'51 EAST, ALONG SAID NESTER::' MARGIN : II FEET; :HENCE S:UTN 88 DECREES :5'09" WEST 436.55 FEET: THENCE SOUTH DECREES 12" WEST 1I5.G3 FEET: :HENCE SOUTH 7: :EGREES __ 14" WEST 95.47 FEE._: :HENCL .S: :H 88 DEGREES WEST :05.32 FEE'. ; • 'HENCE NGR:.. :IGREES : 4] WEST 477 9C FEET -- THE -- - y , — -HENCE S:_TH Ed :EGREES :_ :9' WEST :d].:4 FEET :HENCE SOUTH 5� -EOREiS :H NTCE H _ :a, ::" WEST 19C.41 FEET :_ _:STE=_. _ :AG-. `'.:_wA:'Y.EE. ET. PAUL AN: PA:IF:_•P.A: ::..FA: • -:: ' . i THE EEN__ • :R :3 _EGREES __ _. WEST ALONG :A:: EASTERLY _L :_ . • +:_ EAS:EA:Y'-"-IRG:N ! �9 FT� A'�:NG A RA:: S I. -- : THENCE :A:Y, _ GAEES THENCE• A C2RR E O THE RIGHT HAVING A RADIOS :F 5:0.6 FEET ... ,..-_ 3 :A: EASTERLY yARCIN 4:9. 12 Od T :_ - ' RADIUS OF 667.96 FEES FEET A POINT CN A NON-:A_4GE+; -�• :" D" WEST: . THE RADIUS ?OII;T or WHICH BEARS . :R: ff: , THENCE EASTERLY ALONG SAID CURVE 1C2.86 FEE'.: • __ _ THENCE NORTH 23 DEGREES 41'02" MAST S0.83 FEET: THENCE NORTH 74 DEGREES 12'19' EAST 47.60 FEET TO A POINT THE ill SOUTHERLY MARGIN OT CHARLES MONSTER COUNTY ROAD S:UT2;wEST. _^_: -:_ - 3E:NC CN A CURVE HAVING A RADIUS CF 238.99 FEE-. THE RA::':5 F: - - WHICH BEARS NORTH : :EGREES 19'04' EAST: T. I THENCE EASTERLY A:CNG SAID CURVE AND souTHER= v • THENCE NORTH 88 CEGREES :3'09" SA SOUTHER:: d:.:5 FEE:. ': FEET; -�: ALONG SA.D SOL': F r' :: _lRG_. _.. « THENCE SOUTH _ :EGREES 55'5,1 EAST ALCNC SA:D SO FEET: r7!ER:Y MARGIN _:. _. THENCE NORTH 88 DEGREES "'C9' EAST ALONG SAD SCUTUERL: :.ARG: FEET TT-AA POINT-'`HHICH SEARS NORTH 1 :ZDPLES :: 43" WEST :.._• r__ 117 :NT BEGINNING; -H THENCE S: ':H GREES :. 43" :AST 45 : 77. _::. - INNING �' FEET HE E 7.7 0 , ill l-. ■ r gil, • E X X:S_ , C A P C L_ THAT PORTION OF THE NORTHWEST TARTER OF SECTION 24 , TCWNSH:7 RANGE 4 EAST, WILLAJET E MERID:xi. :N KING COUNTY, WASHINGr:;;. AS FOLLOWS: COMMENCING AT THE QUARTER CORNER DETWEEN SECT:CN 1: AND 24 :N SA:: TOWNSHIP AND RANGE: THENCE NORTH 87 DEGREES 26'48" WEST ALONG THE NORTH L:NE CF SA:: NORTHWEST QUARTER 1214.0: FEET TO THE WESTERLY MARGIN OF _O;.'NT, = k: 8. CHARLES MONSTER ROAD SOUTHWEST: THENCE SOUTH 32 DEGREES :9'51" EAST ALONG SAID WESTERLY FEET; • THENCE ON A CURVE ._ THE R:;HT HAVING A RADIUS CF 256.48 FEET OF 139.14 FEET; • • THENCE SOUTH 1 CSGP.EES 4 51 EAST 11,ONG SAID WESTERLY MARC::. -: TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 8$ DECREES :5'09" WEST 436.55 FEET:- THENCE SOUTH 2 DEGREES :3'12" WEST ::5.03 FEET; THENCE SOUTH 70 DEGREES 05'34" WEST 95.47 FEET: THENCE SOUTH 88 DECREES 37'17" WEST :25. 38 FEET; S THENCE SOUTH 4 DEGREES 58'17" EAST 410.23 FEET 77. THE NORTHWESTI7L. • CF A TRACT CF LAND DESCRIBED :N DEED FILED UNDER RECCRO:NG -' 96061909]]. :N KING COUNTY. wASHINGTCN; • 13 THENCE NORTH 46 DEGREES 16'56" EAST ALONG SA:D NORTHwESTML FEET ': ' - _ . .. THENCE SC' TH S2 :ECREEE :i' EAST ALONG THE �.F.THEASTE : , . : • j = TRACT 445.2: FEET TO THE WESTERLY .ARC:N OF SA:.. ::4 F. ES = TH'wEST THE. • N._:0.. � ..:. .� S .. rES.Z...,'f !'.AR'..:i .. .. _r __. . : r F- 1 • I 111 II!: • BE II . . , . , , , ., , . . , •, . , -, . , , .•_ _ , . • :x':3: . PARCEL 4 . • THAT PORTION Cr THE NORTHWEST :UARTIR OF SECTION 24 TOWNSHIP - TH RANGE 4 EAST. WILLAXETTE MERID:AN, :N • VP AS FOL:.OWS: KING COUNTY, WASHINGTON :fig-e:_ COHMENC:NG AT THE QUARTER CORNER BETWEEN SEC:::N 13 AND 24 .i TOWNSHIP AND RANGE; -^ - THENCE NORTH 87 CECREES 26'48" WEST ALONG THE NORTH LINE CF SA:: !!: ' NORTHWEST ;,:DARTER 1214.00 FEET TC THE WESTERLY KARG:N OF : 8, CHAALES MONSTER ROAD SOUTHWEST; - - THENCE SOUTH 32 DEGREES 29'51" EAST A:.ONG SAID WESTERLY MARG:': 3 FEET: - I. - THE ; "�' A ^^""S Gi i56. .. .r ^ • OF 139..4 FEE:' 4e ttt.- THENCE SOUTH 1 DEGREES 24'51" EAST A:.ONC SAID WESTERLY MARGIN : FEET; THENCE SOUTH 88 DECREES 35'^9" WEST 416.55 FEET: THENCE SOUTH 2 DECREES 12" WEST :15.01 FED THENCE SOUTH 70 OEGRELL C5'34" WEST 95.47 FEET; THENCE SCUT)? 88 DEGREES ,. WEST -5•38 FEET TO THE TRUE P:: C BEGINNING; THENCE NORTH : CLGREES :'4]" WEST 437.9O FEET: aJ THENCE SC.TH 88 CECREES '09" WEST :83.04 FEET: ' • -- _ THENCE SO TH 54 DEGREES --:a WEST 490.44 FEET THE FASTER -- :r HE :H::A .-,. . ..__WAUXEE. PAUL ANC PACIFIC RAILROAD COHPA.' . :_ 2.5 ) SOUTXERLY ALONG SAID EASTERLY MARGIN 1610.67 FEE': THE WESTER:-: MARG:N OF ::U)TY ROAD NO. S. CHARLES MONSTER R: : •i. '=::r'. FIND :N.A NON-TANGEN'. : RV* WAVING A RADIUS OF 257 `—� RADZ S POINT :N WHICH FEARS NORTH. 1:E:::::::9:::: ry ` -HENCE N-ATHEALY' A. NG S AST;!� AID CURVE T • IN 250.59 F . .SOL:HWESTLA:Y ::NE OF A TRACT :F DEED F T"� RECORDING NUYDEA 86061909]], :N KING COUNTY. '�ASHINCTCN; THENCE NORTH 48 DEGREES :2.23" WEST A...ONG SAID SOU HWESTERL'i _-. : -EFT: - � THENCE NORTH. 9 DECREES '5!" r r 125.00 FEET; AS- ALONG ::E WESTErt.'.Y ' :NE 5.;:- -: t THENCE NORTH 46 DECREES .6'S - "" TRACT 2 0.69 FEET; 6 LlST A-;NG TY.E NORTHWESTERLY "- -- �„ THENCE NORTH 4 :MAZES 5!'1 WEST 4:O.20 FEET -- THE TRUE PC:NT =. 4 BEGINNING. • • 1:.R 1 a . • • • • • • 9USr• PE: & I-IITCfyINC,S i • LL .a i " fJ TATERLINE EASEMENT (A7IECT3 PARCELS 1, 2, 1 : 4) • HCNST-F ROAD (S.IATIZS 31+34' TO Q?SESOALE AVENUE S (STATION 1+49.5? a A 15.00 FOOT WIDE WATER LINE EASEMENT OVER THAT PORTION OF THE • NORTHWEST C'=ARTER AND GOVERNMENT LOT 1, IN SECTION 24, TOWNSHIP 23 NoI%D , RANGE 4 EAST, W.M. , IN RING COUNTY, WASHINGTON AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13, TOWNSHIP 22 . NORTH. RANGE 4 EAST, T.M., ALL IN RING COUNTY, WASHINGTON, LYING '. ' 7.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE QGARTLrR CORNER BETWEEN SECTIONS 13 AND 24, IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87.26'43" WEST, ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1,214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 3, CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32'29'51" EAST, ALONG SAID WESTERLY MARGIN, 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 255.48 FEET, AND ALONG SAID WESTERLY MARGIN 139.14 FEET; THENCE SOUTH 01.24'51" EAST. al 71 ALONG SAID WESTERLY MARGIN, 275.50 FEET TO TH2 TRUE POINT OF "cr BEGINNING; THENCE SOUTH 88.33'09" WEST 429.55 FEET; THENCE SOUTH • 2.33'12" WEST 1:3.05 FEET; THENCE SOUTH 7 •05']S" WEST 101.71 '] FEET; THENCE SOUTH 88,37'17" WEST :24. 10v FEET; THENCE NORTH 01.22'40" WEST 427.73 FEET; THENCE SOUT`3 88.03'39" WEST 109..94 _.- -D FEET; THENCE NORTH C 1•56'51" WEST 85.21 FEET; THENCE SOUTH 88.03'19" WEST 370.91 FEET;. THENCE SOUTH 09.00'00" WEST 122.22 FEET; THENCE SOUTH 88.03'09" WEST 128.63 FEET TO A POINT HEREINAFTER REFERRED 77 AS "POINT A"; THENCE CONTENUING SOUTH 88.03,09" WEST 5.00 FEET; THENCE NORTH 22.30'13" 'EST , 191.52 FEET: THENCE NORTH 01.56'51" WEST 213.55 FEET; THENCE NORTH .r 64.08'35." EAST 29.00 FEET TO A POINT HEREINAFTER REFERRED TO AS "POINT 3'; THENCE CONTINUING NORTH 64.08'36' EAST 241.59 FEET; THENCE NORTH 1:••08'45" EAST 19.07 FEET TO Tat SOUTHERLY L:NE CF • CHARLES MONSTER ROAD (ALSO ENOWN AS OAXESDALE AVENUE SOUTHWEST) AND A T_RHINLS OF SAID CENTERLINE: RZTURHINC TO AFORESAID "POINT A"; THENCE SOUTH 01.56,51" EAST 20.00 ZT• THENCE SOUTH 88•03'09" WEST 30.00 FE=' TO A TERMINUS :-. - OF SAI0 CENTERLINE. RETURNING O AFORESAID "POINT 9"• ':HENCE NORTIS :5'51'24" -TEST 23.00 FEE: TO A T=JSINLS OF SAID CENTERLINE. • 9LUXE CISTRIBC:"CN PACILITY RENTON, WASHINGTCN • DRH J03 NO. 89219.06 PURE 21. 1990 R?SR/LNG, 40 . 111 11-4 • • V. • r • • l 1i61.'Ra70 CDBPUY p an weed the 0,Xmeet a e� hxae n a tessort+e omen,7%c o .— 'f i f" a • M4 aCCeeo ee moue,k: • 76',6 . 3 S e-eC,!..-)A.i Mg aaaraq a IMO Filed by Chica¢D title Insurance Co. ia,�naa i i T c _�.}•- t i �p l l 41 a 77E- Ref.i_------',----- r I a �S l S 1 COMMUNICATION SYSTEMS RIGHT OF WAY & EASEMENT �: KNOW ALL MEN BY THESE PRESENTS. that ELAND BUILDING LIMITED PARTNERSHIP, a Washington limited partnership, whose address is P. O. j Box 801t7, Seattle Washington 98108, the owner of PARCEL 2. as 1 ^. .described in Exhibit A attacneo hereto and, by reference. made part — hereof and B&G RENTON PARTNERSHIP, a Washington general partnership, -n whose address is c/o Bruce Blume & Company, 146 North Canal Street. Suite 310, Seattle. Washington 98103. the owner of Parcel 4, as described in Exhibit A, hereinafter collectively called "Grantor," 'or Y and in consideration of the sum of Ten dollars (S10.00) and other good and valuable consideration. the receipt of which is ::ereby acknowledged, does grant unto MCI Telecoewnsnieations Corporation, a Delaware corporation, whose address' is 1133 19th Street. M.M., = Washington. D.C. 20036, its successors, assigns, lessees and agents. til hereinafter called 'Grantee." a right of way and Easement to ir4 construct. operate. maintain. inspect, alter, replace and remove such Z underground coamsinication equipment as the Grantee may. from time, to CD time, require, consisting of underground cables, wires, conduits. T . manholes, drains. splicing boxes, surface location markers and other • — N facilities for similar uses, upon, over, through, under and along a parcel of land ten feet (10') in width (the "Ea:.ment") crossing the �O real property described in Exhibit A and a plat of the Easement shown „� on Exhibit 8 attached hereto and, by reference, made a part hereof, w together with: . (^ (a) the right cf ingress ana egress over and across any adjacent real property owned or controlled by Grantor :. i- • and from the Easement for the purpose of exercising the , rights granted herein provided that such ingress and egress does not interfere with Grantor's improvements or ' uses: fir•% (b) the right to clear and keep cleared all trees, roots, :r,r brush and other cbs!ructions from the surface and sub-surface of vie Easement. and during construction or • maintenance periods. to use additional areas adjacent to • the Easement :r ingress and egress. • • Grantor snail nave the right to use and enjoy the surface of tiY the Easement except •rnen such use interferes with the rights and privileges conveyed herein to Grantee. Srantor agrees not to erect or • c.,hstruct any building or structure, or plant trees within the ••%`: 1 Easement, but Grantor snail landscape the surface of •the Easement in a -.— "' manner compatible with the adjacent property. 1 i _ EXCISE TAX NOT REOUIRED .4 J ,. damage or injury to 1lvestocx,Grantee agrees to pay the reasonable amount of any actual ^ growing crops. improvements, structures, parking areas. landscaping and other appurtenances and/or other improvements to the-course of construction and maintenance I -;- associated with the aforesaid communication system(s) except if caused by the negligent or willful act or omission of Grantor, its heirs. •.:,+` a assigns, agents. employees or contractors. Grantee agrees that any . ram: '- ' areas adjacent to the Easement that are altered or damaged as a result .'h. L "f of construction or maintenance by Grantee, but which are lying outside : k t ; E the Easement shall be restored CO as good as their prior condition w;,� =C) when said construction or maintenance is completed. �•1 indemnify, defend and hold harmless -::ems -.w Grantee agrees to release, i - Grantor against any and all claims, demands and causes of action • arising in favor of any person. corporation or governmental entity. • so %•- because of bodily injury Including death. ar damages to property. ;`�• �_ including •the communication system(s), resulting from any act or omission of Grantee. its employees, contractors, subcontractors, or "= agents in the course of construction and maintenance of the communication systems) or use of the Easement. ' x s- Grantee agrees that should the communication systems) be abandoned, or not used for a period of two (Z) years. the Easement W shall automatically cease and terminate and Grantee shall , If �=ZI n requested by the undersl5ned, release the same of record. i. - .� Grantor, each as to its respective parcel, hereby agrees to :_ ,y r— warrant and forever aerend title to the Easement against the claims of any and all persons claiming oy. through or under Gr.nntor, and that `' ^• Grantor has full right and authority co enter into and deliver unto °.=`'' ^2 Grantee this right of way and Easemert. ,• . - • �. }- v .:•; .-i Grantee, upon the reasonable request of Grantor, snail .a'. L relocate the location of the Easement unbar Grantor's property at am~' :.I Grantee's expense. i't " Grantee shell have the right without Grantor's consent to 'r:t assign the rights granted herein to any parent. suosidiary or affiliate of Grantee or to any person. firm or corporation which shall be controlled by, under the control of. or under common control with Grantee, or any corporation into watch Grantee may be merged or ' consolidated or which purchases all or substantially all of the assets • ;:f..i of Lessee, or in connection with any corporate refinanctnq. i•":- ❑erein shall I •, The covenants, lanes. conditions end provisions t '-' ,i I extend to and be binding upon the ne+rs, executors. administrators. +-' successors, assigns. `issees and agents of rt: per'Onal representatives. _ the parties hereto. 1 _:Ra - - .. :.t- .rr_•e:: :' ....: iA '- `� `�S� ice! .e;feat f a .. •"'^ire^ s'e '•$t:',.• •a. +_,�rr`,r'?.hi+i.v, ,.•. • r ... .. .._. x• ai r .- {' '�: .,.A .!-..�:•:� -i. i 1,4.:i�ii. . 3 5 S • • ;':;; I :n , ♦ IN WITNESS WHEREOF, this instrument is executed this 1 .+:• ! _ day of c 4- , 1990. 7. - _.. GRANTOR: —';` ELAND BUILDING LIMITED PARTNERSHIP n::• U= By: L.f____:,_ ...... • v,` SiW4nd Jr. 1 N _ It :IU Title: .�r..s— '-::. =w BiG RENAT.N PARTNERSHIP :.�° _ '' :ruce N. Blume Managing Partner • x c _* "w_ GRANTEE: • z r- �, S - ATTEST: MCI TELECOMMUNICATIONS CORPORATION t.1 . � —,.-4 ey: 11 C� - By: • 1�- : . QD fiiQWAFiO STH04 Susan C. Frary. Vice Pr.fldent . • I r _ Q ASSISTANT SE RETARY / f v^ • tiC. 's"-.- ....,-y..r ..-,- . . .. .. . - • - ..es„.,:• - ..•4f,`•_�!• c:,,, ,i ,...-:^. ��//: .= .:_;k_ :""_'r3_f,-'Yt3 '�• - i..0.T-;;;R—. r: ( �, T1 co 1 {. THE STATE OF WASHINGTON -+ COUNTY OF 1 t t . l a On this 317t day of C�rut,rt.- , 1990, before me. the 1 • undersigned, a Notary Public in and for the State of Washington. duly �: G Commissioned, personally appeared SID ELAND•JR. to me known to be the (WTr-3�-t(L. of ELAND BUILDI?:G LIMITED PARTNERSHIP. the U= n i partnership that executed the foregoing instrument, and acknowledged • . n 3 th.. said instrument to be the free and voluntary act and deed of said w • o partnership. for the uses and purposes herein mentioned. and on oath „2 stated that he was authorized to execute said instrument for and on "-' behalf of the partnership. d�- • LL zo In witness whereof, I have hereunto set my hand and affixed xy y inofficial seal the day and year first above written. - oar ��. } rem, Notary Public in and for tIW State of Washington. residing at S.Fi}7rL.E W.� zt- My Commission expires: o 61 i- 27 C] THE STATE OF WASHINGTON N COUNTY OF t v C\ . (" , On this ^1�{ fay of li�� , 1990, before me, the s ',. undersigned. a Notary Public in and for the State of Washington, duly '•.1 .^. J commissioned. personally appeared BRUCE M. BLUME to me Known to oe the Managing Partner of BLG RENTON PARTNERSHIP the partnersnip that i q.t: executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said I • - - partnership. for the uses and purposes herein mentioned. and on oath • stated that he was authorized to execute said instrument fcr and on '4:3 behalf of the partnership. • In witness whereof, ! have Hereunto set my nand and affixed my q ::.' official seal the day and year first abovo written. Notat'y Public. ,s and for tem.- 1 }_ State of Washington, residing at - ._t coy:mission cowission expires: -+ -[ —Cf. ! . I liii I I v+ l 41 1 I L' R:� J'..T Y• .f ; 1 } THE STATE • • OF TEXAS4. COUNTY 41 OF DALLAS On thls=L� , nr•'.• . <_ • undersigned, a Notary Publtefin�� 1990, • - �'L unde• commrsigned, before me, the Y PPearetlnSUSAN Che State of Texas, duly personally a _:�` ¢ • thatViet President of MCI TELE[OMMUNICATIONS CORPORATto me known to be the that executed the foregoing lnstrweenl, ION' corporation instrument 9 the ter u rent to for pa the free and voluntary act an deed acknowledged the said corporation, u Y and deed of ,,,� the uses and purposes herein mentioned,said • stated that sne was authorized to execute seal affixed is and on oath the corporate seal said instrument and that tr,a of said corporation. .:..r , --'," ppration. • In witness wnereof, official seal theday I have heaboveow set my ritten• hand and my ana year first affixed • f L •.f. i notary Public in and for the • State of Texas r L..;}i 4 • MY coe.e expires: lssion o os' 22• 93 . . lirW� Ill �� • o .jrjr 04 9.4 • a ir arf� \wry 1 i41 j i d - s I , '07 ~?te \r:H ..• .4 • .+.�•3:+.-� �..•.- ... .F'4arii:s..::{•_•_'•_ ;— 'l:ftiS rA:i 4•'•s-S•'=� wj t..`_ . •:►5ti-'•'!• -�i .'.�\.. ` _ F.. ,'- I :Y.=:, . • :.Y .7 • • r EXHIBIT A • a Parcel 2 t ✓ ..J • t:t I i That portion'of the northwest quarter and government Lot 1, Section 24. Township 23 north, range a east. Willamette Meridian. in King •3 '-= a . County, Washington and the southwest quarter and government Lot 6. -,- Section 13. Township 23 north, range 4 east, vtllamette Meridian. all S .,: ""`=' in King County, Washington, wore particularly described as follows: a C_o Commencing at the quarter corner between Section 13 and 24, in said - Township and range; _ _ III" • Thence north 87 degrees 26''48" west, along the north line of said 4. northwest quarter 1214.00 feet to the westerly margin of County Road No. 8. Charles Monster Road southwest and now known as Steel Hillo Road; 'I--s Thence south 32 degrees 29'51" east. along said w ly margin 85.34 ti feet to • point of tangent curvature concave to the southwest having • =ro radius of 256.48 feet: d '�;� o w Thence southeasterly along said curve through an arc of 31 degrees j • 0 04'57" an arc length 139.14 feet to a point which is.30 feet westerly, Y _ .n perpendicular to said centerline of Steel Hill Road; • "- Thence south 01 degrees 24'51" east. along said westerly margin 268.00 ':: _ `, feet; .� ;;::,;, ^ Thence south 88 degrees 35'09" west 436.55 feet; • :+ :'1 Thence south 02 degrees 33'12' vest 115.03 feet; 5.. ! ..• Thence south 70 degrees 05'34" west 95.47 feet; :•,^, �- r..i Thence south 88 degrees 37'17" 1:5.38, feet: • .1'�+ ' --• .-0 Thence north 1 degrees 22'43" west 437.90 feet to the true point of y: `' beginning; '=•Z. :Thence south.88 degrees 03'09". west 2R3.04 feet: ;••. •,. Thence south 54 degrees 28'10" west 490.44 feet to the easterly margin 4_`•,! - of the Chicago, Milwaukee, St. Paul, and Pacific Railroad Company right of way; i r. Thence north 26 degrees 11'33' West along said easterly margin 115.75 ! ' feet: I Thence on a curve to the right raving a radius of 411.73 feet and i.:;.'i along said easterly margin 57.49 feet; l • y - Thence north Z0 degrees 11'33" west along said easterly ■aroin 156.01 feet: times Thence or a curve to ."w r n"r navin.7 a ra.',luS of !et and 11 along said easterly .4igin 413.1: .fast .: 4 cc:h. tn - -' -t_..,_..t curve having a radius of 667.96 feet. t`e radius ootnt of nnith tears .;., north 6 degrees 57'18" west; Thence easterly along said curve 102.86 feet: 3 i.r_ . Thence north 83 degrees 41'02' east 60.83 feet: Thence north 74 degrees 13'19" cast 47.60 feet to a point on the southerly margin of Charles Monster County Road southwest. :aid point I being on a curve having a radius of 234.99 feet, :he radius point of +'.'F: \ 4* which bears north 17 degrees 19'04" east: Thence easterly along said curve and southerly margin 80.36 feet: Thence-north 88 degrees 03'09" east aiong said soutnerl•. margin 470.93 4 :::',..,,,: ' • i .-}�::Y'4._c:J 1.714 -._ - .-... • .. . • .. .. ;•. ..- ---e-• - _ ii.i`R. 4 at. ..... \.Y,�..�: �1+.Yw'.�1ti1� :_,to ... .',-. .• '.:^^.• S .'1 .. .71 - r:, ' -. ..T.3�e'--,;.�%.• .r:�=• �7'•i.•a. _mow-- .?.�:� rest� _ •v.'w'A: :: , Jr — feet: ,= 2 • Thence. south 1 degrees 56'51" east along said southerly margin 10.00 feet: i Thence north 88 degrees 03'09" east along said southerly margin 26.53 a feet to a point which bears north 1 degrees 22'43" west from the true =•r- point of beginning: !_' 1 E Thence south 1 degrees 22'43" east 450.00 feet to the true point of A .n beginning. . �o f Parcel 4 ; ' ?u- That portion of the northwest quarter of Section 24 Township 23 north. 07 range 4 East, Willamette Meridian, in King County. Washington. �i• Describe as follows: a ■ = Commencing at the quarter corner between Section 13 and 24 in said .k _ Township •and rangy, i _= Thence North 87 degrees 26'48" west along the north line of said .5 _~ northwest quarter 1214.00 feet to the westerly margin of County Road .4 c' No. 8. Charles Monster Road southwest. ? 1 ;Lai L7 Thence south 32 degrees 29'51" east along. said westerly margin 85.34 o w4 feet; OC Thence on a curve to the right having a radius of 256.48 feet a —— .Ci distance of 139.14 feet; It =•'i ^ Thence south 1 degrees 24.51" east along said westerly margin 268.00 feet; C Thence south 88 degrees 35'09" west 436.55 feet: r•1 Thence south 02 degrees 33'12" west 115.03 feet; "'•.: i— w4 Thence south 70 degrees 05'34" west 95.47 feet: T: ;'.'�� _ Thence south 88 degrees 37.17" west 105.38 feet to the true point of ! • beginning; Thence north 1 degrees 22'43" west 437.90 feet; %4f: Thence south ea degrees 03'09 vest 283.04 feet: Thence south 54 degrees 28' 10" west 490.44 feet to the easterly i margin of the Chicago, Milwaukee. St. Paul and Pacific Rallroao ...}�.. I Company right of way; Thence southerly along said easterly margin 1610.67 feet ttl a opine on �?: the westerly margin of County Road No, 6, Charles Monster Raad. said ^ :i• g point nefnn on a ".r,ngeht curve rasing a radius or 250.37 met, '■ pttlii 9 radius paint on ..ntch n"s's north 66 degrees 59-43" east; MalI Thence ncrtnerly alona said rurve end westerly margin 2 7 feet to MI f the southwesterly line of 4 tract of land deicrioed in aeea filed under 'e:crding n.:.euer oovo1y0933. In sing County, •ashington; Thence north 48 degrees 12'23" west along sale southwesterly line 420.25 feet; t :t; Thence north 9 degrees 01'55' oast along the westerly line of said 1 .i!, tract 125.00 feet; : sv;'1. ,,:^ Thence north 46 degrees 16'S6' cast along the northwescerly line of said tract 17.69 feet: .r + Thence north 4 degrees 55'17" west 410.23 feet to the true point of beginning. Z t~ s 1 I 4 • .. .�`•^� ,^.i' �M!t,'•'�' _� —....:.+::. .i.: :s __ ..._ , r-,` .w_it -i:.....s r :..• :.i."�1� -m71:' ��:ay.1 q•[t y..*;•:::,� �1ce rp.:•:-i ,t7 -. L ? r—T.A • �` tr� :. y..:is .+._n !.e ,f,.••�%::r 4 �.. a Tce. • • . . • 4 . • I :- 0 lr . - •.P. 4.'"4..••••••C'1.I.i i'll i4 .!,,,'';'t.i.i:*•:.t,..:•,!:„'-':',....1.1... ' :,:'...:,';k.1.....i'..'1.1:.•.17.-..,.......„•re.....,.,,,;....:..tri.fS,1,;?;•..;?•f!...4.1.1'4`.11;1,i!;;;:11,14:.*::::Vi:::.li, j.: ..:;.i.:1ti .1t:illift:;:e..'•;;;:.•••••:-:;:,5%ii1::33'J:::()!;:;:,: ft'ii-:::A.';,.....'...:.' •r:.:j}.::::•.:::',':,..-:,;;',:;,:!..f...4: -:..'f.?,7'..: .•...,.le.1.1:* ;:..' ', .....',:i::! ..—'•'-'1.••...•:), •.'..•"/..::,V.‘i!.!•i;L: '...-'•''';•.•;';': ...'...,r...: 14;in 1;'r°11.'f's.:";154.tilfi:**".:iC•r:".t.'..i.14:;?.6%':%?%4"...t i0'•If%DIM•A.P.1 4;e;;;..r$•.'.4: ilt,"....4';',V.,.:t;k4w:11'7"..1•JiA•ti',.2.....:••••Pf,.......;„:::•:-7•1•:;,...1:1...'.;11....I o:::..,,,:.z•i!..:;?.„1 t::.q..: o .1:.....1.;.,:4.:...,..... t,t....,./,,,..„. .. ...0,,,...... ,. tr ' oi': -- •• •- ..... •Iiiil ICE: IF Ilk DOCUMENT IN THIS FRAME IS LESS CLEAR THAN 1111 S fill 1 ILI. i . k%.: IT IS DUE TO THE QUALITY OF THE DOCUMENT. — ------ Z 0 ' t-, :J1102!)0H1S •• :.: A i . P.; 1 .•f•. • : :1.•p 3n1J 7 -71; PaV -- i •—••••••••• • .,..... • -,f i .il ei e -- - 41 li i D.,• I. ...._- .---, •• „ , 1,,‘- In..z,,,, - -...<•••""g I..; .t r. _ ma P i 1 7 • 1.. .... ••:: : • I Q i" CD .:. •, i r% . ii .1.: ....- c...," .4.... ,,, . __. ti• • ,-...,21.1• 2E... .;J • - •._,,r, . ...(0P2h;,-- .. . rill!i CO .';'; ci , ammo.ref'__,, _.. .--•,, '1 b., n ,• ot" ,.. 1174 — ---ll-tt- "- Q ... lit '1'- 11;i:. - .:.•:•:,....c..N, • it • ,. ----_,:c._ _ ...__ ..•., .„ :• I :6:5%k. i.. ...415,.1.0; ‘,.•: •-...,... . 4. •k: ,.., •:). : vis:::. c , .„.. . ly. A.: •-----0 r---- • 1 i ( .—• ,,...,_. N ?.•-..! ,- , _....,;:,.,7. c) kk' DI ..„...._._,.... ,.,_.,==..__,t) . ._7.;.,_,..L... . .,;i7,..•:_,,,.. ._,... >.< ...... • .:- ,11..1.,_-..,, ..._. :,.. ..:a. (ta ::::Zk I ''''''‘.. g•• 4r ivo -,:,. ,..,, 0 Z th. c, =t. ,i r• itY'.... •.. I --7 , ...gra Ilavi4. 'if 40,:iii*. , f.tof. C 1 • -I--a--::• -------V.-;-------: .1111.11'GamP (I) !!).: I •i 1 ...en .....,......---, . ,, ..it -• -1. "si • •k, . ?•;•.. _ 11 -/ •::, 1,n 1 - 4 Q - ci• r; ii.., li i...„;..:,...,..4.:,...._...,:i .,-.• i rn co, ::---2,-- -_ --, CI 1,... )d .. ...... ...:4.33 .---60 1 -----.... Z I--.• • 4 0 .. ....,!.." .... — , :•,!.. ,._ ., : ih: ' • 1 ',j,f4i • —.,....—. •• . . 1 . • . 64 . .. • •.:. ;,.,,,,,;, ... i • . _ Sheer ? of =� •'F' BUSr+. WED& HITCHINGS. INS IK.C.I. EASEMENT a .. BLUME DISTRIBUTION FACILITY . ti THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, N.K., :N KING COUNTY, WASHINGTON, DESCRIBED u= AS FOLLOWS: ^E • ::r I ;„ COMMENCING AT THE NORTH ONE QUARTER CORNER OF SAID SECTION 24; _ THENCE NORTH 87.26'48" WEST ALONG THE NORTH LINE THEREOF 2,611.67 It A � ,, ' FEET TO A POINT ON THE EASTERLY LINE OF THE CHICAGO, MILWAUKEE. `- : ST. PAUL, AND PACIFIC RAILROAD COMPANY RIGHT-OF-WAY, SAID POINT a w BEING ON A CURVE WITH A RADIUS OF 523.68 FEET THE RADIUS POINT OF 5 .WHICH BEARS SOUTH 82°21'36" EAST; THENCE SOUTHERLY ALONG SAID .nr' EASTERLY LINE AND CURVE 251.89 FEET; THENCE SOUTH 20.11'33" EAST ALONG'SAID EASTERLY LINE 64.15 FEET ''O THE TRUE POINT OF BEGIN- " KING; THENCE SOUTH 28.27'58" EAST 115.56 FEET; THENCE SOUTH X c 15.26'35" EAST 35.44 FEET TO A POINT 1u.00 FEET EAST OF SAID • i • EASTERLY LINE AS MEASURED AT RIGHT ANGLES THERETO; THENCE SOUTH ' -= 28.11'33" EAST PARALLEL WITH SAID EASTERLY LINE 203.44 FEET; THENCE SOUTH 33.55'36" EAST PARALLEL WITH SAID EASTERLY LINE Z.▪ „� 420.00 FEET; THENCE SOUTH 56'04 '24" WEST 10.00 FEET TO SAID o EASTERLY LINE; THENCE NORTH 33.55'36" WEST ALONG SAID EASTERLY _' '�7 LINE 420.5C FEET; THENCE NORTH 28.11'33" WEST ALONG SAID EASTERLY LINE 205.06 FEET; THENCE NORTH 15.26'35" WEST 35.42 FEET; THENCE ▪ X NORTH 28.27'58" WEST 145.64 FEET TO SAID EASTERLY LINE; THENCE CD NORTH 20'11'33" WEST ALONG SAID EASTERLY LINE 69.49 FEET TO THE � TRUE POINT OF BEGINNING. yµ 1= .-.1 L 1. 7- i "4 `�" .. 3LUHE DISTRIBUTION 1 '" 4.•Df ' ARTHUR L. HITC.':INGS L JANUARY 24, 1991 � of ! REVISED1/25/91 I d7y r' / 91005/SUR 46A f. :ii5` rf� .' :::-.r•f i_ is :t. S.• I =,'o q-•'�•�7.� •�s�.. .. • - - . .... ' rr:::.:'•_••1 ° :1' / t1"01-iy`��✓'•:�;L1 J l \ t- Y-.! -:-I��,C},°j' _ "�� •+:-�i:.:Y.rtw•, SAL5r. cF,,..iw'a •��\.^Y+'••a= :Z+\ _�•.;.. µ'r .13.1. • : , I Y ----' • . ' ; ...': 1 V4 :,..1. • • . ..J...-4''',..:''...,1..4'.7'..? .", l , ... 1........r..:.... ; ....•..1.r...;.; ....'.i:'''i'rri',2 1:::!C.'ie .i..... . ..:.. 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'-` .• • - .1, ,. 69 fs. 7:111-----W-- 2j5 SI. . -------1..147 .....6:4,- 28.11'__ .d 0 4.4'''-'7... /T..." :.' . i --0°,/,- •-.. __ N 29•27,58. ----- _-__:14:. 35. /56 t ':: 1;:1 i 4, '.!* .r10,11"..yes, Ca- -••vo 1, A/.25•ii.,32.w • - -_ . .. -witV. Sec 14 T.13 N.414 E.WM ,'.',.., ---.(:,A,' .;• .- JI:, cv - /.5. 3.q.S 79' ___.1_ .. • avo. -Js.,„ .' 1 . t. A i • ' i--1):///C . odroo,7 ..,• ,. r - )1.6y •;;14 : I (z, :'il . • L.... .6. . . :.,„ . 4 —B .,•o• -47 . ,te : I 1.•:',. P.(1. .:`:. .i ...7- 1 • t 4 i. ., . ra . --,. S 56'04'24'W-.. r•' - 703 4 4• 1 9 33"55'36"G 42000' -. ..------•::, :.?.. '. ,•• . .. - ... . -1 - — --• •_ .ci06. ._ N 33'.5)5 . 5 W'36' 420 50' ... 0) ,- ? k Ft1 I c --... ,r .. CO • I 1 CD - ;42 1 I'. /0 -,.. ::!..fis.: co /i L'I'..1 • 2 k. • -'l t ' . Q. ii. •• 1: •• . ;- , I i. i ss-t-, 1 -4-- :•I I!h I Al,e -a'kITClif N 0 S,INC. 1;5' "M. C. I. EASEMENT ,......14 , E.4 41pg 3 a LAMB SURVEYOR ..".'. S I ,40. "...... ."' 'cii III •44.4,. .. ,t I; •`.: •1.1-ii ma.raivi rro 311-4414 rt1=Disti-ibutioA Fol January 24.1991 91005.00 '4.....6 --------.- —.......-.----....—. - VA•,., ox A tr.: • ..,( •:.•ts:; : ,•.1 ! FM511% i t; 4/ / f,,t 1 ;L . /(' ::l..I?.1L1 •n.dGGLI. P OF RcPlTON ,q 5 RECEIVED /'1 x 'i n. G(d" 1AN U 2 ;992 a WATERLINE EASEMENT ...-..,'4L LiIVISION3 I$ THIS INSTRUMENT, made this -"r• day c. ..1..ti-W , :991; & by and between and ; A B&G Renton Pactner2 . and r and • ; 8 hereinafter called "Grantor(s) ," and the CITY OF RENTON, a Munic- , ipal Corporation of King County, Washington, hereinafter called . "Grantee." .. � 1� WITNESSETH: That said Grantor(s) , for and in consideration of the sum of 8 a • i ' S 10.CO paid by Grantee, and other valuable consideration, do by these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its successors and assigns, an easement for roadway and public utilities (including . water and sewer) with necessary appurtenances over, through, across and upon the following described property in King County, 1 Washington, more particularly described as follows: ! ;J w- 1e51 WATERLINE EASEMENT (AFFECTS PARCEL 3) cl r MONSTER ROAD (STATION 31+34) TO OAKESDALE AVENUE SW (STATION 1+49,5) 1 CD `a 1 CD A 15.00 FOOT WIDE WATER LINE EASEMENT OVER THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, IN SECTION 24, TOWNSHIP a y 23 NORTH, RANGE 4 EAST, W.H. ,' iN KING COUNTY, WASHINGTON, LYING :^ 7.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: �z J :J J COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24, IN -?_ SAID TOWNSHIP AND RANGE; THENCE NORTH 87.26'48" WEST, ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1,214.00 FEET TO THE WESTER yj - LY MARGIN OF COUNTY ROAD NO. 3, CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32.29'51" EAST, z ,] ALONG SAID WESTERLY MARGIN, 85.34 FEET; THENCE ON A CURVE TO THE •'' 1 '"- RIGHT HAVING A RADIUS OF 256.48 FEET, AND ALONG SAID WESTERLY I+ =a_ MARGIN 139.14 FEET; THENCE SOUTH O1.24 '51" EAST, ALONG SAID • WESTERLY MARGIN, 275.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88.75'09" WEST 423.32 FEET; THENCE SOUTH 05.05'42" . ••,_ • , WEST 113.10 FEET; THENCE SOUTH 70.05'35" WEST 103.00 FEET; THENCE SOUTH 88.37'17" WEST 106.11 FEET TO A POINT ON A LINE WHICH BEARS . - NORTH 01.22'40" WEST AND THE TEP.HINUS CF SAID EASEMENT CENTER- ' LINE. • - THE SIDELINES CF THIS EASEMENT SHALL BE SD SHORTENED CR LENGTH- •''''' ENED SO AS TO MEET AT ANGLE POINTS AND TERMINATE IN SAID WESTERLY 1. . • i w ,;_� � • MARGIN A.70 SAID LINE WHICH BEARS NORTH 0_t 22 40 WEST. R'•' _ > •, - SITUATE IN THE CITY OF RE21TC;f, KING COUNTY, WASHINGTCa. .� e I • _ . • ;ti=' I ,:r.ng construct:on and until such time as- " , ""es . "' and appurtenances have te"^ - -cr _ne c;.eration and Cain- �: �'" tenance ...a .,cantos cut ,ot 'later .han =� ma :. • +_�`a 71 l• • ORDINANCE NO. 3982 Exhibit Legal Description of a parcel of land situated in Sections 13 and 24, Township 23 North, Range a East, W.M., City of Renton, king County, Washington. Cowuencing at the Southwest corner of Lot 12 of the Plat of tasnington v Technical Center as :ecoraed in Volume 122, Pages 98-102, Recorcs of King County, Washington; Thence South 77'27'27" West 134.90 feet to the True Point of Beginning; Thence North 12'32'30" West a distance of 120.00 feet: • Thence North 77'27'27' East a distance or 134.90 feet; • i • Thence.North 12'32'30" West a distance of 6O.0U feet; Thence North 01'14'28" East 'a distance of 271.36 feet; k5 crThence North 88'45'32" West' a distance of A0.U0 feet; • 0 • Thence North 01'14'28" East a distance of 425.00 feet;' 0.0 Thence Soutn 88'45'32" East a distance of 43.00 feet; CD Thence Nortn 01'14'28" East a distance or 459.00 feet; Thence Nortn 88'45'32" West a distance of 281.00 feet; Thence North 07'57'10" West a distance of 461.99 feet to a point on a non-tangent curve concave to the Southeast, said curve has a radius of 380.00 feet aria a center .nick bears South 22'09'52" East; Thence northeasterly along said curve a distance of 118.81 feet to a point cf non-tangency; i. • Thence North 04'15'00' West a distance of 80.00 feet to a point on a non-trr.cgc-t curve concave to the South, said curve has a radius of • 460.00 feet and a center which bears South 04'15'Ou" East; Thence easterly along said curve a distance of 48.17 feet to a oulnt of tangency: Thence South 88'13'00" East a distance of 277.16 feet; Thence North 01'45'00" East s aistance of 206.00 feet; Thence South 88'15'02" East a olstance of 2.42 '-at to a point on a non-tangent curve concave to the sdutn.ast, said curse nos a radius or 0:42.60 feet Ina a center 'itch bears South 77'15'54" East; Thence Northeast along said carve a otstance reet to a point or non-tangency: • • ORDINANCE NO. °742 Exhibit "'" Thence North 01'45'00' East a olstance or 64.33 feet; • Thence North 88'15'00' west a distance of 1224.42 feet: Thence South a distance of 91.08 feet; Thence West 'a distance of 274.74 reet; Thence South 20'23'G7" vest a distance of 290.71 feet; Thence South 37'02'23" vent a cistance of 204.96 feet to a :pint on a tangent curve concave to the East said curve has a radius of 238.52 feet ' end a center which Pears South 52'57'37' East; Thence Southwesterly and Southeasterly eiong said curve a cistance of 45e.42 feet to a point of cusp; Thence North 73'04'46" west a distance of 359.61 feet to a point on a non-tangent curve concave to the EJst, said curve has a radius of 431.52 • feet and a center • ,:n pears North 73'21'55" East; 00 Thence Northerly Plong said curve a distance of 328.00 feet to a point or CD reverse curve concave to the west, said curve has a radius or :60.10 feet and a center which pears North 63'05'05' West' GO Thence Northerly along said curve a distance of 397.76 fee: ': a point • C a compound curve concave to the Soutn. said curve nas a :aplus 1, 2?3 J feet and a center wnir_h :ears Soutn.29'17'46" west; Thence Westerly along said curve a cistance of 300.56 feet ;= a point or tangency; Thence South 60'31 '21' %est a cistance of 263.00 feet to d ocint on a tangent curve concave to the North, said curve nas a radius of 165.u4 feet and a center wn:ch Bears North 27'28'39" west: Thence westerly along Bald curve a distance of 212.53 feet a point c,f reverse curve concave to toe Southwest, said curve nas a radius cf feet ano a center ■ntch :ears South 44'18'11" vest: Thence westerly along said curve a distance of 133.74 feet; Thence West a distance of 367.C2 feet; Thence South a distance of 143.35 feet to a print on the northerly rignt.-of-way line of Charles monster Road Southwest •;County Road 118. South 143rd Street): thence Borth.csteri+ stun; said ;nt-of-way lice Mort.". " lest 9 ddtata 'ce or : '7.9: feet: ORDINANCE NO. 2S 2 Exhibit: ' Thence South 28'071 west a distance. of 60.00 feet to a point on the Southerly right-of-way line of said road and a point on a non-tangent curve concave to the Southwest, said curve has a radius of 543.14 feet and a cent which bears South 28'07' west; Thence westerly along said c::rve a Distance of 200.90 feet: Thence South 86'»' west a distance of 513.48 feet to a point on a tangent curve concave to the Northeast, said curve has a radius of 233.99 feet and a center which bears North 03'05 West; Thence Northwesterly along said curve to a point of intersection with t-e South bank of the Brack River; Thence vesterly along said South bank 85 feet more or less to the Easterly boundary of Northern Pacific B-It Line Right-of-'way; Thence Southerly and Easterly along said railroaa right-of-way 2475 feet more or less to westerly margin of monster Road Southwest (72nd Avenue South, County Road 42.!; LI Thence continuing along said r!ynt-of-vay line to the centerline of saio Monster Hoed Southwest, O Thence Southeast along the centerline of said read ti the Southwester..i ved right-of-way line of the Northern Pacific Belt Line Right-of-way (Burlington Northern Railroad Ccsoanv Right-of-way) , said ❑oint also ceing a point on a non-tangent =_.-•;e concave to the Southwest, said c_:,e 'gas a raalus oe 1134.00 feet and a _enter vnich :ears South 29'53'. z West; Thence Southeasterly siong said . rye a distance d' 1189.15 ft 1: to a point on line Parallel with and 7:.:0 feet northwesterly of the centerline of Washington State ninhway No. .-L S.W.: Grady way) ; Thence North 66'52'50" East :taratiei to said centerline a distance of 139.79 feet to the westerly rdgnt-nr-way line of the "8" line for sato State Highway, said point also beln: the easterie margin of said Nort-err °Reif): Belt Line Right-of-way tEurlington Northern Railroad Comoanv Right-of-way) and a point on a non-tangent curve concave to the Southeast, said curve has a radius of 905.37 'feet ana a center wnlch bears South 73'53'43" East: Thence Northeasterly along said common right-of-way line a distance of 181.53 feet to a paint on the East-West centerline of Section 24-23-A:, Thence continuing along said common right-Jf-wav line and aid centerline South 57'30'33" East a distance of :6.07 feet; Thence continuing along sato cc.con r.;ht-of-way :ine North 47'58' 144 East a _:stance of 243.18 feet :: a .cant on a tan.lent c':rye concave : :he _.:Jt`eest. said ..ye -as a :tcl,;s of :51.C,, 'net and a center :ears _. ,tn 42',71 '45' East: • ORDINANCE ;;D. 3982 E::hibit • Thence continuing along said common right-of-way line Northeasterly along said curve it distance of 174.03 feet to a point of non-tangency, said point being on the North-South centerline of said Section 24; Thence continuing along said railroad-right-of-wqy line ana said Section centerline North 01'05'00" East a distance of 142.62 feet to a point on a non-tangent curve concave to the Southeast said curve nas a radius of 905.37 feet and a center -nich bears South 29'26'38' East; Thence Northeasterly along said curve a distance of 267.55 feet Thence continuing along said railroad right-of-way line North 77'29'17" East a distance of 644.15 feet to the Southwest corner of that property conveyed to the City of Renton by deeas recorded under Recording f8212090480 Records of King County, kashington; U, rr Thence North 77'27'30" East to True Point of Beginning. O CD GO CD Pape 4 iig • I a;.t • • ._ ,. �"un lined Marine Motor ;,;: D Ai RFp►'ESI CF ,;:.{ City ci Renton, Washington, cart v that this a n� 1 lr -' and COfr CC�Of '1•dtn___.. 5.. .I Al ., bsbea and ?; �:EQ' = S� Sailed this �thr,/a. °Q�tic:9.�r City Clark �� _:TY CF RENTON, WASH:NC...., _RDLtIANCE NO. ;: 7 ''6 ANDFIRMINOF G AN ORDINANCE � ` CON THE CITY OF RENTON, WASHINGTON. APPROVING DAL IMPROVEMENT THE ASSESSMENTS AND ASSESSMENT ROLL CF DISTRICT NO, 32 FOR THE CONSTRUCTION AND INSTALL%.TICS C; -LANE STREETS WITH CURBS. GUTTERS. STDEWALS, WATER `BRIMS, STORM DRAINAGE, T LANDsCAPIYC, STREET LIGHTING, DEVICES CONTROL • SANITARY SEVERS AHD CONSTRUCTION AND INSTALLATION OOFMAHNEW "' SANITARY SEWER FROM THE ERISTIN,. METRO INTERCEPTOR AND • .:.�._ OTHER NECESSARY APPURTENANCES IN THE VICINITY OF OAKESDALE AVENUE S.W. FROM GRADY WAY TO MONSTER ROAD S.W., RENTON, . ` — KIPG COUNTY, WASHIHGTON, ',^`:.`i 8Y DOING ALL WORK NECESSARY IN 1jf j CONNECTIONE AGAINST THE SEVITH, ERAL AND ASSESSING THE AMOUNTS C` AND OTHER T7 LOTS, TRACTS, PARCELS OF LAND ��•' AS SHOWN ON MPROVEMvNT •,':. -- CONFIRMED 8Y THE CITY COUNCIL; a AID ASSESSMENT ROLL ASE PAYMENT OF SUCH ASSESSMENTS �H D PROVIDING FOR THE FUND, DISTRICT NO. J32 OF INTO THE LOCAL i ai THE CITY AS ORDERED 8Y ORDINANCE NO. CF RENTON, WAShINGTON ]98�. ?.=• WHEREAS, ;e assessment :ail --=+ : levying :r.e special. assessment against t::e property located ?; is Local :-pro:er_en: Oist:ict No. 132 generally describeo as construction ar.n ;stal:aticn of lane h.^ :..: ; streerc with __..^, _3, ers. sidawains, .ace: _aids, :._sc.•pi. , `_.Z. gnt.r.o, s_ r- _:air,age, :af:_= =_itr3. improvements, ..:_ .r sewers and COn9tr•.:r:_nn rnC _ -••• ce^•: ne,. sanitary .ewer '•ital.u,.:p,^, __ a ` i:o;a -e existingmetre "� '—=•' necessary --=erc.`-ptc: ar,a r. ner eppurtenencesir. the vicinity o: -.,_�..; � Y CaRescaie .;venue S.N. from_ Grady fey to N.roster Reed S.M. '` `'�. W. , Renton, .._ac County, �asn+^_co ordered un er C:ci tar,ce v v o. :82-dated Aori: 1:86, � . � with :as been -Pd tY erk :e C_ty o: Rentor I ..: Direcre: nub; the ?;� WHEREAS. y ,. .4 ' • .1.:: . • '....7%:; • '''•••;::.; • :.:•t;"-: ,....,.• :-.:.•:1: .,- .......:.1::.-....,'-;,..'•• ...:A. '.-i. -.. 3RDINAYCR NC. 4167 ::„... . time ant p:ace cf nee:int tnere-n for 2-;:y 2E, :388, a: tne nr.:: rf ':'•:-..1.:. .:,:Z17•7:'-' 800 p.m. _n tne 2::y 7.7.471C:.: Chammers, 21ty ',21.1. -- -'... Washington and c.e nctsce tnereot was tsmely ::41;c= t- -7.e Clark to eacn nrsperty swner snown on se.c :cl: as rrsvided ny .aw and aq frther q,..,:lf:es ..:. RZW 35.44.00n. and EA: rind na.....n4 ...lei!. ,::•:_:;:.: been duly heic as afcresalc; anc .,4:.• WHEREAS. a: t.se t7e -,ns: pace f'xed an tesIgnec notice, said nearint sn said assessment roll resu_ted in tne -271; following pretests ancior so:ectssns, as received by :re C.:y 2:e-k .',..., -- . prior to, at ant -drsz: d1C r. r...s nearing, tr..-wlz: , :.. --1..., 'S. NAM i:: OF 2R:7. ::':2, ?Ay ADDRESS :EGA:. 2SCR:: -. :2-7 None ..-.. and :he 2...:y .l.....ncs na-.1.-.; t. :y ronssceren s .7 assessment ..:..•:;:-.k't ; '..F.i. :..7.7 togetner w :n - ne -.:Itten 7rstests arc s-1ectssn-i :. .:i'.:.:' ••••?.- c.") i ;73 sonnection :nerew:tn as afcrestatec. and 7.dVIn.:: 7 ... ---- --- c,-- .7•411.*:- , 1 said protests. a-n ..ne C.sty Cs..ncs.. zst:Ing ant actin; es a F,sars s: 2 7oualimation fs: tn. pose cf csnsicerind tne :Ds:. sene:its -.:: se a0 •.:.• , received Cy eacn Is:, parcel and .7.: cf lanc snow, -..sn as:: *-... ,-;•..:- , :•:....':-..::: including the insrease end ennancemen: sf the fasr :_arKat -.I.:a sf z..;.l.: each sucn parcel cf :ana by reason of said 'mbrovement: .:-;-- WOW TEEREFoRE. 2F. 277Y .7:::NC22. 7:7 7.-i= 2:7Y :F F=N7C':. ' -- WASHINGTON, 2.-2. CRDA:N AS FOLZCWS: ILCZLIM_I: 7nat :re assessments and assessment 1 :• ., • Lttprovement :1st:let No. 222 vhicn nas teen created Ana estAni:sn.a • !:::•!-:- for the purpose cf paying tna cost of ccnstrl:c:licn ant ins:Pa.:a:1=n f.T... --;::::‘,I.i2.•-•:;;; 01: can e streets w-tn .:-..ros. .-:.:tters. sIdewaiks. -Iter msns it:•':;,::::: :,-..:•.T.l...., . ill : 0 , Ira. ._,.... .._ ......::w .-• , .5 i:. ap • is T . } 1111. :andscac _-root • _ -_ r_--;, storm z:a;Hace, traffic . devices ..He improvements. - :• ��,._ i " sanitary sewers a o construction and :'r! installation of a new sanitary sewer from tne existing - etro interceoto: ana ctHer necessary appurtenances Oekesanle AvenueS.W. J Grac a "' tile vicinity __ +;:: King Co nty, Washington, v _ Y.onster oaa S.W. , Rent an. cP:.er :n a:: necessary appurtenances thereto, and all as more ` -a l sec• _aat '� =escr_ced ,n, .Crdinenc_ _ :e:eto• aH❑ all _: accorcaH:1 with said c`:ainance, 3e dna tne same _s hereby .n all _r_-= eporr.vea zinc cc::firr..ee, so t:at tne tots. a-oc-_ of the essessr.:-_- and assessment of salt: _.,tat _-.cro:•emen_ :_st riot of S4,1:3,609.32. is Hp s_.. i• -..at ee_.. o_ --. . -_ts, tracts, parcels ! -�• i., oche: cancelsa :aHc �.._ �. roll _a ;e tee_ c,r, -con said mosses_-.e..t ap sa:c improvement ceter..,_ne_ arc Cared ..o ce specifically tens' 0 improvement _.. d: _east _ ... o_ a�oaHt -na=cea against arm _.._ same. ,. the assessments appearing ' _;ainst same ere in ?o.-t the several assess-eats appearing __ on to _ sa:c -h !evitd ere is Herecy - essec Via_.._r_ earn __ other ,:open _ .c }+ epoear ; � tract =_ parcel -_ :and, _. • upon e-ofinal nar : r;- against _He same 'a:een :'I - . �` confirmed That _ assessment as aoproveo anc --- and saidsnai_ ._ea «-tH Director Finance collection : .rector of Finance ne . M �oe� roc;: a _.,or:rem and direct ea publls,`, notice ea r_ -c_ _ r `�_ ~ends cc o. stating tHzc said rail is in t-, anc y `e _. -.•'e'It ,,f on dSpeelment thereon - . p .".N ' L'A ,.. 1 :::: „, ill . 1 - ORDINANCE . ,,. ;:ti' _.,-s. ..._ any portion o:•sacc assessment oe rc _c- J ce at -' time within tout,. 114, days from sate of `a_ sacs Douce. r:.;opt penalty, interest or cost anc that _nereaft -- one sum remaining ,.:oaiG may oe paid in fifteen c _° • equal annua. _nits._. _ • fixed at a :ate ... - _ -- one ''�'. is .tn interest _nPreon _ on percent in e:.cess of :ha net effective interest rate fixeo on one :coal improvement --•;ds :'scree:. -- •_ssuec for ..coal rcver•en_ Z_strcct ,:o. 332. _ er. rate .._ to oe fixed nereafter c: c-ninance. 7he first _ 1 assessments or. he assessment oa._ become cue ra. • - during the , day period s..cceec:n one care one yea--after one date of the first . . .t-on by one : .._rector o: . . a-ce o: that one assessment - V r__. .s _. n. .ands ior •. ' :Scree. ana `1. -••••ua=:y _nerea:ter aco s,.ccee, —• 'a__.-en_ coal_ become cup a„_ :s-j: rayable in like manner. - One wnoie or any pontoon af one CD co assessments remain case aster tna ty cay period', =e onetO 'rnole _ cal - nc. :.. rect _pop snail ,dea et toe rate as ceterccrea above, ana Serf- year _ •.ores:ter one o: tna installments, _:cetner Q, with interest Cue on one unpaid balance. snail be collected. Any installment not c....a one exp rat: ;n of _.. period du._ 'anion 3 --_.._ --ty ai l -c' ta: :s cue and rsyep:e snail ' i . thereupon aec_ce delinquent. A ' ''-- ---='=' ^" .nstall:errs shall _.. Subject on a coerce for _..retest at one rate epwczfied above aoc _ an accitional _.large of :C1 penac-y 'or =vice upon t principal arc • J. �' interest du � installment r installments. � • :�� collection -I:. e upon, such i for such delinquent _osrellcents will be er.forcee in ..:e manner provided by law. I t 1 A • • • y .. ORDNANCE 4167 • •. is cr . 'staii-ents t`ereot and interesta:.c pane_- ' f any :'.ereo ti'•, Director =: Finance snail .�men collected b:• t'e District .:c. 33` of the a paid into oca. provement _nd. City of Renton , � No, ;y82 and snail be n as ordered by said Ordinance principal and used solely _;e purpose of _ retest ca :e warrants b `�y"' .:•e • +� � issued � and O^ds drawn�'i against said Fund. no -con or Cr r�s. ::v„uy in payment c: any -- nave teen issued, _ 35.45. .5C as " -ta'_.:e note ornotes as provided -e. . �y oe determined for •.. RCS9 Renton. b� ..'.e City Council of Cit. .'e of • economicallyY or _..-se persons fount: by _:- C_ty Renton d:sacva;;iapec � o. R t� ce under :e ?:oper;.v owners, or c: er persons Oil . - under mortgage, _errs of a reco-ced contract purcaa o, :ecc-dec deed trust s se, :eco_cec _ .� resDOn51D:e ..-Car penalty^ forfeiture, :, G: .-_Corcea :ease Arq op assessment :2:tec -- t_e - e e foreclosure or cefaui _ ay Y to the termination of :J ' w stroe ceferr ec _.. _:.3.a time previous - = City and con assurance ' y ^y icr ;der .eras acceo^a5ie to _:e c: proper security for a � assessments. uch `• :a .payment of F shall sucn deferral s. not AM n�nern h-p Of - survive _:e termination interest O of :2 ofsur 'e economically :sne:a-taeen ` owner, ._ ;arson nom - iikewise not s :._ve '° deferral was ,rar.tec and she ! terminates the Y�$BA&Al1r sale` transfer ,,r other act.,,.. whir..: either or interest vf which the audn POoperty Owner or tineperson :+ property. . property into investment, rental cr ieate ON 719111 _`t • i 1 • A.: :". .( O aiaM1 • ORDINANCE NO. ;67 • bECT party IYN yr: Should an: . not pay i_s 'assessments as they become cue, and s,.ouic it be necessary for ::.e City of Renton to institute ar. action or rocee — f� Y sing to forectcse c- tne lien of these assessments, :en the City-y snail have the _ .. claim _ - r^ ry 8Rd a rEdGGnnnj. .ter„ r• •- -=- �rey' fee for _ze .73E.C1C41.V11 t soon assessment lien foreclosure roceeei..g.P :.:y juccment c, attorney' fees and costs stall constitute a port:c:: of enforcec o}• :urec_osi^g of :e lien and such to — ••^•; c attc-.'.ev's fees a costs stall to paid before tie assessments shall to c°-sicereo paid current. . • I!�c aCI1Q v T. ACCELERATION ON DEFA' _''. _.`.ou:, azy T assesses car fail s ail to pay yearly assessments as ""• ey . � become c - �. :e . - t,o or -.,re success::e ,•ear<• :ten tte o: = Omay, at its c:sc.- -0:, accelerate a -ou __.. - _:J assessments silo de.^,.n.^.0 tte __^.a_-_. City _ ,�e pa}mer.t t_ _r,_. `.ou.d :to . _ assessments, :ten _. to :crec:ose _ tte -_ =-e :e Cl:,' stall have t.`.e o^-:r..: _ - ' litigation _n_m _.. -sat . . . a:.our. of --e assessments^ s accelerates. BEC:-^Y _. .. s C:dinence -tall =e .- . _ y-a� passage, apprc:a:. ar.d .file says after l ='r �� _cat_ ... r • 4. , ate,\. • -K. 4 _ • • r Alba Said heretofore mentioned grantee, its successors or as- signs, shall have the right, without prior notice or proceeding '."' at law, at such times as may be necessary to enter upon said above described property for the purpose of constructing, main- :,...., tanning, repairing, altering or reconstructing said roadway and utilities, cr making any connections therewith,, without incurring • any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction • of said roadway and utilities shall be accomplished in such a manner that the private improvements existing in the rights)-of- way shall not be disturbed or damaged, they will be replaced in --1- as good a condition as they ware immediately before the property was entered upon by the Grantee. Ipetmanent( unreaeonaoiv • The Grantor shall fully use and.enjoy tne••aforedesc ibed premises, including the right to retain the right to us the ris surface of said right-of-way if such use does lot interfer. with 1 installation and maintenance of the roadway or utilities. Howev- • d er, the Grantor shall not erect buildings or structures over, under or across the ;iaht-of-wav durinc the existence of such i roadway and util ities�without prior consent of Grantee.1 El This easement, shall be a covenant running with the land and ',,, �--, ' shall be binding on the Grantor, his successor, heirs and as- C signs. Grantors covenant that they are the lawful owners of the Oabove properties and that they have a good and lawful right to ,N CDexecute this acreement. 81/6' :•.c/✓a l'A,ei.cvl s .2 z v' and •4. . .. Cr, I�- / /t Jis _ i and ; a /.• and , _>> "This easement auoercedes and replaces in Its entirety - "I COPFO. AT-. F^T'_;: that certain olanket easement recorded -El -- under King County Recording No. -ti STATE OF WASH_.•o.C.:) 1 i •- T�i ) so a�I COUNTY OF KING ) O 411-1 On this 41-0-, :lay of .1‘..V<1K,+•y n :9 GI before ce �i personally appears furs f]T r, rinira_ 'zr ro - ' n,n�nCr\ i -`-1 to me known to be the f'4„) na.� M.•1 ^.‘ •u i -�1 of the corporation thatcexecutea tna within and foregoing instru- • - _'• ment, and acknowledged the said instrument to be the free and :: r i voluntary act and deed of said corporation, :or the uses and :?i purpooes therein mentioned, and on oath stated that he �. _ ,; we_ authorized to execute said instrument and that the seal - •, affixed thereto +' if any) is the corporate seal of said corpora- f = ticn. • Given under - hand and official seal this - :ay c: :r-:. . fU�.�_,..c�cn , _391 .,;. NOTARY PURL:C in and for the State of Washington, residing at r1,1.?-,-4, • I, My appointment expires: -..- -mod . f • I' ` f _ f . k1 a, = ! . ,ei0sCr Sec.sl -..� WAaT4RL11.1 SAktre}"tF4J•r S4G-rcJ :'f'4 bt.Uh'11: DI112I1U11ols FACILITY ` A. H/ / ,II OALK6{DAtE Adre.S.W. d )-40b“.. cZ .op.0 3 ,‘oFwAy7�CLO t� RGNTaIJ , WASUtusTo►J • • :•0 • / GGGIjjj rrao. I " ,:: 6-74/ 31 8 trA t,••0.49 - f' 0 ll+N\.L (r+oJS•TER 1c01 C7gTE*� L �4OxJI(1X / iIe<fpf:'05.. J>w C 7z �7vE sw.) • �, I, . MONST�s2 ?o7.7e RD. �' �I 1. JCY•Of'7!•tJ a'�. a.a .eaea'•. c cv .l. �A � r �'�o ' 1 tC b � .764.0O,k G'‘?'•gl,,-.et::::2.25e.ee) ••I I Jae 76•. 9� �/ • a a•ssa.a� ^ I v V 1 15:14.c.):111:1.1. ►r, S.08 �'1 / z aal.'1.92.' ti t 1 v d,4' Pore& / s ; P orccl . ^Q t 1 449,985 Sq.fI.1 ! 309, 997 : \` •° (Jr7c1. Y00.AZood t Ay: E. / / , CTA zN".7.1'1 �G) �a 1 o/ Rovd) /// I 1 ctM1T. `��' yo505''421.1. - .� b e7 Os•Jrn•7I. / / 111.10 _ " C.C.A. cc+/dJn9- _. sT$.2m,s4o1 I �• ? / 16 42• ±i j Q P.G. s g•rA e 4.� aas.a ''--�-- -71.1.1...SS ri �9 i2 O h d ({.to�•%Ni.)O ' / STA i `� STA1..Gc.e.a i 4i0s•�'�•w G ESraT_ ' - O 00. 1%C..w ry a.eo'S-t'1 �. C\I .veeroJtia•a //_ µel.co'L•1•e� ti+ ,i L� /0.01;. R $ /81.6a.' .z t14.t0' . _ oI.1T p ay a• Ss' /d•lr 1j7,scr '1 s ti fa, ee•O39! OI.:00' trA I P I•�..24•. ... -. r-.... � J Ol i. OeJ .a1J.So' I 4kM�T. i `4Ic).4. §'12b{1410.51 �•• ST7I r 2 N OI.DA'co. 4.69•14• I1.N ►J.1•22aSo�1. Po\rl?•I� Lv.46.91 .,_ •o a sa 4,•4a qi.� 114.4.4' • 1 144.4,4' yp.1Ce�7-t\66 U N \STA O•00 ■ 4'01 L.♦l.i.bo, 1 ` ( ELNT. \ • -j $ 1 d 10' MT. (0•9.44PpL.6� A�.{'�t,A 14tGt•10 •�.4 DOS Sp o ,J ) >"' : -�..' • 'E SYw O4OC7 ra STA'`7! STA ESMT. O_i�Y .,C .i 1,444G.00 3o¢TSi 13tdL.'S+' N. 1•S�SI•„1, P 0i • r o. .i .. a (o.►.64.0^I.6) �• .1 2 41' Q :,►+ ., 9oi C�.a'.'e1•E 1 1� �'S,•lp �,' 4A 4�g 11 •I S06.0T0Z•N1 r1 a Porccl 1w3 I :2 , y •-• I F.T.9 STA Z 4OE Fi- Si c. , • Q.41 le.ESHT. �� 11 f is o1 p•! .! - I STA 0.00• 1 4.4•00'[aW.u•� I 7 0� ._ 4TA It44(OA\cEtio7••�b) i / \IZO.46' \- 1 ;=,.: a•Jae 99' I 4TA 10♦IO.ZD JII`. ,2 • 1 A .01. 7D De' f^ )`��. a ,Y O _-c:i __ t L. ea36. 1,Q +' \� ' . •� •• 7:7": tiTA 04IA till'n (.-CA Ca0'1.1i1/ c�,,y / >'! s �+ci�, •d7auvrt 7 1..CS►+r. ,_,/c1 j' �r.t.�: 7J.16' D4 'E •; ix" if ESHT, 4.89'o1'.'6l�yl.� •� _ 4.1.0"1/' ". _-r1...4(•oe'11.e. * {i3Z.14' ECG / L$ 1.1%0.11. !,D\71T�6 \u^) ` ��' 1 �' ,y _s . ' ro+JT�� :I1. • STA-tihA,61' -�• j.1 01� Y.��: II '� a+• S;o \ S'rN'z.,. oL LEtHT. �I; • 1! 41 ,.111 ,�•, ; h �� 1 .•'• i 4 ESNT, '1.G'L"' • G�''j11' $. ESHT. J�1'1-i 1 i :., r. 1•x. .‘ r+.�+ 00 1:.C. -.S 4. 1'4b'41'? 2L 40 1. • - ,e•w G •' '�, gL•44' 'y'., ,' ".:LdLfr S C0 Ot G4'n/ LA.zv -,;:-.1... QiMT. / + 'R!'__j'i1^1 Isa `STA br•�}.'79 1 • 4. i' • :S'SI L tJ •` Z. EISHr. 1 ESNr. '44.iO' w. 1•S.•SI'k•-1.\ Q.11•!R%TA.N . .4-r. i ern ...a C...,. - ` STA StGG.01 c-' - v.c.:7 BUSH, ROED & HITCHINGS. :NC. 1 • •�'-. CIVIL LNI]INLLR3 A L.A1,0 S;;f,lLr:aS �.'' •. Ia.AnTLL.*AyY477p. ::3. .• =.s. . • • .�^ j 4O y c� RECEIVED /.2x,/-/‘ �� . AN U 2 'S?Z b• ..•" WATERLINE EASENENT •. , .,IVISION o THIS INSTRUMENT, made this-n-yam' day of u3Y d�.+.,x-e. R • S �a.r 1991; by and between and h 55G Renton Partnersni0 and . • i and ; g ; hereinafter called "Grantor(s) ," and the CITY OF RENTON, a Munic- § i ipal Corporation of King County, Washington, hereinafter called "Grantee.". i . WITNESSETH: o A i That said Grantor(s) , for and in consideration of the sum of g $ 10.00 paid by Grantee, and other valuable consideration, do_ by 'these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its successors and assigns, an easement for roadway and public utilities (including j �' - water and sewer) with necessary appurtenances over, through, across and .upon the following .described property in King County, • — Washington, more particularly described as follows: , • o i . iZ V4.I65 1 WATERLINE EASEMENT (AFFECTS PARCEL 4B) , = MONSTER ROAD (STATION 71+34) '."',T OAKESDALE AVENUE Sw (STATION 14•44.41 i'-• A 15.00 FOOT WIDE WATER LINE EASEMENT OVER THAT PORTION OF GOV- ' = ERNMENT LOT 1, IN SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, ' ill W.H., IN KING COUNTY, WASHINGTON, LYING 7.50_ FEET ON EACH SIDE CF � �Z -- THE FOLLOWING DESCRIBED CENTERLINE: • s C= • -`_• COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24, IN • SAID TOWNSHIP AND RANGE; THENCE NORTH 87•26'48" WEST, ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1,214.00 FEET TO THE WESTER- :N LY MARGIN OF COUNTY ROAD NO. 3, CHARLES MONSTER ROAD SOUTHWEST i,4 c AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32.29'51" EAST, zo . • �• _ ALONG SAID WESTERLY MARGIN, e5.34 FEET; THENCE ON A CURVE TO THE • ^'-•' RIGHT HAVING A RADIUS OF 256.48 FEET, AND ALONG SAID WESTERLY =• —a MARGIN 139.14 FEET; THENCE SOUTH 01.24'51° EAST, ALONG SAID Z 5 WESTERLY MARGIN, 275.50 FEET; THENCE SOUTH 88.35'09• WEST 423.32 FEET; THENCE SOUTH 05005'42" WEST 113.10 FEET; THENCE SOUTH , • —= '• 70.05'35° WEST 103.00 FEET; THENCE SOUTH 88.37'17" WEST 106.11 o FEET TO A POINT ON A LINE- WHICH BEARS NORTH 01•22'40" WEST AND i THE TRUE POINT OF BEGINNING OF SAID EASEMENT CENTERLINE; THENCE CONTINUING SOUTH 88.37 ' 17" WEST 17.99 FEET; THENCE NORTH 03.03'02• WEST 116.46 FEET; -THENCE NORTH 01.00'29" EAST 25.15 ,. I illFEET TO A POINT ON A CURVE ON THE CENTERLINE•OF AN EASEMENT FOR — RAILROAD SPUR LINE AS CONVEYED TO THE CHICAGO, MILWAUKEE, ;# — PAUL AND PACIFIC RAILROAD COMPANY BY DEED RECORDED UNDER AUDITOR'S FILE NO. 5331102, RECORDS OF SAID COUNTY AND A TE?MINUS :" OF SAID WATERLINE EASEMENT CENTERLINE, SAID RAILROAD EASEMENT CENTERLINE BEING A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS .e: OF 365.32 FEET. i ... ,HI. SIDELINES OF THIS EASEMENT SHALL BE SO SHORTENED OR LENGTH- ENED SO AS TO MEET AT ANGLE POINTS AND TERMINATE IN SAID LINE 7:'4 , 2 1 M p CEN.- . •'` � WHICH BEARS NORTH C�•2. 40 WEST A.tiO SAID RAILROAD EASEMENT TERLINE. • :: SITUATE IN THE CITY CF RENTON, ::ING COUNTY, WASHINGTON. ' i .t P,6E-_ 'tip • - ,i :1• 1.., f .i • 2;I. THE SIDELINES OF THIS EASEMENT SHALL BE SO SHORTENED OR LENGTH- ENED SO AS TO MEET AT ANGLE POINTS AND TERMINATE IN SAID LINE WHICH BEARS NORTH 01•22'40" WEST AND SAID RAILROAD EASEMENT CEN- TERLINE. SITUATE IN THE CITY OF RE_4TCN, RING COUNTY, WASHINGTON. during construction and until such time as t, , utilities '..'`• and appurtenances have bee or the operation and main- tenance i.. . Grantee but not later than Said heretofore mentioned grantee, its successors or as-1 signs, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose.of constructing, maim . taining, repairing, altering or reconstructing said roadway and • • . utilities, or making any connections therewith, without incurring any, legal obligations or liability therefore, provided, that such : construction, maintaining, repairing, altering or reconstructioj , of said roadway and utilities shall be accomplished in such a manner that the private improvements existing in the right(s)-oft way shall not be disturbed or damaged, they will be replaced in i rs good a condition as they were imediately before the property _ was entered upon by the Grantee. permanent( [{ unreasonablvi I o The Grantor shall fully use and enjoy t a aforedescribeld• !Z premises, including the right to retain the right to use the . = surface of said right-of-way if st:ch use does of interfere] witlh installation and maintenance c! the roadway or tilities. Howev- _ ' er, the Grantor shall not ere' 'uildings or structures over, `= u-) under cr acres.: the right-or-.• ,t during the existence of such CD • roadway and utilities 1 without prior consent of Grantee.' a J - CD ? This easement, shall he a covenant running with the lard and = shall be binding on' the Grantor, his successor, heirs and as- �;j ,� signs. Grantors covenant that they are the lawful owners cf - e �` above properties and that they have a good and lawful right to . 's execute this agreement. o ,4.s 4.,. , ..6.. / ' �-r+-- and •; -Try �1 . inti,.^ and 1•• ' ;v • ( and • f o ° CORPORATE Fr.T.;: "'^pis easement supercedes and replaces ills = - entirety that certain blanket easement reco r.sed • STATE CF w SHIN GTCN) under King County RecordinOr . - - I ) ss ! No. COUNTY CF KING 1 . On this c}-el, lay of ec:i'_frk_ . 19 q i , before =e personally appearea r�'Z�x n•� r., 1tlp4 — rn:-,rn^ �C� to me known to be the e.n 4,1,1 v .ya L h c.. of the corporation that-execu:aa the within ana foregoing i nstrut. went, and acknowledged the said instrument to be the free and voluntary act and deed cf said corporation, for the uses a-^ ;1::.1 1 purposes therein mentioned, and cnoath stated that he I • ::• ( v auth^-• -nd to execute said instrument and that the sea -! aff_xec _hereto . any) . .o corporate seal of said c_ ,._._- .vpi . ...:cr neni er._ =fflcial coal ....s '."1-i-- .. _. I -as;..'.-_:.., :es._.,:., a:} t• _ '•...� n �. .. .. C' , .. .. PARCEL. V' vnar: WA-r gt_llJfc cASfc! a SKETGIJ 7:71.4 3LUME Pts-ratau-now FilGILITY M A.Hi i 'AKESDALEI A•/Gr.S.4.1• 4 MOWLTER 1;LOAO 3` oFw�cr4,c,�� j �6rlTa�l 'JasulN�-rot.1 Af • In # . I• .'1 pl • 'y •5-7�1c �I 8 • �til};I.L (HoJiTQR RR) e rw.N ., .ram\ a l (' 1 Al(QF w•) • I `er:r\J u <s�.c7► I • *• l•'. ; - c. sa•arara M ON S TE.12 R D. ' a.a .•e�.er•. .. sa.75' cn•`o i'1 to .6' — I :ca.ao' Ja.7 i ^• cr 9 9 .�2-4.250.44': I 9�1•��'ti� 7.'90' 'rYnrx. .: . . "'Ai �� I� • P // 1 Q e.l0y i // • v4,: • i 443.92' . 4• • • 1. Parcel i / b • P'orcc! 3! . ['1' ' 1 449,985 5q.FI{ /•/ ',I 309, 997 5 1e .o . (hid. Yoc.Rood F;or:L. / / • cm 'c s rt•-r.ri �CO R�. of Road) 1/ h -B O2•.33'i2•P/ 1 111.10 I '3 1 , C.C.A. —aiding'--�-�— ter"STA e`t 5.4 01 //h V Vit j~o q '� i.'1o�OS�SS W ,,TA !L • h �: 6 ,� Ic'3.oQ r r�tt51.07 n b\ • y /// / k ESMT. . a r ,veeroit�b _ 25.w' t.eo'S-t'1�v 1. /a.02' Q e x -re pl. i 1 Poi' 22 sa••' _ ..•. N3 00' • j ~Pr'; �c�vre ram'--_....- — S,e8»i.0 S 1 t. O 1 p� J • 1'1.94' n S N E51T .. •n 1 a 0.0•5-01 Pi W ' J u `• f I : 11 b.bye' ',% W 1 �' i '� s .g s Po ei ' -eo •Etl �- ^ , t. • - . 1 i r 4 A 4P5 ' • 1� ;I: A.13 ry xl( a Parcel , g; • I u\ �I I �• • . . i : \.4. I ■ISo1 in_ I i . 1 . .. „q57,,, vv. _— • L' 6Q36' l't's �'ru N 7w3'n'a . ;i�• y '.Y Y 17.60 I j: I a. I lip • l �O�{��, i,/s. / S\ • r y•y �,� i•i cj:u G ..... . • ..., ' ...._.......... .. ., ........• , ... ,..,• " ,„, • .:: • . _ ,••_,,..7....: s!`b-. , / . . __., - .. :. GUSH. RCED 3 Hi T CH:'IGS. , . : ;i E':GINFE u5 I .•1,'U 5.(1.F IC"c ' ). �..� ._; • U .�_} ,. .-.. . ... : • :z.. ..logic:� :. g . , •••••" ' '• •-••• ;. . •I'%..••••• l'••.•':••?,;•;•.•...• .:-.•:".. -7-t.7.•.:*.r.•;• :• •.0.-Q.---..,;=:-;••-.1-,,i•••-.... .:!--t‘.7,..•,...::,....:,-.•;„.::•.....14...;:,:.,-..!el;;...,:.......,..... .,,:,w,_ ..•-.-..„ -... • , . ..- . ... -.....- :. ..•,;; ••.. ; :. . .•. ..,••,. . .- 0 . . ...... . .•• . ••••••••54,0,..,•••••.•.' ' q.CCOPCI.c 2.M . ..... ''' :...... 1 '•-••:zi ..40Vit‘ .....;':•••.. ;.• First American Title • L :...,:,., Insurance Compan_v •_ :.: . -- - ,...-4. Filed 1,.r.I(i. .,. .ti lictitii-i..1 C, . 7 ..,(....-, . •-•.' Name Garth A. SChlemleln I - Floyd & Schlemlein, P.S. I A Adtlri. . 2505 Third Avenuco -10 Trianon Building. ! 1 ? v city,„(.1 st„h. Seattle, 14r, 9.$121-14 45 1 • .,.. . .. . _.., :...:.:k.i.... Deed of Trust i • ,:.: q....,I•••.•in Inv.sferfr,,/ il•,::•.iiiiii.3.,it I •• • I ,..,, ....,,:. THIS DEE!,Of TRUST.7.s0t.ltII.S._ 1.5 dav a ••:.1-arse _-_-,;r= _.:9_9_5_ .:•etween - t '11-*:•. CI .— • B_{..G PartRership (;RANToi.. whose prime..I, 1 4 6 N,_Q4ina_l_r4treet. 5.i.li.te 3 Q,__Sga t_t ie.. :SA_ 961_0.3 _. ,:.7.....7.-...*:•:::.........::.:1;.....:"..7....::..--.11.:1;.1.7:: .II.. and I:111ST AMERICAN TITLE INSURANCE COMPANY.a California corporation TRUSTEE.whose addres.is 21 01 4 t-h A v F'ru'P.- Sui_t_e_.lorac...51111..—lea.t.tie..2e1A._111121 lli _Zeattle Area C'lLiriun' L_Lizefiritirig144arent.imamLicx.itiaey=1._.B:"I C IA ItY. i Training T-7st •-•'!:... whose adore..I,; 11 ....LI--illri AVELale_Niarth.,-liantra.2eiashing-rall_.9f.'055_______. '..''t..6 I WITS F.SSETI{ Grantor htreby oareains.scris anri conveys to Trustee in Trust.won power of stile.the fouling , '..,..;7.% King •. .... . described real pnyrrls :r. COLInly.Wtishillo:,•n -,•:"••••••••••; ...... -::-...;• ..-, . ..... •tr:.:•..••• 1.4 ni.....,...•?. r-i See or aced Exlibic -•;!•:e. Lel • : !;t •• '''...-..-:•••:.! 1 I I - ,nli it re•, •...1:•••", .• 1. .••cl 1,r:r11 11,..is 1,11.31:r3r111111,10 Cr lennint:0%,....•.•• ,•...f•........,ii;:;•••tr,,,,it I.. •1111. ..,.• •••,:.e.,...: ,.",•:1 I..!....,,a norrall,.inerenni.oc...ocitio.1 : ..., .,:•. •.:..."'...1.•:. •,..1 in. rt:if, I .....i.-.,.;: I .,..•,,,, 7-.:rt y Cr,:_, 7c:-usand Seven I lunarea Sixty Seven e.•::::: '-' "I',,,,,3:,7t.'?.50----• II.I. .11.,..:.1:,v“..1:I!,!!•(,I•id.1 pr,r/11•••••f, f1.111..,I r,1•,‘,,.C. •1-1-.. • . ,,,.., , ,i,,,,.1,,.,,, _ .,..;.2.- ? !Ii•rt•••1: • . I . -- ..:•F' I •-f•:-.::: ......, .. ......i., 1 • ...1.•:7;.• • ••••• • •• • •:•••!....z.,.• 0 iy.7.......:.• 1 ..:.7.;:!i• I ........,... '....c.,AI, l'......::‘-•• ' • • • • ••l , . • .. • te• �� ' ��.::-. T+ � l'' =� �•ti't'�! •' •• � -'�!'!.. � Vi.. �. •r.' �r- �7:a i,i.:: •:; _t {.. . ' �•- .•: t3`� _ fa , 037 ...•••••.111emen. . 1 F Ihr u;d(i-•nH,r fad topa..Mn due m u r ua.r•.•. vl•nlitore ., ur* ur.mwl m .,•., , • .Ile .t umnnrlce.o.r olrwpin ther I .pint the mi•crn m,v.. .1,.. de.nbed.Homeliest,'ma,pN the .v. mou I. ,.end the .o pale n ono •o al ln•la n n. n le•r,I..n in I hr•maI.amuted n.r,h,.the. aOe a� -n,d Ile• ...Prom..:.. ' had d iM debt a Ue d in Ihl.I/red ul Trust IT I.3.1111'AI.I.V Af;HEEII THAT e 1 . • In rt merit am larnw.n.d Inr iin.lwr..,.liken err,Inmate*.in in•e•.,nr ,•-.w n Ilan..nrn[,I hr mail,• .Ill,.I I llr••.al•....0....nuns a.n,.,roe rein r••.or,In lull,.a...1,Ihr.,loll talein.e,tied nerrn. .nnl,i..n..,11.•,1.r•a.,•r.1.,in.not.n4.d I,..a.n..hll[wln.n . I.•• rioting moment.l1 an..nm..rnred heel',stir 1i.n,.e lilt ,....I..run II,r.toil.ale ii.ngl.l l,.I r1,.1I:r I.r.nMoo loon Moon.•nen...r.l...„II,. •non••oo n.,ur.0,tr In de,lnr.dr1au11 In,failure Inr,lea. ':'hel'n,..,,.h.11 nn,mm ell or mvl,.n u(the l.mpen.ru, rnl l,.Ihr•I.rtn..I Ira.,I,.,:..nerr,nelll.lird there'.on.,,lrn....nn.l•.lino,:nnlnr anti I he}tenet..on.,w up....alul.rlian of In..I1,14a1n,n..,ur,n•o.1•en ten re,,.r el lilt r..nl...•m•made In IN.h.n.11,an. Inr Derr.,enlnlea •�� 'twit,. x : I tin drlaulr fa,:r•ntiw In Ow p•.men1 of ally.nd,•hhndnr.....urea n..rb...r en IN.peel,.mume of ant,tr„m.nl runul•le,;herein ail.um..•rand i h•'' ... .'hod,nmemeiely heci pl reredue and payable ai the aein u,In.H Ian u ern ulred..'rnrlll n in•,lir. l.nil .h. 11en red. 'of Wn...en ,.Im.,..•.11 a,llth• ,,,1„ ,. I:L111nq.m.flair..,. lereithins lined Of Ten.Ant.d the htalrrd N..h,nyu.n..l punbr anrtrvn ill lilt nigh..a bidder An)lwr•.. a rru.lre ma.and .1 ,,.',11. Cl I.In•Ire•waie.Tnl.l...h.H apply the prR.,aaol tht aaw..ful1.b.,11 Pi he rgwnee ai tar tale.lnrluding a r.aa„nabl•I'nlar air,annallonvr•I.,. • A./ •J 1 Io 111.,d ligation**cured by this Ik.d DI Trual;1.11 the..min..It poi,.lad 1..dutnbuled gin the person.euulled!helm (11. Iru•tr..hal:deliver 4.the pur,ha•.,at l Fir u;e era deed.•di.....•arr.nn •men.hallrrnve.o.the pun era..rl he ml.r..l in the pnnwnv which l nntar hail it had IS,p.m .,h,run.,*anhe time ill hi.riervtil.n ill In,.lierd a1 I n1...uW*In hash.r•ry he..•.uulr..l th,n.in::'ra.trr.deed.lad rents In. In.I..nt.nong Ihal.he wale tam n,nductrd in n.mptianre Iwun au Ina rr,.uurmnu..,l tar and•.I I h..Iind"'Tens,.oho h ennui snail ere perms facie rvulrnrr•d ti .noon.umplunco and lonrluuve evidence,nereol in f..,,,ii isms I.,,.our.nese,and enlumllranr,r•'. dine I. I'hr tw..rrh u .l.rnnf,rred by l his ..Ia herd of Trnn rev ln.l ino r•1 I n.•I A.I,.i the Mel.. antiunion..:IA antiunion Ia Ml an rarlusis a am H ens. .n un rflr mar c.0 v I Iced r,l'I'na.l err I,.lrn nna .rinaed a.a muo • n l .lne eaerd of the de•Ifi.lnnp.rn a.nl.whdlh or rr•.rrn.lwm.n;n.uer iiena.run Molt q„wnni in engine a stingr••ur,ru•Irr and ur.in in.terontlna ill •.J:: , n h In .1•la ,lt,ill e ntn. t4 a e rerm.of one emir., . ...III n n In..i...d l••I ; oot:1. n d rerar,l the out croon,tn ,l.tre•nail he •.lit an .rr.ill lnr •• u,wi Iry.lee The truster I.nut nblg•led lu Ma,ls a.s nun.nerrn,a.I•.ndtnt.a. under en,ul her I ler'l of I'nl.l tor of an.arnan err nn..ang In tam,n 1-±,� ••� I.rnnul.. m u.tee or Hrm•flnan anal;lien dada unie..*urns,l...n...on.,eon AS 1 enn,•,tnl no in.l'ru.,ee �/i� : Ir'. • I her I,r.d df Trld•npl r•to.our......in.hen...•.f••nil I.umnnl•nod unto N r pnnu••n.rrti,•hid on Ihelt i denier••legal... tdm,nisim..rn rj; '� II,.,.And a.ngn..'I'S,trim Hrn,.•ir,an.real;mean Ine.,•••tier anti.•vr. 11r n•,a•.e1 u.I'd berth....n/•rfiwfl DAi n.mra a Henrfrury helm noon Ir, .tit / :•:. •••ggl a•rer rr K / •• J ANDe ,, -. •••fir\•,ii l 1.nor,?`e, .• V✓Lis f W`-`� - ... ni`- . F `• ,s10M r'• C% i; Blue, G nCra._ ar :u• N071ny I. ._. ..1:` I ,1- • '•' r . t ' . •,�t,,00na..'•Ili• • . . -. •P.t'I'I•.III N'A.HI.I:9't{,` 17A," �,.' .1 A I F:11,a talINi;I'n\ • r ;• 1 trr•n.l.• 1„ .ul ♦I'1'fII' KIP* I ,•ii \ItI., I Iin this dot pa...nall, appeared he'ur roe I.n lie,. da,dl Bruce Blume, General Partner of '-nor.I,. :...*alto.Alen n\.don 1'.1.1n 11.an'1 he the.rim,ill N..,redo,dui,into B 3 G Partner'lhip ,r.....ne.l.nil....on tort....t...,nppennd . .---.- n.,In.n in he the India ulualln dr.rnhed in ens tr • I. •nndnl Ihr .nhla and lar.rinnr m.,ram,nl. nil At r • ..n -._.._.. •: ....voice./trial 'noted me.ame o. h_S I'rr.mrm and I „ ,lad,•.I,1.,la in d .r n to I AIM 1• III.u•e•an Dom....,..r• •.e...r.• .t , —� [Betel •,�• .: I .�{{•' •noon••. n r Inregna.g..l.INmrn1 and a.•ii....enrei;Ins,aid maim rt,^� ' ., • •• -• .........nine.,r,u.a•,•nn.11.undred id.n.nu.rl•.,.n..n:. .ear..andpurrn•.r.1 '.F.\.mla r m,hatol and u,lo'u.\,m ire.. • I. Lit In r'� • nil••.•n.,.11..111h•I 1,1 .• I •••,n•.,• •eaa • • ell ntol(hill Inr•.r n1(,ird.• say, --ol 'a,:.n % •�[(�L,{ i,�7 1/'�';JL ...•.Wren r,,,re am and•I,•vu..1 .tier •,e noon :ay I I tore I' u ill rend for uv liar ill,l.null ern.n••,.nnr. ""I ..•rill n•'• ern nun, i gin •.. ,leee t a,wlGah „l Ine re w .v ni. .r tint .• o tint a•nnel .,f. t Cie t•f/C w•.Woo n. ,,L"..: 1 . inn I•,.l.... d..,ld I..r Ihr hlalr.,l 11,.hmel..n •r..,l.n.al It- REQVI•;.. . . rii• .•, ..1. tic:(•(.": •E1',\NI:'F. {.:.� , mil.I F'F. ;.•nrrr r.•. .neon•. . ,•.,.tool• _,.r „1 • t .....•I.•..n:hi•it l•Ii,.',tell..ere nilrt„del.l In,n, ....I•....,.. .n.lr,,.r.Inr....,.r,•nn.ll...11n,l,l..r.l..l Inr•I T•,a ru.ir .outlet ens a:linter •=:r. .,,..,......,1reol.1,.0,111/red a.,r� 1i.ha•tare tint.;• . •.....,•I•...•,,...rn...., .I• •,eel•111i on el len„n l•.,men.•...•.u.. •un1 '.wr "� . ...r•1.r.11.•Irr,l,.,'I....l l,.r,l..l^era ll,ill • ..... ..., .. e.n,......1 ,..,..... .elr,1.1,11.••d in Irnl.,ht,•.... .r.0 hi.-,� ,l•n•. a.. 0 �� • • •i..• 1.• ,n.nrrr.,.,.I.....her..r hint...n:Deed,.l; .••, ....•r.••...... .rn..n ..r..11. u.. .p•n.r•ir..gnal..In,err re-m..n..:c linen,,,re... • dr noon n 1••q noon•..n•.r.nnorr )r4 ...is-; _ .._ .r..r.,...,•.....1.., .., t ;'1!r ,,, ..rn. 7 tr.r•+rr...•,,.•d,n n ., n..n..._, +noon. i • Atr v: +Si+ C 1 ir I �, a 1• r. . _ _ .-a.--•:'tom^^... . . ��••.`.. , .:i• .12k �+�.fy^r_^.,Y'.,_..._ ,-''-77'. .: �''cY-y '.. .^-may' ..:Y'.•:::-•"••••-:',i'!`','-`,Ft-:--�j?'t.�;� Ait i 7 Iiii Eii I, t kid 1111 PARCEL 4-F: . . THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: !mii 16 . COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24 IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87.26'48" WEST ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1214.00 FEET TO THE WESTERLY • ' MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST; THENCE SOUTH 32.29'51" EAST ALONG SAID WESTERLY MARGIN 85.14 FEET; THENCE ON A CURVE TO THE RIGHT }LAVING A RADIUS OF 256.48 FEET A DISTANCE OF 139.14 FEET; THENCE SOUTH 1°:.4'S1" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88'35'09" WEST 436.55 FEET; THENCE SOUTH 2°33'12" WEST 115.03 FEET; THENCE SOUTH 70.05'34" WEST 95.47 FEET; THENCE SOUTH 88°37'17" WEST 105.38 FEET TO THE TRUE POINT OF BEGINNING;' THENCE NORTH 1.22'40" WEST 437.90 FEET; THENCE SOUTH 88'03'099 ' WEST 283.04 FEET; THENCE I SOUTH 54°2C'10" WEST 490.45 FEET TO THE EASTERLY MARGIN OF THE t CHICAGO, MILWAUKEE, ST. PAUL A`;D PACIFIC RAILROAD COMPANY RIGHT- ,-:M1 I OF-WAY; THENCE SOUTHERLY ALONG SAID EAST1 LY MARGIN 1610.67 FEET TO A POINT ON THE WESTERLY MARGIN CF COUNTY ROAD NO. E CHARLES MONSTER ROAD, SAID POINT BEING CN A CURVE }LIVING A RADIUS OF 250.37 FEET, THE RADIUS POINT CF WHICH DEARS NORTH 58°59'44" EAST; THENCE NORTHERLY ALONG SAID CURVE AND WESTERLY MARGIN 20.59 FEET TO THE SOUTHWESTERLY rT r NE OF A TRACT OF LAND • DESCRIBED IN DEED FILED UNDER RECORDER'S NO. B606190933, RECORDS I 1 - OF SAID COUNTY; THENCE NORTH 4S°12 " , = WEST ALONG SAID SOUTHWESTERLY LINE 420.25 FE. THENCE ! ORTH 9°01'55" EAST ALONG THE WESTERLY LINE OF SAID TRACT 125.00 FEET; THENCE NORTH t 46°16'56" EAST ALONG THE NORTHWESTERLY IE CF SAID TRACT 17.69 1:* I j FEET: THENCE NORTH 4°5P'17' WEST 410.23 FEET THE TRUE POINT CF tS. 7.CEPT_ PORT. ... NORTHERL OF THE c t' I ^AI DEGINNING, . CE1.aERLIS t OF A { LP,OAD SPUR EASEMENT AS LESCRIBED IN AUDITOR'S FILE NO. 5331102. PARCEL CONTAINS ,551 SI ARE FEET. • ,: — TOGETHER Will AND SUBJECT TO `_•c-•v,ENT . , c ti UTILITIES GRE i, EGRESS AND _- ., ACROSS THAT PORTION . F THE . ',r2TUWEST QUARTER AND r I GOV ERl�?:E11T _',.^.. 1, IN SECTION :4, ._i? SF:c 2 . '^nTH, RANGE E 4 EAS,�� .-1 W.H. , AND THE SOUTHWEST QUARTER GOVERNMENT SECTION13, Al 1 ": TOWNSHIP NORTH, RANGE EAST. M ...L IN KING COUNTY, WAS}{INGTC. , MORE PARTICULARLY 2ES- 'EED AS FOLLOWS: 0 ' COMMENCING AT T'!E QUARTER CORNER BETWEEN SECTIONS 13 AND 24 IN •' SAID TOWNSHIP AND RANGE, THENCE NORTH S7.26'48" WEST, ALONG THE . O I t10.2T}{ LINE OF SAID NORTHWEST QUARTER 1214.00 FEET TO THE WESTERLY ram` MARGIN OF SU?1TY ROAD NO. CHARLES=:ES MONSTER ROAD SOUTH WEST ;ND } .Iiii . NOW KNOWN AS STEEL HILL ROAD; ...-. 32°29'51" EAST, ALONG P i i S �CHIRIT � : • z • ter_: !• O • ` 41 I ' PARCEL 4-B CONT'D • I SAID WESTERLY MARGIN, 85.34 FEET; THENCEHT ON A CURVE TO THE RIG i , HAVING A RADIUS OF 756.48 FEET AND ALONG SAID WESTERLY MARGIN i 139.14 FEET; THENCE SOUTH 1.2 151" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88•15'09". WEST 436.55 FEET; THENCE SOUTH 02.33'12" WEST 115.03 FEET; THENCE SOUTII 70.05'34" WEST 95.47 IrE.'; THENCE SOUTH 88.37'17" WEST 90.38 FEET TO THE ., TRUE POINT OF BEGINNING; THENCE NORTH 1.22'40" WEST 888.05 FEET TO THE SOUTHERLY MARGIN OF OAKESDALE AVENUE SOUTHWEST AS CCNVEY D TO THE CITY OF RENTON BY DEED UNDER RECORDER'S NO. 8702100643, , RECORDS OF SAID COUNTY; THENCE SOUTH 88.03'09" WEST ALONG SAID SOUTHERLY MARGIN 30.00 FEET; THENCE SOUTH O1°22'40".EAST 470.00 I • - FEET; THENCE SOUTH 29.35'10" WEST 29.15 FEET; THENCE SOUTH 01.22'40" EAST 40.00 FEET; THENCE SOUTH 20°25'25" .WEST 26.92 FEET; THENCE SOUTH 01.22'40" EAST 40.00 FEET; THENCE SOUTH i 29.35'10" WEST 29.15 FEF'T; THENCE. SOUTH 01•22'40" EAST 72.00 FE:T; THENCE NORTH 88°37'2n" EAST 39.99 FEET; THENCE SOUTH i ` ` I 01°22'40" EAST 190.76 FEET: THENCE NORTH 88°37'20" EAST _'0.00 ° T' I I FEET TO THE TRUE POINT CF EEGINNING. I I i' 1 1 I . !..".:1:t. i rT 1 • .ram I I - • EXHIBIT - I , Ie.d. ee co rd: Lilal• - cttre. Gilt Cert CITY OF RENTON, ASHINOTON .�1t1iCi . , ?p0 ORDINANCE NO. 3982 , Iv{k. 4 80SS AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, ORDERING THE CONSTRUCTION AND INSThLLATION OF • 5-LANE STREETS WITH- CURBS, GUTTERS, SIDEWALKS, WATER MAINS, LANDSCAPING, STREET LIGHTING, STORM DRAINAGE, TRAFFIC CONTROL DEVICES AND IMPROVEMENTS AND SANITARY SEWERS ON OAKESDALE AVENUE S.W. FROM S.W. 7TH STREET TO GRADY ''AY, ON S. W. 7T9 STREET FROM PRESENT WESTERN END OF • FULL DEVELOPMENT TO OAKESDALE AVENUE S.W. AND • ON OAKESDALE AVENUE S.W. FROM S.W. 7TH STREET TO MONSTER ROAD S.W. , AND CONSTRUCTION AND INSTALLATION OF A NEW SANITARY SEWER FROM THE EXISTING METRO INTERCEPTOR LYING NORTHERLY AT S.W. GRADY WAY EXTENDING NORTH ALONG THE.WESTERLY • MARGIN OF THE P-i CHANNEL TO MONSTER ROAD S.W. .� .-AND THE VICINITY OF THE CONTAINER CORPORATION C_=ON-SITE WASTE DISPOSAL SYSTEM, INCLUDING ANY a :NECESSARY APPURTENANCES THERETO AS MORE PARTICU- LARLY DESCRIBED HEREIN ALL IN ACCORDANCE WITH RESOLUTION NO. 2636 OF THE CITY COUNCIL C7 THE DISTRICT - : CITY OF RENTON, ESTABLISHING LOCAL IMPRCVL:3ENT D W _ _ NO. 332; PROVIDING ASSESSMENTS UPON _ r.. 1:7 i71ROPERTY IN SAID DISTRICT, PAYABLE S i THE MODE cc ti_ OF "PAYMENT OF BONDS" , OR "NOTES" :N LIEU THEREOF • Q c`= AS DETERMINED BY THE CITY COUNCIL; PROVIDING FOR THE ISSUANCE AND SALE OF LOC/,L IMPROVEMENT DISTRICT WARRANTS REDEEMABLE IN CASH AND LOCAL IMPROVEMENT DISTRICT BONDS OR NOTES (LID ;332) rr WHEREAS byResolution No. 2636 passed and approved on ` l February 15, 1396, t`,e City Council of the City cf Renton declared O its intention to construct and _nstallE Lane streets with curbs, Q CD gutters, sidewalks, water mains, landscaping, street lighting, N .20 storm drainage, traffic control devices and _. orcvenents and sanitary sewers on Oakesdale Avenue S.W. from S:W. 7th Street o Grady Way on S.W. 7th Street from present western end of full development to Oakesdale Avenue S.W. and or. uakesdale Avenue SW. from S.W. 7th Street to Monster Road S.W. , and constructicn and installation of a new sanitary sewer from the gx'sting Metro Intercepter _ inc northerly at S.W. Grady Way extending 1 a • ORDINANCE :;0. 3982 the westerly margin of tha . -- Channel to Monster Road 5 W. and the vicinity of the Container Corporation on-site waste disposal - system, including any necessary appurtenances thereto as more particularly described herein, and fixed March 17, 1986 in the City Council Chambers in the Municipal Building, Renton, Washington, as the tame and place for hearing all matters relating to said improvements and all objections thereto ar,d f:r determining the method of payment for said improvements; and WHEREAS the Director of Public Works has caused an estimate jto be made of the cost and expense of the proposed improvements V9 and has certified said estimate to the City Council, together with CT CO CD all papers, data and information in his possession relating to the proposed improvement, description of the boundaries of the ao O District, a statement of what portion of the cost and expense should be borne by the properties within the proposed Distract, a statement in uetail of the Local Improvement assessmPn_ _utstanding or unpaid against the property the proposed Distract, and a statement of the aggregate actual valuation of the real estate, including twenty-five percent (25%) of the actual ,•aivatacn of the improvements in t'ie proposed District, according to one valuation .last placed upon it for the purpose of generaltaxation: WHEREAS said estimate as acconoanied by a diagram of the proposed improvement showing the=eon the lots, tracts, parcels of land, and other property whir :+ail be specially bene`"'mr the imrrovement and proposed _..t^ e estimated amount of the cost and expense thereof to be borne by each lot, tract andtar,-Pi :f '_and or other property within said Distract; and i ' ORDIt;Ab'CE '�82• I • WHEREAS dur notice of the hearing upon caid Local Improvement District No. 332 was given in the manner provided b y law, and said hearing was duly held on March 17, and the following protests having been filed and duly considered, to-wit: NAME OF PROTESTANT ADDRESS NONE and said total pr otests not exceeding 0 percent of the total • cost bearing owners within said District; and • WHEREAS at said hearing the CityCouncil has L, given due rrconsideration to the special benefits to be reached from such proposed improvement by all of the properties to be included within athe proposed Local Improvement District CD and WHEREAS the City Council deems it in the best interest of the City and of the Owners of the property within the proposed local Improvement District that said „ rcvement • as hereinafta_ ;escr_ced be carried out, and that a Local • Improvement District be created in connection therewith, NOW T:;EREFaR.F. THE CITY COUNCIL OF THE CITE C • •.-�E dT0?7, Wr1SHINGTC:i. CO ORDAIN AS FOLLOWS: SECTION I: The following construction and installation _= • curbs, titters, sidewalks,s, trees •-chting, utility adjustments, storm drains and' all necessary appurtenances as more particularly described hereinbelow, to-wit: See Exhibit "A" attached hereto and made a cart hereof as if fully set forth herein and there shall be included installation uded in the fcregoin• the arcuisit1.,;, and tion cf all necessary ^ 'pipes. manholes, valves , fittings. 0 t 1 ORDINANCE NO. _:982 couplings, ..onnection equipment and appurtenances, together with the — I acquisition of any easements, rights-of-way and land that may be required; and there shall be included the performance of such work • jI4 • as may be incidental and necessary to the foregoing construction and installation. The City Council may modify •.e details of the foregoing described improvement where, in its judgment, it appears advisable, provided such modifications do not substantially alter the elan of said improvement. Ali of the foregoing shall be in accordance with the plans and specifications therefor to be prepared by the Director [P co of Public Works. C '4 SECTICN II: There is hereby established and created a 04 OLocal Improvement District to be called "Local Improvement District No. 332 of the City of Renton, riashington" , the boundaries of sucn Local Imorovement District being described as follows: See Exhibit attached hereto ana made a part hereof as if fully set herein. SECTION III: The estimated cast and expense of said improvement is hereby declared to be approximately S3,034 ,006 . 3L y The entire cost and expense of said Improvement, inciudino and expense of all engineering, legal, inspection,=9 , ::spec�_„n, advertising, publication of notices and other expenses incidental thereto, shall • be borne by and assessed against the property specially benefited by such improvement included in the Local Improvement District No. 332 established, embraching, as near as may be, all property benefited by such improvement. 1 1 ORDINANCE NO. 3982 SECTION IV: The nature of the improvement provided for herein is such that the special benefits conferred upon the property are fairly reflected for consideration. and. installation of curbs, gutters, sidewalks, street lighting, utility adjustments, storm drains and all necessary appurtenances to be done on the front footage basis. Such basis may be adjusted for work needed for special conditions such as filling and bringing to grade, such cost to be assessed to the abutting property owner on the basis of the actual cost of the special work. It is hereby provided and ordered that the assessment shall be made against the property of the • rr District in accordance with such methods. All property included within C r.{ the limits of the Local Improvement District above created shall be 100 considered to be the property specially benefited by such Local CD Improvement and shall be the property to be assessed to pay the cost and expense thereof as hereinabove specified. SECTION V: Local Improvement District warrants or notes or other debt instruments as authorized by law shall be issued in payment of the cost and e.<pense of the improvement herein ordered. Additional debt instruments may be issued to redeem previously issued debt instrument which mature prior to project completion. Such debt Instruments shall be payable out of said "Local Improve- ' ment Fund, District No. 332" to bear interest from the date thereof at a rate to be fixed hereafter and shall be redeemed in cash and/or Local Improvement District bonds herein authorized to be issued. The exact form, amount` date, interest rate ar,d denomination of said warrants, notes bends shall be hereafter fixed by Ordinance of the CI:, Council, • ORDINANCE NO. 39 2 i SECTION VI: For those persons found by the City of Renton to . be economically disadvantage property owners, or other persons who, under the terms of a recorded contract of purchase, recorded mortgage, recorded deed of trust transaction, or recorded lease, are responsible under penalty of forfeiture, foreclosure or default, the assessment levied for the L.I.D. may be deferred until a time previous to the termination of t' L.Z.D. under terms acceptable to the City and upon assurance of proper security for the payment of such assessments. Such deferral shall not survive the termination . r L7 of the ownership or interest of the economically disadvantage cr Go property owner or person to whom the deferral was granted and it O • rq shall likewise not survive the sale, transfer or ocher action which 04 017 either terminates the possessory interest of such property owner or O G% person or which :urns the property into investment, rental or lease property. SECTION VII: The Public Works Director is hereby authorized and directed to call for bids, in the manner provided by law, for the construction and installation of the improvements authorized herein. SECTION ✓_II: All the work necessary to be done in connection with the making cf the improvements shall be done by and made by contract upon competitive bids and the City shall have and reserves the-right to reject any and all bids. SEC:ON IX: -� ere There hereby created e.^.d established in t' Finance Direct.,. =Fite of :e the City of Renton, for _oca] _-are•. rent District ';e. :22, a special fund to •ce no•,+n a..f ::esiqnace.: as _Oc\ . :emer.t _.. 2_str_c_ • ORDINANCE NO. 3982 shall be deposited. the proceeds from the sale of warrants cr notes issued pursuant to Section V herein as well as collections pertaining to assessments. Against = that fund shall be iss ued checks for the contractor or contractors in payment for the work to be done by them in connection wich said improvement and of all • other items of expense in connection with said improvement. PASSED BY THE CITY COUNCIL this 7th day of April , 1986. en 0 Maxine E. Motor, :.ity Clerk CD APPROVED BY THE MAYOR this 7th day of April ,N 1186. 4.Sutiao�w� Barbara Y. Shinpocr., :flavor - Ap roved as to form: La rence J. Sfayren, ..sty Attorney . i - Date of Publication: Published in Summary April 11 , 1986 j I • • • ..'. =rr........ 5 ORDINANCE NO. 3982 - Exhibit "A" SCOPE CP WORK Oakesdale Avenue S.w. - S.W. 7th Street to Grady Way - 5-lane street with curb. gutter ana sidewalk on east side. Paved shoulder and quarorail as required on west side, landscaping, street lighting, storm drainage,water mains, and extend storm arainace along Grady Way S.W. to emotYI into the P-1 Channel . Right-or-way acquisition from Puget Power and • • Grady intersection and traffic control improvements and any other • necessary appurtenances. S.Y. 7th Street from present western end of full development to ( Oakesdale Avenue S.W. - 5-lane street with curb,•gutter and sidewalk on both sides. water mains, landscaping, street lighting, traffic control devices and improvements, storm drainage and sanitary sewers, y ,a, and any other necessary appurtenances. 1 CD . 4.4 Oakesdale•Avenue S.W. - S.N. 7th ZLreet to Monster Roaa S.w. - 5-lane , GOel street realignment. Landscaping, street approaches to the west' and' CD appurtenances. along Monster Road S.W. are included and any other necessary CD appurtenances. Structures and hyaraulic elements for crossing the i+� P-1 Channel are included. The improvements shall include water -rains, sanitary sewers, storm drainage ana street lighting. Curb, gutter . • and sidewalk shall be installed on both sides of the street from S.W. 7th Street to Monster Road S.W. • Sanitary Sewer Extension - new sanitary sewer from the existing Metro inter- ceptor lying northerly at S.W. Grady Way will be extended north along r• the westerly margin of the P-1 Channel to Monster Road S.W. and the • . vicinity of the Container Corporation on-site waste disposal system and any other necessary appurtenances shall be included. i • • i I i 1 cRD::;;,.tiCE ::o. 4187 PASSED 8y :!E C::'y Co::;;C::. St'- Day or ;,uauc: 1988. (n !axine E. Motor, C-:y Cierx li APP CVED BY THE ULV()q Pr.11 _ ay o? August Ai li 1968. ''// il :.arily./e,-.,i.,.er-"-:locior. :::..1.7E17-7:7,---,..% APProveo as Lo :ora. ......../ '`tip/ . Lawrence J. w.tren, Date of Puhlicatiu;. I:,: ORD.49:7-29-88:as. u0 0 • .o • -J xa. • - =- z a• - 1 J z • - • • • • • EN . rnrnn • 3iu•.t• .1,triCutiuiii E.iJna lint,:r •itD Fu4 f •nD r,i�,EGJE-; . •.itla of uNf.COCLERK i IL no. I I< 09 RENTON MuolCIPN 6LOG. • 200 MILL AVE.SO. . • tFNiON,WA 98055 • .' WETLANDS CCVENANT AND EASEMENT '?his Wetlands Covenant and Easement is executed this/6 day of 1990, by EL AND BUILDING LIMITED PARTNERSHIP, a . Washings n limited partnersnLp ("Eland") , owner of the real esteete described as Parcel 2 :n attached Exhibit .j, and by B i G RENTON PARTNERSHIP, a Washington general partnersnip ("8 1 G"owner of the real estate described as Parcel 4 in attached ) EXhlrit A, Eland and 8 r C shall be referred to collectively herein as Grantors. Grantors desire to impose a covenant upon and easement over the unimprovea areas of Parcel 2 and Paiuei 4 for the purposes described herein and r•:bject to the provisiuns hereof. 1. Grant QS Eimeeent. Grantors hereby grant, for the " t+ benefit of the City of Renton, a .nonexclusive easement over and across the unimproved areas of Parcel 2 and Parcm' 4 for the_ purpose or access to inspect sucn property to actermine vnetr•ar certain wetlands Located on such property 'have tern properly ma r nra i nam ar,m . ..--- y the owners cf Par=ei 2 ana n+r:= In no event snail this easement --e,-.o.e with the construction, maintenance or reconstruction of any improvements on Parcel. ana ti Parcel 4. The route or access snail be deterrinea as 2 paraorapn 4 below.ill ' 2. provided arm. With respect :.: Parcel 2, this Covenant snail continue in effect and shall be oinding on Parcel 2 for as long as the project identified as Building A under project number ECF: i SA-112-89 in the files of the'Citi of Renton, and commonly i:nown as LLft Eland Building, continues t.:: exist. With respect to Parcel 4, this Covenant shall continue in effect ana snail be binding on Parcel 4 for as long as the project identified as Building B in the above referenced City of Renton files continues to exist. f . • :asp[ nts :n Gro s. The easements easements in gross and arepersonal _ grantedy hereino are provided, that. the Citythe City of Renton. of Renton small have the 1i-_ tee r•MI I assign its rights under these easemer.:a to any nth -yn_ -auttcrxe having jurisdiction overer governmental the wetlands. =ainranance and protection c: iiie exercise easement rights hareunaer`na• The City n` Renton shall IIIcalendar year on each more tthe once each ' - parcel. the event the C:�; of Renton ' dalirae_tc enter either Parcel 2 or Parcel 4 for the purpose ofOK exercising its easement rights. - shall Give such no tice:ice as may - `-'i Cc t .Assam,. n1 be. reasonable under the-circumstances to the then owner of such parcel. Such owner may designate a route or routes of access to the wetlands that allow the City of Renton to exercise its . easement rights in' a way that least interferes with such owner's activities on its parcel. S. yoticee. All notices, requests. demands and other communications required or permitted unaer this Covenant shall be �; in writing and shall be deeeea to have been duly given, made and received when delivered or deposited in the United States mail. • certified mail, postage prepaid, to the address as set forth below: To Parcel 2 Owner: Eland C::ilding• Linitad Partnership c/o Sid Eland, Inc. 6000 S i:cth Avenue South P.O. Box 8C187 . Seattle, Washington 98108 Attn.: Sid Eland, To Parcel 4 Owner: B $ C Renton Partnersnip • 146 North Canal ...recta .. 1t�: r. Seattle, washlgton i3103 Attn. : Bruce Blume/Jim Garrison To tr.e City of F.ertc Community 0eveioonent eoartaenc City of Renton 200 Mill Avenue Sauch Renton, Washington 93055 Notices snail be sent by certifield mail cr oy personal delivery. and shall be effective upon deposit In the U.S. mails 111 if mailed or upon actual receipt if deliverea. :he notice addresses anove may to cnangea 'by giving written notice pursuant to this section. 6t. do Merger. a easement grantee hereunder snail not merge with a :'ny other estate or interest inthe rea: property _ affec ea 7. . ;::icce:l.r.7 'Ind A3si r . The benefit-, b: :sine .:o eu:tier s^si: _, and rdene ® a wit.. Parcel 2 _ne Parcel 4 and Ea sr.at: I '.0,06...: rJe,E: CECC c :J.Lk. — : — `ECFLE :.Co `Ng 1 a , . _________._...._ _.,.. 1 . er-r . ® . :j : -r •:4' be binding ut.on and inure to the benefit of the successors and assigns of Grantors with respect !hereto. ,/i DATED: .,:�/ns.r. . '< , 1990. ELAND HUIIDING LIMITED PARTNERSHIP, tiashirgton limited partnership A i 144vrrcz„4v4O Ftv.?,ve A�,[-V. 54,113 1 I By: '±-.5.L,f,,_. Tixie: -cs_ _ •• IB G G RENTON PARTNERSHIP, a ',,asnington -,eneri. Fartnersnip j. A . / w.uce v ut-fi n.. El i Menacing General Par—. = STATE OF • _ . ss. .-,. ,1 . COUNTY OF A :ate•_• On t:4'!S :3 U( ' ,._' _ Y . .� 'ear;. before me, the uncerei nee. a Not 3 ofWashington, __l _ _Notary Public in and .__ the statue r o,4 _nd sworn personaiiy ill I anoeared L `�• ,•,,. •n ma 4 nrranl r n on rise - /.f.'A/7L L' ' . -�n corporation to �e mown �o be the genera! partner c 1111 Building 1.isited Partnersnip, the limited partnership t,^,at executed the foregoing tnstru ent;, and acknowieogea tre said instrument to be the free and voluntary act and deed of said MONO and said liciteu partnership, fort;r uses and purposes tn.eretn oentloneO. and on oath starea that _n_ i.j1 li li IN • • El • vw • ,_ corporation was authorized to execute the said instrument on behalf of the limited Partnership, . WITNESS my hand and official seal hereto affixed yr day and year first above written. the _/:' --- ,r, .---./:I L .1 NOTARY PUBLIC in andlferlthe State of Washington, residing-at �i C.C. n .19, 2 i "y appointment expires: _ - STATE OF COUNTY OF -r ) ss. 1 I ' T. before me,On tTSis _. day of 11 the undersigned,= of Washington, d•,;1y c _ - :�otar� Public 17.7.c. truce M. glum,, _o mi ;"' a.� Ln_and for pp c eu artner c: 4 .. ' 9 i me k.riu'.n .. ram. `he G Renton ?.'frt.^.orcn_p _ oe ocban riageneraLY uFFeare•1' foregoing instrument, and acknowledgedQthe p instrument be iit. a and voluntary act and deed said instruct the F, for the of said general ent nath stated uses and purposes t;ereln mentioned, that he was autho, ..._.:ri:�ehC• .`e•� t execute the and cn said : ; aIT'lESS c'; hand and rst aoove •written` 'al seal hereto affixed the day and year :• ;JTAR'i k'USLIc in a c�, f washingtcn, residiSbr t.`.e State j INN ^ rt9 a t y.:' appointment - expires: a•iaum•u...nr a ieiiavn I •lam. if •:7F 1 r111 i 1 . . i i a 1 _ . . . ... .. _...... '1,1,1 C , 4. . . ' PAPCE! _ HAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT L SE:.•T'":; TOWNSHIP 23 NORTH. RANGE 4 EAST, WILLAKET:E MERIDIAN, ::i KING = ' r WASHINGTON AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6. SECTION11: TOWNSHIP 23 NORTH. RANGE 4 EAST, WILLAMETTE MERIDIAN, AL:. :N KIN: COUNTY, WASHINGTON. MORE PARTI C IARLY DESCRIBED AS FOLLCWS: "OMM L4C:nr. AT THE QUARTER CORNEA BETWEEN SECTION 13 AND 24. -„ TO••'NSHIP AND RANGE:. "' THENCE NORTH 87 DEGREES 26'48" WEST, ALONG THE NORTH LINE =F SA:: NORIHWWEST QUARTER 1::4.00. FEET TO THE WESTERLY MARGIN CF :=NTY = 2, CHARLES MONSTER ROAD SOUTHWEST AND HOW KNOWN AS STEEL HILL RCAO: THENCE SOUTH 32 DEGREES 29'51" EAST. ALONG SAID WESTERLY .MARGIN 9: FEET TO A POINT OF TANGENT CURVATURE CONCAVE TO THE SOUTHWEST HA':::;: RADIUS CF 256.48 FEET; THENCE SOUTHEASTER'Y ALONG SAID CURVE THROUGH AN ARC OF : .DECREES 34'57", AN ARC LENGTH 139.14 FES'• TO A PO:NT WHICH : 2 FEET 'FETE.' ' PERPENDICULAR TO SAID CENTERLINE OF STEEL -HILL ROAD: 1 • THENCE SOUTH G: DEGREES- 24'S1" EAST, ALONG SAID WESTERLY MARGIN :5?. :: FEET' MN THENCE SOUTH 88 DEGREES 35'09" WEST 4)6.55 FEET: THENCE S= TH :2 DEGREES 33'12" WEST 115.03 FEET: "wrNCE SOUTH :EGREES 05':4" WEST 95.47 FEET: 7mENcE cn:^;; .4 :EGREES 27'17" WEST 1:5.36 FEET: THENCE NORTH . _EGREES 22'43" WEST 427.90 FEE: 72 'H' - ' ! .. BEGINNING: - - .. __ .. THENCE SOUTH 38 DEGREES 03'09" WEST :33.04 FEET: • THENCE SOUTH 54 DEGREES 28'10" WEST 490.44 FEET 7C THE LASTERL': -" OF THE CHICAGO, MILWAUKEE. Sr. PAUL AND PACIFIC RAYLROAD ::HPAN ' Mil GAY; I _HENCE NORTH 28 DEGREES 10']3" WEST ALONG SAID EASTERLY MARGIN :._. .r . THENCE OH A CURVE TC THE RIGHT HAVING A RADIUS OF 411. 7 : FEET .,A__ : SAID EASTERLY MARGIN 87.49 FEET; ' MAI THENCE NORTH 20 DEGREES 11'33" WEST ALONG SAID EASTERLY :.,,RCI ; FEET: THENCE CN A CURVE TO THE RIGHT HAVING A RADIUS OF 523.68 FEE" ' ill J SAID EASTERLY MARGIN 419.12 FEET TO A POINT CH A NON-TANGENT = ..:':: A RADIUS 0r 667.96 FEET, THE RADIUS POINT CF WHICH BEARS NORTH 5 -'FF.5 57'15" WIbT; THENCE EASTERLY ALONG SAID CURVE 102.66 FEET; aiin THENCE NORTH 13 DECRIES 41'02•' EAST 60.13 FEET; THENCE NORTH 74 DECREES 13'19" EAST 47.60 FEET TO A POINT ON THE 3' SCtrTHERLY MARGIN OF C A.RLLS MONSTER.COUNTY ROAD SOUTHWEST. SAID ;:: �• BEING CH A CURVE HAVING A RADIUS OF 2]8.99 FEET. THE RADIUS P=ENT WHICH BEARS NORTH 17 DEGREES 19'04" EAST: THENCE EASTERLY ALCNG SAID CURVE AND SOUTHERLY MARGIN 80.36 FEET; THENCE NORTH 8$ DEGREES 03'09" EAST ALONG SAID SOUTHERLY MARGIN +7O.iJ FEET; THEHC£ SOUTH 1 =EGREES 56'S1" EAST A,:ND $AID SOUTHERLY MARGIN 02 FEET: "•y THENCE NORTH 88 DEGREES 03'09" EAST ALONG SAID SOUTHERLY N.ARGIH :6.5: FEET A POINT 'dHICH BEARS NORTH I :EGREES 22'43• WEST FROM THE T'._E 111 POINT OP BEGINNING: =%• ' I THENCE S0 17:H I _:2REES 22 43" EAST 453.20 FEET TO THE TRUE . . _. BEG:NN:HG, f r i i 47 Clila ill -- • Si -__-z. 4 111 __ SECTIONTHAT PORTION OF THL NORTHWEST CUARTER OF SECTION RANGE 4 EAST. AS FOLLOWS: MERIDIAN, :N KING 24 TOWNSHIP ; ;gip-u I LLAtIE:':L tOL'NT}, aASNINCTCN - CC}¢1E1{CI;7C AT -:•gin:5�� TOWNSHIP AND RTHE QUARTER CORNER BETWEEN SECTION _ THENCE NORTH 87 1] AND 24 :,y SA:: NORTHWEST DEGREES 26'48" TEST ALONG THE NORTH LINE 8, QUARTER 1231.0E FEET .0 THE WESTERLY E Cr �A:= CHARI.LS MONSTER ROAD SOUTHWEST; MARGIN OF CC;;;-{ T1:ENCE SOUTH 12 DECREES 29'31" I FEET; EAST ALONG SAID WESTERLY � THENCE ON A CURVE TO lLLRG::: B� ^ OF 139.14 ?EFT; THE RIGHT HAVING A RADIUS Or ,_ THENCE SOUTH 1 CEGREES 24'51• 236 4d FEET A ,::S-A::CI ill ' 1 FEET; FAST ALONG SAID W THENCE SOUTH 88 DEGREES 35'09" WESTEST[Rty MARGIN ;5d THENCE SOUTH 2 DEGREES' 33'12" WEST 15. 33 FEET: THENCE SOUTH 70 DECKLES OS' W 113.0] FEET; ZS - THE::tE SOUTH 88 DEGREES ]7' ]," WEST 93.17 FEET, '�GI::::ZSO 17 WEST 105.34 rrr, 7. _ THENCE NORTH 1 DECREES 22'47^ WESTTV= ;i .- - THENCE SOUTH 88 DEGREES 31'09" WE 4J2 3. FEET;E THENCE SOUTH :4 DEGREES 21'10" WESTT490.444 FEET, CF THE CHIGGO, MILWAU]C£E. ST. FEET THE ,AY: PAUL AND PACIFIC aDT=.=. 'i ."_s.�:_.. THENCE SOUTHERLY ALONG SAID RAILROAD CO,yPAN'{ THE WESTERLY ".IRGZN OF COUNTY ROAD MARGIN 1610.67 FEETr..,._ _ POINT STING ON A NONOTANG AD NO. 8, TO A . SA 111 RADIUS BEING ENT CVVE HAVING AA RADIUS 1OF MONSTER5 R7AF. ;A;: ior RADIUS POINT CH WHICH BEARS NORTHRADIUS OF 230.]7 FEET.SOUTHWESTERLYNNORTHERLY ALONG SAID CURV 66 DEGREES . " _ RrctInnta :HE OF A TRACT OF LAN WESTERLY MARGIN EAST; ^emu. 5606190511. :W• KINGHCO STY. BrowAS IN DEED :;,EF '2« ' 2 FEET;EENC£ NORTHAS}(INCTCNT 41 DEGREES 12'2]" WEST.A,LON G SAID SO THENCE NORTH 9 D SOUTHWESTERLY - •, 123.0E FEET: DEGREES 0:'ss" *AST ALONG THE WESTERLY :NE Cr SAID,-.'. THENCE N0RTH' 46 DECREES 16'56"TRACT 17.69 FEET; EAST ALONG THE NORTHWEST . ,- THENCE INNIHORTH 4 :LULLS 38'17 WEST NORTHWESTERLY :;(£ _ 410.2] FEET T„ THE T _ _ . • • 2111 r — Richard J. Olin Foster Pepper 6 Shclelaan ' r iii 108th Avr. N.V... J1560' Bellevue, VA 98004 COVENANT TO 1NDEK4IFY This Covenant to indemnify is executed tn:s 1990, byof A =�Y ` Container Corporation merica ("CCA") , a Delaware corporation. 4 RECITALS _ A. :CA is the owner of the real property the Property")' legally described in Exhibit A, attached hereto and incorporated �- herein by this' reference. -- • B. CCA and Bruce and Ann Blume ("91upe"1 nave entered Into • that certain Rea. Estate Purchase and Sale Agreement (the "Purchase Agreement") dated as of the sale of the Property. 1990, for ^ • C. Pursuant to the Purchase Agreement. :_.. Is rens col,vey tle to the Property free and clear al: aens ct red � than those cesignated as permitted exceptions. ne. 0. :CA has informed Blume that it will not me able t ; convey title free of that certain assessment - V • improvement district -• local mummer ]]2 levied by ^-e`C:t•: of Renton _street Improvements :n _;e amount of 55:8.65 'Assessment"` 5 'opt fisted, for example, as s0eclai exception:rider preliminary title commitmentnumber ••_m:.er _ Chicago 'Title Insurance Company on Margin :8 y5;70:ssued c _•'•� E. Blume has agreed that the Assessment shall to a • r;eemitted exception, provided that C A agrees to pay the Assessment in full ana provides an Inaemnity wItn respect t_ the Assessment. • NOW, THEREFORE. for good ana valuaole consideration, the receipt and sufficiency of which are hereby acxncviedgea,declares and covenants as follows: "' . ,. 1- and shall 1, ^.de n� i. `CA shall pay one Assessmenr in full unify ana hold harmless Blume, any and all persons who may now or hereafter own all or any portion cf or any interest in the Property, and any title Insurance company teat may Insure an interest in the Property, from ana against any and all losses. :oats, expenses. liabilities, calms, demands and/ Judgments of every nature, including the costs cf defense thereof ' and reasohaple attorneys !a Incurred (collec tively,"Damages"1 which arise cut of or In connect:pn wtt;. _r are • - related to the Assessment, the continued presence cf the • • • Assessment as a lien against the Property, CCA's failure 'to pay the Assessment, or any effort by a governmental authority to enforce the Assessment. against the owners of the Property or any • portion thereof. 2. :-um. this Covenant shall survive the closing o: ..-- the sale of the Property and shall continue in effect until the earlier of (a) the date the Assessment (including all interest and penalties, if any relating thereto) is paid in full, or (b) the data the Acsessment is' reaoved 'Is a lien against the Property and the owners of the Property have received evidence, reasonably - • satisfactory to them, that CCA's obligations hereunder have been satisfied and that such owners and their successors and assigns have no further potential liability in connection with the • Assessment. 3. Nottce of r.ra Any person benefited by this Covenant shall notify CCA of any claim or potential otential claim. receiving such notiL., CCA shall, at CCA's ( election, either pen • • '') immediately pay such claim, or (b) defend such claim througna) `T counsel reasonably acceptable to such benefited party, in which 7.) event CCA shall provide security as may be required in. the ::-.! contest proceedings or is may be reasonably requested by sucn patty to protect :t against :ass. 4. :IldemrV a ,n with t� r this Covenant shall be deemed to run with the•land eand nshall of'efits - inure to the benefit of Blume, Blume's successors and CCA's , :: successors and assigns with respect to the Property, including, without limitation. any present and future owners of the Property or any portion thereof. 5. Addit sznal ^�c� enter. agrees to additional documents as may De reasonably necessary toecute give sucn effect to the indemnity obligations contemplated hereby. ~• concerning6the InterpretationSysreIe 'ne event of a dispute or enforcement of this Covenant. the prevailing party shall be entitled to reasonable attorneys' :'.a fees. wnether or not litigation is co d mence • not e 7. 4O r am' -he covenants granted hereunder snail ice with any other estate or interest in the real property affected hereby. 11 • • • • ,r: • 8. Governing Law. This Covenant shall be governed by and interpreted in accordance With the laws of the State of Washington. CONTAINER CORPORATION OF AMERICA, a Delaware corp tlon • • Title: Vice-President OF �,�4 r. t... By: I is. COUNTY O F • On this • i/ day of 1990, before me, the undersigned, a Notary Public in•end for the State of Missouri1 d}ily commissioned and sworn, personally appeared i .i i 1 •. , to me known to be the of Container Corporation of America, the corporation that executed the foregoing instrucent, and acknowledged the said instrument to be the free and voluntary -^t1 and deed of said corporation. for the uses and purposes therein mentioned, and on oath stated that was authorized to execute the said instrument. :.� WITNESS my nand and official seal hereto affixed the day and year first above written. / NOTARY PUBLIC in and for the State of Missouri resiling at My appointment expires: •• • • • 1 rmi '... .1113 • ini PARCEL 2: - - THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1. SECT::'; . TOWNSHIP 23 NORTH. RANGE 4 EAST. WILI>U{LTTL MEi.ID:AN, :N KING CC_. T. • ! WASHINGTCN AND THE SOUTHWEST QUARTER AND GOVE3iNMEIT LOT 6. SECT:7.N :_ II COUNTY. TOWNSHIP 23 NORTH. RANGE 4 EAST, WILUHLT:E MERIDIAN, ALL ::1 K:N: COUNTY. WASHINGTON, MORE PARTICULARLY DESCRIDED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWtEN SECTION 13 AND 24. ::; SA:: TOWNSHIP AND RANGE; 1 THENCE NORTH 87 DEGREES 26'44" WEST, ALONG THE NORTH LINE CF SA:: • NORTHWEST ::TARTER 1214.00 FEET TO THE WESTERLY MARGIN OF CCUNT'i 7_..: 3, CHARLES MONSTER ROAD SOUTHWEST AND HOW KNOWN AS STEEL HILT. R:A:: THENCE SOUTH 32 DEGREES 29'S1" EAST, ALONG SAID WESTERLY MARGIN 85. :. FEET TO A-POINT OF TANGENT CURVATURE CONCAVE TO THE SOUTHWEST HA'::::: A RADIUS OF 256.44 FEET: THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH AN ARC CF 31 DECREES 04'57", AN ARC LENGTH 139.14 FIST TO A POINT W14ICH IS JO FEET ''"=STZ L. . PERPENDICULAR TO SAID CENTERLINE OF STEEL MILL ROAD; Mibi THENCE SOUTH 01 DEGREES 24'51" EAST. ALONG SAID WESTERLY MARGIN .__.__ FEET: THENCE SOUTH 88 DEGREES 35'09" WEST 436.55 FEET: rT THENCE SOUTH 02 DEGREES ]3'12' WEST 115.03 FEET: II -- THENCE SOUTH DEGREES C5'34" WEST 95.47 FEET: THENCE S:_H 88 DEGREES 37'17" WEST 105.38 FEET: THENCE NORTH I DEGREES 22'43" WEST 437.90 FEET 72 THE T. ':E _.. 7 : BEGINNING: THENCE SOUTH 88 DEGREES 03'09" WEST 283.04 FEET: THENCE SOUTH 54 DEGREES 27'10" WEST 470.44 FEET M THE EASTER::: :F THE CHICAGO, MILWAUKEE. ST. PAUL AND PAC:FIC RAILROAD C::!PAN: ::IXT :: ,:AY; THENCE NORTH 28 DEGREES 11'33" WEST ALONG SAID EASTERLY MARGIN :.: FEET; . i THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS CF /11.73 FEET A:;: -- SAID EASTERLY MARGIN 57.49 FEET; THENCE NCRTN 20 DEGREES 11'33" WEST ALONG SAID EASTERLY MARGIN ::5. :: . I FEET: THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 523.68 FEET AND A_ SAID EASTERLY MARGIN 419.12 FLIT TO A POINT ON A NON-TANGENT CUR':E =A'.1:::: A RADIUS CF 667.96 FEET. THE RADIUS POINT CF WHICH SEARS NORTH 6 ..c.,nJt_ _ 57'11" WEST; ' THENCE EASTERLY ALONG SAID CURVE 102.76 FEE':; THENCE NORTH 13 DEGREES 41'02'' EAST 60.13 FEET; W. ) • THENCE NORTH 74 DEGREES 13'19' EAST 47.60 FEET TO A POINT ON THE SOUTHERLY MARGIN OF CHARLES MONSTER COUNT! ROAD SOUTHWEST. SAID 77 T - ' i BEING ON A.CURVE HAVING A RADIUS OF 232.99 FEET, THE RADIUUS PC:NT :7 WHICH SEARS NORTH 17 DEGREES 19W04' EAST: . THENCE EASTERLY ALONG SAID CURVE AND SOUTHERLY MARGIN 80.36 FEET: THENCE NORTH 38 DECREES 03'09" LAST ALONG SAID SOUTHERLY MARGIN 47:.7: FEET: • THENCE SO TH 1 DEGREES 56'61' EAST ALONG SAID SOUTHERLY MARGIN =: s FEET: 111 THENCE NORTH 61 DEGREES 03'09' EAST ALONG SAID SOUTHERLY MARGIN 26. 5 3 FEET TC A POINT WHICH SEARS NORTH 1 :LORZLS 22'43" WEST FROM TX! 77':E POINT CF BEGINNING; • -- THENCE S:TH 1 :EGRESS 2: 43" EAST 45C.30 FEET 7C THE T.UE 7:.. . BEG:NNIN. or. . _...,., .r,,t; •,...: r . . .. I -)1 . 1 ni il . • .1 ,. -:4ta_ • PARCEL 3: THAT PORTION OF THE NORTHWEST QUARTER OF sEcTICH! 24 AS 4 UST, WZLI 1?(ITTI MERIDIAN, IN ZINC O11H15HIP J] FOLLOWS: CoCOUNTY. aASHINCTON, ,OH- ' �ESCR;�E� CO?Q{ENCIHG AT THE QUARTER CORNER BETWEEN SECTION 13 AND 24 TOWNSHIP AND RANGE; THENCE NORTH; 87 DECREES 26'41" 5i IN SA:O NORTHWEST QUARTER 1214.00 TEST EST ALONG THE NO N CHARL£S MONSTER XOAD SOUTHWEST: THE WESTERLY MAR LINE CT SAID THENCE SOUTH 32 DECREES WEST: MARGIN Cr COt,'NTY ROAC •,- FEET; 29 51 LAST ALONG SAID WESTERLY • TH£NC£ OH A MARGIN a,. .: OF 1]9.O6 FEET; TO THE RICHT HAVINC A THENCE SOUTH 1 DECREES 2�'S1• RADIUS OF 236.48 FEET _-Z __ TO THE TRUE POINT OF DECZNNING � ALONG SAID WESTERLY - THENCE SOUTH $1 DECREES 35' ■ EST NARG::i 268.:z :Er- • THENCE SOUTH 2 DECRIES 33' 0. WEST 13. FEET; _ THENCE SOUTH 70 DECREES 05'34■ WEST193.47 F T;�'7 THENCE SOUTH It DECRIES 37'17■ FEET; c THENCE SOUTH DEGREES 5I.17■ w lOS•lt FEET: . ' — OF 1 TRACT OF LAND DESCRIBED 4 DEED 110.23 FELT TO THE ti_RT}ti;ES"EF. 8606190933. IN WING CCU IN TILED UNDER RICCRL:HC -+ - ..i THENCE NORTH �6Y' WASH{ZNGT'ON; 'HBER r - FELT; DECRIES 16'56■ EAST ALONG SAID NORTHWESTERLY ' - THENCE SOUTH 53 DECREES ]9'2 _::f E TRACT 1a5.21 FLIT THE WESTZR EAST ALONG THE NORTHEASTERLY : r; TRACT SOUTHWEST: MARGIN OT SAID _' THENCE NORTHERLY CH{ARLIS r,CNs-ER ;:AZ ' ._ BEGINNING. ALONG SAID f1uTERIY MARGIN TO THE , 4 TRUE r^:ti' :F 117 c • MM ME t ril . . . . • , . . I , 1 • • PARCEL 4: - THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24 TOWNSHIP 23 NORTH. RANGE 4 EAST, WILLAMETTE MERIDIAN, :N KING COUNTY, WASHINGTCN, :_SCR:_l: AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWEEN SECTION 13 AND 24 :N SA:: TOWNSHIP AND RANGE: THENCE NORTH 87 DEGREES 26'4I WEST ALONG THE NORTH LINE Cr SA:: NORTHWEST QUARTER 1214.00 FEET TG THE WESTERLY MARGIN OF C:LINTY : 0 8, CHARLES MONSTER ROAD SOUTHWEST; • THENCE SOUTH 32 DEGREES 29'51" EAST ALONG SAID WESTERLY MARC::; ;3.:; FEET: . THENCE OH A CURVE TO THE RIGHT HAVING A RADIUS OF 236.41 FEET A C:STAN:_ • OF 139.14 FEET: THENCE SOUTH 1 DEGREES 24'51" LAST ALONG SAID WESTERLY MARGIN 268.:: FELT; THENCE SOUTH 88 DEGREES 35'09" WEST 436.55 /LET; THENCE SOUTH 2 DEGREES 33'12" WEST 115.03 FEET; THENCE SOUTH 70 DEGREES 05']4• WEST 95.47 FEET; THENCE SOUTH 88 DEGREES 37'17" WEST 103.31 .FEET TO THE TRUE PC:::T :F BEGINNING; THENCE NORTH 1 DEGREES 22'43" WEST 437.90 FEET: THENCE SOUTH IS DEGREES 03'0S" WEST 283.04 FEET: THENCE SOUTH 54 DEGREES 23'10" WEST 490.44 FEET TO THE EASTERLY OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY ? - ' WAY: _... THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN 1610.67 FEET TO A PI:::T - j THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER RCA:. :A:: POINT BEING ON A NON-TANGENT CURVE HAVING A RADIUS OF 250.37 FEET. --- RADIUS POINT ON WHICH BEARS NORTH 66 DEGREES 59'43" LAST: - THENCE NORTHERLY ALONG SAID CURVE AND WESTERLY MARGIN 250.59 FEET - -•- r. SOUTHWESTERLY LINE OF A TRACT CT LAND DESCRIBED IN DEED FILED '_ ;:EP. RECORDING KU'MMER 16061,0933, :N KING COUNTY, WASHINGTON; THENCE NORTH 4$ DEGREES 12'23• WEST ALONG SAID SOUTHWESTERLY 1:NE FEET; THENCE NORTH 9 DEGREES 01'55" EAST ALONG THE WESTERLY LINE Cr SA:: 125.00 FEET: THENCE NORTH 46 DEGREES 16156" LIST ALONG THE NORTHWESTERLY ::HE IF IA:: TRACT 17.69 FEET; • THENCE NORTH 4 DEGREES 51'17" WEST 410.23 FELT TG THE TRUE PC:NT IF BEGINNING. I - 111 • • In Richard J. Olin 't _ roster Prpper h ahel,•lman 717 108th Avg.. H.F.., /1500 Bellevue, WA 98004 • • COVENANT 70 MAINTAIN WETLANDS :his Covenant to Maintain Wetlands (the "Covenant") is made this ..: - day of .•CL,.,..__ by Eland Building Limited _ Partnership, a Washington :.jolted Partneruhip ("Parcel 2 Owner") and by B & G Renton Partnership, a Washington general partnersnio • ("Parcel 4 Owner") ;sometimes referred to collectively herein as „owners") • -- • RECITALS `4 A. Parcel 2 Owner is the record title holder to the real property legally described on attached Exhibit 2 ("Parcel 2") there is no Exhi_ I) B. Parcel 4 owner is the record title holder to the real property legally described on attached Exhibit 4 ("Parcel 4") (there is no Exhibit J) , C. Parcel 2 :Ter clans �c construct one or more buildings :i on Parcel 2 and otherwise to develop Parcel 2 (such contempi..iaa ouildings and developme.nt snail be referred to as the "Parcel ?roJect' I b:. �_ O. ?arcei 4 owner plans to construct one or more buildings - . I on Parcel 4 and otherwise cevelop Parcel 4 (such contemplated buildings and development shall be referred to as the "Parcel Project"; . 4 7. E. In connection with their respective developments of the Parcel 2 and Parcel 4 Projects, owners have agreed to maintain certain wetlands (the "wetlands") which are located in part on Parcel 4 and in part cn Parcel 2, as shown on the nap attached as Exhibit .. NOW. THEREFORE, for good and valuable consideration, the `"` receipt and sufficiency of which are hereby acknowledged: j- 1. 4aintenance of wetlands. raring the term of this "' Agreement. Parcel 2 owner and Parcel 4 Owner each agree to _'f ?_ maintain and protect the Wetlands located on their respective parcels in accordance with all applicable governmental ' requirements. Without limiting the foregoing or any rights:•'• _ ;i. existing under common law, each Owner specifically agrees not .l =:� , i allow polluted water to drain into the wetlands in violation of ;,; . governmental requirements. i 1 • • --LS_, l -- l • MI • 2. wren of D-ainaee Fdfenpn s, hereby grants Parcel 4 Owner an easement over Pthe°port Owner the 'wetlands located on Parcel 2 to allow the drainage of surface water from Parcel 4 into the Wetlands. Parcel 4 Owner hereby r grants Parcel 2 Owner an easement over the portion of the Wetlands located or, Parcel 4 to allow the drainage of surface water from Parcel 2 into the Wetlands. 3 Zg1.e. This Cc mart shall continue in effect and shall be binding on both Parcel 2 and Parcel 4 for as long as • either the Parcel 2 Project or.the Parcel 4 Project continues to exist. The Parcel 1 Project is identified as Building A under . . project number ECF: SA-112-8S in the files of the City of Renton, • and is commonly known as the Eland Building. The Parcel 4 Project is identified as Building B in the'above-referenced City of Renton files. • • • 4. F'ail:]r,+Ito maintain. in the event the Wetlands r, are not properly maintained in accordance with this Covenant on • any of the properties on which such Wetlands are located, any owner of Parcel 2 or Parcel 4 shall have the right, upon the '� maintain of fivevel !.5/ days' written notice to the owner failingto Wetlands, to maintain the wetlands wherever such - . work :s required and is hereby :maintenance purposes. All granted an easement for such "treasonable costs incurred by any lilliN :n connect:cn with'nointenance of the Wetlands shall be borne y the Owner of the parcel o end ., ch Owner snail n which such maintenance is required, paY within five (,) days of receipt of the cost of such maintenance work to an invoice, perfc ras the maintenance. Ifsuchthe Owner that •- announced five (5) days, amounts are not paid within they shall accrue interest at the prime rate as Washington. __ time to time by Security Pacific Bank, Seat tle,e, • ev a In the event or a dispute concerning t e interpretation or enforcement of this Covenant, the prevailing party shall be entitled to reasonable attorneys' rr . commenced. fees, whether or not litigation is cc- . =r . j G. ::ccnssoza and Again arising hereunder snail run with Parcel 2y and e aParcel 4nefits r and d Lshall be bindig upon and inure to the e benefit of the successors and : assigns cf the Owners with res pest, thereto. .'� • indemnify and hold harmlessEach Owner hereunder shall �' :'_abilities• obligations,other Owner^ rpm and against all damages or expenses, including losses, _ngrf, actions, costs omission or negligence oftsuchyO greo, arising from anys, act, licensees, cents, servant loye or its contractors, ~ pitor about s. enolcyees, guests, _ ainvitees, or e °the Wetlands, or arising from anyinjury r property occurring in or about _ or ,qj a • • • Y. W l. • Wetlands as a result of any act, omission or negligence of such Owner or its contractors, licensees, agents. servants, employees, guests, invitees, or visitors. Without limiting the foregoing, the indemnity in this Section 7 shall specifically apply tolany action or omission by an Owner that allows polluted water to drain into the Wetlands in violation of governmental requirements.8. Arbitration}. In the event of any dl.sputa arising '-: from this easement, the Owners shall submit such dispute tol binding arbitration by a panel of three arbitrators in accordance with the Rules for Commercial Arbitration of the American Arbitration Association. Eland Building Limited Partnership, r1 a Washington Limited Partnership v By: Monster Road Building Corp. , General Partner .•i N - Its ? ' ,!Y 6..,.` •• y . . r 9 & G Renton Partnership, a '�� Washington general partnership c f { 7-e-e-r--,-->/ --I-7. `-- // -4; ,-Bruce M. Blume, Managing General - Partner .'. I j Z4• • rl. ,r!i w ra IR '! 'SiI ■ . STATE OF WASHINGTON ) 1 • ss. COUNTY OF ) On this _ day of 19 before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared • , to ml known to be the of Monster Road Building Corp., the corporation to me known to be • the general partner of Eland Building Limited Partnership, the • limited partnership that executed the foregoing instrument, and ' acknowledged the said instrument to be the free and'voluntary act and deed of said corporation and said-limited partnership, for- . the uses and purposes therein mentioned, and on oath stated that the corporation was authorized to execute the said instrument on behalf of the limited partnership. r-S - WItTNE53-__my hand and official seal hereto affixed the "e.. day and''year -fixatr above written. - .` a • . I . NOTARY PUBLIC in and for the State • • • of Washington, residing at , My appointment expires: STATE OF WASH.INGTO:i . ) sa. El COUNTY OF _ 1 On this .a} of , 19 , before me, the undersigned. a Notary Public in and for the State of Washington, duly c:msmissioned and sworn, personally appeared emus' Bruce M. Blume, to me known to be the Managing General Partner of B & c Renton Partnership, the general partnership that executed the foregoing instrument, and acknowledged the said ' y . . instrument to be the free and voluntary act and deed of said .� general partnership, for the uses and purposes therein mentioned. -and on oath stated that he vas authorized to execute the said '-r instrument. I � WITNESS my hand and official seal hereto affixed the ^,. day and year `trot above written. ; `' NOTARY ?UHLIC .z and for t to State , ``� -to, of Washington, residing a; ` ;?,� ,. My appointment expires: its • El . i-71 ' :XY.:...- . THAT PORTT:N OF THE NORTHWEST QUARTER-AND DOVE HMLYT LOT 1. SECT:ON TOWNSHIP 23 NORTH, .RANGE 4 EAST. 'dILI.ANZITL XLRIDIAN. :N K:NG :OUNTY i WASHINGTON AND THE SOUTHWEST QUARTER AND GOVERHHENT LOT 6, SECT::): :.. !NO TOWNSHIP 23 NORTH. RANGE 4 EAST. WILIAXETTS X.1:RIDIAN. AL:. :.; :'::: COUNTY, WASHINGTON. MORE PARTICULARLY DESCRIEED AS FOLLOWS: C0MMENC:NG AT THE DUARTER CORNER BETWEEN SECTION 11 AND :4 . :. -_ ' TOWNSHIP AND RANGE; THENCE NORTH 87 =EGREES :6'48" WEST, ALONG THE NORTH :NE :r SA:: NORTHWEST GUARTER 14.3J FEET TO THE WESTERLY YAAG:N OF COUNT': 3. CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEE:. HI:.:. RO,:. • THENCE SOUTH 22 DE BEES 29'S1" EAST. ALONG SAID WESTERLY Y.ARG::; 35. :; . 'ill FEET TO A PO:HT OF TANGENT CURVATURE CONCAVE TO THE SOUTHWEST HA'::?:: PAO:US CF 256.48 FEET; 1 THENCE SOUTHEASTERLY ALONG •SAID CURVE THROUGH AN ARC OF 1: :E...,__ -_:4.57" AN ARC LENGTH 139.14 FEET TO A POINTWHICH :s 2,7 FEET _ _ -.- 1 ! f PERP£NO:OULAR TO SAID CENTERLINE CF STEEL HILL ROAD: ' THENCE SOUTH DEGREES :4'51 EAST, ALONG SAID WESTER;': HARC:. j FEET: _~ THENCE SOUTH 88 DECREES 15'C9" WEST 436.55 FEET: ' } 7- THENCE SOUTH _ :.EGREES 13'12" WEST 15.33 FEET: ._ THENCE SOUTH _ 'DECREES :: 14' WEST 95.47 FEET T ..HENCE SC: 38 DECREES .. WEST .^5.38 FEET: 11:14 THENCE $CRT.. : OREES 43' .EST 4. 9: FEET T: THE -'__ -... : . - ,?.. FC:Nh:NC. -HENCE s:.;.T.. os _-GREES -. -9" WEST :37 04 FEET; - THE NCE . S: TH-54 :EGREES :8 _ WEST 490.44 FEET TO -XE .ASTE?.-. _ '. :F THE CH:CCAD:. `::LWAUXEE, ST. PAU:. AHD PAC:F:C RA::MCA:. COME"Ati. -:_ . .A; . T=ENC= .RTH :5 :EGREES .. _, WEST ALONC SA:., EASTERLY --BO:. .-- ' : T:ENCE SN A CURVE To -HE R:CHT N.AV:N'O A RAO:Us or 41.. . . ==T .,. _ •;. 5A: EASTERLY !'ARG:N 57.49 FEE:; THENCE NORTH :3 :EGREES 11 11" WEST ANC SASS EASTERLY :ARC:. :__ :: f THENCE ON A CURVE TO THE R:CHT HAV:NC A RAC US Sr 5:2.68 FEET_�;AN: ._:: :;.; SA:: EASTERLY MARGIN 419 12 FEET A POIST ON A NON-TANGENT - 5 j% t A RADIUS CF 667.96 FEET. THE RADIUS PC:NT OF WHICH BEARS NORTH . _�-,.-. 5":8" WEST: THENCE EASTERLY ALONG SAID CURVE :::.86 FEET: t THENCE NORTH 83 DECREES 41'02" EAST 50.81 FEET; THENCE NORTH 74 DECRIES 13 19' EAST 47.60 FEET .'_ A FONT ON SO TXER:.Y MARG:H CF CHARLES MONSTER OOUNTY ROAD SOUTHWEST. LA:: - - ::$,; 'E:NG CN A CURVE HAVING A RADIUS CF :31.99 FEET. THE PAC:US r•:: T 1 -'HICH BEARS NORTH 17 DECREES 19'04" FAST; THENCE EASTERLY ALONG SAID CURVE ANC SOUTHERLY MARGIN 80.36 FEET. ;:.: THENCE NORTH 88 DEGREES C3'C9• EAST ALONG SKID SOUTHERLY :'.ARC::f .. .. FEET; THENCE SOUTH . :EGREES 56'51" EAST ALONG SAID SOUTHERLY ?'ARC:.': ._. _. -, FEET; . •,;,- THENCE NORTH 88 CECREES 33'=9" EAST ALONG SAID SOUTHERLY !'ARC • -• +-: 111 FEE' TO A POINT WHICH SEARS NORTH . :EGREES ::'41" WEST FROH '--: , _ ;DINT OF BEG:NN:NC; '.TENSE SOUTH . :EGREES :2 43" EAST .5:. S,, FEET TO THE TRUE =:-. •.. • M - . • in '. :_:. i..,:. ..:.: . .. , ii• • ..... ,, . .. " .. ... :„.:. ...... _...... ..._ _- :x.,i.:2:7 , .. . . PARCEL : THAT PORTICN CF -;+.E NORTHWEST ^ .::ARTrR CT SL�::C4 '26 TOWNSHIP CRTv i. RANGE 4 EAST. ::-:�ME.E HT . AS FO'L CWS: R:.:�4 ::; KING wL?;TY. WASHINGTCN. __SCE:. • r COMMENCING AT THE CUARTER CORNER DE':'aEEN SECT: 13 AND:N 1.t.C> TOWNSHIP AND RANGE: •• THENCE NORTH 37 ^ECREES :6'48" WEST ALONG THE NORTH :HE cT s::NORTHWEST CUART_R :214.CO FEET TD THE WESTERLY YARG:N Cr -y _ .8. CHARLES MONSTER ROADN. •. '.EGRESS,CL' .HUEST' C-" - HENCE SOL. :? eEr- 29'51 EAST Ai:,NC SA::. WESTERLY MARC::: e5 _ THENCE ON A CURVE TO THE R:CHT HAVING A RADI::S CT 256.48 FEET A _:SIA: THENCE S.:-...TX :E:REES :4 5: EAST A:DNG SAIL WESTER:': "AA:' ^ I • . i_ r` FEET; .:o.._ • THENCE SOUTH 88 :E:REES 225'09" WEST 436;55 FEET; THENCE SOUTH "EGRESS _ :J THENCE SCUTS�': 12' WEST 5.C] FEET: THENCE _E:REES :5 34" WEST 95.47 FEE: SOUTH 38 __:BEES --. EG:NN::::: WEST _C5.:8 FEET T..__ -:_. T (`+:ii4'R • THENCE NORTH : ZCRLES .', THENCE SC TY. 8o-�E. <1" =EST 41-. 9: FEE:; THENCE :.';H 85 E REES� :1'C9' WEST :33.:4 FEET: PRO -F THE -'1":A:; r „BEES 2 S- ,WEST 490.44 FEE:' TC THE -AST==._. �s.r:: ) -Fi _ PAL: AND PAC:F:_ �::.�:A: ::HPA - - THE THENCES-ER:.YE?:-:ANLCNG SA:: EASTERLY MARGIN 1610.67 FEET :. ROINr_:NT 9_TING CN A ,ti Cr "?;TY ROAD NO. 8. CHARLES MONSTER ROAC 5 PO:NT Cti „NON-'ANGEHT CURVE HAV:NG A RADIUS CF 25=.17 FEET." -_- THENCE NORTHER::' HI ALCHCH BEARS NORTH 66 CECREES 59'43" EAST: p, THENCEENTRTHY ':iA SA:: CURVE AND WESTEP.LY MARGIN 5C.5 _ .T_ - iECCR:EST NUMBER Cr A TRACT Zr LAND :ESCR:9EC :N TEE: ::' THENCE NORTH 48 :8606190933 :N KIN: CC;;rTY. wASH:NGTCN' "'* • • -rr. - WEST ALONG SAID S:r H'WES. __. _ ._. THENCE NORTH 9 ^L:RLLS 55• r ., ~;� _:5.OC FEET: r -AST XLCNG THE ES-E.tiL _:Nr. C- -.^-_ T-= .;.N. THENCE NORTH 46 GASES .6 56" r 1 ,�.: TRACT :7.69 FEET: LAST A. NG THE NCRTH�EST_.._. _:. : _- EA THENCE NORTH 4 :STRESS 2E::NN:NC. 3 - WEST i__.., FEE'. 72 7XE T.. E = .-. T _ $ :1 Ztleti i4Z _j 1 • _.) I . '!...•'4, . .'•,';:,••t••••; ,... .,!:-..0%.'•',.'!',.'':.i;;.'••,.,:' ..•...Lt.'..:.'•1:- ••,,.. .1 ,. . — .-• ,__._. ,„„.......:„.t...• ,.. !.Iiilt's.11.,,,,;.•..-7 .1 't,,-.,:.‘,.,..:,,,, ;.,.....:-r......:-I, b• , . .,,., . t •''...-**•:'t: ct.....f.'••,..,...:).• ....•,•- . .'! •, .:•;,, "• '' 'f'• •; -!'-! -•• ! , '"''''''‘cr's-^-?^.-7- .... . ,. • . . . . . . _ . . 5 04,2B I 4•:J.7 -- . . . - ,• • . ., 1 • _ . / •• . , .•,.: , .7,7:„......;.,:„.i._ .3,___3_,_.\\.• ..:--.-,;!7---rlz.....-..-_-_---_- -...._e•e4H._!____4!--311_•;.:110..." . ....."Y....tt-__2_2•_._4___..'..!;.._. . i7 • . •••• il T: --„,..........' • . 1:f c z.. Y • 1..I. - 1 I—" -- 1 I • 11- I .. • if.-- - II I i lb • 1, , 1P1 i 1 1 I I '•'" ---- ----.,_______ ' III (--- - 1 114 - i I'- . . - .., ••- • I i .. 1 • i '‘ • i I I• 1,,. ,•..7.3z.-.; . I 4 111;1 • \ti k l' I • I• cr et • ' \ 1 Z I II I iek Ct 4 ' 1 i . t . .. \\\,,,I . ‘ . 1 • \\ •\ \ e"." \ •\\\ 1 •\%. \- -‘ 4 . N „ • \ 17.-1 1:•\:, ..,.1 .g '0,1%* \ . • , . .• • .. '-' -I k : XV \ S.. .:•,\' . /- •. /r ,: ...L.:1]...:::-.7.;..-L . t,„ i , l \ i • . l •161\4: • \ \ , \ / \\\ .• .// -,'-kb:,.•'• '.‘• .‘.it if • / \ ' \s---....:'• \\1\, :1\\. \'‘.. . \•• ;- " A • . -4-•,.-- , • —\ N- ,—\ •::s.- ''''\; il // . A:- 1 , • . ______.......,..... . .. ..... .* --...,.:-:,r'.,•.-b.k-r. ...2-,i i.:• . . ‘/. I&\rI " •1 / tz , . . ,,,,,.....1• • . :, • G P. . C sa-<<. y- Fr' REOATREQUEST L. l rhll'E OF THE CItY CLERK -• RENTON MUNICIPAL BLDG. 200 MILL AYE.SO. • RENTON,WA 98055 AGREEMENT TO WAIVE PROTEST OF FORMATION OF LOCAL IMPROVEMENT DISTRICT AND/OR OFF-SITE ROADWAY IMPROVEMENTS. ... AN AGREEMENT BETWEEN B & G LIMITED PARTNERSHIP AND ELAND .•:. BUILDING LIMITED PARTNERSHIP AND THE CITY OF RENTON TO WAIVE • PROTEST OF FORMATION OF AN LID AND/OR OFF-SITE ROADWAY IMPROVEMENTS DUE TC POTENTIAL REALIGNMENT OF OAKSDALE AVE. -.: RIGHT=OF-WAY. (See Exhibit B for Potential Roadway • Realignment) . WHEREAS, B & G Limited Partnership, a Washington limited . • partnership (B&G) , and Eland Building Limited Partnership, a 1. Washington limited partnership (Eland), are the Owners of . certain real property Jcated in the City of Renton, Washington, the legal description of which is set forth on y: Exhibit A attached hereto. and incorporated herein by this reference (the "Property' ) ; and il T'i I WHE REAS, the real property owned by SLG and Eland which will ' be developed for Warehouse uses will have an icpa.:�_ on t:te rineed for street lighting, curbs, sidewalks, gutters, one-half s ti roadway improvement, sanitary sewer EinP extension, a.:d ' undergrounding of overhead and communication distribution lines currently on Oaksdale Avenue SW; ara r. WHEREAS, as a condition of the Determination of Non- Significance (Mitigated) issues under City of Renton File NO. ECFG-112-89, owners are required to proceed with design and construction of off-site improvements prescribed by City V ordinance, and whereas it has been determined to be in the best interests of the City and property owners to defer sucn improvements until the City completes it's design analysis of the alignment of Oakesdale Avenue S.W., owners or any _2 subsequent owners agree to participate in a local improvement district as authorized RCW 35.43 for the above stated improvements, when sucn local improvement district is formed in the future. Should the City determine realignment will not 1 occur within ten (10) years from the date of this agreement. the property owner agrees to proceed with street lighting, curbs, sidewalks, gutters, one-half roadway improvements, sanitary sewer line extension, and undergrounding of overneaa =; electrical and communication distribution lines abutting the Property subject to owner's rights pursuant to paragraph 5 herein. 1 I — NOW, THEREFORE, it is hereby agreed as follows: Wit, 1. Owners acknowledge that state and city law provide that ?' the City may require certain real property improvements to be made by Owners as conditions of, Ind to mitigate f. Page _ 90,09,2' , _-1 1 RECC F ;.,,n• iyq. j RECFEE Lv .,, • • . ii, I , .1 effects of, development, and further acknowledge that the consideration for this Agreement shall be approval of development on the Property without requiring Owners to make sucn improvements until a future date as aetermined by the City of Renton and as described herein. 3 ' 2. Owners acknowledge that the City has discussed and plans • • to form a local improvement district to improve Oakesdale Avenue SW to include street lighting, curbs, sidewalks, gutters, one-half roadway improvements, sanitary sewer line extension, and undergrounding of overhead electrical and communication distribution lines on Oaksdale Avenue I SW. 3. Owners acknowledge that the Property would be specially benefited by the improve--•nt of Oaksdale Avenue SW to f include street lighting, curbs, sidewalks, cutters. one- N li half roadway improvements, sanitary sewer line extension, .-I and undergrounding of overhead electrical and communication distribution lines and agree to participate 04 4n the a_f rementioned local improvement district, vnich shall be formed for the purposes of providing such. P - s. Owners acknowledge that if the existing rignt-of-way alignment,•:s' retained in the local improvement distrirr final design analysis of Oakesdale Avenue S4 fronting the the Property that the owners agree to dedicate ten (10) '; feet of.right-of-way to Oaksdale Avenue SW tc accommodate the required one-half roadway widening and, if no local improvement district is formed within ten (10) years from the date of this agreement, to proceed with design and construction of street lighting, curbs, sidewalks, gutters, one-half roadway improvements, sanitary sewer ..r. line extension, and undergrounding of overhead electrical and communication distribution lines abutting the Property subject to owner's rights pursuant to paragraph 5 herein . within ninety (90) days upon written request from the sh. City. • F-'_ 5. Owners-waive their right to protest the formation of any * local icprovement .district formed for the purposes set forth :n paragraph (3) above; and limited tc the .• improvements described above, provided, however, owners _t?; shall retain the right to protest the following: • ; a. 'he method of assessment; and in b. The amount of assessment and special benefit the Property; and 3 '}; i a• c. The boundaries of the local improvement district f and the total amount of the local improvement Q Page 2 • `•'l(+'Tic.' ;?ply/'' Fyr i, 7 } _tom , . o 0 Eli district cost.. 6. This agreement shall be a covenant running with the land 1 and shall be files and recorded in the records of King County, Washington and shall be binding upon the Owners. and subsequent property owners, their successors, and i assigns. ////// DATED this ,/`�� '-' y�' ' of 76...4e...pe1 , 1990. U OWNERS: H & G ';Ifi�iTED PARTNERSH // . ; // ; . By: ' ice✓ -i�i�l , .y.1.� J ELAND BCT�LDING LIMITED PARTNERSHIP ra 1 ' N . Dy: �,— 4- — . Mg ..r I t y - - ACCEPTED BY CITY CF PENTCN: T `• ~ By: "l1 •••; - I `\', APPROVED AS TO FORM: ti • :_, • Lawrence J. ':+erren City Attorney i :i.-. I ^.t: O � Page ] 4 d, ' -'- - . ;t. • U 0 • • • EMI • • ACKNOWLEDGED THIS / SAY OF 7��S_ 1990. • '° ELAND BUILDING L:MITED PARTNERSHIP, :;c? a Washington limited partnership By Monster Road Building Corp., a Washington Corporation By ` `.' r = Title: -t.�• ti • B & G N PARTNERSHIP, a Wa •'ngton limited warship • . :•. 1 B ce M. Blume, N +tana 4In 9 General F.sr r,er ...4 , '1 _ _ F STATE O r vc COUNTY CF ) ss. On this day of y:, me, the uOn this a Notary �' + 1990, Le, t e 'nd Pu tefc:e _' appeared duly commissioned and sworn, the State .:� /, •,• , personally General Partner or B G FcENTO: PARTNERSHIP,' to me known to eber a 7....,' that executed the foregoing instrucent and acknowledged = said instrument be the wledge t:. said instrumentp, the tree and voluntary act ana deea mentioned, -°r the ; ses and purposes tnere:n and on oath stated that he was authorized execute the said instrument. he day an WITNESS my hand and official seal hereto affi;:ea ter d year first above 4:ri;ten, • �'Q PUBLIC �� 4- �5./-. 'yw.1b or Washington,In and the State r 'c�HOTA-No 9'., .��tlX residing at i r,� My C.:=:..16C10 plz•es• AS • i rr - — .- id G a wam4 • • • • :.Fs42.1. • • • i • . • • STATE OF 11JAcH;`;G -r v Nk - COUNTY OF ; ; ss. On this me, the undersignaTa Rota Lim* day of — ` �"= c -r ry rub1ic in ana fortheyStatet0of appeare , duly co`issioned and sworn, personally `s E! A..0 J President o, ouster Rosa ui cling� ro., the to me kcorporationaown to be ~e ofaEIAND.BUILDING LIMITEDnPARTNE instrument as the generalwe partner f. --', • said instrument to be the free and voluntary and cactwand4deedhof said partnership, for the uses and purposes therein mentioned, and on oath s-,red that he '.as authorized to • execute the said -instrum nt, 1 i WITNESS my hand and official seal h the day and year first above written. ""` o:iixed !Ii; : . . ri JOT;,;:y Stat7_ 4 ^t or Washi^atan. residino at My c az.ss1 on expires: . -fZ.,'9,_ T 1 1 • I • • • . / et i =4c`6 1 :7 ." 0 0 • • U. • • • BUSH,ROED&HITCHINGS. Inc. . PARCEL 2: THAT PORTION OF THE NORTHWEST QUARTER AND GOVEROCENT LOT 1, IN SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, V.N., IN KINC COUNTY, WASHINGTON AND THE 's. SOUT'H'!EST QUARTER AND COMMIE/1T LOT 6, SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 ' '''''• EAST, W.N., ALL IN KING COUNTY, WASHINGTON, MOLE PARTICULARLY DESCRIBED AS • FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24, IN SAID TOWNSHIP ARID RANGE; THENCE NORTH 87'26'48" WEST, ALONG TILE NORTH LINE OF SAID NORTHWEST QUARTER 1,214.00 FEET•TO THE WESTERLY. MARGIN OF COUNTY ROAD NO. 3, CHARLES MONSTER ROAD SOUTHWEST AND NOV >L.NOWN AS STEEL HILL ROAD; THENCE SOUTH 32'29'31" EAST, ALONG SAID WESTERLY MARGIN,. 83.34 PEET TO A POINT OP TANGENT CURVATURE CONCAVE TO THUS SOUTHWEST HAVING A RADIUS OP 256.48 FEET; THENCE SOUTHEASTERLY ALONG SAID .._AVE THROUGH AN ARC '07 31'04'57", AN ARC LENGTH 139.14 FEET TO A POINT WHICH IS 30 FEET WESTERLY, PERPENDICULAR TO SAID • CENTERLINE OF STEEL HILL ROAD; THENCE SOUTH 01'24'51" EASI, ALONG SAID WESTERLY MARGIN, 268.00 FEET; THENCE SOUTH 88'35'O9" WEST 436.55 FEET; THENCE • SOUTH 02'33'12" WEST 115.03 FEET; THENCE SOUTH 70'05'34" WEST 95.47 FEET; THENCE SOUTH 88'37'17" WEST 105.38 FEET; THENCE NORTH 1'22'43" WEST 437.90 • FEET'TO THE TRUE POINT OF BEGINUING; THE CE ECUTH S8'03'09" WEST 283.04 FEET; 'w THENCE SOUTH 54'29 r 1nrl 'JEST 490.44 ?LET TO TEE EASTZELY MAIGIN 0? TEE CHIC4GO, N MILWAUKEE, Si. PAUL AND PACIFIC RAILROAD COMPANY RICHT-OP-WAY; THENCE NORTH 28'11'33" WEST ALONG •SAID EASTERLY MARGIN 115.75 FEET; THENCE ON A CURVE TO N THE RIGHT HAVING A RADIUS OF 411.73 FEET ANDq ALONG SAID FEET; THENCE NORTH 20'11'33" WEST ALONG SLID PMARGINY 156.01 MARGIN F ,ET; " THENCE ON A CURVE TO THE RIGHT HEAVING A RADIUS OT 52 68 FEET AND ALONG SAID 1 Yr'v' Cl EASTERLY MARGIN 419.12 FEET TO A POINT ON A NON-TANGENT CURVE HAVING A RADIUS •:.. OF 667.96'FEET, I:a RADIUS POINT 07 WHICH „ "" EASTERLY ALONG SAID CURVE IO2.86 FEET; THENCE N RT1I83'41'O2° EAST 0.831FEE ,,4 SCE NORTH 74'13'19" EAST 47.60 FEET TO A POINT ON TEE SOUTHERLY MARGIN OF -1'^ CHARLES MONSTER COUNTY ROAD SOUTHWEST, SAID POINT BEING ON A CURVE HAVING A RADIUS OF 238.99 FEET, TEE RADIUS POINT OF WHICH BEARS NORTH 17'19'04" J THENCE EASTERLY ALONG SAID CURVE AND SOUTHERLY MARGIN 80.36 FEET; THENCE NORTH =J; 88'03'09" EAST ALONG SAID SOUTHERLY MARGIN 470.93 FEET; THENCE SOUTH 1'55'51" r \r' EAST ALONG SAID SOUTHERLY WARGIN 10.00 PEET; THENCE NORTH 88'03'09" EAST ALONG f .? '..j SAID SOUTHERLY MARGIN 26.53 FEET TO A POINT WHICH BEARS NORTH 1'22'43" :EST ' ?EOM THE TRUE POINT OF BEGINNING; THENCE SOUTH 1'22'43" EAST 450.00 FEET TO ..-t THE TRUE POINT C? BECIN:2INC. CONTAINING 450,000 SQUARE FEET, MORE OR LESS. vim+ 0 �0.L nlrC \t`OF 'js 4), BLU ME DISTRIBUTION FACILIT fR: BENTON, WASHINGTON ».4 d �' BRE JC3 NO. 89219.04 O w (4, J e -U 6 FEBRUARY 7, 1990 i. S L U R n3c•.ta i r; 0 • • 4 BUSH.RCED Sc HATCHINGS. INC. PARCEL 4; THAT PORTION OF TEL NORTHWEST QUARTER 07 SECTION 24, TCVUSHIP 23 NORTH, LANCE 4'LAST, W,M., RISC COUNTY, WASHINGTON, DCSCRIELD AS FOLLOWS: COMMENCING AT TEE QUARTER COINER BETWEEN SECTIONS 13 A.4TJ 24 IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87.26'48" WEST ALONG THZ NORTH LINE Cr SAID NORTHWEST QUARTER 1214.00 FELT TO THE WESTERLY MONSTER ROAD SOUTHWEST; Y MARGIN OF COUNTY LOAD NO', 8, C �Rg MKS SOUTH 32 29'31" FAST ALONG SAID WESTERLY MARLIN 85.34 PM; THI9CE Cu A CURVE TO THE RICHT HAVING A RADIUS OF 256.48 FEET A DISTANCE OF 139.14 FEET; THENCE SOUTH 1.24'51" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88'33'09" i VEST 115.03 PEET; THENCE SOUTH 70'05g 34" VEST 7 5.47 FEET;ST ENCE•SOUTH 88.37'17" WEST 105.38 FEET TO THE TRUE POINT 07 BEGINNING; THENCE NORTH { 1•z2'43" WEST 437.90 FEET; THENCE SOUTH 88.'03'O9" WEST 283.04 FEET; THENCE SOUTH 54'28'10" WEST 490.44 FEET TO THE EASTERLY MARGIN OF THE CHICACO, t MILWAUi.E, ST. PAUL ANa PACIFIC RAILROAD COMPANY RIGHT-OF-WAY; T!TPJCE ; 'SOUTHERLY ALONG SAID EASTERLY MARGIN 1610.67 FELT TO A POINT CS THE WESTERLY i ' MARGIN OF COMFIT LOAD NO. d, CHAELLs hONSTLR ROAD, SAID POIH'T P.2ING O1! A NON- - TANGENT CURVE HAVING A RADIUS OF 250.37 TILT, THE RADIUS POINT OF WHICH BEARS r -7 NORTH 66'59'43" EAST; THENCE NORTHERLY ALONG SAID CURVE A.ti WESTERLY MARGIN _� 250.59 72ET TO THE 80UTH1+ZSTLRL7 LI.E 07 A TRACT OF LASJ DESCRIBED IN DEED FILED mil LECOEJ:LE'S No. 8606190938, RECORDS or SAID COUNTY; THNCE NORTh I =3'I:'23" VEST ALONG aAID SOUTHWESTERLY LINE 420.25 ^' 9'01'35" FEET; THENCE NORTH LAST ALONG T WESTERLY LINT OF SAID TRACT 125.00 PEE'; THENCE :i'^$Tii .: ) 46.16'S6• LIST ALONC'TN! BOLTH4ESTLRL7 LINE 07 SAID TRACT :7.69 FEET; THENCE ;� NORTH 4'58'17" VEST 410.23 FEET TO THE TRUE FOINT CF EEGINNING, CONTAINING . 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"...L.'. • . • . -3i14.1 &_..tdtp.'.4'16T ...-:. • '.I- ..: .." • • ' .. .....: i .1. 4c.a•.• IF •:Plki ". ;14 I,,,••••9 •i.‘,';.'•'..1- • -',._;,..• i . ...'.. 0 • t— ' „.•.--• --..--....-.- s.., '44.1•'4' il."1 —i .... ... ;.• . • 7-,...1., •• • . ......(.7 . ....:.;t, 'If g 11,..„ Et...•.;:.: '74. :, . • 4...^' :--,'.f.. i • . . • . I S I , • RECORDED AT THE REQUEST CT :S AHD AFTER RECORDING RETURN TO: GARTH A. SCSIEMEZN, Esq. •` 1 FLOYD i SCHW4LEIN, P.S. • • 2505 Third Avenue, Suite 300 1 Seattle, WA 98121 t 3 REGIONAL DETENTION FACILITY PUMP STATION 1CRELKLET Ana RECIPROCAL XISENE3fl1 I This Regional Detention Facility Pump Station Agreement and - - - • Reciprocal Easements. ("Agreement") is made-as of this day of a , 1995 by and among the-Seattle Area fl mbing , •• _ and Pipefitting Apprentice and Journeyman Training Trust • ("Trust"), Eland Building Limited Partnership ("Eland"), Jefferson Smurfit 'orporation ("JSC"), B & G Partnership ("B&G"), and King County Department of Metropolitan Services ("Metro") . • N s .4 RErITRT 73 i -' r.D A. Eland, JSC, Trust, B&G, and Metro own parcels of real J property located adjacent to or Haar each other in King County, Washington, described respectively in exhibit A _ 7 (the "Eland Property") , Exhibit B (the "JSC Property"), Exhibit C (the "Trust Property") , chibit D (the "BLG Property") , EX)'libit $ (the "Metro Property") (all of the foregoing are collectively referred to herein as the "Properties"). J • III B. Surface water runoff from the Properties drains into f portions of the Trust Property and the Eland Property, ) including a detention pond located on the Trust Property (hereinafter referred to as the "Detention j Pond") . + . - C. As a result of the volume of surface water runoff from . II the Properties during certain storm events, water col- 1 lected in the Detention Pond overflows onto portions of the Eland Property and the Trust Property. • D. in order to'ailow for future development, and to pre- vent further overflow, it is necessary to design, con- j _ struct, and maintain a Regional Detention Facility and f Pump Sta• on, together with all appurtenances, pipes P rz. end ease. _ats (the "System") , which will evacuate water .. from .r,e Detention Pond when It reaches a certain ':: I'- -4. » _ L.:r-. •. ..;..`r•• :es.. , .•: ' ._i:.. :n.., :r.8 i:ee1^. .` • . -• -. •• • _e- enan:r t`e S' stbm ... eCCurcen:• •:t.. _r.7 1 I,wiiun." -1- 1 A ; ' � ."•.t�d.�cr'.+ - J. 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'fTsaTlo.da•J '■yard Paaos• pas ;rJ;J •qa Jo ■sTaa+d -- oa+d•ayt 2uTo2SaeJ • IIT p•glaosap raosasd sq; •g a; sc1 oy asnn4 'a•TT•2 •9aasq Po' • a r ' 's } • • : Mia°'I Pat at•,spaq; 'p 'r 'IMF •2o391 P•atsdd■ iiT*mtasd '6Z6T 'TTJdy Jo LtP RSZT•sT44 q atrapaoi e� c t■oaow '�T7 m L7une0 a 4tg7 a•TT•2 s9s>•� •aoa4u;grti Jo s;w;E :{, 'd egg ssT4ay gv.ru ••Lo4sd panes '•+T•H mnapaoz o.Intr • ,ss go atsaprsl •r '. .a t • 00a4t �a4�j � H '6Z6: 'TTiavITT,Ja L :421 •q; ■Tqi u4 '14442_ ] o. so' 4• s Tw•s pas sputa aao 1st olamoa.q sum • q,C L ooasaoc;1"1 a/ WI X °3••14atd .AJT•5 aT•ga pas 1a+oaa2t lam • ;q4 Lq •aaoq LTr■obr sq Titq* •cTT •dId pits at altdoa asdoz' u; ='uSf••4 Pat --°uTIIT•4a;tc �. • Ti Jo , vu; o4•4sq ••T4atd •q; a•say.sq put /q po•aSt Tut pooylaopaa as;.st.7 ■; 4T Puy' • ' •ra-,•q a;sq; Pm laud Trsooss sq.; Jo rcIt-rod PTr• egg c; pat '•a;sq PT,' 'ittal4••ds•J 'So;yard PTA •q1 prim r4m2;a psaasa:7 pro•, •Sz4 /•Tog o4 pus Aria o1 -- 9a•�j .� t •�+ J° sJTi •q3 9alaap salt td d t+ i rp pToatd T PT q P•Tz*o a•aus •q; Jo JT*q•no •sn o4 4T.•iIa TAD _ _z. IA MI 'WWI ProsIJ 0: 4mma9 Lasasq stop 'P•4*}1 tangs st 'aol;s t.p;raoo Ty'•b• a Jo; Lyatd paoo ( _ `v caT ail es oa3■ sari •dTd PTr■ aaJ L■a Jc 3t�'Ta ■ Arad posse' FT*s •W mom aaass :_L0. • • �`�1 tj pq vTtdT4a►d y+agJ nut 'p.alwsao• aI•ssq ■1a•acsa9t pat ■sutoaaco •q4 Ja �[s•a+PTruoo sg7aq; ,r, . sap] paq aT rota o; rtTnP • o Jo mar •q4 3o swims-mm=0 my pus -.. •nao,J*-ImiU -� uf� =aoD cJsa+i'4 JO ,co ern •q3 Paw wan •dTd pyis t i st9•a aa•.■:U.Bt L_ - 'na• 04 sd Ttcsat'aT•g4 aoJ sup aoa s•Ty.r•d PI% • a �'."`. 1. 1b — . Par rr c- -- 1 1Ag-- _: •1.4a p•Saawo as2ta •01 Jo II.OU sap Sift 01 a011:: .a=i aau mM .■.,. - aid fir„• � •,�. _ ---- —• --- • - -. �—-- --- - - — - MI-- t; of the aeons _ gr dlmeoaiaal sae the andsroroasLaL etiutiag at that nest tadv the trackm of thePerri+ • fi: covtpar{7 at said plans, said onderoro.. mollom Sato a w�� ' r�Y_: in+S to be loeabel xxeava the soss�-l++•�► t.! a'rt7'2,7 1 r_Tsi-- -:7-• -mentioned is said deed. Said looaticen being between + .. _ engineers_ Station's 47L+D3.4 and 4.Z+S7 of the Mere d ginsere_Stational of said Railway Comtny s main freak, and .irse aid do Nil, I Whereas:, gr erea . sand and by virtu• of a certain aea,veat, dated the lath day .! Man1921. by - and, endChristian Jorgensen end Au Jorgensen, his elf., as parties of the first part, and the Chicago, Milwaukee USSR e et. Peal Railway Company, • corporation, predeoessor in interest or the Milwaukee Cm -et the Partlu tLall Oregon CampnRy, a corporation, as second parties, it may' awl was stipulated and agreed, moan other things, that IIMERNIE said second parties would at their as sort and re17, sad expense ecastrnot and maintain said utkierorosoiag re- �6 ferred'to in said-agrwesent as a 'Z=bsat Bridge' looated between 2o,giaeers_Stations 472+81.4 and 472a67 11 of the Enginer._ Stations of veld railway, as aforesaid; and L: at the wrens. Whereas. that oertain 2-Bent bridge, known as Bridge FF-150 was constructed •Se pu-tiu� - PR'os1=tal� alb Y� ill such looatiom so as to provide for said opening under said traokk referred to in maid dead, and is laid agreement, and such bridge 1a■ since been maintained as • part of said railroad; and th:eam, under and by/Irtna of a deed signed o .. . sealed and e, predecessors ss or inoin a re 23rdo day �..• of September. 1882 by Christian Jorgensen and Anna Jm•genson, his wife, predeoossors interest c! thePI Raleasors, a r14it of way was granted to the Puget Bound where Railroad, a predecessor in interest of tel. the Pacific ConpaaY, across the lands hareinbefore described, which deed provides, among other things that the grantee therein shall construct and maintain the a through its embankment and under its franks and ty• aoros. the right of way :conveyed in said deed an undercrossing through „�a Cos- Bridge do. 10 of said Paai- =� pent''• main line, anal f au and lades Whereas, the said Bridge known as ta m Bridge So. 10 was ooaverted ■pproiimately at rh loeatios :c ex so a■ to previ4e'for said uadercros.iag and opening under ■aid tracks referred to in said deed, and said _� bridge has suss been maintained as • part of said railroad, and nosledged, aw 7 therms, the Railroad StmEanias desire�o'alose scot o u free seta alPgs sad fill the rinse beneath said Bridge 719-160 sod said Bridge So. 10, and the Releasors are willing thrt such work shall be daps 4 the Railroad Campasirs, and said openings ®der said bridges and florae said tracks closed under the 000di111111 - :a first erne time hereinafter set forth; Nam morel :e, in consideration of the premises and of the sea of Eight Hundred n o Dollars, lawful saney of the United states to e (0eipt0of Sta th Sal hand paid by the Railroad Caopaniee ro :he mow offal.l consent to the which is hereby acknowledged, the Releasors herebyr underneath heah cloning of said openings the tracks of said railroad and release the Railroad Companies, their suoo,ssors and assigns, from: m 330 at 17 nix • _ all obligation, aa7 IanId gal inn, whether by virtue of the provisions of said deeds hereinbdore described, or by wirtae J _�; • • ooftheppr•ovisions of said agreement hereinbefore described, or ty operation of law, to maintain said apes-o. d ape - ditor ugh the embankment and underneath said railroad• t='aaku, or said 2-Beat Bridge F7-160 or said Bridge No. 10, or any crossings or openings at said lase - P over, carer or across the truka of the Riil- J road Campmate. for the benefit of said lands so and by the Re.aasors, or any lands. ' rain releue shall bind, not only the Rale...ore, but their hairs, adeindstrators, wipes mad . ••euooessors in interest in and to the loads h•relabefar• described ale now o owed by the. 1 :: In Witness Fharear', • Re1•asors have hereunto ■•t thine hands • - E. Rim - cod peals the dry and year _Y�' -. a, all of ilk '--`-Y first above written. , f lad Pei."::hi% Genres H. Jorgen.a _- ashli+gcmILL. -- en (Beal) 21..amor G. :orgensen (Neal) ', sad Iartsn 111.11117 Otto Y. Jorgensen (seal) 1 ,'; said ICi+*� 11 State of •,driaston., Area D. Jorgensen .:ectirsly en, Coaaty of .!Sind. ;as. (Seal) - -� II, 2. 2. Lang. a rotary Public, do hereby certify that on this 2•M day ' • Banally appeared brines le- Georg. ?. 'Jorge weal and Eleanor G. Jorgensen. `..'a • of ►pent, 19J0, per- - �_ fie. sad Otto Y. .Sae-gmam, �.fe__ ?owe ,m :V; and An S. J cal wnsea, 'ale win , to as known to be the 1ndlridnal, describedmantel and who act+d the (with- ', and 5; i ' iastrnt,aad acknowledged that they signed and eeal.d th• same as their :Tea and voluntary ::. ris 5�• an .7. deed, for the ns.e and pur=age■ therein mentioned. act mad •: .�;: per: c. =, gingtill Given manor say tea' sad official seal this 2bth day of hill .e C61pe47. '- Y n• B. Notarial deal i manor ::30. ti.... R. B. Lang of qe use !Coo. Ron. April :. _:SS; ;•:fi`" "1 _• , ,.„, rotary Public in and for the C iry state of Ha ;. _ •.- z • ; sad Approved as t� yerlln� ton. SoeidlyrS at Ssatal•, therein. R. J. kiddleton Ss wife, last. Chief Engross . .2 ''--_ •'w:. :. aled S:• ?p1• MI ?ors approved,pro. IEN .••.•:..�'� �a iaa.L y-Y S. Crawford - • -• ..�.,�T Li:Li raiYyffili 'lanai-Li� !Jet. -:tT. Y '. ASOMENEZIf0 .r, ltti7l-1B6 r ` 7• #�,..s• :. "acme at request of Ciiaage. YSlxatJne, 8` `t. aim. pant D. • PILO. Re a., Nay 3, 1 'r - - LBW ,' _ 02254 treorRe A. Grant, Corms.Astor. 11/244-24 • :60221B Arthur B. Robinson, et to "`-+� • .r To Quit-Clain Deed William llaLibbin •.- Statutory Quit Clain Deed __ lh• irraatars, Ahtu•Bartlett Robinson and his ,if., Florence o..�. . in octaaiderattm of t.5 suitable o_rro e dollar and other good and ,o�`' af a°ntult, tq ;, mslderatioa, om>.uy and 4altro014a William L'cKibbi.:f all interest in the folloein.; described real eetatar y The Fist half of l,ot eighteen and all of lot lliaeteem, in block four, Jae, Dirisim Lake Addition to Seattle, Rash. eft v, situated in the County of Xing, State of Washington. Dated thin 15th day of Marsh, I. D. 1929. t• 4' - Arthur B. Etbi,-.ton (Seal) • (i'i. State of Wasdtiagtm, Mrs. Florence Robinson (Seal) • V'• �. County of Kira. • 1 ^� Ca thin Bth dal of May, A. D. I929, before m• t '�,• , the,�eraigaed, a Notary Public is and fer .t State of Washington, duly oormiseioaed and awara i �' r personally appeared Arthur Bartlett Rct,lym • l ! _ W e wife, Florence Robinson, to we liCest•to be the indiriduala described Ya and who ezacutedg 1 � t Saatrtmeat, and aalflaowledged to ma that theysignedthe f@ i • g:t and sealed the said instrument as t 1 tmtary act and deed fur the uses and purposes therein mentioned. their free td,y. ' � S • + '1• �• i' writtaa. Wita•es ay hand a o official seal hereto affixed the day and year is this oertifieats abon j ; 7? ' • (R. H. S. Notarial Seel) b ilf '1 .(Cm. Ws. Deo. 7, 1332 ) Robert F. Scott l'; : CC r•t is � ,. .T 4 I . Notary Rtblia in and for the State eft.* , •. Si ;''' ,r 1 ingtoa, residing at Seattle. `� CS I;1 ' . Flid_ for eoord at request of •tt. MoKibbin !lay 3, • I .. _ . 1930 at 43 sla. past 9 I. Y. Ye ' 1t•: ).� George Grant, County Auditor Stu .{t} 1 ,, IS02221 P. C. Stilling; et vs Cat i M ' t '.'. ). I o _Richard Oerrisaa, et tzs Warranty Deed !'h¢ _1 The Grantors, F. C. Still and '� drz+ St111 }! consideration of Ten io, him wife. of Seattle, Wad e"• of (' •= ($10.G07.,"allara, and other valuable lagtca', fa'ad L •f_\ warrant to Richard eAnJiderati0a Dollars la hand paid, �� cri Carriaoa and Kathryn Garrison, his wife, also of Boatels, WA -on, the gemr•w o : For: following described real estate: • lot t:•.see ■even - I, f �- -. 7 . la Block semen IT) - _. ' Seattle, with the , of H. S. Turner,' Interlaken tidltio to •±• els7/ ^irr -,- app�teaoet th.retmto belacging i �( � situated in the o0�7 of life, State of W }' (7' 'rr !eo l +fie Dated !<osareasr. loth. 1. , :3 !eh1 5.pa. imams . t itilliaa A. Gilmore = Alice S. Z'ozel P. C. Stilling -� An»a ` •- Stat• of We St1111 g ;* -�602�46 Z. has. county of flag. .=a. _ 1,; L la Is ?b Cea:L"r :at Sa i�h aav GSL•ore, • l:otar Pau l ' 7 Public in sad of Ncmeob er, • for the ' 'A' .y26, :efnre ne, Alll7 a a is,:• P. C. Stilling and ea y 1:l =r, la rlseatt of sea tiagtm, drily a�stlsaleatd sad s.ota rorsccaiif e/ i"1 and . f P. eattle, 7a 4 Abed 13 Lad rho •zeoc a ahln.,tm, to 3s k7lorn tc :e c e Ldimi_'aalt Ir �`�: that �' sore a• their YYee trmant• sad aokawl +,.d' aaa mullmy� act wad deed fm- t:• a... =edged tom that .`.s-/ slged• and reaid y Comm f 1 VINE f +:La.•• a7 bond p-vane• enti=ed. .:::r. or. A. ar and cf.leial seal the dam tner•1a • F. ;7.:•_,;_ S. Notarial Seal. and year La this a - a rt:^'cett fl.crt a.or• r.:tt�• f� )) :►e:�ll-. Coon. Fs. /et. 17 willies i926} Elan A. Gilmore i'120c Star! l'sb110 cad ._. ^_`a Stato of at' .. by at i 7� IIC MB�s 1 Fl l ed tar r.e....1 _ I ,^ -' . :ri • e:tist of t• rlchard 'n resldlyj at Seattle. �'; La Hat Garrison, May 3, d, :csoat63 _-ia. a.•t9l• Y' AIN • niagt ceorge A. ;,rant, :cosy A.ailt:r s' "�I' sole tt me IERIMIDomodoilmimma. ® at era H _. Ill • . i Richard J. Olin 17. Foster Pepper & Shelelman - • 777 108th Ave. M.E., 71500 • . I•. Bellevue, WA 98004 SEWER ''�'=.. EASEMENT This Sewer Easement is by and between ELAND BUILDING LIMITED PARTNERSHIP, a Washington limited partnership ("Eland") , and B 6' `:1 • C RENTON PARTNERSHIP, a Washington partnership ("B & G") , Eland is the owner of certain real property located in the ' ME ' City of Renton, Xing ton,County, Washing described in Exhibit attachedmore •particularly hereto ("Parcel 2") . B & G is the N owner of certain other real property, �.'• in Ex b' P Y, more particularly described zi._LtL1,attached hereto ("Parcel 3") and in Exhibit 4 attached v hereto ("Parcel 4") . V1a. ; �.. for the purposes described herein and subject toothe grant provson, hereof, over those portions of the real the provisions Exhibit 5 attached hereto •:nlch are located in Parcelr described in 4 (the "Easement Property"; . or Parcel •• :;rant cf E.semer.t. al Eland hereby ;rants, for the benefit of Parcel 10 - Parcel : and Parcel 4, d non-exclusive easement over and a,..,,.,, those portions of the Easement Property •;nlch are located or. Parcel For tne purpose of construct:o-, a sewer line and ail convenient appurtenancesn and theretointenance c i (b) B & G hereby grants, for the benefit of Parcel 3 and Parcel 4, a non-exclusive easement over and across those portions of the Easement Property which are located on Parcel 4, for the purpose of construction, operation and maintenance of a sewer line and ail convenient appurtenances thereto. r_ 2. Comeliance wirti r Eland and B & G shall at all times exercise their rights hereunder in accordance with the requirements • and applicable statutes, ordinances, orders, rules and regulations of any public authority having jurisdiction. str' ^^ on. There over, across or upon the EasementsProlertt an be built or maintainer ' s cr other .:.�' obstruction which would interfere with the uses thereof efor sewer 1.7 line purposes. The parties acknowledge that 2 may place a rail spur across the Easement Property and thatasuch structure snail not be deemed an unpermitted obstruction as long _ as :t does not unreasonably interfere with the construction. • 111 . • operation and maintenance of the sewer line, to which this easement applies, and all convenient appurtenances thereto. i • 4. Construction Easement. Eland hereby grants to B 6 G and its- agents an easement, for the purpose of construction of sucn sewer line, over such portions of Parcel 2 as may be necessary to .,, construct a sewer line serving Parcel 3 or Parcel 4, provided that the owners of Parcel 3 and Parcel 4 and their agents shall use reasonable efforts to minimize disruption of the operation of Parcel 2 in connection with such construction. 5. Manner of Construction of Sewer Line: Allocation of Costs. Any person performing sewer line work on the Easement Property shall restore the Easement Property to its prior.condition following the completion of such work. All costs associated with installation, repair, replacement, and .maintenance of. such sewer line, including the costs of restoring the Easement Property, shall be .allocated among the owners of Parcel 2, Parcel 3 and Parcel 4 based upon the relative t:enefit received by the respective parties J from such sewer line. 11 :1 `C 6. Release and Iniemnity. The owners of Parcel 2, Parcel ' ' ' — 3 and parcel 4 shall each indemnify and hold harmless each other .. from and against all liabilities, damages. obligations, losses, claims, actions, costs expenses, .ncludir.q .,..,rneys' f'.as, arising from any act, _rissicn cr ..._gi. encc of t::e indemnity , party cr its contractors, licensees, acents, servants, employees, - guests, Invitees, cr visitors .n or about the Easement Property. , or arising from any injury or damage to any person or property occurring in or about the Easement Property as a result of any act. omission or negligence of such Indemnifying party or -,.ms.. contractors, licensees, agents, servants, employees, guests. ` - invitees, or visitors. 7. Reciprocal Termination. Notwithstanding anything herein to the contrary. in the event any lien is foreclosed against any parcel which is burdened by any .easement or obligation granted hereunder in a manner that has the effect of extinguishing suen easement or obligation with respect to such parcel, then upon such foreclosure such parcel shall no longer enjoy the benefits of any . • easements or other rights granted hereunder. 8. ;7o Merger. The easements granted hereunder snail not . merge with any other estate or Interest in the real property affected'hereby. • 9. Successors and Assigns. The burdens arising hereunder ' ;. shall run with Parcel 2 and Parcel 4, the benefits arising hereunder shall run with Parcel 2, Parcel 3 and Parcel 4, and the 0 foregoing.shall be binding upon and inure to tne benefit of the successors and assigns of Eland and B & G with respect thereto. ril Oil RE ie .1. 10. Arbitration. :n the event' of any dispute arising from this Agreement, the disputants shall submit such dispute to binding arbitration by a panel of three arbitrators in accordance with the Rules for Commercial Arbitration of the American Arbitration Association. :1. Attorneys' Tees. in the event any suit, srbitration or other legal proceeding is commenced arising from or _n relation to this easement, the prevailing party in such proceeding shall be entitled to recover its costs of suit, including its reasonable attorneys' fees. DATED: cgs , 1990. Eland: v ELAND BUILDING L:!!ITED PARTNERSHIP, i Washington limited partnersnip By Monster Road B::ilding Corp. , -c: a Washington corporation 11I ',ftle: i ,0„,..:,., - e 6 z. B 6 G RENTON PARTNERSHIP. 3 Washington general partnersn:m By 1 .!Lcs2 - _y.��_-- Bruce M. Blume, .a naging General Partner • STATE ss. COUNTY OF • - , • ) On this day of , 1990. _ before me, the undersigned, a Notary P_b1:c _n ana _ne State of - , duly commissioned aria sworn, personally appeared to me known to be a _ General Partner of B 6 G RENTON PARTNERSHIP, the partnership that . executed the foregoing instrument, and acknowledged the said ' . instrument to be the free and voluntary act and deea of said YL wt ?V . - 7,4 S _ 1 L I, partnership, for the uses and purposes therein mentioned. :nd on oath stated that he was authorized to execute the said instrument. r i i ! WITNESS my hand and official seal hereto affixed the day .704111r714,rst above written. ail.. III ...0.? a ,� • y :c. N O T,I p m- ��,: a Pf m p! NOTARY PUBLIC In and for the State ," :-'•r v N ` of Washington, residingat 0 e11C .,I 3: • —...A.SH1t0 ge��f,' Hy commission expires: STATE OF _� ) ss. COUNTY• OF ' _ 1 On this day of 1990, before me, the undersigned, a Notary Public in and for the State of duly commissioned and sworn, personally C appeared to me known to to the 77 of Monster Road Building Corp. , the corporation that executeo the foregoing instrument as the general • Gartner of of ELAND BUI L.,-.'iv LIMITED PARTNERSHIP. and acknowieaced the said instrument to se the tree and voluntary act and dee•i f oaid partnership, :or the uses and purposes therein mentioneu. :na on oath stag• _n.:,t -.? .as authorized to execute the :aid • Instrument. WITNESS my nano ano official seal hereto affixed tr.e day and year first above written. . �RRI 1 c_` .:NOTARY PUBLIC _n and for the State • y if Washington, residing at ` • 01 �.4'SS;py f.! T.r -'.m, `cn: •a A =:at My commission expires: i; 1.,,'\aif.' (6 2oio03 y., Win. • `Zi;�yl9q� ` ' - SHIC4,,,;,' 1 $ . . • l • I J s• • !!!! • • • _XH:3•- • 1• 1 THAT PORTION OF THE.NORTHWEST GUAR;ER. 0 GOVERNMENT L0T I. SEC TOWNSHIP 23 NORTH, RANGE 4 UST, WILLAMETTE xERIDIAN. :N KING CO;;NT•, WASH/NOTCH AND THE SOUTHWEST QUARTER AND GOVERNMENT 'LOT 6, SECT::; TOWNSHIP 23 NORTH, RANGE 4 UST, WILIAHEITZ MERIDIAN, ALL :;t K:::C i COUNTY, WASHINGTON. MORE PART:C;.�.JIRLY DESCRIBED AS FOLLOWS: ice. COI' CING AT THE QUARTER CORNER BETWEEN SECT:ON 13 AND 24. : SA:: TOWNSH:P AND RANGE: THENCE NORTH 8' DEGREES :6'48" :1/2 NORTHWEST QUARTER "EST• ALONG THE NORTH LINE Cr S:.:O THWESTS UARTERR1:14.. FEETTO THE WESTERLY MARGIN CF COUNT': - SOUTHWEST AND NOW KNOWN AS STEEL HILL RCA::^ ' THENCE SOUTH 22 DEGREES 29'11/21" LAST, ALONG SAID WESTERLY KARG::t 85 FEET 70 A PC:NT OF TANGENT CURvATL'RL CONCAVE TO THE SOUTHWEST HA'::;:C y _ AAD:US CF :56.48 FEET: THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH AN ARC V _ 4'57", AN ARC LENGTH 139.14 FELT TO A POINT WHICH IS 30 FEET . PERPENDICULAR TO•SAID CENTERLINE OF STEEL HILL ROAD: ^c�•tr' THENCE SOUTH .H CEGREES :4'51 LAST, ALONG SAID WESTER:.': ",ARC:`: •i s _: • THENCE SOUTH 88 DECREES 35'09" WEST 436.55 FEET: -HENCE SOUTH DEGREES ]]'12" V FEET; _HENCE SOUTH CEGREES 05'14" WEST 95.47 FEET: HEN SOUTH 88 CEGREES 37' WEST C5.38 FEET:NCnTr -E:AEES HENCE -- . . _tiC£ -v -H : ECREES ] C9" ':EST :83.CI FEET: 'F NCE ^H-TH:- CECR£LS :d WEST 490.44 FEET -: THE EASTE - - _ :r . - - __WAL'K££. PAUL AND PACIFIC RA:LACAC :OHPAN• - - � .. --NCE NORTH ._ CE:RE_ZS :2 WEST ---__. ALONG SA::, :15TEi LY "AA:: :A:C�E�1ONEA:C RVE CCRC:N 5HE/9 CHT HAV:N: A RAC:US CF t FEET - _`Tti:E SCA-M, O£:AEES __ _]�vEST FEET .,. _ --- A:.:NG SAID FASTER:. :AR::. _ THENCE ON A CURVE TC THETHEN ES A:'% RIGHT HAVING A RADIUS Cr .123.68 FEET AN: __:: 7. .A MARGIN t:9. :: FEET TO A POINT ON A NON-TANGENT� RADIUS•CT 567,96 FEIT, THE RADIUS POINT OF WHICH BARS NCR-Y. 6 ...:-..A:.. le THENCE EASTERLY ALONG SAID CURVE 102.86 FEE:; ' THSCE NORTH 83 DECREES 41'02• UST 60.83 FEET: THENCE NORTH 74 DEGREES 13':9• EAST 47.60 FELT TO A POINT ON THE SC THERLY MARGIN or CHARLES MONSTER COUNTY ROAD SOUTHWEST. LA:C - _ °E:NG CH A CURVE HAVING A RADIUS OF :3ti.99 FEET, THE RADIUS ?C:ti'- ,_ WHICH BEARS NORTH 17 DEGREES 19'O4' :A,ST;THENCE EASTERLY ALONG SAID CURVE AND SOUTHERLY MARGIN 80.36 FEET HENCE NORTH 'di DEGREES 03'09■ EAST FEET; ALONG SAID SOUTHERLY KARC:`: THENCE SOUTH : CEGREES 56'S1■ EAST ALONG SAID SOUTHERLY MARC:N `` FEET: EAST NORTH 88 OECR££5 03'09" ALONG SAID SOUTHERLY K.ARG:N :5 `: FEET CO PONT: -'HIGH SEARS NORTH :NT Cr SEC:NH:SC: - :LCR=LS :2'40" WEST FROM -;T_ - THENCE_SCUTH - : .CREES :2 43 :1ST 15C.00 FEET - THE TRUE --• -• ...-_ • 1 r • g :YH: • PARAR 3, __Mg THAT PORT/ON OF AS • R FOLLOWS:4 EAST, WI..E NORTHWEST AN -ER OF SECT.'CN 24, TOWNSH•LLAME;'T= :N KZNC COUNTY, WASHINGTC!t, -E CR CO14f£NCINC AT - 5.A:3: . TOWNSHIP AND THE QUARTER CCRNER ar7 Emi SECTION [ i ,�.� 'HINGE NORTH RR7Np£CRE£S 26'48" W 17 AND 24 , sti NORTHWEST QUARTER 1214.00 FEET EST ALONG T�'£ NORTH _4£ CF 8, C:�ARL£S MONSTER ROAD SA:: THENCE SOUTH 32 DECREESSO�NWEST THE WESTLR;Y MARGIN CF CG 'tiTy _ • FEET; 29 S1 UST ALONG • THENCE CH A CURVE TC SAID WESTERLY "ARG::; -••-:;:v:. =F 1]9.14 FEET THE RIGHT HAV:HG A f _'HE!1C£ SOV;H 11D£CREESRADIUS "F -6.:d FEET _ _ I '� THE TRUE PO 24'51" EAST ALONG SA:D W :• ,=:' ZNT OF BEGINNING; WESTERLY ' "1A , - THENCE SOUTH BS DECREES ]S' • V-�"RG"' :60 f THENCE SOUTH DEGREES ]]'lZ+ WATT 436.55 FEET; . THENCE SOUTH 70 DEGREES O5'34" ::5.47 FEET; THENCE SOUTH 8l DEGREES 37 ;-"WEST 9S.{7FEET; 1 THENCE SOUTHSOU4 WEST ACEGREES S/';-.' :JS.]� FEE:; . TRACT CF410.23 -F �.1N0 DESCRIBED 51'17 UST FEET T 86C61909]], :H KING :N DEED FILED - THE ti'CRTHWES. N C^� _HENCE NORTH 46 DECREES �6• "ASHINGTON• " DER RE .R,^.:.;;� ,yUvSE __. ��p�y. '56" EAST • -HENCE SOUTH S] A:,ONG SA:C wCRTHWE - - "r'•.,•. �J HEN i4 • CEGR£ES .'9'22" r ELY -_. _ ::: c :• J ''n'WE_Si.: FrE-. THE WESTERLY LAST ALONG THE 4CRTxE.15'£n':' _ i63 • • C: _E!:E ti'CRT==: �: YARG:N CF SA: -:1Tc:ES Y.:. " _-_.,l... -ti'G S1.7 -ES.Er1l "IRG.ti THE ..._E . • • • j _ 3 �� : 1. '�:is . ;c. • 4_E. - ... . ._ 9 i . EXH:s PARCEL THAT RANG4 E PORTION OF THE NORTHWEST QUARTER CF SECTION 21 TOWNSHIP :_ 11 AS FOLLCWS I L-�LHETTL H£RIDIAN, :N KiNG COUNTY, WASHING:C:t - A �� SCR:E ; COMMENC:NG AT 7HE QUARTER CCRHEA D£Tw£EN SECTION 13 AND 24 OWNSHIP ANC RANGE: THENCE NORTH 87 DEGREES 26'41" u : ' 8 T QUARTER 216.00 FEET .EST ALONG THE NORTH IN CF SA:_ 1 CHARLES MONSTER ROAD SOU;,HWEST; THE WESTERLY MARGIN CrC CD FEET: SOUTH 32 DEGREES 29'S1" EAST A;,DNG SAID WESTERLY "- _ FEET; .HENCE ON A CURVE T MARGIN �c _; - Ji �F 129.12 FEET: THE RIGHT }DIVING A RADIUS OF 256.18 FEE- 'A THENCE Sv^L:H : DE;.REES C'ST FEET: 21 S=" EAST ALONG SAID WESTERLY !'_\RC . THENCE SOUTH 88 DE:RR.rrs 35'09" W Sc. :: THENCE SOUTH : DECREES " WEST 136.SS FEET: .27 FEET; �. THENCE SOUTH 73 DEGREES 30S?]1"LV - "07 FELT; THENCE SCLTH 88 DECREES 37': WESS 1Z5.38 FEET ._ THE - _ BEGINNING; ' Nr �; THENCE NORTH : C.T_G 2 '1 3 ' WEST _ �_:::• _- BEES _- THENCE SOUTH 88 DEGREES Z3'09" EST : 3. 2 FEET: THENCE SOUTH 52 DECREES :1 ;0Lis 31 FEE:: CT THE :H:GAG.,, H:LwAUKEE, IST. WEST 490.44 FEET .D THE _> c. _: s•,- UL AND PACIFIC RAiLAT.AD S-^y THENCE SOUTHERLY ALONG SAID EASTERLY v _CvvP^,:'THE ESSOUT MARGIN A OF ERLY MARGIN 1610.6 i FEET _ THE STING CN A y - CDUNTY ROAD NO. 7 - • RADIUS EIN ON TANGENT C;,'RVL G .".{RADIU MONSTER 250.:C ,C ! CN WHICH SEARS NORTH 66 DEC A RADIUS CF :50.:' ---- - NORTHERLY ALCNC DEGREES 59'13" EAST: r ' THENCECNORTHY SAID CURVE AND WEST MARGIN RECCRWES NV?iD LINE OF A TRACT �y I 2:0 :: r_ED - - :It ` DF (AND DESCRIBED TY, NAS :N DEED F" THENCE NORTH 28 DECREES 'N KING C.L'HTS HASY.INGTCY "HET: 1 23" WEST ALONG SAID SOUTHWESTER_': _ _ MB :t HTHSNCE 00 F° ' 9 DE."REES 01'SS' FAST A.c^NC THE uESTER'-Y :NE Cr a __ THENCE NORTH 46 A== +-= JDEGREES 16'56^ ER:.Y` _ Nr .NOR69}(F/E:: T A:ONG THE NORTHWEST -- _., DEGREES :8' - W EST :_.., rL£T THE - PC:N_ - _r:INN:NG.• Y • III f • J- f 1 �J- — BUSH.=OED&HITCHIN()S•L+r_ ' + 11 t _ i • SEWER E.ASLXE'IT (AFFECTS PARCELS 1, 2 i 4) AN EASEMENT FOR SEWER RURROSYS OVER THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LGT 1, IN SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON AND THE SOUTHWEST '; • QUARTER AND GOVERNMENT LOT 6, SECTION 12, :CWNSHIP 23 NORTH, RANGE 4 EAST, it.M. , ALL IN FLING COUNTY, WASHINGTON, MORE PARTICULARLY :.3SCAIaED AS FOLLOWS: • COMMENCING AT THE QUART= CORNER BETWFE:i SECTIONS 12 AND 24, IN SAID TOWNSHIP AND RANGE, THENCE NORTH 87'26'48" WEST, ALONG THE NORTH LINE OP SAID NORTHWEST QUARTER 1214.00 FEET TO THE WESTERLY MARGIN 07 COUNTY ROAD NO. a, CHARLES MONSTER ROAD SOUTHWEST AND NOW tOTOW'N AS STEEL HILL ROAD; THENCE SOUTH 32'29'51" EAST, ALONG SAID WESTr'2LY MAIN, 85.34 FEET; THENCE OH A CtJ VE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET AND ALONG SAID WESTERLY :SARGI?I 139.14 FEET; THENCE SOUTH 1'24'51" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 811'3S109" WEST 436.55 MEET; J THENCE SOUTH 02'33'12" i:%ST 115.03 FEET; THENCE SOUTH 70'05'34" , WEST 95.47 FEET; THENCE SAT'}X 118'37'17" WEST 105.28 FEET; THENCE NORTH 1'22'40" wEsT 878.90/7E:°T TO THE TRUE POINT OF 9ECI.0I:{G; THENCE CONTINUING NDRTF •22'40" WEST 9.00 FEET TO A POINT C:7 THE SOUTHERLY MARGIN OF OAKESDALE AVENUE SOUTHWEST AS CONVEYED TO THE =' CITY OF RENTON HY DEED UNDER RECORDER'S NO. a:02100643, RECCLE • OF SAID CC:.'NTY; THENCE SOUTH 88°03'03" WEST 26.53 PEET; THENCE 4 NORTH 01.56'S1" WEST :0.00 FEET; THENCE SOUTH 38°03'09" W1.ST 10.44 FEET: THENCE SOUTH 01,22'40" EAST 544.59 MEET; THENCE NORTH 83.37'20" EAST 20.00 FErT: HENCE NORTH 0102''40" WEST 527.93 FEET; ;DICE SOUTH 84'37'07" EAST 15.10 FEET TO TEE TRUE POINT OF FSFTINa IwC.. BLUME DISTRIBUTION FACILITY =.J RENTON, WASHINGTON • _ BRE JOB NO. 89219.06 JUNE 21 1390 • RMR/ENG. 40 4 • a 0 +. 1 • • tisilei) I parameters set forth by the City of Renton and the terms of this Agreement. HOW, TREREFORE, it is agreed: CONSTRUCTION AND YkINTE`{M CE OF SYSTE!i 1. Trust Supervision. The Trust shall perform the following duties: (a) The Trust shall supervise, manage and pay all costs and expenses (subject to the right to reimbursement as provided in Section 2(a) below) in connection with the design and • _ construction of the System. Without limiting the generality of. ; the foregoing,. the Trust shall cause all permits and easements necessary for the System to be obtained, shall cause the prepara- tion of all construction documents and plans, shall cause the competitive bidding of all major portions of the work, and shall 1. cause the System to be constructed and completed in a good and ,workmanlike manner in accordance with all applicable governmental requirements. The design and construction of the System shall be • in substantial accordance with the Bush, Road & Hitchings, Inc. . v proposal dated December 22, 1994. The estimated budget for the design and construction of the System is set forth in pxiibit F • hereto. `1 (b) After completion of construction of the System, • the Trust shall cause the System to remain in good operating , condition and shall cause all maintenance, repair and necessary reconstruction of the System from time to time to be accost- plished. The Trust shall pay all such costs and expenses (sub- ject to the right to reimbursement as provided in Section 2(b) - below) (c) The Trust shall maintain all accounts, con- struction records and operating data and allow access to all r' parties upon reasonable notice. (d) The Trust shall distribute invoices to the parties I for the payments required under Section 2 below not lass than 1 twenty (20) days _ y prior to the respective payment date. The '.t. invoices will be accompanied with copies of invoices !roe con- tractors, suppliers and other vendors substantiating the request for payment. (e) The Trust shall perform its duties and obligations herein in good faith with reasonable diligence and care. The f Trust snail be paid no compensation or file for any of its ear- 'ices hereunder. it is understood that the Trust say contract , :,;. .ith ccnnu.tints and ccr.trectcrr. in ccn.nect:Z'n with the per- :> i' . -n•.• _ ,.d_ .ee nereuncer. 'ru, -2- i • :,....,,.:::it. - '' ..w :`"-SMVr« M'rJ t, :a-.+...•!., pj y"",._, ' a:,-vw:. +7�4'.t.ylw • .. .r .:.•.. _ ..�.•, '�' '- ,w'6 �a'4:.f`11�►i n t..i'' .c!C.Wia:-. "cj'• +.:.r...�':l`J. ta-T-'.4v,_+L,Y�•►►' _\,-vr e. •V 3 . a In semi ' 2. pgypgnts by Parties. (a) With respect to the costs and expenses of design, • • construction, permitting, obtaining necessary easements and all portions of the work in constructing the System as generally described in Section 1(a) , the parties shall reimburse the Trust for such aggregate costs and expenses as follows: BSC: Balance of aggregate costs and expenses . JSC: 5% of aggregate costs and expenses Metro: 5% of aggregate costs and expenses • Eland: $25,000 lump sum payment Trust: 30% of aggregate costs and expenses I : Eland shall-pay $5,000 upon tha. execution of this agreement and _ • :. the balance upon completion of the System. The Trust shall invoice the other parties on a monthly basis upon accrual of expenses. All invoices shall be due within thirty (30) days of receipt. Overdue payments shall bear interestiat twelve percent (12%) per annum from the due date. i (b) With respect to the costs and expenses of operat- ing, repairing and any necessary reconstruction of the System after completion thereof as generally described in Section 1(b), the parties shall reimburse the Trust as follows: .. Bic: 35% of aggregate costs and expenses Miff w'r. JSC: 5% of aggregate costs and expenses Eland: 30% of aggregate costs and expenses i .-I Trust: 30% of aggregate costs and expenses a J Metro shall have no obligation for the coats and expenses of operating, maintaining, repairing and any necessary recon- struction of the System. The Trust shall invoice the other ;. parties not more often than twice per calendarjyear for these • costs and expenses and all invoices shall be due within thirty • (30) days of receipt. Overdue payments will bear interest at twelve percent (12%) per annum. 3. Reciprocal resecent1. In consideration of the mutual promises set forth herein, for other good and valuable considera- i —11 tion, receipt is which is hereby acknowjedged, lEland and the Trust hereby grant and convey to each other and to the other parties hereto, a nonexclusive, perpetual easement along, in, upon and under the Trust Property and the Eland Property in the locations as legally described on the attached PJchibits G and ::t $xhibit M, respectively, and as depicted on the sketch attached '. i hereto as exhibit : (the "Easement Areas") , for the purpose of ; w installing, constructing, operating, / q p q, maintaining, repairing a �d 'r y replacing the Staten. together with nonexclusive rlgnta of :r.greee and egress to and from the Easement Areas for saic pur- poses. £:ana arc the truer Tray use the surface of t.`.s Easement ' _ . i Areas granted herein fur any purpose vhtct.. :s not Inconsistent -3- .....,..:. A ...., ........._• , ,.„ • • _.,,..;.:.:;•.._.:.,._:,.,:___:....•..1,. ....7.i . . , ,. .. e (..., • •► • • -;1.,f'. ,..%' til.+..i 's�`_ 0,14-*;�^i- -1yi.% <.•� .L --; ,6�gs4-��'• . •i At 4 '7d�EH� -/ . � : -- • "1te .�o . - Y -. . . - • ..^d.: . 11,_- ..cr ----:•. _ -••• • -- • • -- •r,ay•--_- .-..nr.:��af .--i•�Y^► k �.M �r` • . s '' ''Ten.:2':- x 4441' ,Ii,..N.ti re 3..74.F "S / 4. 'r . . - i 0 • 11111 • with installing, constructing, operating, maintaining, repairing and replacing the System. . 11 4. 'nsurance. The Trust shall require all parties per- ! • forming the work on the System to provide a Certificate of I Insurance naming the parties hereto as additional insureds. The • level and scope of insurance shall be set at commercially reason- able limits depending upon the type and scope of services or • goods provided. • 5. Operator. Except as otherwise provided in para- graph 6(c), the Trust shall be designated the Operator and • Permittee of the System. i • • . 6. General Provisions. .- . • (a) $indina Effect. The covenants contained in this Agreement shall run with the land and shall be binding upon and 1 inure to the benefit of the parties hereto and their respective successors and assigns. (b) l.TSforcement. In the event of a breach of any of i the covenants or agreements set forth in this Agreement, the parties hereto shall be entitled to any and all remedies avail- able at law or in equity, including but not limited to the equit- ^J able remedies of specific performance or mandatory or prohibitory 1 injunction issued by a court of appropriate jurisdiction. The ,y parties hereto agree that in the event it becomes necessary for any party to defend or institute legal proceedings as a result of ^• the failure of either party to comply with the terns, covenants, agreemencs and/or conditions of this Agreement, it is understood and agreed that the prevailing party in such litigation shall be ., entitled to be reimbursed far all costs incurred or expended in connection therewith, including, but not limited to, reasonable , attorneys' fees (including appellate fees) and court costs. ..:~' If any of the parties fails to make the payments to the Trust set forth in Section 2 within thirty ( 30) days after the • due date, the Trust shall have the right impose a lien upon the real property of such defaulting party which snail become _ effective upon recording a notice in the recording records of Xing County, waehington, stating the amount due and the legal : .� description of the defaulting party's property. Such lien may be enforced and foreclosed by the Trust by an action in like manner as a mortgage of real property. % (c) p„fndmenti. This Agreement may not be modified, => r I amended or terminated without the prior written approval of the e / 7.!.. parties hereto. Provided, however, if the Trust or its successor 1 '~'"' .r assign ceases to exist or c:herwiqe fails after written notice '' ; c.m nr .. parry a period cf ninety (?O) days rQ perfc the .r l r= I . .. - ..ne pdrr.es :,t•`.er _r.a[, -:.e a 1 % ', i •Slo.;• ..-t J.y, •j.- ,, e-vZ }:� .,:•• A .(1 r'• 1 y.k cNf• aw,�-- FL.. r?'Zr -v_j;•� �✓ � 4`. �IS;:, •tN..?ict•� �!3� •�'1:•'37 1�. s 1+±�1-. ^' _ . . � .. . .. • • _- ,. .V•..!'.1, ♦ ,":' `.%M-.-; mt • _.. •i':.,.•.'.'.gk-+:--.i;5�:?rS.,,riSi-.i`�i!a't+i<yr..',, [ .r-....741k5,. ,�?�!. �,,:; •q*.ytr.;•..„ue' .1... i !.; =IMMO= • Et .asap i Section 2(b) may elect another parson or party to perform the duties set forth in Section 1. In connection with such replacement, the approving parties say amend or modify this ii Agreement as may be reasonably necessary to accomplish the purposes of this Agreement. (d) Waiver. No waiver of any of the provisions of 11 this Agreement shall be effective unless it is in writing and signed by the party against whoa it is asserted, and any such written waiver shall only be applicable to the specific instance to which it relates and shall not be deemed to be a continuing or future waiver. (e) Cautions. The captions and paragraph headings • contained in this Agreement are for convenience and reference only and in no way define, describe, extend or limit the scope or t• intent of this Agreement, nor tha-intent of any provision hereof. (f) Counterrartg. This Agreement may be executed in- counterparts, and each counterpart hereof shall be deemed to be an original instrument, but such counterparts together shall - = constitute but one Agreement. . DATED as of the day and year first above written. .� TRUST: SEAT^LE AREA PLUMPING & PIPEPITTING APPRENTICE ANIy JOURNEYMEN TRAINING .-1 TRUST B!�/ .i/::;' /////' ,,.,, %"'L� --Its . �r-1zem/rr1 ELAND: E-.AND BUILDING LIMITED PARTNI=.SHIP By: !!�pnatec Read Building Corp., 4. a_ ey1l p4rtner _ JSC: JETFERSON SMURFIT CORPORATION rm, ay Its • ,r B&G: 8 & G PARTNERSHIP • • • r.•aJ _ . . ili• • ... . .. •.- :: ] •': "•- -•• . .':i !4S4 n � " ` 1, \4 sy. ' ts� -r:rt. H• s ,,,y '+50.... ". r _.., t: :} }. . . e - . r-. y� . , • t v�f; ,. 1 : enema 11111 sr • .imam • • • J Section 2(b) may elect another person or party to perform the duties set forth in Section 1. In connection with such replacement, the approving parties may mend or modify this Agreement as may be reasonably necessary to accomplish the purposes of this Agreement. - (d) Waiver. No waiver of any of the provisions of this Agreement shall be effective unless it is in writing and . signed by the party against whom it is asserted, and any such - written waiver shall only be applicable to the specific instance -• to which it relates and shall not be cleaned to be a continuing or future waiver. (a) Captions. The captions and paragraph headings 1 .'•• contained in this Agreement are for convenience and reference only and in no way define, describe; extend or limit-the scope or _ • intent of-this Agreement, nor the intent of any provision hereof. • (f) Counterparts. This Agreement may be executed in counterparts, and each counterpart hereof shall be deemed to be an original instrument, but such counterparts together shall constitute but one Agreement. DATED as of the day and year first above written. NI TRUST: SEATTLE AREA PLUMPING L PIPEFITTING • r1 APPRENTICE AND JOURNEYMEN TRAINING TRUST J ' `) By Its ELAND: ELAND BUILDING LIMITED PARTNERSHIP ' By Ito .; JSC: JEFFERSON SMURFIT_CORPORATION • • Its • ,-....n `� ./ i BiG: B i G PARTNERSHIP _ • • ► - '''•r: . .':Z1 4:`ty... •....0 : ?,rr.� -...'" ig cif. _.l a"t.t..:Aal • •ir, L.. r- •.• ...7•.:. i= �''w,j.'�.:_.-' "2.4.•, ...s•. ��.... O.' rs�y tl !.K'' ��t...••- ,V.5.144111 .v .. -lT t., 7. , A... 4:%4C. - 4 c-V •�4v * `�.. l,'1.L�iG'; _� :f::. 4f Ska.! \�k"92 • 1S'*J!= `N . •aC, ,4j. +!'7F',OP yt ` a��: .. •+T� ••••"1,64:4-• 1•. .' ce}p.+i 1 1 O p • MI . Section 2(b) may elect another person or party to perform the • • duties set forth in Section 1. In connection with such • replacement, the approving parties may amend or modify this • Agreement as may be reasonably necessary to accomplish the purposes of this Agreement. (d) Waiver. Ho waiver of any of the provisions of • this Agreement shall be effective unless it is in writing and ir signed by the party against whoa it is asserted, and any such • written waiver shall only be applicable to the specific instance • to which it relates and shall not be deemed to be a continuing or future waiver. 3 • (e) Captions. The captions and paragraph headings contained in this Agreement are for convenience and reference 1 •" only and in no way define, describe; extend or limit the scope or intent of this Agreement, nor the intent of any provision hereof. • • (f) Counterparts. This Agreement may be executed in counterparts, and each counterpart hereof shall be deemed to be an original instrument, but such counterparts together shall IIIconstitute but one Agreement. DATED as of the day and year first above written. TRUST: SEATTLE AREA PLUMPING & PIPEFITTING • �l APPRENTICE AND JOURNEVXMN TRAINING ,. TRUST I- i. • By its _ J_ ') ELAND: ELAND BUILDING L.L'(ITED PARTNERSHIP :; By . Its .1... " .... JSC: JEFFERSON SXURTIT CORPORA OH • By _ 1'. Its • :s"" BLG: B L G .;ERSH?P i . • ri II 1_.fl.<.. ? �•.., ., "J ' t .. t� VT Y e! !kr •�a.�..,,y. ..r. .,r i ce w00.1-..` :wski•414,..sw."•Yx_. 9 .e4..��.w• Vf.:rS,r..9Nj •`+fc.-i: -•,..tt+wwo• a..ya . +;0 aL, s '/.�.} R^ .S.1.J0 ;..: •:•��••• '1 .i i:. 'o+•S'.. art..CK. • r._r�, ,.e....,5r....,, r. ' s':,;-+,'••..•••:,.''.;!;,-.,::,.. ... • *.L'." ,...•41: 7 mmilmimaimmimmi • i 1 J I. R]aai!i Jt' ., s ----2 " ,�,4-44 �,.• :1506191492 4; . .. t yr•. i x : ,. :0. ,r ,.r . , I a 1, l; .v? 'r.t I - it H 4 gi 4 IN DI DV .7 ., . ,_ 0 E'1 • . rt+ o NI X4 1' Est .4 ...t,..,. 2F; .,... 0 f, 4c � . • 1 e. � J s 0 ni • saw. • .iiimi 1 . STATE OP WASHING+CN ) ) as. . . COUNTY OF 1 ) • li I certify that I know or have satisfactory evidence that Se.,, S-i%-.- is the person who appeared before me, I! and said parson acxnowledged that said person signed this • instrument, on oath stated that said person vas authorized to execute the instrument and acknowledged it as the Cam.:.•..� of SEATTLE AREA PLUMBING AND PIPEFITTING APPRENTICE AND JOURNEYMEN TRAINING TRUST, a trust, to be the free and voluntary act of such • trust for the uses and purposes mentioned in the instrumnent. i Dated this 1 S day of (le‘c-1 , 1995. • -1.14...79 C,r.LI', N.Se--)" 2..-(2-1.- .MAW,Air of•amp Kr 1r 1. 7l ' Notary public in and for the state of Washington, residing at ?►a.1.--% My appointment expires '1-'1"-'t r • rr. STATE OF WASHINGTON ) • •� ) ss. .•., COUNTY OF a ) I certify that I know or have satisfactory evidence that 7 S.,/ (.'. E%+.-/ -t is the person who appeared before ma, y. = and said person acxnowledged that said person signed this >:?': instrument, on oath stated that said person was authorized to �.; execute the instrument and acknowledged it as the C ELAND BUILDING LIMITED PARTNERSHIP, a partnership, to be/toe(tree ''`! and voluntary act of such partnership for the uses and purposes sentioned in the instrument. (� 7.A Dated this day of 0 r'R 1 L. , 1995. • r..,-. 1.: cf L / l , �!l•n LAA)cL 1J1 1-1c,P bERGL V`! Notary public in and for the state of Washington, residing at +?; 111 '` ny appointcenc expires `' _• t y. I 1 • - ;=_j LcI -.. _, '.V�a�T' Y�'�'.� • s_..'4`1 eir+� i�:`�_____��•. J 'w L. - "'l,,.. 1. �:y• 'jr 1! • '-'71W +�`�►-� v.!•Ft },;� tip•} 'r��• f r.'X': ;r'wt_:.;.t.r._ 1 Mz� _,c>;-, .�. r'�f:•' - ±�,i •r� Fj^K"'Y;,•;krAt it ;� . �...'�.' ` ti•. M s.. _ .a .:?:w...f:`F,, f� .i r , a4,' �VS� •v,U.I. �' " " i �•r ir' t Ttkr. �"-J'►tfy;�._'!•.c y,� ,.�.•t'}:1 e x ... wwt` .C"f'..:^1'" •.: i�'1i 7u. "."..'�! .•�'S- y-•+..:I�/•. /�.�!,�,., lj • 1.le c... •.r.. .r r • • •• • • • • • hew v Asum STATE OF WASHINGTON ) COUNTY OF ) ss. �IA�iI ) • • I certify that I know or have satisfactory evidence that ',I.t./re m .:,1..•r2ei• is the person who appeared before me, • and said person acknowledged that said person signed this instrument, on oath stated that said parson vas authorized to - execute the instrument and acknowledged it as the of JEFFERSON SHURFIT CORPORATION, a corporation, to be the free and voluntary act of such corporation for the uses and purposes mentioned in the instrument. Dated this ' I '' day of 1.-1A v , 1995. �r,. ,AQL' D �,� vy..r..r 8408,1 ;a''�oT�, {,'tic MIc i'�� l�iictr' pp: Rptary public in and for the state ��`• p� 42 ..��•!ma ,r+`O Washington, residing at T•,.n,.,A.. ,�%,�.; �t+`'�`'KY appointment expires `)•1 c1� STATE OF WASHINGTON ) ss. c .-1 COUNTY OF ) ; 1.4 - '= I certify that I know or have satisfactory evidence that - is the person who appeared before me, ....ej and said person acknowledged that said person signed this - instrument, on oath stated that said person was authorized to ;' execute the instrument and acknowledged it as the of °`•:,'; H'i G PARTNERSHIP, a partnership, to be the free and voluntary act of such partnership for the uses and purposes mentioned in - :,+ - the instrument. • Dated this day of 199: • • • mmimmaPimppl • Per r or Sire we p. now) ^�/ S Notary public in and for the state I �f Wasn:r.gton. residing at a(r ....-:n ctpt. . .. • — — • • p l' . • ('' 1 F Y. . ® •. +•-t 4i.4i;:::4'4 a:4:r-'•'••• Ya• ..:a_tom,..r ...� "Ii1P ' iI e !_:in. 1 c !`ci��Y7' y+�1� i—„-'p�.' ,F�ei4. .4 y� r•.•.'_ �• ! rw+ C.. .�`. �O.a} "}T�"". . . •.Y-r. y � i'A\�o.5•4 � '.• i14',••1�•?61-�n• `:Gii:47,r:i"4411. t;'. 4. , ,. ._.... i4"c�e! y ..r a ? Y:�,I � ..a:� s.1's491r:F -' r. 74..cyr"R ' S ,t ` . i•v-� %,„ . ft, 1 • • El • • i li . ' III STATE OF WASHINC ) - TON ) COUNTY OF ) ss. . _. . I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that said person signed this • instrument, on oath stated that said person vas authorized to execute the instrument and acknowledged it as the of41 • JEYFER.SON SNURFIT CORPORATION, a corporation, to be the free and • voluntary act of such corporation for the uses and purposes • mentioned in the instrument. _ Dated this day of , 1995. CZ• Pa....*am) in 0. ,1•••hit.r luso 144.4 Norm cJ Notary public in and for the state O of Washington, residing at 7 C Hy appointment expires STATE OF WASHINGTON ) COUNTY OF ,(--1410 ) • ss. I certify that I know or have satisfactory evidence that &ucc. 1,'•1 41.Ah,e is the person who appeared before me. and said person acknowledged that said parson signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the Qvy, ?av4hvr of _ B L G PARTNERSHIP, a partnership, to be the free and voluntary act of aucn partnership for the uses and purposes mentioned in the instrument. Dated this 9,3•d day of ''\_Ain , 1995. • �..., 0•ANOr •J ,syn.w a Mourn - 1' I A . (`o !1 0+,1 tin t • fu ► I, 0..164 hr...�Mr 1 Mrn • '.;,'x I 1°'; ,. Notary public in and for tho statet. .,%• o? of Washington, residing at fig ,,,n. ._.____._- _. dJ ,• i • • `.y... ..?.. ;.+-'AM. „,'.,�,.�?,._ ,�. .. ' . .'Yr: !;{K" r.. •h'r4 yr�:'I1s_ s. .r.v., ati{Lt 71'•..- pia: . ) rrt a d; .•.Q:+!+.ft_'.;el.,p.1•..►.'i�: ._..`3':! . .1! •.-s': 1 ► 1'. ', .,.p, 7•t :a • ,: ..y .} ,�.�� z r-c: f ,a•}.>, T ti. .F,. f4 sM ... ;+•i ., ff3 t 11» _• i.Mi-✓ ♦ � ... �.. .Y."t•3f r. 5.` 3•r r ;KEu,•4 .tc hi 1r'4 i� ^itrQ�V f�v• • 1 Ir..•11110 a • • ilia • ,sue - Se 1 •i • ! STATE OF WASHINGTON l ili COUNTY OF l5 ia s s. :V - • ? > v ,/ I cart f that I know or have satisfactory evidence that t, U. /4 .;. d_ is the person who appeared before me, and said person acknowledged that said person signed this instrumant, on oath stated that said parson was authorized to execute the instrument and acknowledged it as the lgj $,r, of - the KING COUNTY DEPARTMENT OP METROPOLITAN SERVICES, a municipal al corporation, to be the free and voluntary act of such municipal 1 • - corporation for the uses and purposes mentioned in the • instrument. / f - Dated this (�^ day_of .( :� r , l995: - — . 4/ _ &f.f.A...._. .* ,,. \£A.&.'• a....r w..» • _ '.•ei, '1. ' i/1NAJJIIF Af�' t7TLER runic z� Notary public in and for the state sy�:•ty� ,, ��,.` of Washington, residing at S�firrtF Cam) tee;' OFWA�,',/,,,. My appointment expires n P_ 9 'i • �' f ••it i'l _1 -9- -L J9. �ar ;;� ,' -: �r ►�. ..tip •'t:+_•.;�;Ia:.., .9. :,.y.oltr., yis.+i li�trr4 -Si-' _l`4�: i i > c'< 7 i° •.?.' •rse y �Sal +. w,,", '�� h . jr. � .4.-- .K . ..• • - . • • AWIAN• ;i • EXHIBIT A . ,+ TO BECK F71 AL [EMENTIC?C Cttrr r PUMP srATICle ; . ACitEI.2f2Nr AND REGCP CCAL EzSE2'fMS ' PARCEL 2: Legal pe-iptIcn of the Eland Patvcc cy .. TiAT PORT/OM Or THE NORTHWEST QUARTER AND C09ER2M7-NfT LOT 1, IN SECTION 24, II TOWNSHIP 23 NORTH, RANGE 4 EAST, V.N., IX KING COUNTY, WASHINGTON AND THE ._ SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTTOS 13, TOWNSHIP 23 NORTH, RANGE 4 '' EAST, 1:.14., ALL II KING COUNTT, WASHINGTON, MORE PAETIC LARLT DESCRIBED AS Al • e FOLLOWS: • CCHMENCING AT TEE QOARTE/I CORNER REINED( SECTIONS 13 AND 24, II SAID TOWNSHIP '# • AND RANGE; THENCE NORTH 87'26'48" VEST, ALONG THE NORTH LINE Or SAID NORTHWEST QUARTER 1,214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 3, r14RTFSli MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH S • • 32'29'S1" EAST, ALONG SAID WESTERLY MARGIN, 85.34 FEET; THENCE OM A CURVE TO = THE EIGHT HAVING A RADIUS OF 256.48 FEET, AND ALONG SAID WESTERLY MARGIN ! 139.14 FEET; THENCE SOUTH 01'24'51" EAST, ALONG SAID WESTERLY MARGIN, 268.00 FEET; T1D:INCE SOUTH 88'35'09" WEST 436.55. FEET; THENCE_SOUTH 02'33'12" WEST 1. " 115.03 FEET; THENCE SOUTH 70'05'34" WEST 95.47 FEET; THENCE SOUTH 88'37'17" . • • WEST 105.38 FEET; THENCE NORTH 1'22'40" WEST 437.90 FEET TO THE TRUE POINT OF i . BEGINNING; THENCE SOUTH 88'03'09" VEST 281.04 FEET; THENCE SOUTH 54'28'10" ., WEST 490.45 FEET TO THE EASTERLY MARGIE OF TEE CHICAGO, MIWADNEE, ST. PAUL . AND PACIFIC RAILROAD CCEPAINY RIGHT-or-VAT; THENCE NORTH 28'11'33" WEST ALONG SAID EASTERLY MARGIN 115.75 FEET; THENCE OM A CURVE TO TPM RIGHT PAVING A RADIUS OF 411.73 FEET AND ALONG SAID EASTERLY MARGIN 57.49 FEET; THENCE NORTH 20'11'33" WEST ALONG SAID EASTERLY MARGIN 156.01 FEET; THENCE OK A CURVE TO THE RIGHT HAVING A RADIUS OF 523.68 FEET AND ALONG SAID EASTERLY MARGIN 419.12 FEET TO A POINT ON A CURVE HAVING A RADIUS OF 667.96 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 6'57'18' WEST; THENCE EASTERLY ALONG SAID CARVE 102.86 FEET; N THENCE NORTH 83'41'02" EAST 60.83 FEET; THENCE NORTH 74'13'19" EAST 47.60 FEET C'. TO A POINT ON THE SOIfrHERLT MARGIN OF CHARLES MONSTER COUNTY ROAD SOUTHWEST, rr SAID POINT BEING ON A CURVE HAVING A RADIUS OF 238.99 FEET. THE RADIUS POINT IF OF WHICH BEARS WORTH 17'19'O4^ EAST; THENCE EASTERLY ALONG SAID CURVE AHD SOUTHERLY MARGIE 80.36 FEET; THENCE NORTH 88'03'09" EAST ALONG SAID SOUTHERLY D MARGIN 470.93 FEET; THENCE SOUTH 1'56'51" EAST ALONG SAID SOUTHERLY MARGIN :n 10.00 FEET; THENCE NORTH 88'03'09" EAST ALONG SAID SOUTHERLY MARGIN 26.53 FEET • c'I TO A POINT WHICH SEARS NORTH 1'22'40" WEST FRAM THE TRUE POINT OF BEGINNING: :``, THENCE SOUTH 1'72'40" EAST 450.00 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 450,000 SQUARE FEET, MORE OR LESS. • , 1 f;)1 3C1ME DISTRIBUTIOd FACILITY11 •_;; `�V iENTON, VASHINCT(7!1 of v�"i. iN. L SRN JOB NO. 89219.04 i '� .,, ; MARCH 22, 1990 • _. . y ,,ryY�a l: • .: .;.v.:.:)...,.,... � • 'r 11 {.: At�; .mil!v:�'v'�f(�"ar'T.+3`.i:•...s:. .�. _f ..3.-.c' [.* „• , . �iC aarrx'y►' ?(-.�:�•"+r+r . :. +'';"-- Tr .1' ' riloyi . . 6 ,z,,. ... ?L:+!:f.A iA;;7' '�.M:=hate•. Cam., y�- . :*Y 6 �"= ; '1 • • • '�!-_. s, h.-spa ,..4�F.i.'�A - 24.tit , -i ',....i.; .F." ' ..�l '... �) v i . T -• • :n!*• y•"'ys'• .�.�y'..� t�'.�-�:' r +t..�+-'.�.71�• •`i s�lt.'7!?M`«l-.� 't-4i i',�'v�' •'•`.�"ia X� '�.1 ti.Xnr .+ •t, �: : ,. ��...✓- .. .••:... _ - tit'Y y'•f•..?;;.;,-.,': -�KYt,T•rfl�iart'`S.4;A z'' , �`;;% W..O.m • 0 • 1111 • '1ST • .EXHIBIT B %4 TO REGIONAL DETENTION FACILITY PUMP STATION AGREEMENT AND RECIPRICAL EASEMENTS . I Legal Description of the JSC Property ?ARCM 13 THAT PORTION of THE NORTHWEST QUARTER AND GOVERIUDUFS LOT 1, IX SECTION 24, e TOWNSHIP 23 NORTH, RANGE 4 EAST, N.H., IX KING COUNT!, WASHINGTON AND THE • SOUTHWEST QUARTER AND GOVYRIOIENT LOT 6, SECTION 13, TOWNSHIP 23 NORTH, PANGS 4 , EAST, W.M., ALL IN KING COUNTY. WASHINGTOM, MORE PARTICUI.ARLZ DESCRIBED AS FOLLOWS* 7 C0CING AT TEE QUARTER CORNER EETWEER SECTICRS 13 AND 24, IX SAID TOWNSHIP Q I0� 'AND RANGE, THENCE NORTH 87'26.48. WEST, ALONG THE NORTH LINE 07 SAID NORTHWEST ti • QUARTER 1214.00 TEST TO THE WESTERLY MARGIN or COOiTZ ROAD NO. 8, rie•orre .I MOISTER ROAD SOUTHWEST AND NOW KNOWN AS STILL HILL ROAD; THENCE SOOTS •. 32'29.51. EAST, ALONG SAID WESTERLY•MARGIN, 85.34 FEET; THENCE-OW A CURVY TO . • - THE RIGHT HAVING A RADIUS O7 256.4B FEET AND ALONG SAID WESTERLY MARGIN 139.14 . FEET TO TEE TRUE FOINS OF BEGINNING; THENCE SOUTH 1.24'51' EAST ALCM SAID WESTERLY MARGIN 268.00 FEET: THENCE SOUTH 88'35'09" NEST 436.55 FEET; TREECE SOOTS 02'33'12' WEST 1_:.03. FEET: THENCE SOUTH 70•05'34' WEST 95.47 FEET; • THENCE SOOTS 88•37'17• WEST 105.38 FEET; THENCE NORTE 1•22'40. WEST 887.90 FEET TO THE SOUTHERLY MARGIN OF OA]CTSDALE AVENUE SOUTHWEST AS COEJITTD TO THE - CITE OF RENTONN BY DEED UNDER RECORDERS NO. 8702100643, RECORDS OF SAID i • COUNTY; T�NCE NORTH 88•02'28" EAST ALONG SAID SOOTHE= MARGIE 16.02 FEET; THENCE CIN A CURVE TO TEE RIGHT HAVING A RADIUS OF 524.90 FEET AXD ALONG SAID • SOUTHERLY MARGIN 194.06 FEET; THENCE SOUTH 70.45'53" EAST ALONG SAID SOMMER= MARGIN 147.08 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS 07 842.73 FEET AND ALONG SAID SOUTHERLY MARGIN '81.56 FEET; THENCE SOOTS 65.13'10' EAST ALONG SAID SOUTHERLY MARGIN 257.10 FEET TO TEE WESTERLY MARGIN OF 72ND AVENUE .) SOUTHWEST AS CONVEYED TO TEE CITY OF RENTONN BY DEED RECORDED UNDER RECCRDER•S .-. NO. 8702100643 RECORDS OF SAID COUNTY; THENCE OM A CURVE TO THE RIGHT HAVING A RADIUS OF 45.00 FEET AND ALONG SAID WESTERLY MARGIN 70.69 FEET; THENCE SCATH 7 14.46'SO' WEST ALONG SAID WESTERLY MARGIN 24.57 FEET; THENCE ON A CURVE TO TITS • '- LEFT F.AVING A RADIUS OF 180.00 FEET AND ALONG SAID WESTERLY MARGIN 82.35 TEXT; =sacE SOOTS 1.05'23' EAST ALONG SAID WESTERLY MARGIN 81.81 FEET TO TEE TRUE 11 '1 POINT OF BEGINNING, ZxCEPT ANY PORTION THEREOF LYING EASTERLY OF THE CI CEIITLRLINE 07 CHARLES MONSTER ROAD AS VACATED BY ORDINANCE NO. 4123 OF TEE CITE Cr RENTON AND RECORDED UNDER RECORDER'S NO. 8603070674, RECORDS CF SAID COUNTY. r `aka L111HIT�cy,• DISTRIBUTION FACILITT Q• Of .^I I'_, `I AEWION, WASHINGTON �,. ft')/ • I WI JOS NO. 89212.06 VaIN, o I �N� 6. 1990 � �1 ALN/ZNG. 40 I :a:.... ..';; •44 1... 5...1L7iiFtp.:Vjt}I iJv � - .;..,:+•.:: %4)'1.L1•ii•"i • . ++ter..•. .S P u w. y:K.7 - `' `j ,7 v.�+ww' ..ia.r �•,� r:.:.-x-•:1 u*! �•+.'•�.... '•• •• .. .a, r ' . .c. vs :V.i SIL '7'4;••:; -, 7.•.••-V ..b.n4::�.,r ';'?t,.....ra.a 1 g 7� •ems-.-.. -r r � t,/....... •-3, 'f-•_. •.. ^'?7'1. �.. _fit r.sue•-et. t s .. ,< ./-i,,>. . • .:1.fir .+uu' , ar) -f.-.*. - , ..)`-1.:6:47•p :tt `.'. A� i • • • 111 ir "G3.1i - EXHIBIT C ^i TO REGIONAL DETENTION FACILITY j PUMP STATION AGREEMENT AND RECIPROCAL EASEMENTS i ) Legal Description of the Trust Property PARCEL 4-A: 7•aX 'cc vo. Z9IS71--0/2L THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.H., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: li COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 24; THENCE NORTH 87.26'48" WEST, ALONG THE NORTH LINE THEREOF 1,214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 3, CHARLES MONSTER ROAD SOUTHWEST ALSO KNOWN AS STEEL HILL ROAD NOW VACATED; THENCE SOUTH 32.12'33m EAST, ALONG SAID 4 WESTERLY MARGIN, 85.47 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET, AND ALONG SAID WESTERLY MARGIN 139:14 FEET; --THENCE SOUTH O .P24'51" EAST, ALONG-SAID WESTERLY MARGIN, 268.00. FEET; THENCE SOUTH 88,035'09" WEST ...436.55 FEET; THENCE SOUTH 02.33'12w WEST 115.03 FEET; THENCE SOUTH 70.05'34" 7.'7WEST 95.47 FEET; THENCE SOUTH 88.37'17° WEST 105.38 FEET; THENCE ' NORTH 1.22'40" WEST 179.50 FEET TO THE CENTERLINE OF AN EASEMENT 3 FOR RAILROAD SPUR LINE AS CONVEYED TO THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY BY DEED RECORDED UNDER .. AUDITOR'S FILE NO. 5331102, "2CORDS OF SAID COUNTY AND THE TRUE POINT OF BEGINNING; THENCE NORTH 1.22'40" WEST 258.40 FEET; • THENCE SOUTH 88.03'08" WEST 283.40 FEET; THENCE SOUTH 54.28'10" 3 WEST 482.84 FEET TO THE CENTERLINE OP SAID RAILROAD SPUR LINE 1 EASEMENT; THENCE SOUTH 27.09'57" EAST ALONG SAID CENTERLINE 22.44 �4 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 365.32 c; FEET, AND ALONG THE CENTERLINE OF SAID RAILROAD SPUR LINE ti _ _ 0', EASEMENT 857.54 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING '-4II 241,997 SQUARE FEET, MORE OR LESS. .'1 '''s•: TOGETHER WITH AND SUBJECT TO T4 EASEMENT FOR INGRESS, EGRESS AND ,;5 UTILITIES ACROSS THAT PORTION OF THE NORTHWEST QUARTER AND • 7 GOVERNMENT LOT 1, IN SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., ALL IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: ':: COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24, IN11 ' SAID TOWNSHIP AND RANGE, THENCE NORTH 87.26'48" WEST, ALONG THE '{ N • NORTH LINE OF SAID NORTHWEST QUARTER 1214.00 FEET TO THE WESTERLY :`'1 MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST AND 1 I NOW h?;O.iN AS STEEL HILL ROAD; THENCE SOUTH 32°29'51w EAST, ALONG SAID WESTERLY MARGIN, 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET AND ALONG SAID WESTERLY MARGIN 139.14 FEET; THENCE SOUTH 1.24'51" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88.35'09" WEST 436.55 FEET; THENCE SOUTH 02.33'12" WEST 115.03 FEET; THENCE SOUTH 70.05'34" WEST 95.47 FEET; THENCE SOUTH 88.37'17" WEST 90.38 FEET T THE / 111 "P1E -cI?1T CF PF:Gi!.!7iN "HEN' :p H _ 40' WEST 238. IL . . . r `. .. j iv.i Ja _ 4 �tR; , • '!�%t-T•'!!!m•";N• i '):� ...,�.P.'.., flsw.�4, n�•, t^• •U*:w-i_: =,} it- • 4.f .:7.. "' .(ti." p.'� ' F tijam.i. "f•. :y. , sr k _.-< ..�:.r Zy:. .M.K.*ti.. ,,; I '4 f'f,�1". :- �•.,''•- 'i. ;.;M Pil� .. i + � : - :� '- I s • MEI • a • PARCEL 4-A corm'D ' iiii ` TO THE SOUTHERLY MARGIN OF OAKESDALE AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED UNDER RECORDER'S NO. 8702100643, RECORDS OF SAID COUNTY; THENCE SOUTH 88.02'28* WEST ALONG SAID SOUTHERLY MARGIN 30.00 FEET; THENCE SOUTH 01.22'40• EAST 470.00 FEET; THENCE SOUTH 29.35.10• WEST 29.15 FEET; THENCE SOUTH O1.22'40• EAST 40.00 FEET; THENCE SOUTH 20.25'25• WEST 26.92 Y FEET; THENCE SOUTH 01.22'40• EAST 40.O0 .FEET; THENCE SOUTH 29.35'10• WEST 29.15 FEET; THENCE SOUTH 01.22'40• EAST 72.00 ••. ` FEET; THENCE NORTH 88'37120" EAST 39.99 FEET; THENCE SOUTH ry 01.22'400 EAST 190.76 FEET; THENCE NORTH 88.37'176 -EAST 30.00 ' FEET TO THE TRUE POINT OF BEGINNING. •• BLUME DISTRIBUTION FACILITY - 10- T,/,i ,� RENTON, WASHINGTON !' of 'Awn. BRA JOB NO. 89219.06 i tf'r ;, !� AUGUST 14, 1990 :4 •.-• i ALH/ENG. 40 rf C!Sh0tL� +�4 :3 .., _. r '-I 7 i•. Yl; Y, : v. { ."..1 9 : c"; 3 is .rf;:i.1.yy.:.Iiyln:iit _ !t , •I • !'r.r': :"_ 1 ja%' t,�,:°j :1 ?,3:i-w„ y . Ti"C�'+�kY�ifr�, K' .. ,/ - + (4 •. • t_ • •;Y� ''"�A:�. •'W.� .triV f •V 4 'V.•!. S,,i1x; :•,'..''�CP.T.Vexa'irli• w"4..-.1 1 1`-t;.. ! • -r. JaFci• •c'._ a,; r. '-, 6-F.: �..., ,•,to•'.-, :'.Kr-_Y :},••z. -.-- L •1 . . `j•i'�:;:�` 1.r .,,rw 1. ws'. c:.._ - ru 4 k%'.,P-11 Gi.i►T•,--,.:•••.i." J "y.t?.---.{s.dui i 1 • a. ® . • • • EXHIBIT D • I TO REGIONAL DETENTION FACILITY • PUMP STATION AGREEMENT AND RFCIPROCAI. EASEMENTS • Legal Description of the B a G Property PARCEL 3: - THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANCE 4 EAST, Y.M., ZINC COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24 IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87'26'48" WEST ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1214.00 FEET TO THE VESTLRLI MARGIN OF COUNTY ROAD NO. 8, CURIES MONSTER ROAD SOUTHWEST; THENCE SOUTH 32'29'51° EAST ALONG SAID WESTERLY MARGIN • 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET A DISTANCE OF 139.14 FEET; THENCE SOUTH 1.24'51" EAST ALONG SAID WESTERLY MARGIN . 268.00.FEET_TO_THE TRUE POINT OF BEGINNING; THENCE SOUTH 88'35'09" WEST 436.55 • FEET; THENCE SOUTH 2'33'12•6—WEST 115.03 FEET; THENCE SOUTH- 70'05'34" WEST — 95.47 FEET; THENCE SOUTH 88'37'17" WEST 105.38 FEET; THENCE SOUTH 4'58'17" EAST 410.23 FEET TO THE NORTHWESTERLY LINE OF A TRACT OF LAND DESCRIBED IN DEED FILED UNDER RECORDER'S NO. 8606190933, RECORDS OF SAID COUNTY; THENCE NORTH 46'16'56" EAST ALONG SAID NORTHWESTERLY LINE 202.01 FEET; THENCE SOUTH 53'39'22" EAST ALONG THE NORTHEASTERLY LINE OF SAID TRACT 445.21 FEET TO TEE WESTERLY MARGIN OF SAID CHARLES MONSTER ROAD SOUTEWEST; THENCE'NORTHERLY ALONG SAID WESTERLY MARGIN TO TEE TRUE POINT OF BEGINNING, CONTAINING 310,000 SQUARE FEET, MORE OR LESS. 0.LNIrC tQV w BLUME DISTRIBUTION FACILITY ^7 l��of sq RENTON, WASHINGTON A BAH JOB NO. 89219.04 ;� ' c� ? FEBRUARY 74 1990 i # ALH/S1.'AV. 34.-41 t} CI • i i • J'. TL. • —.-- »• • • i. +ate.�....-..,... ..�iv isMi•cJi,t:�t i..rr...:--.r • .•., t!i ..-.Y� �y'ls, ,l"t'� • �. � ...- �i. 17rw'4!R7"'-+s.c...:T-rc+�s. :r!. x. 's ' +1•�r.i• .+.'�,'�}.. j� � {ji t. .`y�►Lb.1.�M�- L.�Cfil'^]C:xi.�_ 'Y .:i • a • El ir .aaS • - o PARCEL 4-B: • THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 i NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BEIWEIr^i SECTIONS 13 AND 24 IN1! SAID TOWNSHIP AND RANGE; THENCE NORTH 87.26'48' WEST ALONG THE 11 NORTH LINE OF SAID NORTHWEST QUARTER 1214.00 FEET TO THE WESTERLY . MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST; THENCE SOUTH 32.29'510 EAST ALONG SAID WESTERLY MARGIN 85.34 • FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 • -- FEET A DISTANCE OF 139.14 FEET; THENCE-SOUTH 1.24'51' EAST ALONG SAID"WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88.35'09' WEST • • 436.55 FEET; THENCE SOUTH 2'13'12' WEST 115.03 FEET; THENCE SOUTH 70.05'34' WEST 95.47 FEET; THENCE SOUTH 88.37'17' WEST 105.38 FEET TO THE TRUE _DINT OF BEGINNING; THENCE NORTH 1.22'40' WEST 437.90 FEET; THENCE SOUTH 88.01'09' WEST 283.04 FEET; THENCE 1 SOUTH 54.28'10' WEST 490.45 FEET TO THEiEASTERLY MARGIN OF THE • CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY RIGHT- • OF-WAY; THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN 1610.67 FEET N TO A POINT ON THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD, SAID POINT BEING ON A CURVE HAVING A RADIUS OF li T- 250.37 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 58.59'44" ' EAST; THENCE NORTHERLY ALONG SAID CURVE AND WESTERLY MARGIN , , 250.58 FEET TO THE SOUTHWESTERLY LINE OF A TRACT OF LAND DESCRIBED IN DEED FILED UNDER RECORDER'S NO. 8606190933, RECORDS � OF SAID COZTNTY; THENCE NORTH 48.12'23' WEST ALONG SAID zn SOUTHWESTERLY LINE 420.25 FEET; THENCE NORTH 9.01'55" EAST ALONG 11 THE WESTERLY LINE OF SAID TRACT 125.00 FEET; THENCE NORTH 46.16'56" EAST ALONG THE NORTHWESTERLY LINE OF SAID TRACT 17.69 • FEET; THENCE NORTH 4.58'17" WEST 410.23 FEET TO THE TRUE POINT OF • BEGINNING, LYCEPT PORTION LYING NORTHERLY OF THE CENTERLINE OF A RAILROAD SPUR EASEMENT AS DESCRIBED IN AUDITOR'S FILE NO. -57 5331102. PARCEL CONTAINS 370,561 SQUARE FEET. • TOGETHER WITH AND SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND .,^. UTILITIES ACROSS THAT PORTION OF THE NORTHWEST QUARTER AND - GOVERNMENT LOT 1, IN SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13, • TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., ALL IN KING COUNTY, WASHINGTON, MORE PARTICULARLY.DESCRIBED AS FOLLOWS: COFQ ENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24, IN SAID TOWNSHIP AND RANCE, THENCE NORTH R7.26'48" WEST, ALONG THE • NORTH LINE OF SAID NORTHWEST QUARTER 1214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. .3, CHARLES MONSTER ROAD SOUT•r4EST AND 111 NOW KNOWN AS _;EEL FILL F OAD; THENCE S.',,.".•}{ J:•:9'51" LAST, -sr_., • ALONG - "r- ;a ta 4f4 "O' i :.. ^4: In:::it'''tC}C.j:-.•1i " "t�.Ms;SY ?yit- _,: y. ;.:n yT' •. . �4 • " u- *1 .f } • 1 1 . • • . • • • ili • • • PARCEL 4-B CONT'D • SAID WESTERLY MARGIN, 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET AND ALONG SAID WESTERLY HARGZH 139.14 FEET; THENCE SOUTH 1.24'51" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88.35109° WEST 436.55 FEET THENCE SOUTH 02.33'12° WEST 115.03 FEET; THENCE SOUTH 70.05'346 WEST 95.47 FEET; THENCE SOUTH 88.37'17" WEST 90.38 FEET TO THE TRUE POINT OP BEGINNING; THENCE NORTH 1.22'40° WEST' 888.05 FEET - TO THE SOUTHERLY MARGIN OF QASESDALE'AVENUE SOU UWEST AS CONVEYED TO THE CITY OP RENTON BY DEED UNDER RECORDER'S NO.• 8702100643, RECORDS OF SAID COUNTY; THENCE SOUTH 88.03'09• WEST ALONG SAID SOUTHERLY MARGIN 30.00 FEET; THENCE SOUTH 01.22'40° EAST 470.00 FEET; THENCE c'(7UTH 29.35'10" WEST 29.15 FEET; THENCE SOUTH 01.22'40" EAST 40.00 FEET; 'ONCE SOUTH 20.25'25° WEST 26.92 . FEET; THENCE SOUTH 01.22'40" EAST 40.00 FEET; THENCE SOUTH 29.35'10" WEST 29.15 FEET; THENCE SOUTH 01.22'40° EAST 72.00 FEET; THENCE NORTH 88.37'20° EAST 39.99 FEET; THENCE SOUTH O1.22'40" EAST 190.76 FEET; THENCE NORTH 88.37'20" EAST 30.00 FEET TO THE TRUE POINT OF BEGINNING. ` BLUHE DISTRIBUTION FACILITY I -1;'}: �.U�1.H1T�'i O RENTON, WASHINGTON T•%0 14 4, ► 1 BRH JOB NO. 89219.06 '•e = BER 4 1990 ( ( c;EiI4iz,/ AI.H/ENG. 40 :Y(7y 1 .4i� / ice •21r , 4' rw r• j �. •:- w •a f • •► • 't 7 Lr,M'`? .. i`N\f.#i.'`. ?rct : '-`...5 -!. `.rs>: .:5 3 . . L` TkxI�6°4-• .M"!I• 6'U"..�, _.. Q r ` 'C: t''� � '. ' • ' •�+•C"� � • Ft'i..'r:' `s••••• •••°.• t:r-; n-•^-iG • ;i•�yr .:`WF+.'`. a . - .'I i :- ,. . .> Q .__••r .z ..t.',U.nr+4 . •7i• •• •. : ..rwa s ► .'{ Cni'S;f-s _ -T J .�� • • • • • : '....as rd8i1 - • if •I 1 r EXHIBIT $ TO REGIONAL DETENTION FACILITY PUMP STATION AGREEMENT AND RECIPROCAL EASEMENTS ' Legal Description of the Metro Property 1..., .-.: k. t • _ .. . r.... . C7 r! • .-1 ..) N J • kit ,...,..,. :,......, . 9 l .....,.. 1 . ,,, . . _,E,..:,........,..„. ..„.....„. l • ..,. � i•nye Cr i . : wax i �� rs�L+• �..n%:•G� ~~ .-.. •4•• ... ram• .. 1 .... .-.i `r=r;,.:L.S^•�".•: •7'.t.•.., �-f � w.k.et 3..r. ;;;.3r• r_;.Z.j,,. �':.it •i^.•T . 'r-5„ "!',.....' t -...-.7— . .. >a:A�ia•+N. . ...x �� '.!,finc.J•..:..i.r �...--, :4 t '' ••Y .t. Sr' . •..f..,j 5• �''y.�� . . l�'tY..i ? ••� . .y1.�.•�:.":„.r ,r:;r a�. ► i-.••.:� P.:: .4 'c_..:i:`:•_ /. .!7,-, ,,.:S `1 s:��t=Es•. -•.-?' f r,.ar�_, I . . I O • raider hAM1'-24-'95 LED 15:a2 1D:rEC - 177H FLR TEL RJ:C206) 684-1900 tsd36 P23 February i3, ls9c � EXHIBIT E nr3cxxp'rICX 07 xarroa Tar1-•®rr 7L)L8T P CPI3tTS .. . 111 that portion of Government Lot 2, Cavarnment Lat 5, Gaver:mant TI 41. Lot 6, Ga•varam:nt Lot 8, the 2(orthsast guar-tar of the Northwest 1 - quarter, and 'the Southwest quarter of the Northeast quarter ofn • ' Section 24, To 1aai p 23 North, Ranga•4 East, H.X., in Xing County, r Washington, described as a whole as follows: h ;4c. Commencing at the northeast corner of said Northeast quarter of the t • Northwest quarter: Lhasa along the north lilla of said Northeast . • Quarter of tha Northwest guar tar and along the north line of ' nr GcvSX-•-'o t Lot 1 of said Suction 24, H 874 26'22' W 2693.05 fast to .,?o! the northwest corner of said Gavaxzasant Lot l; thence along the i vast=lies of said Govar *ft Lot 1 and Lot S, S 00' 26'19' W 2299.77 lasts-thane 8 89' 33'41' Z 1909.59 feat to an interaecticn 1- _ with the easterly right-ot=vay margin of Xonstar Road established j - - by the City of Renton's alignment of August 3, 1951 and the TRUE _ • POINT OF IITaTSt'TtiG being a point on i curve concave to the Ij _ southwest the radius po'Zt of which bears S s7' 4a'40' V 367.11 P • feat: thence along said aastarly right-ot-vay margin for the following tan (10) courses: • northerly along said curve an arc distance of 147.50 fast through a central angle of 22' 01'17', �� H 49' 12'37' R 349.4i feet to the beginning of a cu va to the I right having a radius of 1726.79 feet, • :1 Fli northerly along said curve an arc distance of 256.14 feat through a central angle of Oa' 27'00", .71 N 40' 43'37' R 39.69 feet to the beginning of a curve to the fi ; , right having a radius of 190.37 last, J.::" .71 northerly,along said curve' an arc distance of 292.13 fiat through a can l angle of ea' 08'00", •: N 47' 22'23w E 121.3s feet to the beginning of a curve to t a left having a radius of 316.48 feat, . .;.� northerly along said curve an are diatoms of 1S9•08 feet through a antral angle of 210 .48'00", [ 1 Z( la' 34'21' X ]17.2] Lest to the beginning of n c.izYa to tha left having a radius of 316.48 feet, :, ± northerly along said ;iz ve an arc' distance of 110.47 fast .=;1 + thrtrIVOL a • antx l angle of 20' d0'oo-, .. • .-W.: x of 25'37' W 519.41 float to the southwaat comer of a parcel . . of land cOnvayod to cb■ dunicipality of Metropalitnn seett_■ • to by Tlrst Cl_y E-_'_'_t.its by Cloud reca.-uad under .7ados,44 `'er I 1 8707Ca01(6: «�Nrt�r• • C 4 Los • • rV z _ •=1:a1.war..,.,.,ragiO ...w Aca.a"arreoecr 4 •4 .. p +t" i 1 : 4-:. s. ,17Fi.r:�. •T`+: t�'5�.{f+i4. ''.' ./r. 1 r.'-• *' -- ,-.'-..ti;ti r4�ri-bgt. ' 4,;, 1.-:'.v. 1 aa_,.. . i • 1 • 1 • : e i • • • a - a - -12 29.:2V__1y.1) 15340 I D!tEC _ 1211.4 FLR TEL ha:CMG, 694-1900 12436 Pe4 • . thence continuing alon slid easterly right-of-way margin and along the westerly in. of 'said parcel far the following g four (4) •I - courses: • - •• 8 01' 25'37' X 64.76 feet to the beginning of a curve to the ' right having a radius of 120.00 feat, • . northerly along said curve an arc distance of 54.90 feet • through a cant:al angle of 26' 12'45', N 24' 47'O8' E 24.57 fast.to the beginning of a curve to the • • right having a radius of 45.00 feet, - 'northerly along said carve an arc distance of 31.79 feat - • • • through a central angle of 40' 16'16' to the westerly line of • a bract of land conveyed to Metro by' Deed. recorded under _ - •. Recording Number 82007200222 - ... - - n said eerya x 22'.25'36" W 16.03 feet to the unorth line saidstlast quarter of the Northwest quarter; thence along said north line 5 17' 26'22' E 225.60 feet to. the westerly comer of a tract of land conveyed to First City Equities by Metro by Dead recorded under Recording Number 5707010245; thence along the southwesterly line of said tract 5 65' 13'27■ E 207.51 _ feet to an• intersection with a curve concave to the north, the radius point of which bears N 40' 45'45s X 422.96 feet and the -' northerly line of a tract of land conveye to the Municipality of : Metropolitan seattle po by 'Hurlingtoa Northern Railroad Conpaay by Deed recorded Hader Recording Number 8207200263; thence along said• northerly 11$1 for the following five (5) courses ;a.� `• _ hct - souteasterly along said i■•an arc distance of 294.03 feat through a central angle of 39' 49'496, - - - 8 C9' 04'04' X 197.07 feet, •• .r 5 73' 04'20'. E 11.32 feet to an intersection with a curve • , , concave to the northeast the radius point of Which bears N 73' ;J 17'41' 2 431.32 feat, • -Art .1 southeasterly along said curve an are distance of 424.53 feat - i through a central eagle of d6' :2'Ol', _ 5 73' 04'20' S 46.4e feet to the westerly line of a tract of _" land conveyed to King County by • the Municipality of ;- Metropolitan Seattle by Deed recorded under Recording N' ber - ' 513.2220430: . ' • 7' • :hence along said westerly line for ths•tolloving tour (4), aoux-usI 0 =.' .5 73e 04'20'.L-ba:91 fast to the beginning of a curve to..tye . - right having a radius of 307.00 fast,_ •tea ,...• - . - tleap t`L fit. .r 'tY,,. -F 'i•!r^:'r =:?-..`l f r.,,,' i • + .1�-•si .-.'r.a.:.•.. .r:.wn ...Ari*l r•_.0 [.vim . . .V• C y,. t. .:... c -.r.4 1.•• 1'.►•.I•. �l3• r_.Jr:� 4,', •,7 ...0� .+ + - _ '': s p.. =.sM t,• •+'- - :7f,Ae • 7 •:r1,61? ._10.1'.Y Y'.;-,. .ram.,_ s , fir '�=l�J" fay -j.. 47 Yo��;fyn: `'!,- • _ I: •.. `�•(;r•t•? �1';• •.!'j •t_• b.�e...`% "•', i a" i : W� y..�'\: i i4i:.-..4^'►;T, r•'%.: .ice:`-2.z. +.Tr. . _ 1. _ :' •_M 1 • • ri • • -- .-,_try_24_'95_-ED 15:41 1D:PEC - :2TH FLR im_ 1•a:Q©6) 684-1920 m436 Fes • .11 • . southerly along aoid c:rve an arc distance of 329.53 feat through a central angle of 61'"30'00', S 11' 34'20' L 749.46 feet, - S 12' 38'42' E 94.52 feet to the easterly line of a tract of • land conveyed to the Municipality of Xatropolitan Seattle by _ y •• Burlington Northern, Inc. by Dead recorded under Recording irNumber 7106030382:• thence along said easterly line S 11' 34'20' Z 316.52 twat: thenceIr . continuing along said easterly line N 78' 25'40" E 39.27 feet to the westerly line of a tract of land conveyed to King County by the _ ._ Ht3n1Cipallty_ of Metropolitan Seattle by naiad recorded under.;•• Recording Number 21.12220420: thanca along said westerly line 5 18° 38'42' Z 95.96 Saat to a tract of land established by Xing. County Superior Court Cause No. 84-2-07769 7 and surveyed and-recorde.d in Book 40 of Surveys on Page 180,-Recording Humber 8406149003 and • amended by Affidavit recorded under Recording Humber 8504110606: thence along said tract of land for the following tan (10) courses: H 77' 29'35" E 0.70 feat to the westerly line of a tract of . • • land conveyed to the City of Renton by Deed recorded under f Recording Number 8212090480, • S 18' 38'500 Z 100.58 feet to the southwest corner of said • j tract of land, N S 77' 29'35' W 644.15 fast along the southerly margin of the 1 =''•_' n Northern previous Burlington Nore Railroad Company right-of-way to :' the be-yinaing of a dove to the lest having a radius of 905.37 feat, • jwesterly along said curve and along said southerly margin an .1 arc distance cf 267.55 fast through a central angle of 15' • r) 55'55' to the vast line of said Southwest quarter of the Northeast quarter. . S CI' C5'18' Q 142.62 fast along said vast line to the northwesterly margin of that portion of the right-ot-vay at Primary state Highway No. 1 (intaxstats 405) identified oo the highway nap recorded ,_,^,Gar Racardi_g Number 5299478, as the 5-Lena, and a point on a curve concave to‘the south, 1 the radius point of which hears S 02' 17'58" B 251.00 feet, westerly along said curve and along said northwesterly narcin an arc distance of 174.03 Last through a antral angle of 39° 43'30', a ! _ continuing along said r,or.:vsstarly margin S 47' 58'32' W ` ' 243.18 fast to the nortn lime of said Govarumsnt Lot 8, ! \ -4 7 'Q , =,s` 'jig s'Tf: • y-.3.:'v`;"••�r... .....- .TRV.�,.Csa.-...ofn_ r. • ��y,,, :,,�y 4',a,1...y � Y _.,..., T.'f•�Jti 4n~ _,..J��ii:.l' ti t.7,7--. 4. ,7; '. a •_,..',V_ �l ."Pr4 YVas jr. G�6/ .'a C._ +'�"w s,,� : `Y _ . .- �..•.r�•"�S"�`t: ,/J{i it:r`•.1 :3' tr a•�..iS.4w i"S�r�a. .�i : ...1 � I • I I • • 0 I • I 1 • MAY-24-'95 L.L;, 15_:42 !D:I'£C - 12TH FLR y436 along zaid north line N 87' 34'15" K 16.07 feat to the i i. - sastarly margin- of the previous -Burlington Northern Railroad • ••• Company right-of-vay •and a point on a curve concave to the southeast having a radius of 905.37 feet-the radios point of which bears S 624 24'09" L, southerly along said easterly margin and along said curve an are distanca of 181.53 feat througn a antral angle of 11' 2S•16' to a line parallal'vith and 70.00 feat nortbvaatarly • of the centerline of Washington State Highway Na. 1-L, • along said parallel line•S 66' 33'02" W 125.69 fast to tha easterly line of 'a tract of land conveyed to Schobar IIltarprises, Inc. by the Municipality of Xat=opolitan Seattle; ' thanes leaving said tract of land established by• Zing 'County' ' ' .. 0 superior Court Cause No. 84-2-07769 7 and running thane's along said eaatarly line of Schobar tract, R 046 16'03' W 14.69 fast; thence continuing along said aasterly.lina N 066 22'10w W 321.59 feet to •. .1,. the sauthvestarly =Bergin of the rsalignmant of Xonstar Road: thence l continuing along said easterly line and along said aouthvastarly _ margin. N 41' 55'32• W 61.65. feat to the southerly corner of a tract or land conveyed to the Municipality of Xatropolitan Saatti.e by Schnbar Fntarpriass, Inc. by Dead recorded under Recording -i. Number 8903290812; thence continuing along said southvsstarly margin and along tha southerly line of said tract', N 41' 55'32" R 125.99-feet; thsnca continuing along said southwesterly margin and I I �. said southerly line N- 69' 31'09• W 11.12 fast to said easterly ` right-af- ny margin of Roaster Road aatsblish.d by 'the City of Renton'.s aligum.ant of luqust 1, 1988 "and point on curve concave to the southwest the radius point of which bears N 37' 40'16• W ".s`y 367.11 feet; thence northerly along said margin an arc distance of ' 182.72 feet through a csrzt,-ai angle of 22' 31'04• to tha true point . of beginning. . . I I • •'• • t`S • 1 . ;.• wee ,4.•' i 3 • r:,,: • �z I •T.;•. ;"'�.� [ I c.,ye a..,..aww0�rs�fl'vnha'�iY: :I.Q�`1 +a 1.f J..p•.G:.►... - ;r�:vj I ..r.� av .' �.-• q.e.-• "'SL+5=^!a•ry +�,�' C.• mSr`.r+�+; �• :.r ;`:: ..r. :+.1, '?�•, ._ . i7"''ti.-•- �`.3' .'3 ..•trim t+.�'..:.' .av�?'�.. a:. *t '�•+.: :�..�r ......,^"�v�`•�t� 0 le. . -• • ` . • BX818IT F • TO REGIONAL DETENTION FACILITY , • PUMP P STATION AGREM4E TT AND-RECIPROCAL EASEMENTS • Estimated Budget for the System .a 1) Construction Coats $59,355.00 0 2) Railroad Easement $22,000.00 c. 3) Puget Power $20,000.00 • ..f;� 4) Bush, Roed & Bitchings $20,500.00 T ' 1. 5) Permits $600.00 • SUBTOTAL $122,455.00 • 6) 10t Contingency $12,245.00 TOTAL $134,700.00 . ri • r.) • • 1.1.472A 7 tF J •^n.. • •1 Y�.0.A1.,..z.... •F-..'.-. Iii':itRa :"4 5."*.:rkFr;ir.; .]�.-..«.:f.;'sc_.r,'r`.a:?t.::.-z`;„...?+'•. " 'wf-'��. �""«L[^4 ?M'1j'n- 1 '=t • s 1 r ..�'ti�` . .C'�'. ti4 a � ♦ �'`f�(y,� ♦ •1 �iG- -E•tit-� 1. -,•- ♦ ,��:,, .r;w-'; ��'i:� .;=• s-zk' 1 s !:Y y,, !. � �•' i +�'•r/ct �Y-. Y'�- ..�,'�r.;�•- o EN I • -•mmmw_ A wLWili EXHIBIT G TO REGIONAL CETENTION FACILITY • PUMP STATEION AGREESISNT AND RECIPROCAL EASEMENTS Easement Area on the Trust Property •. ON-8ITN Tnlirvmc= EASE , DESCRIPTSON PLUMBERS 4 PM:FITIME TRUST PROPERTY THAT PORTION OP THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 • • NORTH, RANGE 4 EAST. W.M., IN UNG COUNTY, WASHINGTON. LYING WITHIN • A STRIP OF LAND 10.00 FEET IN WIDTH. HAVING S.00 FEET OF SUCH WIDTH • ON EACH SIDE OF AN EASENINT CENTERLINE DESCRIBED AS FOLLOWS: i . • COMIENCING AT THE HOST SOOTSYRLY CORNER OF THAT CERTAIN PARCEL DESCRIBED IN DEED TO ELAND BUILDING LIMITED Pam, RECORDED UNDER RECORDING NO. 9006281432, prnrnml OF SAID ICING COUNTY, THENCE NORTH 54.28'10" EAST 80.00 FEET ALONG THE SOUTHERLY LINE THEREOF TO - THE TRUE POINT OF BEGINNING OF SAID EASEXENT CENTERLINE; - - _ THENCE 'SOUTH 46.10'27' EAST 10.00 FEET ALONG SAID EASE T CENTERLINE TO THE TERMINUS THEREOF; • THE SIDELSNFS OF :3ZS M.312 r2.Z SHALT, BE SO SHORTENED OR LENGTHENED SO AS TO TERKLMATE IN THE SOUTH LINE OF SAID ELAND PARCEL. SITUATE IN THE CITY OF RENTON, RING COUNTY, WASHINGTON. I PLUMBERS 4 PIPEFITTEpS TRUST ` 'i REGIONAL DETENTION FACILITY r r fll� 51ILL AM A. HICROX, P.L.S. j �+r 0� BRH JOB NO. 90369.07 - r app FEBRUARY 22, 1995:'� 1 1= REVISED MARCH 27, 1995 I ;tr \i/.4tt"-I-E7191‘ • tape v+n 'I • SY ii. cy •:-:'it • z•ti f i 1 A.s tr_ '.5 9" a � a ..?l�w.a =• :,, • `'� IfYy►S : j*y i 1 t�1+f'•4.►: .11� +.��"" : ly_•% LI+cr4dw .4 '.;-'.421 4 7"'t, X-fL^ ,; 44 1 •••'' ` �`° f} -+�'y -S7 .t '; : . **..%•E iu«-v.r,3fT . . ;441Li . .7. • . , ..-;.*""C? ri'.;, •• N. 1fTE::l 3 r , , . , • w •,413, C .7•r. a 4am•, li a wai • EXHIBIT H i� TO REGIONAL DETENTION FACILITY • .4 PUMP STATION AGREEMENT AND RECIPROCAL EASEMENTS Easement Area on the Eland Property OY-BITE DRAINAGE EAEEXE T DZSCitIPTIOY ELAND PROPERTY • THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 IlL NORTH, RANGE 4 EAST, W.M., IN XI G COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 10.00 FEET IN WIDTH, HAVING 5.00 YEET OP SOLE WIDTH : ON EACH SIDE OF AN EASEMENT CENTERLINE DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHERLY CORNER OF THAT CERTAIN PARCEL is ai DESCRIBED IH DEED TO ET.AND BUIZOING LIMITED PAIt12tIILSHIP, RECORDED UNDER RECORDING NO. 9006281432, RECORDS OF SAID XIBG COUNTY, TBZZtCE NORTH 54.28'10" EAST 80.00 I ALONG.THE SOiTTSERLY LINE THEREOF TC ' THE TRUE POINT-OF BEGINNING OF SAID-EASEMENT CENTERLINE; • THENCE ALONG SAID EASEMENT CENTERLINE THE FOLLOWING FOUR COURSES: .'• THENCE NORTH 46.10'27N WEST 125.66 FEET; THENCE NORTH 22•30,42" WEST 282.00 FEET; THENCE SOUTH 77'29'18° WEST 23.04 FEET TO THE WESTERLY LINE OF SAID ELAND PARCEL; 1 • THENCE NORTH 36.29'33" WEST 12.00 FEET TO THE TERPaNTS OF SAID EASEMENT CENTERLINE AND FROK SAID TERMINUS SAID POINT OF COMMENCING N BEARS SOUTH 22'15,22w EAST 430.77 FEET DISTANT; .1, 7Xt'FPT THAT PORTION THEREOF LYING WESTERLY OF SAID WESTERLY LINE OF .•.1 SAID ELAND PARCEL. . .-1:J THE SIDELINES OF THIS EASE•iaNT SHALL BE SO SHORTENED OR LENGTHENED A SO AS TO MEET AT ANGLE POINTS AND TERMINATE IN THE SOUTH LINE OF SAID ELAND PARCEL. 11, ; SITUATE IN THE CITY OF RENTON, XING COUNTY, WASHINGTON. PLUMBERS & PIPEFITTERS TRUST . � REGIONAL DETENTION FACILITY A'E/r WII.LIAM A. HICICOX, P.L.S. $•4+ot x �0+ BRH JOH NO. 90369.07 1 4. FEBRUARY 22, 1995 REVISED WRACK 27, 1995 • I :, rss+�s an n T �R ?r 1. E7 . .rz . .•1 . .,_ .. rye•l.. ' .•*."r —:. #6d'�r,:.d•n:. ,-;_.._.. ...-; p Y ka+r = �o� �a�N arnsti3'i .-Y' �S} y;•�-r.. , • . MO +J' hr:, ti 4,•V�-s : sY wY� " '�' .M '!{: _.ai.t •r i i 'A'e„ { .... t • . r. � _ ,r .. . _ <. ,, �vjt,:w._. •...- t i.�.=.., •: .• . �a a'i.ic..: - •. }y..� :-.._ '7.1 .. r►e �3• j*W,•. fJisS .i.ts::w•t! r;W37 1 • • 4 co - ,,+: / ELAN BUILDING LIMITED PAR TNERSI ' - O \ ..' / ;" DEED REC P .0000281432 `'I- ' p (( SCALE: =60 ' g41. g . N----... a ae• o•as y co.t �`` _.e ;' '''''.711.-- '''' Tv,...krs—I ""•,.... 3: / 6.wBn. & Nav:•Co. (UPR_Ft.)-� p,v I -i $ON—SITE DRAINAGE EASEMENT SKETCH -.r��.a.,. .- . - ; ,Jryl A.ll4.1i..... I ,i tt PREPARED 1DR:pLUMBERS & PIPEFITTERS TRUST 4`/•d ',;4•..' ,�I ' {j : PROJECT: REGIONAL DETENTION FACILITY . b;:• , I ;Yr BAN JOB NO.90369.07 DATE:2/77/95 , T,r*.. .,- 1 h, i.-a_'- L f w -1111•2../T.1,1 `° I BUSH,ROED i HRCHINpS,INC. Z `�I ;.;; =:fir. . ' ': EXHIBIT I ..M! TO REGIONAL DETENTION FACILITY sP� 14 +. • - MP,,STATEION AGREEMENT AND RECIPROCAL ESEMENTS �`�: Sketch of Easements I—, . 3 's RETURN ADDRESS • �. . - a' 000 �/ oa4.1n4a , 440 G y/o 5 • (gym: � 6 6 MOKct')nooy Please pnne roily or type urortmtion Document Title(s) • cD I NReference Numbers(s)of related documents r4 X Additional Retem=f t on pea Grantor(s) lint,end huddle Noel) Addidoael gnomon on pale— Grantee(s)curt,fire end Miidle Mitian Adalpprrl tu■�on page— Legal Description(abbeenme>d corm:I.e.lot,block plat er seelmo.,seseah(a mom.emartothessagi Addidpcal argil a on tar 4f Assessor's Property Tax Parcel/Account Number Additional parcel f r on page— The Auditor/Recorder N rely oe wa intormetfr prerl.l r ill tern. T 'Leff gril rM rod t4 gleesome to sertfy the accuracy or completeness o/the tad®e®in(ervtfon prnand YaW Dc —„r NOT 7QUURE ememem • • 11111 • • Naas it: Vr1, Recording requested by, and when recorded, return to: SPRINT COMMUNICATIONS CO. 1200 MAIN STREET KANSAS CITY, MO 64105 :ATTN: JOHN STODDART MOKCMT1004 COMMUNICATION SYSTEMS RIGHT OF WAY & EASEMENT KNOW ALL MEN BY THESE PRESENTS, that Eland Building Limited Partnership, a Washington limited partnership, whose address is .ot '7 Soee41H. 9fri:IA , the owner of Parcel 2 as described on Exhibit A attached hereto and by reference made a part hereof and B & G Renton Partnership,. a Washingto g��eral partnership, whose address is 1`ile �.. ( O.n t ., #311) . .4 Lx U) . 310 , the owner of Parcel 4 as described in Exhibit A, hereinafter collectively called "Grantor", for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the • receipt of which is hereby acknowledged, does grant unto US Sprint Communications Company Limited Partnership, a Delaware limited artnership, its successors, assigns, lessees and agents, hereinafter called "Grantee", a right of way and easement to construct, operate, Saintain, inspect, alter, replace and remove such underground communicatior, equipment as the Grantee may, from time to time, require, consisting of underground cables, wires, conduits, manholes, drains. splicing boxes, surface location markers and other facilities for similar uses, upon, aver, through, under and along a parcel of land ten 4set (10') in width ("Easement") crossing the real property described '¢'n Exhibit A attached hereto and a plat of the Easement shown on Exhibit B attached hereto and, by reference both made a part hereof, together with: • • (A) the right of ingress and egress over and across any adjacent real property owned or controlled by Grantor to and the easement for the purpose of exercising the rights granted • herein provided that such ingress and egress does not interfere with Grantor's improvements or eses; (B) the right to clear and keep cleared all trees, roots, brush ® and other obstructions from the surface and sub-surface of the Easement, and during construction or maintenance periods, to use additional areas adjacent to the Easement for ingress and egress. Grantor shall have the right to use and enjoy the surface of the Easement except when such use interferes with the rights and privileges conveyed herein to Grantee. Grantor agrees not to erect or construct any building or structure, or plant trees within the the Easement. bur Grantor shall landscape the surface of the Easement in a manner compatible with the adjacent property. Grantee agrees to fully compensate Grantor for any damage or injury done to livestock, growing crops, improvements, structures, parking eie2y%`,e/1':16, • Page 1 . 6 - oilmen . imeeme LARDS I: 4109Z areas, landscaping and other appurtenances end/or other improvements in the course of construction and maintenance associated with the aforesaid communication eystem(s) except if caused by the negligent or willful act or omissions of Grantor, its heirs, assigns, agents, employees or contractors. Grantee agrees that any areas adjacent to the Easement that are altered or damaged as a result of construction or maintenance by Grantee, but which are lying outside the Easement shall be restored to their prior condition when said construction or maintenance iscompleted. Grantee-egress to release, indemnify, defend and hold harmless Grantor against any and all claims, demands and causes of action arising in favor of any person, corporation or governmental entity, because of personal injury including death, or damages to property, including the communication system(s) , resulting from any act or omission of Grantee, its employees, contractors, subcontractors, or agents in the course of construction and maintenance of the communication syetemis) or uaa Gf the Easement. Grantee agrees that should the communication systems) be abandoned, or not used for a period of two (2) years, the Easement shall automatically cease and terminate and Grantee shall, if requested by the undersigned, release the same of record. Grantor hereby agrees to warrant and forever defend title to the Easement against the claims of any and all persons claiming by, through or under Grantor, and that Grantor has full right and authority to Genter into and deliver unto Grantee this right of way and easement. .c.0, Grantee, upon the reasonable request of Grantor, shall relocate the ,4 herein described communication equipment at Grantee's expense. ri The covenants, terms, conditions and provisions herein shall extend to and be binding upon the hairs, executors, administrators, personal representatives, successors, assigns, lessees and agents of the parties - hereto. IN WITNESS WHEREOF, this instrument +s executed this 31 day of OL1-Apcc— , 1990 . n/��., ELAND BUILDING LIMITED PARTNERSHIP, C_,ORRtCTt • A WASH NGTON LIMITED PARTNERSHIP '1►d� [ a ,� By: i c�+...Z7 Title : 1R.raf a & G R LION PARTNERSHIP, A WASHI,dierl GENERAL P �� •SHIP B -01!5'/_ IIP .lfssrt Title : ‘.4(.4.e..4 f r� Page ► - . •. a.<s 6 se_ • • • :(R�s a: ye/y2. ACKNOWLEDGMENT STATE OF usil. Ht JG-rdn, ) ) 86. COUNTY OF 1 A.) G ) On Oc:+vlo�. 3 1t 1 et R 0 before me, the undersigned, a Notary Public in and for said State, personally appeared Sl o b). EL.Mi e l J'- personally known to me or proved to me on the basis of satisfactory evidence to be the person who executed the within instrument as the PA, i,v.e R df the limited partnership that executed the within instrument and acknowledged to me that such individual executed the same as H I S free act and deed and for the purposes and consideration therein expressed. :60�a -r NOTARY PUBLIC ��1pi My Commi sio Expires: '',:siiµ+ • ACKNOWLEDGMENT ▪ STATE OF V.)0.4N i ri o1-6►J ) ,/ ) ss. QDD COUNTY OF l ir-O - - 1 (I On O( ov r 3i, \c P\O before me, the undersigned, a Notary Public in • and for said State, personally appeared lr u.cp M ?L'?1u m 4' 0 personally known to me or cn proved to me on the basis of satiafactor evidence to be the person who , executed. he within instrument as the 1[_rn.J �a.r'E'Y1L� S. of the limited partnership chit ed the within instrument and acknowledged toms chat such in A$ 3 executed the same as �; S free act and deed and for the Purr consideration therein expressed. • p11a1.1C , _c A\eve1. - -k< NOTARY PCB "' My Commission, Expires: • r _ .sss e!. • EXHIBIT "A" This Exhibit "A" is attached hereto and made a part of that certain Communications Systems Right.of Way and Easement dated SI Qr ka6.e� , 1990 by and between the undersigned as Grantor and US Sprint Communications Company Limited Partnership, a Delaware limited partnership, as Grantee. To wit: Said Easement is located along the Westerly portions of Lots 2 and 4 located within the Northwest Quarter of Section 24, Township 23 North, Range d East, Willamette Meridian, zing County, Washington as depicted in Exhibit "8" attached hereto. Lot 2 is more particularly described in a Deed, Container Corporation of America to Eland Building Limited Partnership r* recorded in the records of King County, Washington. 4.4 Lot 4 is more particularly described in Statutory Warranty Deed, Container Corporation of America to B & G Renton Partnership, Recording Number 9006281434, dated 6/2B/90, records of King County, Washington. 04 JOSigned For Identification: 0 ELAND BUILDING LIMITED PARTNERSHIP, A WASH 1GTON LIMITED PARTNERSHIP B y: LI c.5 --.a+.'c • B & G RENTON PARTNERSHIP, A WASHI2iopiN GENERAL Py� ERSHIP [PARCEL 4A J — 1 (BLUME) ©4©.gp'S RAILROAD ESMT !�t . [PARCEL 4 iP �, �l ©moo-�,'- 1......------(, L k1PARCEL y• Q \k, r tp• I \ ' - I'''t3I'l 1 �i 5�o�j I Z RAILROAD ESMT.—. - O �jy vi'c'. oe a e / G a�P TZ3 N-R4 E /� / WSJ. z9�o Q -' l I us.sPRiNT rAAWER :15 Z �'US t -1 A :1 MCI MARKER -". war EXHIBIT B Y/ A I ATL MARKER raw 1W - - -- - -A..-. -� ID Ve ) I • .• •'-'.• -,-an , ..,erv,;,f,..,::i*I',7•!',1.7......1,. ..:'..i.-:,.... •.. ,,,q,,m7F-w,7,,777,07,77.7„, Srtivi, .ipper.a:4117,y;i7;17, '7AM-W.,,,,,,i.v- tr75-7-7";... 1-7,;',,,,,,,,,"W.yr,,,,,,,,,,A.; •,7,4i.M.,,,,,„ ' OW...:.,,,,;!,..4.,:•,":"..":7;t,..Ci';`•.-:..1'...•'r ;;. 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' fi,,,1 -- -,k....-.- ,- --- . - --" - • GEOTECHNICAL ENGINEERING STUDY PROPOSED MONSTER ROAD OFFICE BUILDING LOWER MONSTER ROAD RENTON, WASHINGTON E-8971 • January 10, 2000 PREPARED FOR ASHTON DEVELOPMENT. COMPANY, LLC Scott D. Dinkelman, RPG Project Manager 007 0 Robert S. Levinson, P. Principal !azpozs: 7/oo Earth Consultants, Inc. - J • - • 1805 .1.36th Place Northeast, Suite 201 Bellevue; Washington 98005 " (425) 643-3780 Toll Free 1-888-739-6670 . IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- technical engineers who then render an opinion about face conditions than any other factor. As troublesome as overall subsurface conditions,-their likely reaction to subsurface problems can be, their frequency and extent proposed construction activity, and appropriate founda- have been lessened considerably in recent years,due in tion design. Even under optimal circumstances actual large measure to programs and publications of ASFE/ conditions may differ from those inferred to exist, The Association of Engineering Firms Practicing in because no geotechnical engineer, no matter how the Geosciences. qualified,and no subsurface exploration program, no matter how comprehensive,can reveal what is hidden by The following suggestions and observations are offered to help you reduce the geotechnical-related delays, earth, rock and time.The actual interface between mate- cost-overruns and other costly headaches that can rials may be far more gradual or abrupt than a report occur during a construction project. indicates.Actual conditions in areas not sampled may differ from predictions: Nothing can be done to prevent the unanticipated, but steps can be taken to help ninirnize their A GEOTECHNICAL ENGINEERING impact. For this reason, most experienced owners retain their REPORT IS BASED ON A UNIQUE SET geotechnical consultants through the construction stage,to iden- tify variances,conduct additional tests which may be OF PROJECT-SPECIFIC FACTORS needed, and to recommend solutions to problems A geotechnical engineering report is based on a subsur- encountered on site. face exploration plan designed to incorporate a unique SUBSURFACE CONDITIONS set of project-specific factors.These typically include: the general nature of the structure involved, its size and CAN CHANGE configuration; the location of the structure on the site and its orientation; physical concomitants such as Subsurface conditions may be modified by constantly- . access roads, parking lots, and underground utilities, changing natural forces. Because a geotechnical engi- and the level of additional risk which the client assumed neering report is based on conditions which existed at by virtue of limitations imposed upon the exploratory the time of subsurface exploration, construction decisions program.To help avoid costly problems, consult the should not he based on a geotechnical engineering report whose geotechnical engineer to determine how any factors adequacy may have been affected by time. Speak with the geo- which change subsequent to the date of the report may technical consultant to learn if additional tests are affect its recommendations. advisable before construction starts. Unless your consulting geotechnical engineer indicates Construction operations at or adjacent to the site and otherwise, your geotechnical engineering report should not natural events such as floods, earthquakes or ground- ' be used: water fluctuations may also affect subsurface conditions •When the nature of the proposed structure is and,thus, the continuing adequacy of a geotechnical changed, for example, if an office building will be report. The geotechnical engineer should be kept erected instead of a parking garage, or if a refriger- apprised of any such events,and should be consulted to ated warehouse will be built instead of an unre- determine if additional tests are necessary. frigerated one; •when the size or configuration of the proposed GEOTECHNICAL SERVICES ARE structure is altered; PERFORMED FOR SPECIFIC PURPOSES •when the location or orientation of the proposed AND PERSONS structure is modified; •when there is a change of ownership,or Geotechnical engineers' reports are prepared to meet • for application to an adjacent site. the specific needs of specific individuals. A report pre- Geotechnical engineers cannot accept responsibility for problems pared for a consulting civil engineer may not be ade- which may develop if they are not consulted after factors consid- quate for a construction contractor, or even some other ered in their report's development have changed. consulting civil engineer. Unless indicatedotherwise, this report was prepared expressly for thelclient involved and expressly for purposes indicated by the client. Use MOST GEOTECHNICAL "FINDINGS" by any other persons for any purpose.or by the client ARE PROFESSIONAL ESTIMATES for a different purpose, may result in problems. No indi- vidual other than the client should apply this report for its Site exploration identifies actual subsurface conditions intended purpose without first conferring with the geotechnical only at those points where samples are taken,when engineer. No person should apply this report for any purpose they are taken. Data derived through sampling and sub- other than that originally contemplated without first conferring sequent laboratory testing are extrapolated by geo- with the geotechnical engineer. A GEOTECHNICAL ENGINEERING der the mistaken impression that simply disdaiming re- REPORT IS SUBJECT TO sponsibility for the accuracy of subsurface information MISINTERPRETATION always insulates them from attendant liability. Providing the best available information to contractors helps pre- Costly problems can occur when other design profes- vent costly construction problems and the adversarial sionals develop their plans based on misinterpretations attitudes which aggravate them to disproportionate of a geotechnical engineering report.To help avoid scale. these problems, the geotechnical engineer should be READ RESPONSIBILITY retained to work with other appropriate design profes- READ RESPONSIBILITY sionals to explain relevant geotechnical findings and to CLAUSES CLOSELY review the adequacy of their plans and specifications relative to geotechnical issues. Because geotechnical engineering is based extensively on judgment and opinion,it is far less exact than other . design disciplines.This situation has resulted in wholly unwarranted claims being lodged against geotechnical BORING.LOGS SHOULD NOT BE consultants.To help prevent this problem,geotechnical _ engineers have developed model dauses for use in writ- SEPARATED FROM THE ten transmittals.These are not exculpatory clauses ENGINEERING REPORT designed to foist geotechnical engineers'liabilities onto someone else. Rather,they are definitive clauses which Final boring logs are developed by geotechnical engi- identify where geotechnical engineers' responsibilities neers based upon their interpretation of field logs begin and end.Their use helps all parties involved rec- (assembled by site personnel)and laboratory evaluation ognize their individual responsibilities and take appro- of field samples.Only final boring logs customarily are priate action.Some of these definitive dauses are likely induded in geotechnical engineering reports.These logs to appear in your geotechnical engineering report,and should not under any circumstances be redrawn for inclusion in you are encouraged to read them dosely.Your geo- architectural or other design drawings, because drafters technical engineer will be pleased to give full and frank may commit errors or omissions in the transfer process. answers to your questions. Although photographic reproduction eliminates this problem, it does nothing to minimize the possibility of OTHER STEPS YOU.CAN TAKE TO contractors misinterpreting the logs during bid prepara- tion.When this occurs,-delays,disputes and unantici- REDUCE RISK pated costs are the all-too-frequent result. - Your consulting geotechnical engineer will be pleased to To minimize the likelihood of boring log misinterpreta- discuss other techniques which can be employed to mit- Lion.give contractors ready access to the complete geotechnical igate risk. In addition,ASFE has developed a variety of engineering report prepared or authorized for their use. materials which may be beneficial.Contact ASFE for a Those who do not provide such access may proceed un- complimentary copy of its publications directory. • Published by ASFIE THE ASSOCIATION OF ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES 8811 Colesville Road/Suite G106/Silver Spring, Maryland 20910/(301) 565-2733 0788/3M 1fit ��F- : Earth Consultants Inc. 1;/\\ 4;0 Ga i„c chnical Idnginerrti. nlo}fists&Ihrivirnnnu nral Scientists January 10, 2000 E-8971 Ashton Development Company, LLC 16400 Southcenter Parkway, Suite 502 Seattle, Washington 98188 Attention: Mr. Dan O'Connell Dear Mr. O'Connell: We are pleased to submit our report titled "Geotechnical Engineering Stud , Proposed Monster Road Office Building, Lower Monster Road, Renton, Washington." This report presents the results of our field exploration, selective laboratory tests, and engineering analyses. The purpose and scope of our study was outlined in our November 24, 1999 proposal. Based on the results of our study, in our opinion the site can be developed generally as planned. Support for the proposed building can be provided using a conventional spread and continuous footing foundation system bearing on competent native soils or bedrock. Slab-on-grade floors can be similarly supported. In order to achieve construction subgrade elevations, cuts extending to depths of sixteen (16) to twenty-five (25) feet below existing grade will be required. In our opinion, the excavations can be accomplished using conventional open cuts in conjunction with temporary shoring. We appreciate this opportunity to have been of continued service to you. If you have any questions, or if we can be of further assistance, please call. Respectfully submitted, EARTH CONSULTANTS, INC. • • Robert S. Levinson, P.E. Principal SDD/RSL/bkm • 1805-136th Place N.E.,Suite 201,Bellevue,Washington 98005 Bellevue(425)643-3780 FAX(425)746-0860 Toll Free(888)739-6670 it TABLE OF CONTENTS E-8971 PAGE - I INTRODUCTION 1 General 1 Project Description 1 SITE CONDITIONS 2 Surface 2 Subsurface 3 Groundwater 5 Laboratory Testing 6 DISCUSSION AND RECOMMENDATIONS 6 General 6 Shoring Recommendations 8 Cantilevered Soldier Piles and Lagging 8 Tieback System 8 Anchor Testing 9 Lagging Design 10 Lateral Resistance 10 Vertical Soldier Pile Capacity 10 Shoring Wall Drainage 11 Shoring Monitoring 11 Site Preparation and General Earthwork 11 1.5H:1V Fill Slopes 14 Slope Fill Placement 14 Temporary Excavations and Slopes 15 Permanent Slopes 16 Foundations I 16 Retaining Walls 17 Slab-on-Grade Floors 18 Seismic Design Considerations � 19 Site Drainage 20 Utility Support and Backfill 21 Pavement Areas 21 LIMITATIONS 22 Additional Services 23 Earth Consultants, Inc. TABLE OF CONTENTS, Continued E-8971 ii APPENDICES Appendix A Field Exploration Appendix B Laboratory Test Results ILLUSTRATIONS _ I Plate 1 Vicinity Map Plate 2 Test Pit Location Plan Plate 3 Cross-Section A-A' Plate 4 Cross-Section B-B' Plate 5 Temporary Shoring Detail Plate 6 Shoring Wall Drainage Plate 7 Fabric Reinforced 1 .5H:1 V Fill Slope Plate 8 Fill Slope Placement Plate 9 Typical Footing Subdrain Detail Plate 10 Utility Trench Backfill Plate Al Legend Plates A2 through A7 Test Pit Logs Plate B1 Grain Size Analyses Plate B2 Atterberg Limits Test Data Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY PROPOSED MONSTER ROAD OFFICE BUILDING LOWER MONSTER ROAD RENTON, WASHINGTON E-8971 INTRODUCTION General This report presents the results of the geotechnical engineering study completed by Earth Consultants, Inc. (ECI) for the proposed Monster Road Office Building, Lower Monster Road, Renton, Washington. The general location of the site is shown on the Vicinity Map, Plate 1 . Geotechnical explorations were conducted at the site for a developer in January 1998. These explorations included two rock cores and the excavation of one test pit. The logs from the previous explorations were available for our review. Ttie previous geotechnical work conducted at this site also refers to a geotechnical engineering study and abandoned mine assessment conducted in December 1997. This document was not available for our review. If the December 1997 document does becorf a available, we should be allowed to review it and evaluate any impacts the additional information may have on our recommendations. The purpose of this study was to further explore the subsurface conditions at the site and based on the conditions encountered to provide specific geotechnical recommendations for the proposed site development. Project Description We understand it is planned to develop the site with a three-story office building. At the time our study was performed, the site, proposed building location, and our exploratory locations were approximately as shown on the Boring Location Plan, Plate 2. The proposed building will consist of two levels of office space above one level of parking. The parking and lower level of office space will be benched into the natural slope of the site, requiring an excavation of about sixteen (16) feet deep. The building excavation will be supported using shoring. The shoring will be incorporated into the permanent building walls. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 2 We anticipate the proposed building will be of concrete-frame construction. Based on our experience with similar projects, we would anticipate wall loads in the range of three (3) to five (5) kips per lineal foot, with column loads in the range of two hundred (200) to two hundred fifty (250) kips, and slab-on-grade floor loads of two hundred fifty (250) pounds per square foot. An asphalt paved parking area is also planned to the east of the proposed building. A maximum depth of twenty-five (25) feet deep is planned to achieve parking subgrade elevations. The lower approximately six feet of the excavation will be supported with a rockery. Above the wall will be an approximately twenty (20) foot high 1 .5H:1 V cut slope. i . A driveway extending up from Lower Monster Road will provide access to the site. The ' driveway will require the placement of up to eighteen (18) feet of structural fill. The south edge of the fill will likely consist of a geogrid reinforced structural fill faced with gabions or lock-blocks. If any of the above design criteria are incorrect or change, we should be consulted to review the recommendations contained in this report. In any case, ECI should be retained to perform a general review of the final design. SITE CONDITIONS Surface The subject site is located west of Lower Monster Road in Renton, approximately as shown on Plate 1, Vicinity Map. The planned development will be located in the south limb of the V-shaped property. The development area extends about five hundred feet in the east-west direction and about two hundred fifty (250) feet in the north-south direction. The site is bordered to the north and west by undeveloped land, to the south by the Burlington Northern Santa Fe Railroad alignment, and to the east by Lower Monster Road. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 3 The site is located on the-south side of the lower flanks of a bedrock massif. As such, the site slopes down from the north to south, with about seventy (70) feet of elevation change across the width of the property. Slopes within the planned development area range from 20 to 50 percent. Along the south edge of the site is a twenty (20) to forty (40) foot high slope which is inclined at 50 percent to more than 100 percent and in some areas is near vertical. The near vertical slope areas are cut slopes related to the Burlington Northern Santa Fe Railroad alignment. The site is vegetated with big leaf maple, alder and Douglas fir and a thick understory of ferns and blackberry brambles. Subsurface For our study, subsurface conditions were evaluated by excavating six test pits at the approximate locations shown on Plate 2. Please refer to the Test Pit Logs, Plates A2 through A7, for a more detailed description of the conditions encountered at each location explored. Our field exploration also included conducting three seismic refraction traverses. We also reviewed the logs from one test pit and tw9 rock cores conducted at this site in January 1998. The subsurface conditions from the explorations were used to develop two cross-sections, which are included as Plates 3 and 4. A description of the field exploration methods is included in Appendix A. The site is located on the lower flanks of a bedrock massif. Our fiel9 exploration indicates the site is underlain by colluvial soils (soils carried down from the Ili pper slopes by mass wasting processes); overlying residual soils (soils derived by weatering of the underlying bedrock) primarily consisting of silt, clay, and silty sand; overlying siltstone, sandstone and claystone bedrock. The following is a generalized description of the subsurface conditions encountered. At the locations of Test Pits TP-1 and TP-3, we encountered a surficial layer of topsoil and duff. This layer was on the order of twelve(12) inches thick and was Characterized by the presence of organic material. This material is not suitable for use as structural fill, nor should it be mixed with any materials to be used as structural fill. ,At our other test pit locations, the topsoil and duff was not encountered and mat' have been removed during previous logging and grading activity which appears to have occurred at this site. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 4 The native soils underlying the topsoil and duff primarily consisted of silt (Unified Soil Classification ML) and lean clay (CL). The silt was generally loose, grading to medium dense at four to ten feet below grade. The clay was generally medium stiff, grading to stiff at ten to fourteen feet below grade. At several locations, the silt and clay soils graded to a silty sand (SM) which typically contained angular sandstone gravel and cobbles. At the locations of Test Pits TP-1, TP-2, TP-4 and TP-6, we encountered coal within the silty sand deposit. At the location of Test Pit TP-4, a coal seam was encountered at fourteen (14) feet below grade. The coal seam at this location extended below the bottom elevation of our test pit — seventeen and one-half (17.5) feet below grade. At the location of Test Pit TP-6, a six and one-half foot thick coal seam was encountered at nine feet below grade. Coal was also encountered at the location of Test Pit TP-101 from the previous geotechnical exploration at about twelve (12) feet belov ' grade. The coal encountered at all of the test pit locations was highly fractured. Geologic maps indicate the coal seams dip to the north-northeast at an angle of 10 to 35 degrees. Based on the current exploration information, it appears the coal seam does not underlie the proposed building area. Bedrock was encountered at the locations of Test Pits TP-1, TP-2, TP-3 and TP-5. At the locations of Test Pits TP-1 and TP-2, the bedrock consisted of claystone and was encountered at fourteen (14) to sixteen and one-half (16.5) feet below grade. At the location of Test Pit TP-3 bedrock consisting.of a conglomerate was encountered at fifteen (15) feet below existing grade. At the location of Test Pit TP-5, the bedrock consisted of sandstone and was encountered at fourteen and one-half (14.5) feet below grade. At all of our locations, the bedrock was highly weathered and could be excavated with our exploration equipment. The bedrock consist of a geologic unit known as the Tukwila Formation, a Tertiary aged sandstone, claystone and conglomerate. Structurally, the bedrock is folded in an east- , west trending anticline, with the subject site located on the north limb of the anticline. As such, the bedrock in this area dips down to the north-northeast. Several strike and dip measurements conducted in our test pits confirmed these values. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 5 Bedrock was also encountered in the two rock cores advanced in January 1998. Rock Core B-101 was located in the area of the proposed building. At this location, dark brown sandy silt was encountered to a depth of four feet. Underlying this lyer, highly weathered sandstone and claystone was encountered to a depth of about twenty (20) feet. Core recovery in the sandstone and claystone was very poor and he samples were highly fractured and disturbed. Below about thirty (30) feet in B-101 , the core recovery improved; however, the claystone was still described as highly fractured. At the location of Rock Core B-102, six feet of dark brown sandy silt overlying highly weathered sandstone was encountered. At twelve (12) feet below grade, hard claystone was encountered. Recovery in the claystone was described as good and the amount of fracturing appeared to be lower than the amount of fracturing described in Rock Core B-101 . Seismic refraction traverses were conducted between Test Pits TP-1 and TP-3, TP-2 and. TP-3 and TP-5 and TP-6. The purpose of the traverses was to obtain seismic velocities of the unweathered rock. Seismic velocities generally ranged from 500 to 750 feet per second (fps) in the upper soil deposits. Where bedrock could be identified in our traverses, seismic velocities ranged from 3,000 to 4,000 fps. Rock with seismic velocities in this range are moderately rippable. Groundwater Light groundwater seepage was encountered in Test Pits TP-2, TP-4, and TP-6 at twelve (12) to sixteen and one-half (16.5) feet below grade. At the location of Test Pit TP-101 from the previous study, heavy groundwater seepage was encountered at twelve (12) feet below grade. Test Pit TP-101 was located outside the are of the proposed building area. Groundwater was apparently not encountered a the two rock core locations. -As such, we do not anticipate groundwater seepage will result in significant construction related issues. However, the contractor should b made aware that groundwater is not static. There will be fluctuations in the level depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the water level is higher and seepage rate is greater in the wetter winter months (typically October through May). Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 6 Laboratory Testing Laboratory tests were conducted on several representative soil samples to verify or. modify the field soil classification and to evaluate the general physical properties and engineering characteristics of the soil encountered. Visual field classifications were supplemented by Atterberg limit tests and grain size analyses on representative soil samples. Moisture content tests were performed on all samples. The results of laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual test pit logs or on a separate data sheet contained in Appendix B. It is important to note that these test results may not accurat9ly represent the overall in-situ soil conditions. Our geotechnical recommendations are based on our interpretation of these test results and their use in .guiding our engineering judgment. ECI cannot be responsible for the interpretation of these data by others. In accordance with our Standard Fee Schedule and General Conditions, the soil samples for this project will be discarded after a period of fifteen days following completion of this report, unless we are otherwise directed in writing. . DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, in our opinion the proposed building, parking and access road can be constructed generally as planned. In order to achieve construction _ . subgrade elevations, a two sided excavation extending to a depth of sixteen (16) feet below existing grade is planned. Due to the natural slope in the area of the excavation and the loose condition of the upper residual soils, it will not be feasible to use an open cut excavation with temporary side slopes: Instead, the excavation will need to be supported with a temporary shoring system. For this application, in our opinion temporary shoring measures consisting of cantilevered soldier piles and soldier piles with tiebacks should be used. The soldier piles would be lagged with timber lagging. The shoring can then be incorporated into the building. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 • Page 7 Building support can be provided using a conventional spread and continuous footing foundation system bearing•on competent native soil or bedrock encountered at the excavation subgrade elevation. Slab-on-grade floors can be similarly supported. The soil and rock deposits underlying this area dip to the north-northeast (into the slope) at an inclination of 10 to 30 degrees. As such, it should be anticipated that the soil conditions and corresponding support characteristics of the native soils will vary widely across relatively short horizontal distances. This may require overexcava ion of loose soils at the excavation subgrade elevation and replacement with structural fill. If the very highly fractured coal is encountered at the building subgrade elevation, it should be overexcavated down to competent materials or a minimum depth of two feet below the construction subgrade elevation, a woven geotextile placed on the overexcavation surface, and the area brought back to grade with structural fill. In order to achieve construction subgrade elevations in the proposed parking areas, an approximately twenty-five (25) foot deep excavation is planned. The excavation will be accomplished using permanent slopes inclined at a 1 .5H:1V inclination. In our opinion, these slopes should be stable against global and surficial instability, however, slopes of this inclination will be susceptible to surficial erosion until permanent vegetative cover can be established. In order to mitigate the potential for erosion, it will be necessary to provide deep rooted, fast growing vegetation on these slopes. An erosion mat or clear plastic should also be used to stabilize the slope surface until the vegetation is established. In order to construct the access road on the south side of the site, it is planned to place up to eighteen (18) feet of fill. The south side of the fill will likely consist of a geogrid reinforced structural fill with a lock-block or gabion facing. In our opinion, this type of wall system should be feasible and we can provide design recommendations when the development plan is finalized. The native soils are fine-grained and moisture sensitive. It should be feasible to use the materials as structural fill, provided grading operations are conducted during dry weather and there is sufficient room and time in the construction schedu`e to allow for aerating the soils and drying them back to near optimum moisture levels. It may also be possible to treat these soils with cement kiln dust to facilitate compaction. A contingency should also be provided in the budget for importing structural fill and using cement stabilization. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 8 This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area for the exclusive use of Ashton Development Company, LLC and their represeniltatives. No warranty, expressed or implied, is made. This report, in its entirety, should be included in the project contract documents for the information of the contractor. Shoring Recommendations In order to achieve,construction subgrade elevations in the proposed building area, a cut extending to a depth of up to sixteen (16) feet below existing grade will be required.. Due to the existing slope in the area of the proposed building, an open cut excavation will not be feasible, and temporary shoring will be used to support the sides of the building excavation. With the planned excavation depth, the shoring will consist of both cantilevered soldier piles and soldier piles incorporating a singlet row of tie- backs. The soldier piles would be lagged with timber. Cantilevered Soldier Piles and Lagging Cantilevered soldier pile walls are typically most economical for wall heights of twelve (12) feet or less. For a wall with a 1 .5H:1V backfill condition, the shoring can be designed to resist an equivalent fluid pressure of fifty five (55) pounds per cubic foot (pcf). This value assumes surcharges due to, construction equipment, structural loads or other surcharge loads will not act on the wall. If such surcharges are to apply, they should be added to the above design lateral pressure. Hydrostatic pressure should be alleviated by seepage between the lagging. A typical pressure distribution for cantilever wall design is included as P ate 5. Tieback System Where the height of shoring becomes greater than about twelve (12) feet, soldier piles utilizing tie-backs typically become more economical. The shoring should be designed to resist the lateral earth pressure previously provided for the cantilev1ered system. With the depth of the planned excavation, we do not anticipate shoring with multiple rows of tiebacks will be required. However, we can provide design criteria for shoring with multiple tiebacks, if needed. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 10 Lagging Design For temporary shoring applications, the earth pressure between the soldier piles can be reduced by one-half to account for soil arching in the lagging design. Voids between the lagging and retained soil greater than one inch in width should be backfilled with sand or pea gravel. The void spaces should be backfilled progressively as the excavation deepens. The backfill material should not allow the potential for hydrostatic pressure to build up behind the walls. An impermeable backfill material such as lean-mix concrete or control density fill should not be used. Lateral Resistance Lateral restraint at the bottom of the shoring walls may be provided by passive soil pressure against the embedded length of the soldier piles beneath the bottom of the excavation. A passive pressure equivalent to a fluid with a unit weight of three hundred (300) pcf may be used for design. The passive resistance may be applied to twice the soldier pile diameter. The passive pressure should be neglected in the upper two feet of the excavation to allow for installation of the underslab drain and disturbance of the excavation surface. Mobilization of the full passive pressure assumes the ground surface inside the excavation will be horizontal for a distance of at least four times the depth of the soldier pile penetration. ECI should be contacted to provide revised design values if this is not the case. Vertical Soldier Pile Capacity The inclined tiebacks will impart a vertical load on the soldier piles. This load will be resisted by the end bearing at the tip of the soldier pile and friction between the soldier pile and soil. For end bearing, an allowable bearing capacity of fifteen (15) kips per square foot may be used. For side friction, a value of one thousand two hundred (1,200) psf may be used. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 11 Shoring Wall Drainage The joints between the lagging will allow water to seep through the shoring and should alleviate hydrostatic pressure from building up behind the shoring. However, the permanent basement walls or concrete facings applied directly to the shoring wall will block this drainage. In order to maintain drainage a continuous sheet drain incorporating a filter fabric such as Miradrain 6000, or approved equivalent should be applied to the shoring wall prior to constructing the finished wall. The Miradrain should extend the full height and width of the shored face. The Miradrain should be connected to a tightline drain installed along the base of the wall to collect and remove any seepage. A typical detail showing the sheet drain and tightline installation is included as Plate 6. Shoring Monitoring A shoring monitoring program should be established so that excessive movements are detected early, to allow for remedial actions to be taken, if necessary. Movement of the wall should be monitored by placing survey points on the top and bottom of each soldier pile. The survey for these points may be performed by the general contractor or surveyor, with the reduced survey data transmitted to ECI for review. The survey points should be monitored on a daily basis during excavation and wee kly until the shoring loads are transferred to the permanent structure. All readings should be promptly reviewed by an engineer from our office. A string-line should also be established along the top of the soldier piles to measure deflections at the top of the piles. The string-line should be measured on a daily basis during the excavation and then twice-a-week until the shoring loads are transferred to the permanent structure. Site Preparation and General Earthwork Earthwork operations at this site will consist of making the excavations required to achieve construction subgrade elevations and placing the fill required to construct the entry road. Preliminary plans indicate excavation depths of sixteen (16).to twenty-five (25) feet below existing grade will be required. Up to eighteen (18) feet of fill will be placed to raise grades at the access road location. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 12 Building and pavement areas along with areas to receive structural fill should be stripped and cleared of surface vegetation, organic matter and any other deleterious material. Existing underground utilities to be abandoned should be plugged or removed so that they do not provide a conduit for water and cause soil saturation and stability problems. Once stripping is completed, the excavation to the design subgrade level can begin. Current plans indicate that to achieve thee design subgrade elevation, an excavation of up to sixteen (16) feet will be required. In our opinion, an open cut excavation can be used, with temporary side slopes of 1 H:1 V. Recommendations for temporary excavations are provided in a following section of this study. Following the stripping and excavating operation, the ground surface where structural fill, foundations, or slabs are to be placed should be observed by a representative of ECI. Proofrolling may be necessary in order to identify soft or unstable areas. Proofrolling should be performed under the observation of a representative of ECI. Soil in loose or soft areas, if recompacted and still yielding, should be overexcavated and replaced with structural fill to a depth that will provide a stable baser beneath the general structural fill. The optional use of a geotextile fabric placed directly on the overexcavated surface may help to bridge unstable areas. The bedrock underlying the site dips at inclinations of 10 to 30 degrees to the north- northeast. As such, the planned level building and parking area excavations will likely encounter distinct changes in soil and rock conditions and corresponding changes in the support characteristics of these materials across relatively short horizontal distances. The contractor should made aware of the potential for variable subsurface conditions. Also, depending on the condition of these materials, localized areas of soft soils may be encountered, requiring overexcavation and replacement with structural fill. Although we do not anticipate the coal seams encountered in Boring B-1., B-6 and the previous Boring B-101 will be encountered in the building excavation, if coal is exposed at the building subgrade elevation, it should be overexcavated down to competent materials or to a minimum depth of two feet below construction subgrade elevation and then the overexcavation backfilled with structural fill. A woven geotextile fabric, such as Mirafi 600X should be placed on the overexcavation base prior to placing the structural fill. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 13 Structural fill is defined as compacted fill placed under buildings, roadways, slabs, pavements, or other load-bearing areas. Structural fill under floor slabs and footings should be placed in horizontal lifts not exceeding twelve (12) inches in loose thickness and compacted to a minimum of 90 percent of its laboratory maximum dry density determined in accordance with ASTM Test Designation D-1557-91 (Modified; Proctor). Where relatively fine-grained silt and clay soils are used as structural fill on-site, the lift 1 thickness may need to be reduced to six inches in order to achieve the required compaction. Achieving compaction with these cohesive soils may require the use of sheep's foot compaction equipment. The fill materials should be placed at or near their • optimum moisture content. Fill under pavements and walks should also bp placed in horizontal lifts and compacted to 90 percent of maximum density except for the top twelve (12) inches which should be compacted to 95 percent of maximum density. Most of the soils at this site are cohesive. A sheepsfoot roller should Ise used for compaction of this type of soil. During dry weather, most soils that are compactible and non-organic can be used as structural fill. Based on the results of our laboratory tests, the native fine grained soils - at the time of our exploration appeared to be above their optimum moisture condition - - the optimum moisture is the moisture level at which the greatest degree of . compaction for a given soil and type of compaction equipment can be achieved. The native soils will be difficult to use as structural fill in their present over optimum moisture condition. In order to use this soils, there will need to be time allotted in the earthwork schedule and space on-site to allow for aerating the soils and reducing the moisture content to its optimum moisture level. Alternatively, the soils may be treated with cement kiln dust or other materials to reduce the moisture content and improve the compaction ability. We can provide additional recommendations for soil treatment if it is desired to use this approach. If the native soils are exposed to excessive moisture, they will degrade rapidly and compaction and grading will be difficult if the " soil moisture increases significantly above its optimum condition. If the native soil is exposed to moisture and cannot be adequately compacted then it may be necessary to import a soil that can be compacted. During dry weather, non- organic compactible soil with a maximum grain size of six inches can be used. Fill for use during wet weather should consist of a fairly well graded granular material having a maximum grain size of six inches and no more than 5 percent fines passing the No. 200 sieve based on the minus 3/4-inch fraction. A contingency in the earthwork budget should be included for this possibility. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 14 1.5H:1 V Fill Slopes The preliminary grading plans indicate it is planned to construct fill slopes with gradients of 1 .5H:1 V. In order to construct a fill slope with a steeper gradient than 2H:1 V it will be necessary to reinforce the face of the fill slope with a geotextile fabric. This process should consist of placing layers of fabric in the fill as the fill is brought up. The geotextile fabric should consist of Mirafi 600x or an approved equivalent. The fabric should be placed as close to the finished slope face as possible and extend at least seven feet back into the fill. The geotextile layers should be placed with a vertical spacing of three feet and should be placed with a five percent backslope into the fill mass. A detail showing the fabric placement is provided on Plate 7. The reinforced fill should be compacted at least 95 percent maximum dry density in accordance with ASTM D-1557-91, Modified Proctor. The 1 .5H:1V slopes will be susceptible to erosion until the permanent vegetation is established. In order to protect the slopes until they are vegetated, they should be covered with clear plastic. Alternatively, the slope surface may be armored with rock such as two to four inch quarry spalls placed twelve (12) inches thick. An erosion mat such as Excelsior jute netting or a similar product may also be placed on the slopes. It has been our experience that the success of reinforced fills slopes is dependent on the contractor obtaining adequate compaction out to the edge of the fill slope. It may be prudent for the contractor to overbuild the fill one to two. feet, and then cut back the fill to the final slope configuration. Additionally, the face of the slope should be compacted using a hoe-pack or other compaction equipment that can apply compactive effort perpendicular to the slope face. Slope Fill Placement We anticipate as part of this project, structural fill will need to be placed on a sloping grade. In our opinion, the placement of fill on slopes is generally acceptable, however, where the slope exceeds 25 percent, the fill should be keyed and benched into the slope. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 15 This process consists of excavating .a keyway at the toe of the planned fill. The keyway should have a width of about six to eight feet and depth of two feet into medium dense to dense native soil. The slope above the keyway should then be cut into a series of horizontal to slightly inward sloping benches. Typically, the benches are excavated with a small bulldozer as the fill is brought up. The width of the benches will vary with the gradient of the slope, usually the gentler the slope, the wider the benches. Plate 8, Slope Fill Placement schematically shows the keyway and benches. Temporary Excavations and Slopes The following information is provided solely as a service to our client. Under no circumstances should this information be interpreted to mean that ECI is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. The inclination of temporary slopes is dependent on several variables, including the height of the cut, the soil type and density, the presence of groundwater seepage, construction timing, weather, and surcharge loads from adjacent structures, roads and equipment. In no case should excavation slopes be greater than the limits specified in local, state (WISHA) and Federal (OSHA) safety regulations. Based on the information obtained from our field exploration and laboratory testing, the native medium dense silty sand and sandy silt soils would be classified as Type C based on Washington Administrative Code (WAC) 296, Part N. Temporary cuts greater than four feet in height in Type C soils should be sloped at an inclination of 1 .5H:1V. Where hard, intact bedrock is encountered, the excavation can be inclined at 0.5H:1V. Because of the many variables involved, the inclination of temporary excavatilon slopes should be evaluated during construction, as the actual soil conditions become more apparent. If slopes of these inclinations, or flatter, cannot be constructed, temporary shoring may be necessary. Shoring will help protect against slope or excavation collapse, and will provide protection to workers in the excavation. If temporary shoring is required, we will be available to provide shoring design criteria. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 16 Permanent Slopes Permanent cut slopes should be inclined no steeper than 1 .5H:1V. Slopes of this inclination will be susceptible to erosion. In order to reduce the potential for erosion, the permanent slopes should be covered with fast growing, deep-rooted vegetation. The slopes should also be protected with an erosion mat, such as Excelsior]to protect them until the vegetation becomes established. Cut slopes should also be observed by ECI during excavation to verify that conditions are as anticipated. Supplementary recommendations can then be developed, if needed, to improve stability including flattening of slopes or installation of surface or subsurface drains. In any case, water should not be allowed to flow uncontrolled over the top of slopes. Permanent fill slopes should be inclined no steeper than 2H:1V, unless they are reinforced with a geotextile fabric, as previously described. Foundations Based on the results of our study, it is our opinion the proposed building can be supported on a conventional spread•and continuous footing foundation bearing on competent native soils, competent bedrock, or structural fill. For frost protection considerations, exterior foundation elements should bed placed at a minimum depth of eighteen (18) inches below final exterior grade. Interior spread foundations can be placed at a minimum depth of twelve (12) inches below the top of slab, except in unheated areas, where interior foundation elements should be founded at a minimum depth of eighteen (18) inches. With foundation support obtained as described, for design, an allowable bearing capacity of four thousand (4,000) pounds per square foot (psf) for the dense native soil or six thousand (6,000) psf for competent bedrock can be used. Where foundations will be supported on structural fill, an allowable soil bearing capacity of two thousand five hundred (2,500) psf can be used. Loading of this magnitude would be provided with a theoretical factor-of-safety in excess of three against actual shear failure. For short-term dynamic loading conditions, a one-third increase in the above allowable bearing capacities can be used. - Earth Consultants, Inc. • GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 17 • Continuous and individual spread footings should have minimum widths of eighteen (18) and twenty-four (24) inches, respectively. With structural loading as expected, total settlement in the range of one inch is anticipated with differential movement of about one-half inch. Most of the anticipated settlements should occur during construction as dead loads are applied. Horizontal loads can be resisted by friction between the base of the foundation and the supporting soil and by passive soil pressure acting on the face of the buried portion of the foundation. For the latter, the foundation must be poured "neat" against the competent native soils or backfilled with structural fill. For frictional capacity, a coefficient of .35 can be used. For passive earth pressure, the available resistance can be computed using an equivalent fluid pressure of three hundred (300) pcf. These lateral resistance values are allowable values, a factor-of-safety of 1 .5 has been included. As movement of the foundation element is required to mobilize full passive resistance, the passive resistance should be neglected if such movement is not acceptable. Footing excavations should be observed by a representative of ECI, prior to placing forms or rebar, to verify that conditions are as anticipated in this report. Retaining Walls Retaining walls constructed against temporary shoring should be designed for the same earth pressures as the shoring walls. Free-standing retaining walls should be designed to resist lateral earth pressures 1 imposed by the soils retained by these structures. Walls that are designed to yield can. be designed to resist the lateral earth pressures imposed by an equivalent fluid with a unit weight of thirty-five (35) pcf. If walls are to be restrained at the top from free movement, the equivalent fluid weight should be increased to fifty (50) pcf. These values are based on horizontal backfill and that surcharges due to backfill slopes, hydrostatic pressures, traffic, structural loads or other surcharge loads will not act on the wall. If such surcharges are to apply, they should be added to the above design lateral pressure. The passive pressure and friction coefficients previously provided in the foundation section are applicable to retaining walls. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 18 For calculating the base resistance to sliding, the passive pressure and friction coefficient provided in the Foundations section should be used. For design against earthquake loading, a rectangular pressure distribution 'equal to six times the wall height (6H) should be added to the above lateral earth pressure values. In order to reduce the potential for hydrostatic forces building up behind the walls, free- standing retaining walls should be backfilled with a suitable free-draining material extending at least twelve (12) inches behind the wall. The remainder of the backfill should consist of structural fill. The free-draining backfill should generally conform to the WSDOT specification for gravel backfill for walls (WSDOT 9-03.12(2). A perforated drain pipe should be placed at the base of the wall and should be surrounded by a minimum of one cubic foot per lineal foot with three-eighths inch pea gravel. Retaining walls cast against the temporary shoring should utilize a continuous sheet drain as previously discussed in the preceding Shoring Drainage section. Slab-on-Grade Floors Slab-on-grade floors may be supported on the native soil subgrade or on structural fill. Disturbed subgrade soil must either be recompacted or replaced with structural fill. Slab-on-grade floors should be designed by the structural engineer based on the anticipated loading and the subgrade support characteristics. A modulus of vertical subgrade reaction of three hundred (300) pounds per cubic inch (pci) may be used for design. If floor coverings are planned, the slab should be provided with a minimum of four inches of free-draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier such as a 6-mil plastic membrane may be placed beneath the slab. Two, inches of damp sand may be placed over the membrane for protection during construction and to aid in curing of the concrete. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY • Ashton Development Company, LLC E-8971 January 10, 2000 Page 19 Seismic Design Considerations The Puget Lowland is classified as a Seismic Zone 3 in the 1997 Uniform Building Code (UBC). Earthquakes occur in the Puget Lowland with regularity; however, the majority of these events are of such low magnitude they are not felt without instruments. Large earthquakes do occur, as indicated by the 1949, 7.2 magnitude earthquake in the Olympia area and the 1965, 6.5 magnitude earthquake in the Midway area. There are three potential geologic hazards associated with a strong motion seismic event at this site: ground rupture, liquefaction, and ground motion response. Ground Rupture: The strongest earthquakes in the Puget Lowland are widespread, subcrustal events, ranging in depth from thirty (30) to fifty-five (55) miles. Surface faulting from these deep events has not been documented to date. Therefore, it is our opinion, that the risk of ground rupture at this site during a strong motion seismic event is negligible. Liquefaction: Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. Groundshaking of sufficient duration • results in the loss of grain to grain contact and rapid increase in pore water pressure, causing the soil to behave as a fluid. To have a potential for liquefaction a soil must be cohesionless with a grain size distribution of a specified range (generally sand and silt); it must be loose; it must be below the groundwater table; and it must be subject to sufficient magnitude and duration of groundshaking. The effects of liquefaction may be large total and/or differential settlement for structures founded in the ligdefying soils. In our opinion, the potential for liquefaction induced settlement of the silt and clay soils and bedrock underlying the subject site should be negligible. Ground Motion Response: The 1997 UBC seismic design section provides a series of soil types that are used as a basis for seismic design of structures. Based on the encountered soil conditions, it is our opinion that soil type Sc, Very Dense Soil or Soft Rock from Table 16-J should be used for design. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 20 Site Drainage Light groundwater seepage was encountered in Test Pits TP-2, TP-4, and TP-6 at twelve (12) to sixteen and one-half (16.5) feet below grade. At the location of Test Pit TP-101 from the previous study, heavy groundwater seepage was encountered at twelve (12) feet below grade. Test Pit TP-101 is located outside of th proposed building area. Groundwater was apparently not encountered at the two rock core locations. As such, we do not anticipate groundwater seepage will result in significant construction related issues. However, if seepage is encountered, it should be controlled by a system of collection trenches inside the excavation directing seepage away from the building area. Seepage encountered in foundation or grade beam 4ccavations during construction should be collected by sloping the bottom of the excavation to one or more shallow sump pit locations. The collected water can then be pumped from these pits to a positive and permanent discharge, such as a nearby storm drain. Depending on the magnitude of such seepage, it may also be necessary to interconnect the sump pits by a system of connector trenches. Depending on the magnitude of seepage encountered, permanent subsurface drainage measures may be necessary. The need .for permanent subsurface drains should be established during grading operations by ECI's representative at which time the seepage areas, if present, may be more clearly defined. During construction,the site must be graded such that surface water is directed off the site and away from the tops of slopes. Water must not be allowed to stand in area where buildings, slabs or pavements are to be constructed. Loose surfaces should be sealed at night by compacting the surface to reduce the potential for moisture infiltration into the soils. Final site grades must allow for drainage away from the building foundations. The ground should be sloped at a gradient of three percent for a distance of at least ten feet away from the buildings, except in paved areas, which can be sloped at a gradient of one percent. Footing drains should be installed around the building perimeter, at or just below the invert of the footing, with a gradient sufficient to initiate flow. The retaining wall drainage previously described, should function as the foundation drain where retaining walls are planned. A typical foundation drain detail is provided on Plate 9. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 21 Under no circumstances should roof downspout drain lines be connected to the footing drain system. Roof downspouts must be separately tightlined to discharge. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the footing drain and downspout tightline systems. Utility Support and Backfill Based on the soil conditions encountered, the soils expected to be exposed by utility excavations should provide adequate support for utilities. The site soils should generally provide adequate support for utilities. However, the loose condition of some of the soils and the potential for a.relatively high groundwater table may result in de- stabilizing of the trench bottom as the trench is excavated. Where loose soils or heavy groundwater seepage is encountered, remedial measures such as overexcavating soft soils or tamping quarry spalls into the trench bottom may be required. In addition, caving of trench walls should be anticipated where the trenches encounter groundwater. Utility trench backfill is a primary concern in reducing the potential for settlement along utility alignments, particularly in pavement areas. It is important that each section of utility line be adequately supported in the bedding material. The material should be hand tamped to ensure support is provided around the pipe haunches. Fill should be carefully placed and hand tamped to about twelve inches above the crown of the pipe before heavy compaction equipment is brought into use. The remainder of the trench backfill should be placed in lifts having a loose thickness of less than twelve inches. A typical trench backfill section and compaction requirements for load supporting and non-load supporting areas is presented on Plate 10. Pavement Areas The adequacy of site pavements is related in part to the condition of the underlying subgrade. To provide a properly prepared subgrade for pavements, the subg ade should be treated and prepared as described in the Site Preparation and General Earthwork section of this report. This means at least the top twelve (12) inches of the subgrade should be compacted to. 95 percent of the maximum dry density (per ASTM D-1557- 78). It is possible that some localized areas of soft, wet or unstable subgrade may still exist after this process. Therefore, a greater thickness of structural fill or crushed rock may be needed to stabilize these localized areas. • Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 22 The following pavement section for lightly-loaded areas can be used: • Two inches of asphalt concrete (AC) over four inches of crushed rock base (CRB) material, or • Two inches of AC over three inches of asphalt treated base (ATB) material. We will be pleased to assist in developing appropriate pavement sections for heavy traffic zones, if needed. Pavement materials should conform to WSDOT specifications. The use of a Class B asphalt mix is suggested. LIMITATIONS Our recommendations and conclusions are based on the site materials observed, selective laboratory testing and engineering analyses, the design information provided us, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. The recommendations submitted in this report are based upon the data obtained from the test pits. Soil and groundwater conditions between borings may vary from those encountered. The nature and extent of variations between our exploratory locations may not become evident until construction. If variations do appear, E!CI should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the construction. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ashton Development Company, LLC E-8971 January 10, 2000 Page 23 Additional Services As the geotechnical engineer of record, ECI should be retained to perform a general review of the final design and specifications to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. ECI should also be retained to provide geotechnical services during construction. This is to observe compliance with the design concepts, specifications or recommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. We do not accept responsibility for the performance of the foundation or earthwork unless we are retained to review the construction drawings and specifications, and to provide construction obslervation and testing services. 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Puget Sound Area \1 p/ lI 11/41,`) Geotechnical Engineers.Geologists&Erivironmenlal Scientists King County/Map 655 By Thomas Brothers Maps Vicinity Map Dated 2000 Monster Road Office Building Renton, Washington • NOTE:This plate may contain areas of color. ECI cannot be responsible for nay subsequent Drwn. GLS Date Dec. '99 Proj. No. 8971 misinterpretation of the i Checked MGM nformation resulting Date 12/20/99 Plate 1 from black&white reproductions of this plate. I \ i \ \y 100 } � 90 -.- —110 120 A 130 �130 120 1 I - . \ e... _ _ _ — 110B1 100 90 80, \ ii -N.. - ---- / ` -=- - --- - 80 70 60 50 Approximate Scale — — i ipp _- Y -r- -I - � 1 ---- - 1• I 0 25 50 100ft. r I 1 B-109 -I. I 1�_ _ : - _ \ I 90 1 LEGEND ■: 50 \\. \ ? P-11 — 8 9 • - - 1 1I _ _ . TP-1 -.-Approximate Location of 4�. \ Test Pit, Proj. No. ° ECI 40 � ' �� ' E-8971, Dec. 1999 j ! •\ \ t o B-101 - Approximate Location of \ r BoringbyTerra Associates, Feb. 9 8 .:. : .:. . 101 Approximate Location of I TP ■ by Test Pit Terra Associates, .. . . 1998 \ - N. \ Y. .. - • 1. .. .. _ - 1 �, Subj ect t Site TP-4 s / ..� � _ Proposed Finish Grade Au. _ - `_Y_�_� . _..... _ _-_= ---------- Proposed Building B Cross Section (See Plates 3 & 4) Rai/road Tracks ii*.il 4,4, d4l. 4 //Y Earth Consutans, Inc. 11,14 (1d1 \19 J Geotechnlcal Engineers.Geologists l&Environmental Scientists Boring and Test Pit Location Plan • NOTE: This plate may contain areas of color. Monster Road Office Building ECI cannot be responsible for any subsequent • Renton, Washington misinterpretation of the information resulting - - --- from black&white reproduction-of this plate. Drwn. GLS Date Dec. '99 Proj. No. 8971 . Checked MGM Date 12/20/99 _ Plate 2 i A A' 120 120— c' I a Q!I /2( _ O p-3 100— rig Proposed Building �� — 100 ,� L LI B-101 i1 i I —80 80 Existing1Grade T11-1 _�"0 o or E Finished I I- �' . L2 o 1 0 ., w p Grade — T Sandy SILT 3 o. o w TP-2 I I o Q (... .1 .. ' : 1, Z 60— SILT 1 Gara e.F.F.77'± 1 $i/tySAND � 60 Highly Weathered/Fractured �.- 5 0 °` H Q ' SANDSTONE Exposed '. . 6 p"77 176 > P > i In Cut Bank w Silty SAND .7o "�r J J d w CLA YsroNE: _ w .i .J > 3Ci'48 ,• \iik 1 : , , . 40 100� 2Q " o i SANDSTONE io 101 n n. 20— 20 —10 10 • • i Ii1- 04 Earth Consultants, Inc. Geotechnical Engineers.Geologists&Environmental Scientists NOTE:The stratification lines shown on this cross section represent the approximate boundaries Cross Section A-A' Horizontal Scale between soil types. The actual transitions may NOTE: This plate may contain areas of color.MMINIIIIIC=MIIINC Monster Road Office Building 0 10 20 4 I be either more gradual or more severe. They are ECI cannot be responsible for any subsequent based on our interpretation of the subsurface misinterpretation of the information resulting Renton, Washington Vertical Scale conditions encountered at the individual test pit and from black&white reproductions of this plate. - boring locations and our judgement and experience. Drwn. GLS Date Jan. 2000 Proj. No. 8971 0 10 20 40ft. ECI cannot be responsible for the interpretation of the data by others. Checked SDD Date 1/7/00 Plate 3 1 ' MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:48:15 2001 AM PEAK HOUR VOLUMES WITH PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Capacity Analysis Worksheet Ap Lane LT Adj Adj Flow Green Lane V/C Crit pr Group Phase Flow Satfl Ratio Ratio Group Ratio Lane ch Mvts Type Rate Rate v/s g/C Capac v/c Grp -- -- -- vph vphg -- - vph SB- TH 712 3654 0.195 0.311 1138 0.626 SB- LT Pri. 287 1736 0.165 0.244 424 0.677 WB- RT 618 1583 0.390 0.455 721 0.857 WB- TH 475 3725 0.127 0.186 692 0.686 WB- LT Pri. 188 1770 0.106 0.158 280 0.671 NB- TH 965 3654 0.264 0.311 1138 0.848 NB- LT Pri. 67 1736 0.039 0.244 424 0.158 EB- RT 86 1583 0.054 0.186 294 0.293 EB- TH 480 3725 0.129 0.186 692 0.694 EB- LT Pri. 117 1770 0.066 0.158 280 0.418 Cycle Length, C 120 sec Sum(v/s) = 0.761 Lost Time Per Cycle, L 9.0 sec Xc = 0.822 SIGNAL94/TEAPAC[Ver 1.20] - HCM Level-of-Service Worksheet Ap Lane Vol Green Unif Delay Lane Cal Incr Lane Lan _ pr Group Ratio Ratio Delay Fact Group Term Delay Group Grp Appr Appr ch Mvts v/c g/C d1 DF Capac m d2 Delay LOS Delay LOS -- -- -- -- sec/v -- vph - sec/v sec/v - sec/v - SB- TH 0.626 .311 26.8 0.85 1138 16 0.78 23.6 C SB- LT 0.677 .244 31.2 0.85 424 16 2.96 29.5 D+ > 25.3 D+ WB- RT 0.857 .455 22.2 0.85 721 16 7 .08 25.9 D+ WB- TH 0.686 .186 34.7 0.85 692 16 1.99 31.4 D+ WB- LT 0.671 .158 36.1 0.85 280 16 4.21 34.9 D > 29.3 D+ NB- TH 0.848 .311 29.4 0.85 1138 16 4.37 29.3 D+ NB- LT 0.158 .244 27.1 0.85 424 16 0.02 23 .0 C > 28.9 D+ ij EB- RT 0.293 .186 32.0 0.85 294 16 0.17 27 .3 D+ EB- TH 0.694 .186 34.7 0.85 692 16 2.09 31.6 D+ EB- LT 0.418 .158 34.6 0.85 280 16 0.61 30.0 D+ > 30.8 D+ { Cycle=120" Int Total 0.715 > 28.5 D+ a Ground Surface 1.5H:1V slope ---)-1 B 14— 1• 1 . • • No Load Zone (Extend anchor beyond this line) _:`t Active Earth '`. Pressure =55 ncf r‘ 15° • Passive Earth Pressure = H(ft) 300(D+2) psf . . . . . • 60 (\ Base of Excavation Neglect passive In Single Tieback • upper 2feet Tieback Skin Friction .4-- H/3 750psf for silt and clay 1,200 psf for rock D(ft) rto be verified with proof testing) •` c Notes: • Embedment depth(D) must also be sufficient to provide necessary vertical capacity. Minimum depth . of 1.6(H)for cantilevered system. Ten feet for tied- back system. r . • Passive Pressure assumed to act over two pile diameters and includes factor-of-safety of 1.5. • See text of study for a detailed discussion of shoring. '� r [I I /Y �a h Cul , . ,(1,- \ J GeotechnicalEart Engineers,ons Geologists at EnvironmentaltantsIncScientists I ii TEMPORARY SHORING Monster Road Office Building Renton, Washington 1 Drwn. GLS Date Jan. 2000 Pro). No. 8971 Checked SDD Date 1/11/00 Plate 5 I • , . • . . , . . .. . WOOD LAGGING . .,.;\ . Ir / • ' �� ' ° CONCRETE FACING .` \ : , • . a% ' • CONTINUOUS MIRADRAIN 6000 e OR EQUIVALENT )11 =111 11L NATIVE SOIL III V • . •' • EXCAVATION _Ili n SLAB-ON-GRADE FLOOR . . 4 —111.7 • • ( , 1 - NOTE: . PVC TIGHTLINEDRAIN. GRATE DRAIN THROUGH WALL SHOULD BE INSTALLED AT MIDDLE OF LAGGING. • of ,i�� ,i, SHORING WALL DRAINAGE 4-i, Earth Consultants Inc. Monster Road Office Building( I, � Geotrchnkal Engineers.CeobAtsis&Envlmnmenml5de ntlsts Renton, Washington • • Pro'. No. 8971 I Drwn. GLS bate Jan. 2000 Checked SDD Date 1/11/00 Plate 6 . 1.5 1 3' 4 7' ►1 • 1' f NOTES: • Fabric should consist of a woven Geotextile such as Mirafi 600X or equivalent. • Fabric to be placed with 3 foot vertical spacing, with the lowest layer placed 1 foot above toe of slope. • Fabric must extend to face of slope and achieve seven feet of embedment. • The fabric should be placed with a 5% backslope. • The structural fill comprising slope should be compacted to 95% MDD per ASTM 1557 (Modified Proctor). • Fabric placement and structural fill compaction should be observed and monitored by ECI. th m i� Not' Earth�gCeon sultantists& ns�lIcnc. FABRIC REINFORCED 1.5H:1V FILL SLOPE Monster Road Office Building Renton, Washington Drwn. GLS Date Jan.2000 Proj. No. 8971 Checked SDD Date 1/11/00 Plate 7 SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING • FINAL SLOPE GRADIENT 1111=t1 ISEE TEXTIH :..`::;' �• III(I(11 / Y•; EXISTING V GRADE TYPICAL "BENCH'. ram:' : bl�lil MINIMUM 4 FEET i : z:::.''' ..:••::,;::: limn WIDTH III-�Il I1111115111 EXISTING 111 GRADE ll L 'LEGEND • Free draining, organic free, granular material with a maximum ;'.z:;;'.;: ;:•:°: size of 3 inches, containing no more than 5 percent fines [silt b,..,.•'..,.. ..,.y and clay size particles passing the No. 200 mesh sieve] or other material approved by geotechnical engineer. Key way fill is same as structural fill described above. Key way should be minimum 2 feet deep and 6 feet wide, extending the full length of the slope face. i ; ---- Approximate original ground line. NOTES: • Slope should be stripped of topsoil and unsuitable materials prior to excavating key way or benches. • Benches will typically be equal to a dozer blade width, approximately 8 feet, but a minimum of 4 feet. • Final slope gradient should be (Horizontal:Vertical I. • Final slope face should be densified by over building with compacted fill and trimming back to shape or by compaction with dozer or roller. • Planting or hydroseeding slope face with a rapid growth deep rooted vegetative mat will reduce erosion potential of slope area. • Use of pegged in place jute matting or geotechnical fabric will help maintain the seed and mulch in place until the root system has an opportunity to germinate. I- • Structural fill should be placed in thin loose lifts not exceeding 10 • inches in thickness. Each lift should be compacted to no less than , the degree specified in the site preparation and earth work section of this report. No additional lift should be placed until compaction is achieved. SLOPE FILL PLACEMENT Earth Consultants Inca Monster Road Office.Building Gen,r•thniculEngineers.Gv,logists&EnvironmeniWScientists Renton, Washington Proj. No. 8971 I Drwn. GLS Date Jan. 2000 Checked SDD Dated 1/11/00 I Plate 8 • to\e oo •E Slope To Drain o - 4 w';.ci• ' o'o 'O: s . •° e e 0 00 • 0 6 inch in .O m . O O ° ° ° 0 - -O O '�'•�!�.�' 'e.'j•• ; •0:• ▪ - 0 0 • • ' ••0 • °e%9 •• • 'A-•e'';.•'o 'a'�• .o a 18 inch min. • � •o.•�o•,0 . •: ., o o 4 inch min. ° ,: ;e• - , ., .. I - •O-.•• '� :•• ••I. • • O °0 ° Diameter 'o • .°00• o ° Perforated Pipe °'.. : �.a. :•b. - e; o o' ° ° '° - :�':.� :• .•=., °° o .e mo . • 0 • ° Fabric• �% :;• ';':.; ° - 2 inch min. • 2 inch min. / 4 inch max. 12 inch min. SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING LEGEND ?: '' Surface seal; native soil or other low permeability material. . - • Fine aggregate for Portland Cement Concrete; Section 9-03.1(2) of the . • WSDOT Specifications. •O Drain pipe; perforated or slotted rigid PVC pipe laid with perforations or slots facing down;tight jointed;with a positive gradient. Do not use flexible • corrugated plastic pipe. Do not tie building downspout drains into footing lines. Wrap with Mirafi 140 Filter Fabric.or equivalent. �q) TYPICAL FOOTING SUBDRAIN DETAIL `�� t$• Earth Consultants Inc. Monster Road Office Building��b �(15,. v1 NA* Genteel/11mi Engineers.Geologists &E'"'c'r,e"'a'S`""its's Renton, Washington Proj. No. 8971 I Drwn. GLS I Date Jan. 2000 Checked SDD IDate 1/11/00 I Plate 9 • • Non-Load Supporting Floor Slab or Areas Roadway Areas I 1 s ° ° o Varies ° oV o 0° ° .� 0 0 0 95 0 0 0 o . `'85"< • Foot Minimum 1 Backfill i ijY^' ac r 9 2vFi +•8 O .;,;.;;, :. Varies { A ✓;o�(jd, • o'` PIPE �.:"ov:O:o;c'' • • ' Bedding Q°�•o••�':Q'°'•a :!,°• a d4 o;.OWC • Varies 0.d.°•co':.0. 09.0. -•o ff.Al�d0.0:°a o of 0. 0 'o°°.0•oon0/Ao.oO 000900Ooo'op.O•oo. i - LEGEND: :y'ir Z��t& Asphalt or Concrete Pavement or Concrete Floor Slab w14 4- 00°- 0 0 ° °°, . Base Material or Base Rock Backfill; Compacted On-Site Soil or Imported Select Fill Material as Described in the Site Preparation of the General Earthwork Section of the Attached Report Text. 95 Minimum Percentage of Maximum Laboratory Dry Density as Determined by ASTM Test Method D 1557-78 (Modified Proctor), Unless Otherwise Specified in the Attached Report Text. s°.•o•o°,,°�C Bedding Material; Material Type,Depends on Type of Pipe and �a•aQ p' Laying Conditions. Bedding Should Conform to the Manufacturers Recommendations for the Type of Pipe Selected. p ' k. 4 \ TYPICAL UTILITY TRENCH FILL �;�� Earth Consultants Inc. Monster Road Office Building 11'►/ if I, Crow hnic-iIFsginert,.Gmtogists3Fmironmentalticirtntititti Renton, Washington Proj. No. 8971 Drwn. GLS Date Jan. 2000 Checked SDD I Date 1/11/00 I Plate 10 . I I I_' � I APPENDIX A FIELD EXPLORATION E-8971 Our field exploration was performed on December 10, 1999. Subsurface conditions at the site were explored by excavating six test pits to a maximum depth of eighteen (18) feet below existing grade. Northwest Excavating, Inc. was subcontracted to excavate the test pits using a Case 9035E trackhoe. In preparing this study, we also reviewed the logs from a test pit and two rock cores previously conducted at the si e in January 1998. Approximate test pit locations were determined relative to the property corners and site features. Approximate test pit elevations were determined by plotting the test pit location on the site plan provided us. The locations and elevations of the test pits should be considered accurate only to the degree implied by the method used. These approximate locations are shown on the Test Pit Location Plan, Plate 2. - The field exploration was continuously monitored by a geologist from our firm who classified the soils encountered, maintained a log of each test pit, obtained representative samples, measured groundwater levels, and observed pertinent site features. The samples were visually'classified in accordance with the Unified Soil Classification System which is presented on Plate Al , Legend. Representative soil samples were placed in closed containers and returned to our laboratory for further examination and testing. Logs of our test pits are presented on Plates A2 through A7. The final logs represent our interpretations of the field logs and the results of the laboratory tests of field samples. The stratification lines. on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. The consistency of the soil shown on the logs was estimated based on the effort required to excavate the soil, the stability of the trench walls, and other factors. Seismic Refraction Survey A seismic refraction survey consists of sending seismic (or pressure) waves through near surface materials from a set of several locations along and line and measuring the elapsed time required for the seismic ..waves to travel from the source to the seismograph. From these travel times, the various depths, seismic characteristics, alnd possible soil types through which the seismic waves traveled can be calculated. Earth Consultants, Inc. APPENDIX A, Continued FIELD EXPLORATION E-8971 In our survey, a Geometrics single channel seismograph system was used. In this system a seismic wave is generated with a ten-pound sledge hammer struck against a metal plate placed on the surface of the ground. The hammer is electrically connected to the seismograph unit such that the initiation time of the seismic signal sent to the unit. A sensitive geophone, placed just beneath the ground surface, receives the incoming seismic wave and displays it on the seismograph. The difference between the initiation and arrival of the seismic wave is measured electronically and the elapsed time is recorded. Seismic velocities vary as a function of the material through which they pass., It is common to have a lower velocity material overlying higher velocity material (i.e weathered rock overlying unweathered rock). In this case, increasing the spacing between the hammer stations and the geophone will result in a situation where the first seismic signal to arrive at the geophone will have traveled via the higher velocity material zone even though the path length is greater. Further increases in the hammer geophone spacing may indicate a different travel path (and therefore another underlying layer) when the spacing is large enough. Generally, our technique consisted of hammer station increments of five to ten feet with total profile lengths of eighty (80) to one hundred (100) feet. This length allows a profile depth of approximately twenty-five (25) to thirty (30) feet. The maximum depth that can be profiled is a function of the seismic background "noise" in the area and the velocities of the underlying geologic units. Performing a profile both forward and reverse allows for the determination of the effects of sloping soil unit contacts. An estimation of the soil types is made based on a comparison with test pit and exposures. Saturation with water also increases the seismic velocity of a soil unit. Earth Consultants, Inc. • MAJOR DIVISIONS GRAPH LETTER TYPICAL DESCRIPTION SYMBOL SYMBOL • - d ca O C GW Well-Graded Gravels,Gravel-Sand Gravel o 0 0 And • Clean Gravels n 4(I4 n g W Mixtures, Little Or No Fines Gravelly (little or no fines) r 4 GP Poorly-Graded Gravels,Gravel- Coarse S• oils :I.:■ Grained gp Sand Mixtures, Little Or No Fines Soils More Than GM Silty Gravels,Gravel-Sand- 50% Coarse Gravels With gm Silt 'Mixtures • Fraction Fines(appreciable • Retained On amount of fines) GC Clayey Gravels,Gravel-Sand- ' No. Sieve gc Clay Mixtures Sand , •o 0 0 , SW Well-Graded Sands, Gravelly • And Clean Sand o c o u SW Sands, Little Or No Fines Sandy (little or no fines) ;;ipx::.-..�::: ; More Than ftii2:::<•• $P Poorly-Graded Graded Sands, Gravelly • Soils b, .:;:<::. �: Y 50% Material !:'•piiiii:2F i i i Sp Sands, Little Or No Fines Larger Than '°"'.�.< . .:>,:•i -— No.200 Sieve More Than 50/ Coarse E I '. sM Sm Silty Sands, Sand-Silt Mixtures Size Fraction Sands With ., Passing No.4 Fines(appreciable r Sieve amount of fines) :::' `:;';,•:4.4%%'• SC SC Clayey Sands, Sand-Clay Mixtures . ill I mi. Inorganic Silts&Very Fine Sands,Rock Flot.r,Silty- rpl Clayey Fine.Sands;Clayey Silts w/Slight Plasticity. Fine Silts �� Grained Arid Liquid Limit CL • Inorganic Clays Of Low To Medium Plasticity, Soils Clays Less Than 50 ) CI Gravelly Clays, Sandy Clays, Silty Clays, Lean k- r I I I I I I I I I I I' OL Organic Silts And Organic 1 I I II Cl Silty Clays Of Low Plasticity p MH Inorganic Silts, Micaceous Or Diatomaceous Fire More Than - • 50% Material Silts mh Sand Or Silty Soils Smaller Than And Liquid Limit CH Inorganic Clays Of High S ize 00 Sieve Clays Greater Than 50 Ch Plasticity, Fat Clays �� OH Organic Clays Of Medium, To'High Oh Plasticity, Organic Silts 1%- 1�.- Highly Organic Soils '11 1 PT Peat, Humus, Swamp Soils +, .%+, .i4. .i,+, pt With High Organic Contents Topsoil 4,y`L Humus And Duff Layer • NI ' Fill •••• •• HI hl Variable Constituents • •••• y Y The discussion in the text of this report Is necessary for a proper understanding of the nature of the material presented in the attached logs. DUAL SYMBOLS are used to Indicate borderline soil classification. C TORVANE READING,tsf I 2"O.D.SPLIT SPOON SAMPLER qu PENETROMETER READING,tsf W MOISTURE,%dry weight II 24"I.D. RING OR SHELBY TUBE SAMPLER l P SAMPLER PUSHED * SAMPLE NOT RECOVERED i WATER OBSERVATION WELL pcf DRY DENSITY, lbs.per cubic ft. LL LIQUID LIMIT, % 2 DEPTH OF ENCOUNTERED GROUNDWATER PI PLASTIC INDEX • DURING EXCAVATION • T SUBSEQUENT GROUNDWATER LEVEL W/DATE Earth Consultants Inc. LEGEND ,,,I, .i (Raul..imir.ul ii igiin vrs.coologisis&Envin>,■ix•n6d sdaulsis • Proj. No. 8971 I Date Dec'99 I Plate Al Test Pit Log Project Name: Sheet of Monster Road Office Building 1 1 Job No. Logged by: Date: Test Pit No.: 8971 MGM 12/10/99 TP-1 I Excavation Contactor: Ground Surface Elevation: NW Excavating 90' Notes: o — �, Ti Surface Conditions: Depth of Topsoil &Duff 12" General W s . t . a 0 .0 Notes % m T u E n >. 0 u) co u) ,i, . TPSL TOPSOIL and DUFF 1 - ML Reddish brown sandy SILT, loose, moist 2 29.8 3 4 ML Brown SILT, medium dense, moist 5 6 7 -contains sporadic large (typ.4"-6"),angular rock fragments in fine matrix 11.4 8 9 10 11 - ' 18.2 12 SM Reddish brown silty SAND-with gravel, medium dense,40%fines • 13 — --@ 12.0': N55 degrees E, 11 degrees SE contact -loose zone from 11.5'to 12.5' '-_ ' 14 -comprised of angular and rounded rock fragments in silty sand matrix, rock types vary,some coal LL=45 PL=21 16.8 1s CL Brownish gray lean CLAY,stiff, moist PI=24 / 16 -contains pockets of sand,appears disturbed TUKWILA FORMATION: Brownish gray CLAYSTONE, highly P P 17 fractured, moderately hard _L_c -high fractured, contains sand laminations, @ 16': bedrock contact- N 0 \75 degrees F 23 degrees SF i Test pit terminated at 17.5 feet below existing grade. No groundwater encountered during excavation. 0 0. U W a ' //,4 PSI 44kll Test Pit Log 2 j , Earth Consultants Inc. 0 1�1i� �'I��l`✓,j�� Monster Road Office Building 8 \` ` ii GotecimicalFnginens,Ovolo iSnl4FnvlmnnlenralkYrntLus ' Renton,Washington F E 2 Proj.No. 8971 Dwn. GLS Date Dec. '99 Checked MGM Date 12/22/99 Plate A2 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. Test Pit Log Project Name: Sheet of Monster Road Office Building 1 1 Job No. Logged by: Date: Test Pit No.: 8971 MGM 12/10/99 TP-2 Excavation Contactor: Ground Surface Elevation: NW Excavating 80' Notes: o ° Surface Conditions: General W *-E .ta w . a. o .a Notes (%) a. E rj E co T C7u Cl) fn D ML Dark brown sandy SILT, loose, moist 1 27.0 % 2 CL Mottled brown lean CLAY, medium stiff, moist LL=45 PL=24 P1=21 / 3 4 • 5 • 6 • 7 SM Reddish brown silty SAND, medium dense, moist 16.7 a • 9 -47%fines 10 — -random angular rock fragments 11 30.2 12 -contains pockets of highly fractured coal 13 — 21.8 14 I' ' I 15 TUKWILA FORMATION: Brown highly weathered CONGLOMERATE, Il I' highly fractured, moderately hard,wet along fractures rl p r 1s -silty sand infilling along open fractures I r 17 -light seepage along open fractures - r -- 0) P I' 11 18 1 Test pit terminated at 18.0 feet below existing grade. Light o groundwater seepage encountered at 16.5 feet during excavation. 0. c W a 'i,.. •P�° 4*N. • Test Pit Log i Earth Consultants Inc. I�t1 11!�� E�� Monster Road Office Building o / ,0 Ge:otrcltntcal Fnglncets.Geologists&Fnvltotut tenni!Scientists Renton,Washington Proj.No. 8971 Dwn. GLS Date Dec. '99 Checked MGM Date 12/22/99 Plate A3 j Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. Test Pit Log Project Name: • Sheet of Monster Road Office Building 1 1 Job No. Logged by: Date: Test Pit No.: 8971 MGM 12/10/99 TP-3 Excavation Contactor: Ground Surface Elevation: NW Excavating 90' Notes: _ o L v cf) o Surface Conditions: Depth of Topsoil &Duff 12" General W a a . n• U a Notes (%) i >, a Li' E m a o co co co , W y , TPSL TOPSOIL and DUFF 4, 1 ML Reddish brown SILT with sand, loose, moist I 2 4 SM Mottled brown sandy SILT, medium dense, moist : 5 15.6 6 -54%fines • • -becomes brown dense 7 -contains random cobbles&boulders, one as large as 3' s g SM Reddish brown silty SAND with gravel, medium dense, moist 10 11 -zone of abundant rock fragments 12 — CL Brown lean CLAY, stiff, moist I / 13 -derived from weathered rock 15.7 / 14 15 -@ 15'possible contact:N35 degrees W, 12 14.0 I' I' 9degrees NE � TUKIMLA FORMATION: Brownish gray CLAYSTONE, highly p r p 16 fractured, moderately hard, moist i ll I' -fine sand laminations l' P r 17 11 11 en 22 Test pit terminated at 17.5 feet below existing grade. No groundwater' encountered during excavation. o 1, o w a • F. i«P' •til-% 44q. Test Pit Log :Ail Earth Consultants Inc. o ��bi �'��`��11 Monster Road Office Building CcOrrgmlcal Fnalne ens.RxHOglsr.;&Firvlmnnrnral kYeTttsrs ci Renton,Washington 2 Proj.No. 8971 Dwn. GLS Date Dec. '99 Checked MGM Date 12/22/99 Plate A4 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. Test Pit Log Project Name: Sheet of Monster Road Office Building 1 1 Job No. Logged by: Date: Test Pit No.: 8971 MGM 12/10/99 TP-4 Excavation Contactor: Ground Surface Elevation: NW Excavating 80' Notes: - o Surface Conditions: Depth of Topsoil &Duff 12" General W lc _a w . a 0 a Notes (%) m a o m cf)D a CO Cr) CO to W 4, TPSL TOPSOIL and DUFF 1 1 ML Reddish brown sandy SILT, loose, moist 2 -contains gravel 3 ML Mottled brown sandy SILT, medium dense,wet 22.5 4 • 5 -random sandstone cobbles and boulders, one as large as 4'wide 6 7 • 9 10 • 11 12 -- SM Brown silty SAND with gravel, medium dense, moist 13 -derived from highly weathered rock -pockets of coal 14 -light seepage at 13.5' 28.5 r.. COAL with pockets of sand, very highly fractured, moist to wet 15 — e' I -comprised primarily of 1/4"angular fragments 16 — -seepage along fractures 1 -contains angular fragments of highly weathered 33.2 ! 17 sandstone/conglomerate °' Test pit terminated at 17.0 feet below existing grade. Light • groundwater seepage encountered at 13.5 feet during excavation. 0 0. U W ti (ui� 444. Test Pit Log 1 Earth Consultants Inc. ��'�� Monster Road Office Building ii G:on-cl Iola]I Fngineeas.Geologists n&NMronnirnrjl Scientists Renton,Washington a. - 2 Proj.No. 8971 Dwn. GLS Date Dec. '99 Checked MGM Date 12/22/99 Plate A5 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others'of information presented on this log. I • Test Pit Log • Project Name: , • Sheet of • Monster Road Office Building 1 1 . Job No. Logged by: Date: Test Pit No.: 8971 , MGM 12/10/99 TP-5 • Excavation Contactor: Ground Surface Elevation: NW Excavating 75' Notes: • (4o w Surface Conditions: General W II 2 c e. U 2 Notes (%) a CI1 m n T SM Brown silty SAND with gravel, loose, moist 1 r .. 2 24.9 -- - 3 — -becomes medium dense • 4 -contains abundant angular sandstone cobbles 5 • • 6 . 7 • 8 __ . 9 10 22.1 _ _ ML - Mottled brown sandy SILT, medium dense,wet 11 12 14.7 lir1 n ( 13 GM Reddish brown silty GRAVEL,dense, moist Iwo e.a 14 — , 15 TUKWILA FORMATION:.Blue gray fine grained SANDSTONE, poorly . indurated, moderately hard, moist .,-possihle vertical heds grooving sand ,.-- Test pit terminated at 15.5 feet below existing grade. No groundwater encountered during excavation. " a) 0 . 0 U W • a •i4k\ Ear: iiik Test Pit Log • �� Earth Consultants Inc. (`r� '��►� �'� Monster Road Office Building o i ,y Groredenlcal Fnglneos.C Io Ism&FnvIronmenral SdeYVI.sn a Renton;Washington • F'• F Proj.No. 8971 Dwn. GLS Date Dec. '99 Checked MGM Date 12/22/99 Plate A6 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgment. They are not necessarily representative of other times and locations:We cannot accept responsibility for the use or interpretation by others of Information presented on this log. Test Pit Log Project Name: Sheet of Monster Road Office Building 1 1 Job No. Logged by: Date: Test Pit No.: 8971 MGM 12/10/99 TP-6 Excavation Contactor: Ground Surface Elevation: NW Excavating 65' Notes: o — Surface Conditions: General W a �° a a vn Notes (%j L � o m D T (3 o) co co ' ML Brown SILT with sand, medium dense, moist • 1 2 • -contains gravel 3 -becomes loose to medium dense,caving to 7' 4 • • 1 5 6 7 MH Mottled brown elastic SILT, medium stiff, moist LL=91 PL=46 48.8 P1=45 8 9 -contains coal pockets Black COAL with elastic silt interbeds,very highly fractured, moist to wet 10 . 38.0 11 - -disturbed 12 13 -light seepage at 12' II 14 15 LL=70.PL=43 34.4 MH Brownish gray lean CLAY,stiff,-moist • P1=27 16 17 -contains fractured coal interbeds 23.2 -highly fractured, deformed, abundant slickensides, highly polished Surfar.PS folded Test pit terminated at 17.5 feet below existing grade. Light groundwater seepage encountered at 12.0 feet during excavation. a 0 o • W a '�'k� E��, '/411` Test Pit Log °' ( a Earth Consultants Inc.8 \ P `I lr �:: Monster Road Office Building 0 Gc:orrclmfcdl Fnglnet:�s,Q:nlo 7�.A&Fnvtmnmrnr.�t Sclrntlsts Renton, Washington El: •al Proj.No. 8971 Dwn. GLS Date Dec. '99 Checked MGM Date 12/22/99 Plate A7 — Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. APPENDIX B LABORATORY TEST RESULTS E-8971 Earth Consultants, Inc. 1 SIEVE ANALYSIS HYDROMETER ANALYSIS -' O SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH,U.S.STANDARD GRAIN SIZE IN MM i ▪ .▪ \ N V a m N v O <D O 0000 00 0 0 O O O 00 r' 0 . O O O O O Z Co M N .- i- '-M in .- ,� .-�OD`e- e- N M et In tD 00 0 N O O CO v 90 \...3 10 .� p m V-. O 3 'D 80 \', 20 O r l J m 70 1• 30 73 ✓ -E 21. n. co a I _ \ - m O — z •11 60 \ 40 —I x▪ r' Z n O _ 70 50 50 73 m = ,* -< m 0 � * 40 - 60 l0 s ...I 30 70 r 7' _ 0 20 80 n X co a 10 90 o - O N `t I Inl I I I I I litl 11 I I Ili I I ► I ► 1111 100 � 11 m 0 0 0 O O 0 O O 0 O Co fD am N a- CD co. a f°) N .- O fD a MN OD fD a M N' ��, O O O CD (D a M N , - • O O O O O - O O O 0 0 O O rt D • o o Z "� N O o GRAIN SIZE IN MILLIMETERS • O O O O O ¢ COBBLES COARSE ) FINE COARSE MEDIUM FINE FINES GRAVEL SAND N pi O m ~ D i-i Moisture n) N- n 2 KEY Boring or DEPTH USCS DESCRIPTION o LL PL m D Test Pit No. (ft.) Content (/D) QD ko o ~ 0 TP-1 12 SM Reddish Brown. silty SAND with gravel 18.2 fD LS--- TP-2 7.5 SM Reddish Brown silty SAND 16.7 --- --- w r 0 " TP-3 5 ML Brown sandy SILT 15.6 --- --- 100 , 80 x 60 • 0 CH U 40 `�-A-Line cn a • 20 a CL-ML ®1 OL 0 20 40 60 80 100 LIQUID LIMIT Natura I Key Boring/ Depth Soil Classification USCS L.L. P.L. PI. Water Test Pit (ft) Content • TP-1 15 Brownish gray lean Clay CL 45 21 24 16.8 • TP-2 2 Brown lean CLAY CL 45 24 21 27.0 ■ TP-6 7 Brown eleastic SILT MH 91 46 46 48.8 TP-6 16 Brownish gray elastic SILT MH 70 43 27 34.4 Atterberg Limits Test Data 4A ' k 44\ � Earth Consultant Renton, Washington s Inc. . Monster Road Office Building LI/ iJ \1 ceotea,nia,Engineers.ceoagLsts&Environmental scienhst Proj. No. 8971 IDate Dec'99 I Plate B2 DISTRIBUTION E-8971 4 Copies Ashton Development Company, LLC 16400 Southcenter Parkway, Suite 502 Seattle,,Washington 98188 Attention: Mr. Dan O'Connell • • Earth Consultants, Inc. 00 O (y) . , 1 _ Monster Road Site Wetland Delineation. . 1 z, r o, � k. 1 44., 'f°o°� ,..,A..„, 0 9F,o - "4)1 ?P__, 4e+ tq , • x . '" • • ,, .. Prepared for: •-. ue � • . ~' -ram .� x M. Todd Christopherson Ashton Development Company LLC . '�.t '� 16400 Southcenter Parkwa• y #502 Seattle, WA 98188 .'�' rtic. ... �` w s.r. — . _ Prepared by: Shapiro and Associates, Inc. . 101 Yesler Way, Suite 400 Seattle, Washington 98104 "'Y,''.. January 2000 Iravq. rt;^e I • • x' January 6, 1999 Todd Christopherson - SHAPIRO 'Ashton Development Company LLC & ASSOCIATES, INC. 16400 Southcenter Parkway#502 • Seattle,WA 98188 • Re: Wetland delineation of the Monster Road site in Renton,Washington Dear Todd: • ': , .'=;.:, , At your request, Shapiro and Associates, Inc. (SHAPIRO) visited the Ashton ` Development Company LLC property in the City of Renton; King County, Washington :: = ,!, : :. :.,.. .. on December 23, 1999. The purpose of the visit was to identify and delineate wetland ar,`>"'T,°>�'-- boundaries. The Ashton Development Company LLC property is bounded by Monster `° �` y Road on the south, King County Department of Metropolitan Services (METRO) property ' , :;�.4„i, .'i�-. `,:; on the east,,and Burlington Northern railroad tracks to the west and north (Township ,;..f f h, f --„q 23N, Range 4E, Section 24). ' * x 4;0�_: - he Ashton Development Company property is approximately 8 acres (Figure 1). The F 4.T =el` a r ,;<< area investigated by SHAPIRO in 1999 is a portion of a larger area delineated. by "` ` °` r�, SHAPIRO in 1989 and 1997 (SHAPIRO y y ; ;,5, :m2, 1989, Wetland Delineation of'the Container "` €a"`,,,,4e �s;` Corporation of America Site Renton,Washington; SHAPIRO, 1997, Wetland Delineation ;y,,, s ,A4,'. ` ..;'`'' #}`'� of the.Opus Northwest LLC Site Renton, Washington). The wetland delineated in the •- 1989 and n'ti; c ii {' °: t" s-•`•, 1997 surveys is in the northern area of the parcel 1 and was not included in this z hf > >^ `,11).gig r<.s r� investigation. - 4 { NQIIP., : Methods • !3 S.�•r ,::` M:<�?;h�: Methods for identifying and establishing wetland boundaries on the site-are described in • `t"c` 9 4':" z� ``: the U.S. Army Corps of Engineers' Wetlands Delineation Manual (Environmental kietNiift;`:,r;�tri.�.L,y�U�'i�^µ`YE..ikz... '` <' . Laboratory, 1987), commonly referred to as the 1987 Manual. Three sample plots were -4 ,3 fx ;-,x established at the site. Soil was characterized by digging a hole to,a depth of at least 18 1:'t`"` `�`r -#� 'j�f{� Hx • inches below the ground surface.. Soil layers, or horizons, were described with regard to . ,,,%.5� �;044:4 :;; the soil texture, color,presence or absence of redoximorphic features (such as mottling or, ` -1_ F: A.A*.!:: . . gley color formation), and organic matter content. All herbaceous plant species within a ' f,,'t u0;1 Yes erF Way T°; 5-foot radius of the soil pit were identified, and the percent of the ground each covered • _ r fr ,:.�,�v',0,..: was estimated. All shrubs, saplings, and trees within a 30-foot radius of the soil.pit also • 'A''• `w t`" 4°<:.55�''`<',,,4;.. were identified and their cover estimated. Data collected at each of these sample plots }�.: :t;<F:'=== r were recorded;data forms are attached. ke`Seat tle^'WA Q,.A 104 Results ?4tyY >.-mt{,ty,,-:, N„;' ,- : `: A review of existing literature including the National* Wetland Inventory, Renton, tjel,eplion'e`' n 04 =;<.n 3 ;• Service,. Washington Quadrangle (U.S. Fish and Wildlife 1988) and the King County' 40 : ;,a«:J�<� . Wetlands Inventory (King County Environmental Division, 1990) indicates that the site ;2Q6f;6,2¢s919,0 , :. k'„ n4,-toN00,,:, was not identified as a wetland at the time of the surveys. The King County Wetlands , i ormi Inventory does not include wetlands less than 1 acre in size. ''''A acsimile: E'-'4v= ,' The Soil Survey of King County Area, Washington (Soil Conservation Service, 1973) ;,wear; .; 2O6 ' `'- indicates the site contains three distinct soil series: Beausite gravelly sandy loam(6-15% • 1 , 2, i sloes Beausitegravelly sandy loam (15-30% slopes),:,,�:�3.;4�w �� '%` slopes), o and Woodinville silt loam. Of '`'J'"'`k°°°'°k' these the Woodinville silt loam has been. classified as hydric according to Hydric Soils of ?Eerlaic�;M4ye:a,:�•;:�, f , ,,. : 4.n; _:,k,,, <.';:'‘: the United States (Soil Conservation Service, 1985). �'shapir,o@shdp',`com Nit JF. ,, :Yf./IS` Todd Christopherson January 6, 1999 �_. Page 2 . • • The investigated area is located within an approximately 8=acre parcel. .The parcel is bounded by Monster Road on the south, Burlington Northern railroad tracks to the west • and north, and METRO property on the east, which is enclosed by a chain-link fence. Vegetative habitats in the parcel include deciduous forest, scrub-shrub wetland, emergent • wetland, grassland, and open water. Wetland and grassland habitats are located in the .northwestern area of the parcel. .The west side of the parcel is relatively even with the railroad tracks. Eastern and southern areas of the parcel are a deciduous forested hillside • that varies from a gradual climb to a steep slope. The investigated area is located in the southern part of the parcel and is approximately 3 acres. A relatively even plateau is located approximately half way up the forested'.hillside of the investigated area. The plateau is the location of the proposed development by the Ashton Development Company and was the focus of the wetland survey. A one-lane gravel road from the south provides access to the plateau. A circular shaped section of the investigated area, approximately 20 feet wide and 400 feet long, was recently cleared of vegetation and approximately 4 inches of soil. • • Tree vegetation on the hillside is dominated by big-leaf maple (Acer macrophylum). The dominant shrub vegetation is Himalayan blackberry (Rubus procerus). Other vegetation • species include red alder(Alnus rubra), black cottonwood (Populus trichocarpa), Scot's • i`'`'`'"` ` broom- (Cytisus scoparius), and swordfern (Polystichum munitum). Herbaceous vegetation is limited on the hillside, but does occur in small patches where an open overstory canopy is available. Sample Plot 1 was established approximately 50 feet north of the end of the gravel road and 50 feet east of the top of the sloped hillside in an area of the parcel that has been '.W,i:'¢ ''yz1`X"' cleared of vegetation. Himalayan blackberry root.wads are located in the cleared area. y'< 'w'`- Himalayan blackberry,is the dominant vegetation adjacent to the cleared area. Soils are dark yellowish brown(10YR 3/4) sandy loam. Mottles.are yellowish brown (10YR 5/4), few, fine; and faint. The soil was dry throughout the horizon. Vegetation,'soil, and • '`' h,. hydrology at Sample Plot 1 do not qualify.as hydric according to wetland classification ``'<:' £,;a:0;" - criteria. Approximately 80% of Sample Plot 1 is cleared of vegetation. Vegetation in the cleared area was assumed based on the presence of root'wads and the existing-vegetation " 4.1t'g"' ~t. adjacent to the cleared area. Wetland determinations of the cleared area were based on the • • lack of hydric soils within 10 inches of the original ground surface, assuming an estimated 4 inches of.soil were removed during clearing. • Sample Plot 2 was established approximately.150 feet north of Sample Plot 1 in an area approximately 15 feet wide by 20 feet long and dominated by herbaceous vegetation. The t' ;:'' dominant herbaceous vegetation is bluegrass (Poa sp.) and colonial bentgrass (Agrostis capillaris). Other herbaceous species include tall fescue(Festuca arundinacea), English ' plantain (PlantagO lanceolata), and•curly dock (Rumex crispus). Dominant shrub , ' vegetation is Himalayan blackberry. Dominant tree vegetation is big-leaf maple. Soils are - • : '>':;,:'::>. very dark grayish brown and dark brown(10YR 3/2 and 10YR 3/3) sandy loam and • sandy silt loam. Mottles are yellowish brown (10YR 5/4) few, fine, and faint. Mottles did not occur in the top 8 inches of the profile. No hydric features were observed in the upper 18•inches of soil. Soil was moist at 18 inches below the surface. Soil and hydrology at Sample Plot 2 do not qualify as hydric according to wetland classification criteria. ' Approximately 20% of Sample Plot 2 is cleared of vegetation. Herbaceous vegetation in Sample Plot 2 qualifies as hydric according to wetland classification criteria. . ' • Shrub and tree vegetation at Sample Plot 2 do not.qualify as hydric. Todd Christopherson January 6, 1999 Page 3 Sample Plot 3 was established approximately 200 feet north of Sample Plot 2. Dominant shrub vegetation is Himalayan blackberry. Dominant tree vegetation is big-leaf maple. Ground cover in Sample Plot 3 is dominated by leaf litter and moss and is devoid of herbaceous vegetation. Soils are dark yellowish brown (10YR 3/4 and 10YR 4/4) sandy loam with no mottles. Soil was dry throughout the horizon. Vegetation, soil, and hydrology at Sample Plot 3 do not qualify as hydric according to wetland classification criteria. Himalayan blackberry and big-leaf maple vegetation dominate the majority of the investigated area. Soils throughout the site are generally consistent with Sample Plot 3. Due to the sloping topography it appears that the investigated area of the site is well drained. A visual reconnaissance of the wetland in the northwest corner of the property indicates conditions are consistent with those described in the 1997 survey. Conclusions SHAPIRO did not identify any wetlands on the Ashton Development Company LLC property site on December 23, 1999. The investigated area did not contain any areas that • met the minimum criteria to be considered a jurisdictional wetland by the U.S. Army Corps of Engineers. Wetland hydrology was clearly lacking at the site, and the vegetation - communities contained a mix of non-native invasive and dry-tolerant plant species; no- strongly hydrophytic (wetland)vegetation community occurs on the site. Soils over most ; ,,r; u: A;: :: of the site also lacked hydric indicators within the upper 12 inches of the surface. Wetland determinations of the cleared area were based on the lack of hydric soils within 10 inches of the original ground surface, assuming an estimated 4 inches of soil were removed during clearing. Vegetation in the cleared area was assumed based on the presence of blackberry root wads and the dominant existing vegetation adjacent to the ; {rt ;4:f3 cleared area. • ' .`"`"`_x"'':;y3 `` '' Thank you for the opportunity to prepare this material for you. If you require additional kA;`•_„ assistance•on this or any other project,please do not hesitate to call me or Marc Boule. Sincerely, SHAPIRO AND ASSOCIATES,>-.-'.,,..s,.;.. :,rs'-.•° INC. 14..r `.';:;'; " Calvin Kelly Douglas Wildlife Ecologist `'' Enclosures • • Ik. ''''‘,,)..14• • Ep?IT �: y,l4rR t ` • ar Y�5f6I • VI KF . • S BR N EMERTOe ' A `p ■ SITE . e TACOMA • S Li ,•OLY'PIA I , 6, • a,' WASHINGTON t ---Area of detail ''.— ....- -air_ -+•- ASHTON DEVELOPMENT COMPANY -- PROPERTY BOUNDARY .r. .r. --+�- ' .r r._ a • .r- 151 y y -v. 7 J. 'P a "` METRO .-- parcel --.� ♦♦ • ♦ •• • 3 ♦ 0- ♦ • O • ♦ • \\ s' , % \♦ `i • • • ,,......,... k\,\Ns\........ • • • .. Welland baunda FIGURE 1 delineated by SHAPIRO in 1997 ��_� investigated area of property Not to Scale 0)P' area cleared of vegetation ASHTON' DEVELOPMENT COMPANY LLC SITE ip sample plat, WETLAND DELINEATION • alialwromw SHAPIRO . - & ASSOCIATES, INC. MONSTER ROAD PARCEL A • 1991074 1.5.00 REFERENCES • Environmental Laboratory, 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1, U.S. Army Engineers Waterways Experiment Station, Vicksburg, Miss. King County, 1990. King County Wetland Inventory. King County Environmental Division, Washington. Shapiro and Associates, Inc., 1997. Wetland Delineation of the Opus Northwest LLC Site Renton, Washington. Seattle, Washington. Shapiro and Associates, Inc., 1989. Wetland Delineation of the Container Corporation of America Site Renton, Washington. Seattle, Washington. Soil Conservation Service, 1985. Hydric Soils of the United States. U.S. Department of Agriculture. Prepared in cooperation with the National Technical Committee for Hydric Soils. Soil Conservation Service, 1973. Soil Survey of King County Area, Washington. U.S. Department of Agriculture. U.S. Fish and Wildlife Service, 1988. National Wetland Inventory, Renton, Washington, Quadrangle. • WETLAND DETERMINATION INTERMEDIATE-LEVEL ONSITE METHOD SOILS, HYDROLOGY & SUMMARY Project Number: 1991074 Date: 12/23/99 Project/Site: Monster Road Sample Plot #: 1 Field Investigator(s): CD SOILS SCS Mapping Unit: Beausite series Is soil a histosol? No • Field Identification: resembles Beausite series Histic epipedon present? No Is soil on hydric soils list? No Is soil mottled? Yes Is soil gleyed? No Horizon Matrix Mottle Occurrencenic Horizon Depth Texture Color Color of Mottles C' nt Color Content 0-18"+ sandy loam 10YR 3/4 10YR 5/4 f, f, f None low Landform/Topography: relatively level plateau on sloped hillside Comments: 80%sample plot recently cleared of vegetation and approximately 4 inches of soil,approximately 20 feet wide, RUPR root wads are located throughout cleared area and are dominant plant species adjacent to cleared area Hydric Soils? No Basis: high chromos,mottles are few HYDROLOGY Is ground surface inundated? No Surface water depth: None Is soil saturated? No Depth to saturation: None Depth to free-standing water in pit: None ❑Yes ®No -Oxidized root zones 0 Yes ®No -Water-stained leaves ❑Yes No -Water marks 0 Yes ®No -Surface scoured areas ❑Yes IS No -Drift lines 0 Yes ®No -Wetland drainage patterns ❑Yes ®No -Water-borne sediment deposits ❑Yes ®No -Morphological plant adaptations Comments: dry throughout Wetland Hydrology? No Basis: No hydrologic indicators SUMMARY • Do normal environmental conditions exist at the plant community? No Has the vegetation,soils, and/or hydrology been significantly disturbed? Yes Disturbed area? Yes Basis: recently cleared of vegetation and approximately 4 inches of soil Problem area? No Basis: No evidence Comments: 80%sample plot recently cleared of vegetation and approximately 4 inches of soil,approximately 20 feet wide, RUPR root wads are located throughout cleared area and are dominant plant species adjacent to cleared area Is the hydrophytic vegetation criterion met? No Is the hydric soil criterion met? No Is the wetland hydrology criterion met? No Is the vegetation unit or plot wetland? No Rationale for jurisdictional decision: No parameters met. All evidence indicates cleared area was dominated by RUPR prior to clearing of vegetation. • WETLAND DETERMINATION SHAPIRO& INTERMEDIATE-LEVEL ONSITE METHOD ASSEIATESE VEGETATION UNIT SAMPLING PROCEDURE Project/Site: 1991074 Sample Plot #: 1 Field Investigator(s): CD Date: 12/23/99 • Indicator %Areal Cover Sp •Code Herbs & Bryophytes Status" Cover ' Class Midpoint Rank -- • • Sum of Midpoints: • Dominance Threshold: indicator %Areal Cover ' Sp Code Shrubs Status" Cover Class Midpoint Rank RUPR Rubus procerui FACU 10 2 10.5 1 • • • • • • • • Sum of Midpoints: 10.5 Dominance Threshold: 5.3 • Indicator %Areal bovqr Sp Code Saplings Status" Cover Class Midpoint Rank • . Sum of Midpoints: , Dominance. Threshold: Indicator %Areal Cover Sp Code Trees Status" Cover Class Midpoint Rank • • • • • • • Sum of Midpoints: • • Dominance Threshold: • % of Dominants that are OBL, FACW, and/or FAC: 0% • Hydrophytic Vegetation? • No • • Comments: 80%sample plot recently cleared of vegetation and approximately 4 inches of soil, root wads and surrounding habitat indicate the cleared area was dominated by RUPR To determine dominants,first rank species by midpoints.Then sum midpoints In order **Species that do not appear on the National List(Reed,1988)may have been assigned an Indicator until 50%of total for all species(dominance threshold)is immediately exceeded.All status based on field observations and habitat Information from the literature. species contributing to this cumulative total plus any others having 20%of the total midpoint value are marked with an asterisk. • • • WETLAND DETERMINATION INTERMEDIATE-LEVEL ONSITE METHOD SOILS, HYDROLOGY & SUMMARY Project Number: 1991074 Date: 12/23/99 Project/Site: Monster Road • Sample Plot #: 2 Field Investigator(s): CD SOILS SCS Mapping Unit: Beausite series Is soil a histosol? No Field Identification: resembles Beausite series Histic epipedon present? No Is soil on hydric soils list? No Is soil mottled? Yes Is soil gleyed? No Horizon Matrix Mottle Occurrence Gley Organic Horizon Depth Texture Color Color of Mottles Color Content 0-8" sandy loam 10YR 3/2 None None None low 8"-18"+ sandy silt loam 10YR 3/2 10YR 5/4 f, f, f None low &10YR 3/3 Landform/Topography: relatively level plateau on sloped hillside Comments: grass/herbaceous community approximatly 20 feet by 15 feet within RUPR Hydric Soils? No Basis: Mottles few and below 8 inches HYDROLOGY • Is ground surface inundated? No Surface water depth: None Is soil saturated? No Depth to saturation: None Depth to free-standing water in pit: None ❑Yes ®No -Oxidized root zones ❑ ❑Yes ®No -Water marks Yes ®No -Water-stained leaves El❑Yes ®No -Drift lines Yes ®No -Surface scoured areas •❑Yes ®No -Wetland drainage patterns ❑Yes ®No -Water-borne sediment deposits 0 Yes IN No -Morphological plant adaptations • Comments: Moist at 18 inches,no hydrologic indicators above 18 inches Wetland Hydrology? No Basis: No indicators SUMMARY Do normal environmental conditions exist at the plant community? Yes Has the vegetation,soils,and/or hydrology been significantly disturbed? Yes Disturbed area? Yes Basis: Perimeter of sample plot recently cleared of vegetation Problem area? No Basis: No evidence Comments: 20%sample plot perimeter recently cleared of vegetation and approximately 4 inches of soil. RUPR root wads are located throughout cleared area and are dominant plant species adjacent to cleared area Is the hydrophytic vegetation criterion met? Yes Is the hydric soil criterion met? No Is the wetland hydrology criterion met? No Is the vegetation unit or plot wetland? No Rationale for Jurisdictional decision: One wetland parameter met. Dominant herbaceous veg FAC,subdominants, shrub,and tree veg FACU. Mottles few and below 8 inches,no hydro)indicators . . WETLAND DETERMINATION SHAPIRO& INTERMEDIATE-LEVEL ONSITE METHOD ASSEIATFM VEGETATION UNIT SAMPLING PROCEDURE Project/Site: 1991074 Sample Plot #: 2 Field Investigator(s): CD Date: 12/23/99 Indicator %Areal Cover Sp Code Herbs & Bryophytes Status** Cover Class Midpoint Rank POASP. Bluegrass FAC 30 4 38.0 1 FEAR Festuca arundinacea FAC- 10 2 10.5 AGCA Agrostis capillaris FAC 50 4 38.0 1 • RUCR Rumex crispus FACU 5 1 3.0 PLLA Plantago lanceolata FAC 10 2 10.5 TAVU Tanacetum vulgare UPL 5 1 3.0 • Sum of Midpoints: 103.0 • Dominance Threshold: 51.5 ',,I.:41r1:4•J:,;,!.,..11.,..,r-I,V,..,M+,4.5c, ,,,,,ox,:f..-:..4 i,,`:......L,,-..,, ,,-.-:At'ZI:z, A.,:-•-,`X:-11,,,..2.-:4:51,-Z,:.1k-1,:tak417.:UIZSZalritrZt4MIZZSAVa7Mi3a1:11 .7.0;r111-,,W;V:32:47Z,TKV:41A-WEAti=3,7,,l, Indicator %Areal Cover Sp Code Shrubs Status" Cover Class Midpoint Rank RUPR Rubus procerus FACU 30 4 38.0 1 • Sum of Midpoints: 38.0 Dominance Threshold: 19.0 ,',:r.::,5z,-z.:!,,G.raTa-,,,,,.:n,,;-.1-.,.1,y,,,,JA:u.,},:,.. :,--s.:7;,,2,.t.:,-.:a:.5,.,.i.1,0-o,:,i',,c,;:,..-, •,,[J14..,... .,:;:,194,..:i...1.,,..mfm.m,,..Fazia,,, ,i,,,,,;a , _,,,.:4-.."P.:,%:,=:,; 7..::,I,rA,K,K7r.', ...:,',,!.!,-•%::-:,...3:w.0.1..:i6Ais„v:z'-,,,J Indicator %Areal Cover Sp Code Saplings Status** Cover Class Midpoint Rank , Sum of Midpoints: • Dominance Threshold: Indicator %Areal Cover Sp Code Trees Status" Cover Class Midpoint Rank ACMA Acer macrophylum FACU 5 1 3.0 1 Sum of Midpoints: 3.0 Dominance Threshold: 1.5 • •'', ': ' ••, 7-, 'F-,:-.--'=*,:, ',• ,‘- L :',,,",'Ir,:','•.• - 1',.;'',1,afoi•-tr,i'Go,r,'•=•i,-v• ',,.-:-:. ,,,---,: .--'',4'.'..v .T.'?.:7; :r't:'i' 1,':".; % of Dominants that are OBL, FACW, and/or FAC: 50% Hydrophytic Vegetation? Yes Comments: grass and forb community,subdominants are upland species,shrub and tree species upland. To determine dominants,first rank species by midpoints.Then sum midpoints In order **Species that do not appear on the National List(Reed,1958)may have been assigned an indicator • until 50%of total for all species(dominance threshold)is immediately exceeded. All status based on field observations and habitat information from the literature. species contributing to this cumulative total plus any others having 20%of the total midpoint value are marked with an asterisk. WETLAND DETERMINATION INTERMEDIATE-LEVEL • ONSITE METHOD SOILS, HYDROLOGY & SUMMARY Project Number: 1991074 Date: 12/23/99 Project/Site: Monster Road Sample Plot #: 3 Field Investigator(s): CD SOILS SCS Mapping Unit: Beausite series Is soil a histosol? No Field Identification: resembles Beausite series Histic epipedon present? No Is soil on hydric soils list? No Is soil mottled? No Is soil gleyed? No Horizon Matrix Mottle OccurrenceGleyHorizon , Depth Texture Color Color of Mottles Color Content Content 0-18"+ sandy loam 10YR 3/4 None None None low &10YR 4/4 • Landform/Topography: relatively level plateau on sloped hillside Comments: Hydric Soils? No Basis: No mottles,high chromas HYDROLOGY Is ground surface inundated? None Surface water depth: None Is soil saturated? None Depth to saturation: None Depth to free-standing water in pit: None • ❑Yes No -Oxidized root zones ❑Yes ®No•-Water marks 0 Yes ®No -Water-stained leaves ❑Yes ®No -Drift mas ❑Yes El No -Surface scoured areas 0 Yes ®No -Wetland drainage patterns ❑Yes No -Water-borne sediment deposits 0 Yes ®No -Morphological plant adaptations Comments: • Wetland Hydrology? No Basis: No indicators SUMMARY Do normal environmental conditions exist at the plant community? Yes Has the vegetation,soils, and/or hydrology been significantly disturbed? No Disturbed area? No Basis: No evidence Problem area? No Basis: No evidence Comments: Is the hydrophytic vegetation criterion met? No Is the hydric soil criterion met? No Is the wetland hydrology criterion met? No Is the vegetation unit or plot wetland? No Rationale for jurisdictional decision: No parameters met • • , WETLAND DETERMINATION SHAPIRO& • INTERMEDIATE-LEVEL ONSITE METHOD • • ASSEIATES2 • VEGETATION UNIT SAMPLING PROCEDURE • Project/Site: 1991074 Sample Plot #: 3 Field Investigator(s): CD Date: 12/23/99 Indicator `Ye Areal Cover • • Sp Code Herbs & Bryophytes Status" Cover Class Midpoint Rank • • • • • • Sum of Midpoints: • Dominance Threshold: Indicator %Areal Cover Sp Code Shrubs Status" Cover Class Midpoint Rank • RUPR Rubus procerus FACU 100 • 7 98.0 1 • . • • • • • • • • Sum of Midpoints: 98.0 Dominance Threshold: 49.0 • ••• •::••••7,rt:7".77,,i;;;17.0.1::::',:.-.....::=S4cli;ViA57.3-72.1.7,11.-..5•:,.:} indicator %Areal Cover Sp Code Saplings Status" Cover Class Midpoint Rank • • • • Sum of Midpoints: • Dominance Threshold: •• ' •' "'".• • ' ' ••• •• ••: Indicator %Areal Cover Sp Code Trees Status" Cover Class Midpoint Rank. ,1 ACMA Acer macrophylum FACU 100 7 98.0 1 • • • • • • Sum of Midpoints: 98.0 • • • Dominance Threshold: 49.0 • ••• : t.;. ;:' •• ' 0 •- • % of Dominants that are OBL, FACW, and/or FAC: 0% Hydrophytic Vegetation? No . . Comments: • • To determine dominants,first rank species by midpoints.Then sum midpoints In order "Species that do not appear on the National List(Reed,1988)may have been assigned an indicator until 50%of total for all species(dominance threshold)Is immediately exceeded.All status based on field observations and habitat Information from the literature. species contributing to this cumulative total plus any others having 20%of the total midpoint value are marked with an asterisk. • • • • +V r ere, loyriAn A/107\ r ". Monster Road Site \.1) Wetland Delineation .6) • j:N1t 2000 iN • Prepared for: '•:' OF • . '' ay: ��: Todd Christopherson Ashton Development Company LLC %r r� 16400 Southcenter Parkway #502 • • = Seattle, WA 98188 • • • Prepared by: Shapiro and Associates, Inc. 101 Yesler Way, Suite 400 Seattle, Washington 98104 January 2000 • January 6, 1999 Todd Christopherson 'SHAPIRO Ashton Development Company LLC & ASSOCIATES, I N G 16400 Southcenter Parkway#502 Seattle,WA 98188 Re: Wetland delineation of the Monster Road site in Renton, Washington Dear Todd: At 'your request, Shapiro and Associates, Inc. (SHAPIRO) visited the Ashton Development Company LLC property in the City of Renton, King County, Washington on December 23, 1999. The purpose of the visit was to identify and delineate wetland boundaries. The Ashton Development Company LLC property is bounded by Monster Road on the south,King County Department of Metropolitan Services(METRO) property on the east, and Burlington Northern railroad tracks to the west and north (Township 23N, Range 4E, Section 24). The Ashton Development Company property is approximately 8 acres (Figure 1). The area investigated by SHAPIRO in 1999 is a portion of a larger area delineated by SHAPIRO in 1989 and 1997 (SHAPIRO, 1989, Wetland Delineation of the Container Corporation of America Site Renton,Washington; SHAPIRO, 1997, Wetland Delineation of the Opus Northwest LLC Site Renton, Washington). The wetland delineated in the 1989 and 1997 surveys is in the northern area of the parcel and was not included in this investigation. Methods Methods for identifying and establishing wetland boundaries on the site are described in the U.S. Army Corps of Engineers' Wetlands Delineation Manual (Environmental Laboratory, 1987), commonly referred to as the 1987 Manual. Three sample plots were established at the site. Soil was characterized by digging a hole to a depth of at least 18 inches below the ground surface. Soil layers, or horizons, were described with regard to the soil texture,color,presence or absence of redoximorphic features (such as mottling or gley color formation), and organic matter content. All herbaceous plant species within a 101 Yesler Way 5-foot radius of the soil pit were identified, and the percent of the ground each covered • was estimated. All shrubs, saplings, and trees within a 30-foot radius of the soil pit also Suite 400 were identified and their cover estimated. Data collected at each of these sample plots were recorded;data forms are attached. Seattle, WA 98104 Results — Telephone: A review of existing literature including the National Wetland Inventory, Renton, Washington Quadrangle (U.S. Fish and Wildlife Service, 1988)'and the King County 206.624.9190 'Wetlands Inventory (King County Environmental Division, 1990) indicates that the site was not identified as a wetland at the time of the surveys. The King County Wetlands Inventory does not include wetlands less than 1 acre in size. Facsimile: The Soil Survey of King County Area, Washington (Soil Conservation Service, 1973) 206.624.1901 • indicates the site contains three distinct soil series: Beausite gravelly sandy loam(6-15% slopes),.Beausite gravelly sandy loam (15-30% slopes), and Woodinville silt loam. Of these the Woodinville silt loam hays been classified as hydric according to Hydric Soils of E-mail: the United States (Soil Conservation Service, 1985). shapiro@shap.com . Todd Christopherson - January 6, 1999 Page 2 . +! The investigated area is located within an approximately 8-acre parcel. The parcel is bounded by Monster Road on the south, Burlington Northern railroad tracks to the west and north, and METRO property on the east, which is enclosed by a chain-link fence. ; ' Vegetative habitats in the parcel include deciduous forest, scrub-shrub wetland, emergent :,, wetland, grassland, and open water. Wetland and grassland habitats are located in the a,r„_ northwestern area of the parcel.- The west side of the parcel is relatively even with the _ railroad tracks. Eastern and southern areas of the parcel are a deciduous forested hillside that varies from a gradual climb to a steep slope. The investigated area is located in the southern part of the parcel and is approximately 3 acres. A relatively even plateau is 3; located approximately half way up the forested hillside of the investigated area. The plateau is the location of the proposed development by the Ashton Development Company and was the focus of the wetland survey: A one-lane gravel road from the south provides , access to the plateau. A circular shaped section of the investigated area, approximately 20 feet wide and 400 feet long, was recently cleared of vegetation and approximately 4 , inches of soil. • ' . Tree vegetation on the hillside is dominated by big-leaf maple (Acer macrophylum). The ' dominant shrub vegetation is Himalayan blackberry (Rubus procerus). Other vegetation species include red alder(Alnus rubra), black cottonwood (Populus trichocarpa), Scot's . broom. (Cytisus scoparius); and swordfern (Polystichum munitum). Herbaceous _ vegetation is limited on the hillside, but does occur in small patches where an open " overstory canopy is available. Sample Plot 1 was established approximately 50 feet north of the end of the gravel road and 50 feet east of the top of the sloped hillside in an area of the parcel that has been _ cleared of vegetation. Himalayan blackberry root wads are located in the cleared area. Himalayan blackberry is the dominant vegetation adjacent to the cleared area. Soils are dark yellowish brown (10YR 3/4) sandy loam. Mottles are yellowish brown (10YR 5/4), few, fine, and faint. The soil was dry throughout the horizon. Vegetation, soil, and hydrology at,Sample Plot 1 do not qualify as hydric according to wetland classification criteria. Approximately 80% of Sample Plot 1 is cleared of vegetation. Vegetation in the cleared area was assumed based on the presence of root wads and the existing vegetation x adjacent to the cleared area. Wetland determinations of the cleared area were based on the lack of hydric soils within 10 inches of the original ground surface, assuming an _ estimated 4 inches of soil were removed during clearing. , Sample Plot 2 was established approximately 150 feet north of Sample Plot 1 in an area a,m - approximately 15 feet wide by 20 feet long and dominated by herbaceous vegetation. The dominant herbaceous vegetation is bluegrass (Poo sp.) and colonial bentgrass (Agrostis — capillaris). Other herbaceous species include tall-fescue(Festuca arundinacea), English plantain (Plantago lanceolata), and curly dock (Rumex crispus). Dominant shrub '` vegetation is Himalayan blackberry. Dominant tree vegetation is big-leaf maple. Soils are , very dark grayish brown and dark brown (10YR 3/2 and 10YR 3/3) 'sandy loam and sandy silt loam. Mottles are yellowish brown (10YR 5/4) few, fine, and faint. Mottles (•'` did not occur in the top 8 inches of the profile.• No_hydric features were observed in the , upper 18 inches of soil. Soil was moist at 18 inches below the surface. Soil and , hydrology at Sample Plot 2 do not qualify as hydric according to wetland classification - ; criteria. Approximately 20% of-Sample Plot 2 is cleared of vegetation. Herbaceous _ .vegetation in Sample Plot 2 qualifies as hydric according to wetland classification criteria. Shrub and tree vegetation at Sample Plot 2 do not qualify as hydric. • _ n ' Todd Christopherson January 6, 1999 Page 3 a Sample Plot 3 was established approximately approxithately 200 feet north of Sample Plot 2., Dominant ` shrub vegetation is Himalayan blackberry. Dominant tree vegetation is big-leaf maple. Ground cover in Sample Plot 3 is dominated by leaf litter and moss arid is devoid of herbaceous vegetation. Soils are dark yellowish brown (10YR 3/4 and 10YR 4/4) sandy ,,,'' loam with no mottles. Soil was dry throughout the horizon. Vegetation, soil, and • hydrology at Sample Plot 3 do not qualify as hydric according to wetland classification -criteria. Himalayan blackberry and big-leaf maple vegetation dominate the majority of the investigated area. Soils throughout the site are generally consistent with Sample Plot 3._ ,., Due to the sloping topography it appears that the investigated area of, the site is well drained. A visual reconnaissance of the wetland in the northwest corner of the property indicates conditions are consistent with those described in the 1997 survey. Conclusions , SHAPIRO did not identify any wetlands.on the Ashton Development Company LLC - property site on December 23, 1999. The investigated area did not contain any-areas that met the minimum criteria to be considered a jurisdictional wetland by the U.S. Army Corps of Engineers. Wetland hydrology was clearly lacking at the site, and the vegetation communities contained a mix of non-native invasive'and dry-tolerant plant species; 'no - strongly hydrophytic (wetland) vegetation community occurs on the site. Soils over most of the site also lacked hydric indicators within the upper 12 inches of the surface. Y,„';,';; Wetland determinations of the cleared°area were based on the lack of hydric soils within ~ 10 inches of the original ground surface, assuming an estimated 4 inches of soil were removed during clearing. Vegetation in the cleared area was assumed based on the presence of blackberry root wads and the dominant existing vegetation adjacent to the cleared area. Thank you for the'opportunity to prepare this material for you. If you require additional assistance on this or any other project,please do not hesitate to call me orMarc Boule. .: .. Sincerely, a `' SHAPIRO AND ASSOCIATES, INC. ' ( -' i Calvin Kelly Douglas - Wildlife Ecologist , Enclosures 0yy - ';, . - • • Vie, . SEAH LE B}2EMERTON • �a ■ SITE . /-72' e. . i TACOMA ett'A,fyY7 ec•OLYMPIA /',ht (.1 WASHINGTON • '---Area of detail • • .Z.— .r.J= •r_ -.�. ASHTON DEVELOPMENT COMPANY _-d-- PROPERTY BOUNDARY Z- .a. a r.- - . .r .r r.. .+. ... .... .46- -a.- - —..r .r cr. - -... 2 S. .i. .r ', _ METRO a parcel -- \` • • • • • .•` ,'; _,• • • hoc • • . „...., --‘,.,-.4-.:\ • i:.,Q)::, ,, • • 4 O Wetland boundary FIGURE 1 delineated by SHAPIRO in 1997 ♦`_,/ investigated area of property • area cleared of vegetation ASHTON DEVELOPMENT COMPANY LLC SITE Not to Scale sample plots WETLAND DELINEATION SHAPI.RO ' s ASSOCIATES. INC.' MONSTER ROAD PARCEL A — 1991074 1.5.00 • REFERENCES Environmental Laboratory, 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1,U.S. Army Engineers Waterways Experiment Station, Vicksburg, Miss. King County, 1990. King County Wetland Inventory. King County Environmental Division, Washington. Shapiro and Associates, Inc., 1997. Wetland Delineation of the Opus Northwest LLC Site Renton, Washington. Seattle, Washington. Shapiro and Associates, Inc., 1989. Wetland Delineation of the Container Corporation of America Site Renton, Washington. Seattle, Washington. Soil Conservation Service, 1985. Hydric Soils of the United States. U.S. Department of Agriculture. Prepared in cooperation with the National Technical Committee .for Hydric Soils. ' Soil Conservation Service, 1973. Soil Survey of King County Area, Washington. U.S. Department of Agriculture. • U.S. Fish and Wildlife Service, 1988. National Wetland Inventory, Renton, Washington, • Quadrangle. • WETLAND DETERMINATION INTERMEDIATE-LEVEL ONSITE METHOD SOILS, HYDROLOGY & SUMMARY Project Number: 1991074 Date: 12/23/99 Project/Site: Monster Road Sample Plot #: 1 Field Investigator(s): CD SOILS SCS Mapping Unit: Beausite series Is soil a histosol? No Field Identification: resembles Beausite series Histic epipedon present? No Is soil on hydric soils list? No Is soil mottled? Yes Is soil gleyed? No Horizon Matrix Mottle - Occurrence Organic Horizon Depth Texture Color Color of Mottles Color Content 0-18"+ sandy loam 10YR 3/4 10YR 5/4 f, f, f None low • Landform/Topography: relatively level plateau on sloped hillside Comments: 80%sample plot recently cleared of vegetation and approximately 4 inches of soil, approximately 20 feet wide, RUPR root wads are located throughout cleared area and are dominant plant species adjacent to cleared area Hydric Soils? No Basis: high chromos,mottles are few HYDROLOGY Is ground surface inundated? No Surface water depth: None Is soil saturated? No Depth to saturation: None Depth to free-standing water in pit: None El Yes IS No -Oxidized root zones ❑Yes IN No -Water-stained leaves ❑Yes ®No -Water marks El Yes No® -Drift lines El Yes ®No -Surface scoured areas • ❑Yes ®No -Wetland drainage patterns ❑Yes ®No -Water-borne sediment deposits ❑Yes ®No -Morphological plant adaptations Comments: dry throughout Wetland Hydrology? No Basis: No hydrologic indicators MiNININim SUMMARY Do normal environmental conditions exist at the plant community? No Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes Disturbed area? Yes Basis: recently cleared of vegetation and approximately 4 inches of soil Problem area? No Basis: No evidence Comments: 80%sample plot recently cleared of vegetation and approximately 4 inches of soil,approximately 20 feet wide, RUPR root wads are located throughout cleared area and are dominant plant species adjacent to cleared area Is the hydrophytic vegetation criterion met? No • Is the hydric soil criterion met? No Is the wetland hydrology criterion met? No Is the vegetation unit or plot wetland? No Rationale for jurisdictional decision: No parameters met. All evidence indicates cleared area was dominated by RUPR prior to clearing of vegetation. • • WETLAND DETERMINATION • SHAPIRO& INTERMEDIATE-LEVEL ONSITE METHOD ASS@ IATESa VEGETATION UNIT SAMPLING PROCEDURE Protect/Site: 1991074 Sample Plot #: 1 Field Investigator(s): CD Date: 12/23/99 indicator %Areal Cover Sp Code Herbs & Bryophytes Status** Cover ' Class Midpoint Rank • • Sum of Midpoints: Dominance Threshold: _....a...vtNsaL:s.. ...... u�.C_....,...u..n.✓_.�uW�.Se..f ..a,b,F.cftLn;t.4s13�tilL...�..*_-.,M.;: :if�Y:i:i:Ck:.:d{i:c��i".ac lw..s`l_:,, C_:u..v..'�.51':�.iu�w.::':iiiil}:nv�...d ......��.:.t?�..5�:'�f.,`.'+T:'•1'ii:n3'.+="J'9a'.'L�.$ Indicator %Areal Cover ' Sp Code Shrubs Status" Cover Class Midpoint Rank RUPR Rubus procerus' FACU 10 2 10.5 1 • Sum of Midpoints: 10.5 Dominance Threshold: 5.3 .-•�y..._.. .,hia'�.e r.ut_.Xrxn�`"•a��.wit83'u'..nwsx�,f.:i`iti`..a.u,l,.:.u�_Si':a�,»:iu�,._.+..i7��.: t ,�P,.., ._ _ _ _ '�P:. 4.`•A•: ..:.... .. ... ..,,..-,a. �v.��. ,'.) ,.a;_. ..�,r.-..:.. .a w...c .t._._ � L a - Sll,.n1,�.:�.i Y.. - s...,a-,. .:.':i.:..�...1;::. ._ ._''7c'•:t.�..-.,4:li' ... ,..•l.:,�.i:.c-4.::..:,'tM7,'v�:.:.:'.•e<w".....�.... .. Mr��T�'i Indicator %Areal Cover Sp Code Saplings Status" Cover Class Midpoint Rank Sum of Midpoints: Dominance Threshold: ' indicator %Areal Cover Sp Code Trees Status" Cover Class Midpoint Rank Sum of Midpoints: Dominance Threshold: % of Dominants that are OBL, FACW, and/or FAC: 0% Hydrophytic . Vegetation? No Comments: 80%sample plot recently cleared of vegetation and approximately 4 inches of soil, root wads and surrounding habitat indicate the cleared area was dominated by RUPR To determine dominants,first rank species by midpoints.Then sum midpoints in order "Species that do not appear on the National List(Reed,1988)may have been assigned an indicator until 50%of total for all species(dominance threshold)is immediately exceeded.All status based on field observations and habitat information from the literature. species contributing to this cumulative total plus any others having 20%of the total midpoint value are marked with an asterisk. WETLAND DETERMINATION INTERMEDIATE-LEVEL ONSITE METHOD SOILS, HYDROLOGY & SUMMARY Project Number: 1991074 Date: 12/23/99 Project/Site: Monster Road Sample Plot #: 2 Field Investigator(s): CD SOILS SCS Mapping Unit: Beausite series Is soil a histosol? No Field Identification: resembles Beausite series Histic epipedon present? No Is soil on hydric soils list? No ,Is soil mottled? Yes Is soil gleyed? No Horizon Matrix Mottle Occurrence Giey organic Horizon Depth Texture color Color of Mottles Color Content 0-8" sandy loam 10YR 3/2 None None None low 8"-18"+ sandy silt loam 10YR 3/2 10YR 5/4 f,f, f None low &10YR 3/3 Landform/Topography: relatively level plateau on sloped hillside Comments: grass/herbaceous community approximatly 20 feet by 15 feet within RUPR Hydric Soils? No Basis: Mottles few and below 8 inches HYDROLOGY Is ground surface inundated? No Surface water depth: None Is soil saturated? No Depth to saturation: None Depth to free-standing water in pit: None ❑Yes No -Oxidized root zones ❑Yes ®No -Water marks 0 Yes ®No -Water-stained leaves ❑Yes ®No -Drift lines 0 Yes ®No -Surface scoured areas 0 Yes ®No -Wetland drainage patterns ❑Yes No -Water-borne sediment deposits ❑Yes ®No -Morphological plant adaptations • Comments: Moist at 18 inches,no hydrologic indicators above 18 inches Wetland Hydrology? No Basis: No indicators SUMMARY Do normal environmental conditions exist at the plant community? Yes Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes Disturbed area? Yes Basis: Perimeter of sample plot recently cleared of vegetation Problem area? No Basis: No evidence Comments: 20%sample plot perimeter recently cleared of vegetation and approximately 4 inches of soil. RUPR root wads are located throughout cleared area and are dominant plant species adjacent to cleared area Is the hydrophytic vegetation criterion met? Yes Is the hydric soil criterion met? No Is the wetland hydrology criterion met? No Is the vegetation unit or plot wetland? No Rationale for jurisdictional decision: One wetland parameter met. Dominant herbaceous veg FAC,subdominants, shrub,and tree veg FACU. Mottles few and below 8 inches,no hydro)indicators • • • WETLAND DETERMINATION SHAPIRO& INTERMEDIATE-LEVEL ONSITE METHOD ASSGEIATESE • VEGETATION UNIT SAMPLING PROCEDURE Project/Site:'1991074 Sample Plot #: 2 • Field Investigator(s): CD Date: 12/23/99 • Indicator %Areal Cover Sp Code Herbs & Bryophytes Status** Cover Class Midpoint Rank POASP. Bluegrass FAC - 30 4 38.0 1 FEAR Festuca arundinacea FAC- 10 2 10.5 • AGCA Agrostis capillaris • FAC 50 4 38.0 1 RUCR Rumex crispus FACU 5 1 3.0 PLLA Plantago lanceolata FAC 10 2 10.5 TAVU Tanacetum vOlgare UPL 5 1 3.0 • • Sum of Midpoints: 103.0 • Dominance Threshold: 51.5 • v'1:.ti::'1w :1 'i�.+�i:Ff..'+.+ ..uE.{_'eJi„i*:Tf,''•i�u'''iiv'�'i4 -.w.1ii-5�,7,a'.�efLoeah •.it✓^..�:l,:u-..t.Rai.u..i.-Sim:TaiL°:+[.xuni:{6..Tr:`F� ,w�.,L,..wi-.s.. Indicator %Areal Cover Sp Code Shrubs Status** Cover Class Midpoint ' Rank • RUPR Rubus procerus FACU 30 4 38.0 1 • • • Sum of Midpoints: 38.0 • Dominance Threshold: 19.0 _ ��.;: . . . ..a:h�.r:,� _.>, ,?�'� �;,1�:35;'S�t3�'»ar::::�-- --t•.t�::�•...- �?ta:::y�..�.f':�t�:�`�...�-.,_,_......xa�:�x��2,:u.�:...�.,zt:�-;1 Indicator %Areal Cover Sp Code Saplings Status** Cover . Class Midpoint Rank • • Sum 'of Midpoints: Dominance Threshold: - • . .. .,,.�—`..:{�`t.:-.,.e,b R.__e_t-.:i n'L•�,:�::i':P.._.-;_z�_....._...-�,.....-_'-'-_...-c�".:z:-:...u:':Yi" r:��`:�ii:;.^�`.�.t,,-7.'-,3�.. ...:fim�i1t�=:::urw.s._,_.r.�...x.ST.�L:G'-....�......res.:.�,.::u'L_...__ii;,...,_-....... Indicator %Areal Cover Sp Code Trees Status** Cover • Class Midpoint Rank ACMA Acer macrophylum FACU 5 1 3.0 1 • • Sum of Midpoints: 3.0 • Dominance Threshold: 1.5 .. .-�.- .1::.: - '..r..-.e..:... '.: ."�:,:.. ..-_ .�.,a,-.:,..t- .... .....a.v.1.......a. �....n.Y..-- .n. :- . - .1 ... fc.r.v.-.S...a ..-f r�Y...•1: � ,i 1 % of Dominants that are OBL, FACW, and/or FAC: 50% Hydrophytic Vegetation? Yes Comments: grass and forb community,subdominants are upland species,shrub and tree species upland. To determine dominants,first rank species by midpoints.Then sum midpoints in order ••Species that do not appear on the National List(Reed,1988)may have been assigned en indicator until 50%of total for all species(dominance threshold)is immediately exceeded.All status based on field observations and habitat information from the literature. species contributing to this cumulative total plus any others having 20%of the total midpoint value are marked with an asterisk. WETLAND DETERMINATION INTERMEDIATE-LEVEL ONSITE METHOD SOILS, HYDROLOGY & SUMMARY Project Number: 1991074 • Date: 12/23/99 • Project/Site: Monster Road Sample Plot #: 3 Field Investigator(s): CD SOILS SCS Mapping Unit: Beausite series Is soil a histosol? No Field Identification: resembles Beausite series Histic epipedon present? No Is soil on hydric soils list? No Is soil mottled? No Is soil gleyed? No Horizon Matrix Mottle Occurrence Gley Organic Horizon, Depth Texture Color Color of Mottles Color Content 0-18"+ sandy loam 10YR 3/4 None None None low &10YR 4/4 Landform/Topography: relatively level plateau on sloped hillside Comments: • Hydric Soils? No Basis: No mottles,high chromas HYDROLOGY Is ground surface inundated? None Surface water depth: None Is soil saturated? None Depth to saturation: None Depth to free-standing water in pit: None ❑Yes IN No -Oxidized root zones El Yes ®No -Water 0 Yes ®No -Water-stained leaves -Drift lines marks 0 Yes ®No -Surface scoured areas El Yes ®No ❑ 0 Yes ®No -Wetland drainage patterns Yes ®No -Water-borne sediment deposits • 0 Yes ®No -Morphological plant adaptations Comments: Wetland Hydrology? No Basis: No indicators • 1111111111111111111111.11 SUMMARY Do normal environmental conditions exist at the plant community? Yes Has the vegetation,soils, and/or hydrology been significantly disturbed? No Disturbed area? No Basis: No evidence Problem area? No Basis: No evidence Comments: • Is the hydrophytic vegetation criterion met? No Is the hydric soil criterion met? No Is the wetland hydrology criterion met? No Is the vegetation unit or plot wetland? No Rationale for jurisdictional decision: No parameters met • WETLAND DETERMINATION SHAPIRO& INTERMEDIATE-LEVEL ONSITE METHOD ASSEIATESE • VEGETATION UNIT SAMPLING PROCEDURE Project/Site: 1991074 Sample Plot #: 3 Field Investigator(s): CD Date: 12/23/99 _ indicator %Areal Cover Sp Code Herbs & Bryophytes Status" Cover Class Midpoint Rank • • • •• Sum of Midpoints: Dominance Threshold: ^Indicator %Areal Cover Sp Code Shrubs Status" Cover Class Midpoint Rank _ RUPR Rubus procerus FACU 100 ' 7 98.0 , 1 • • • Sum of Midpoints: 98.0 Dominance Threshold: • 49.0 p::.u. x-r. 5..2W4s:....;_.ri..v...,.iL✓S.r.>......�..h�.iA....tt.e3.:..,. _ �... .v,........ " `o`xi_i:J:: f....1<..... ":r. `L.:.: e , !ili'�d_uY:i•✓...w..._r.'�!'.lc::a.J:"�:...eurr��4..' �i,.L_'�.�.1:>• _.?4:t,�`.'� Indicator e I %Areal Cover nj Sp Code Saplings Status" Cover Class Midpoint Rank • • Sum of Midpoints: Dominance Threshold: Indicator %Areal Cover Sp Code Trees Status" Cover Class Midpoint Rank ACMA Acer macrophylum FACU 100 7 98.0 1 Sum of Midpoints: 98.0 Dominance Threshold: 49.0 -.....v.:::.r:�::._.:d:.-.__s..s:�_'. .5.IT=:_::�:s�s_...':._.::u:•�- ,...-...... _....:..... a: ... - 4it..::; -. • _ .. .... ...�......_.u.e..,.._..:nas...•��r..� .._....,,... ,.._.- .. ...- ...��a,.v's.i:,ld .xeti.2i. % of Dominants that are OBL, FACW, and/or FAC: 0% Hydrophytic Vegetation? . No • Comments: • To determine dominants,first rank species by midpoints.Then sum midpoints in order ••Species that do not appear on the National List(Reed,1988)may have been assigned an indi itor until 50%of total for all species(dominance threshold)is immediately exceeded.All status based on field observations and habitat Information from the literature. species contributing to this cumulative total plus any others having 20%of the total midpoint value are marked with an asterisk. vv — D7- HEATH &ASSOCIATES,INC. Transportation and Civil Engineering MONSTER ROAD OFFICE BUILDING TRAFFIC IMPACT ANALYSIS CITY OF RENTON, WA B. 0. wAS ,� i‘ • •.S20720 9 Cy4 � �.�4'S�'GISTE3 �' I IONAL EIyG40� oD EXPIRES 6/0 01� I Prepared for: Todd Christopherson Ashton Development Company, L.L.C. 16400 Southcenter Parkway Suite#502 , » Seattle, WA 98188 OCII°1:611° MARCH 2000 2214 Tacoma Road•Puyallup,WA 98371 •(253)770-1401 •Fax(253)770-1473 MONSTER ROAD OFFICE BUILDING TRAFFIC IMPACT ANALYSIS TABLE OF CONTENTS I. Introduction 3 II. 'Project Description 3 III. Existing Conditions 3 IV. Future Traffic Demand 10 V. Conclusions and Mitigation 15 Appendix •LIST OF TABLES 1. Existing Level of Service 9 2. Trip Generation 10 3. 2001 AM.Peak Hour LOS 12 4. 2001 PM Peak Hour LOS 15 LIST OF FIGURES 1. Vicinity Map and Roadway System 4 • 2. Site Plan 5 3. Existing Peak Hour Volumes 7 4. Project Trip Distribution 11 5. 2001 Peak Hour Volumes Without Project 13 6. 2001 Peak Hour Volumes With Project 14 2 MONSTER ROAD OFFICE BUILDING TRAFFIC IMPACT ANALYSIS I. INTRODUCTION • This study serves to assess traffic related impacts associated with the proposed Monster Road Office Building. The primary tasks of this study include a detailed assessment of existing roadway conditions and intersection congestion, forecasts of newly generated project traffic, and estimations of future delay. First, roadway information,road improvement information, and peak hour traffic counts are collected. Then a comprehensive level of service analysis of the existing volumes is performed to determine the present degree of congestion on the network. Based on this analysis, forecasts of future traffic on the surrounding street system are made. Following this forecast of traffic conditions, the future service levels for the key intersections are I determined. As a final step, applicable conclusions and possible off-site mitigation measures are defined. II. PROJECT DESCRIPTION The proposed project consists of a 34,500 ft2 three-story office building located on Monster Road in Renton, Washington. Site terrain is generally level with no significant grades. Most development surrounding the proposed project is industrial and commercial. Additional nearby land uses include the Southcenter mall to the southwest. Based on preliminary projections,the construction and occupancy of the building would occur in 2001. Figure 1 on the following page shows the general project location and the surrounding street system. The proposed site plan showing the entrance location and the overall lot configuration is shown in Figure 2. III. EXISTING CONDITIONS A. Surrounding Street Network The street network serving the proposed office building consists of a variety of different roadways. Streets near the site range from two-lane arterials adjacent to the site to major multi-lane arterials. Characteristics for these roadways generally vary with respect to lane number, width, grades, and speeds. These differences are based on specific roadway functions and proximity to major corridors and commercial areas. 3 1 . • • MN,TiN COT. h&„47 4 G • 11, - - MONSTE- . � I , `� 7TH ST SW z AvE Sw 73 • 'Mg • *11111.011111°I....g°15c-") •DY . • " Cl 73 • • HEATH & ASSOCIATES, INC VICINITY MAP AND ROADWAY SYSTEM Transportation and Civil Engineering FIGURE I • • • r ------ , • . • ,/ . .. ,q:Ivr---1..- . i l,...r' t,\ ....F._- .hi'III)r/ ij•- gyp, il�,,l`•i. °v w`• •,S\\,' ,v,,�''i,$'t\'••,� �\ e\\• 4v�;�\',1y1,, 'i`�Ipngltilq�)))t'r1�;,i i Id :1ti1d11 t1;11'11ii'a ii 1'kilt `c till 'n 1,1�n � 'I(A;1: ` i 1 11111 't4 14:4 )�11.1, 11j ) 't'i °'i'0\\\, sue.�• / t\, l 'Sid!:, 1��'�9\��\•`\\\ ,,.,,`, ` J / ;,Ill 1I' •��.' �; . .dftT;,: ,- �i: : i•_. 1 • 1..; I i1 C.`•- \ SST•. -`___\ .>,`� `'a: 1 J1,i); !ll�i�;1 itr I ie%�\\ •'•uw �,e: �•::.z `'�l� \ / L 'a,'�:':, "^cr`- i/211 I'�r�i;l•�{�%� isYG]-i��^�'<a-:C.�'�i� ,Z�:_ �:'��-�.,�___r. �j i •e/rill / +• @ i-V \ , ' ': it , I V.t4 4{ i:',0-f % =' 1a-ry*j�//;;;,`� i { J P G''��i/ �Iv r'�+. ..`J I : rtt =Y a:?R`� .U.#i4;1.�£trip s• v(n 1•16 _- �:\41 - ''_, '* If' •• c '!`�! ��As ll9', ail '{ VYvV1,' {� �' 1 p "ems „qu 0 *f �I/dtri e�CBL3yli ) 96\•I''4'1- 14‘ a•-.. "a, as �x4., \\` ,.,@\�,�� r1 '�01/ �,; �'\` %1 4-n�t ,,, , awn „—_ .. ,, qls � �N , '-'+Q, i QC / ` e i e • HEATH & ASSOCIATES, INC SITE PLAN Transportation and Civil Engineering FIGURE 2 Southcenter Blvd/Grady Way is an east-west,multi-lane major arterial which lies south of the project. The posted speed limit is 35 mph in the vicinity of the intersection with Interurban Avenue, where left and right turn lanes are provided. Pavement surface is comprised of asphalt concrete, and lane widths are generally 11 to 12 feet. Shoulders are typically composed of standard curb and gutter with some sections of sidewalk. Grades are moderate and fall in the range of 0 to 7 percent. East of the intersection with Interurban Avenue, Southcenter Blvd becomes Grady Way. Interurban Avenue is a north-south, multi-lane roadway which lies west of the proposed office building. The posted speed limit is 40 mph in the vicinity of the intersection with Southcenter Blvd, and the pavement surface is comprised of asphalt. Shoulders consist of curb and gutter, with sidewalk along sections of the road. Grades are moderate and generally range between 0 and 5 percent. Left and right turn lanes are provided at the intersection with Southcenter Blvd, South of this intersection,the road becomes West Valley Highway(Highway 161). Martin Luther King Junior Way, also known as Highway 900, lies to the north of the project. The posted speed limit for this multi-lane highway is 50 mph and the pavement surface is comprised of asphalt. Shoulders consist of roughly 6 feet of asphalt. Grades are mild, and turn lanes are provided at the intersection with 68th Avenue. Monster Road SW is a two-lane minor arterial which lies adjacent to the project. The posted speed limit is 35 mph and the pavement surface is comprised of asphalt. Shoulders consist of curb, gutter, and sidewalk with lane widths of approximately 11 to 12 feet. Grades lie roughly between 0 and 5 percent. Further north, Monster Road becomes 68th Avenue S. Some widening occurs on 68th Avenue at the intersection with Martin Luther King Jr Way. Although it is not striped as such,there is room for right turning vehicles at this intersection. B. Peak Hour Volumes Field data for this study was collected in March of 2000. Traffic counts were taken during the morning peak period between the hours of 7 AM and 9 AM, and during the evening peak period between 4 PM and 6 PM. The City of Renton requested that both peak periods be targeted for analysis purposes. These periods represent the worst case scenario for office building institutions with respect to traffic conditions. This is primarily due to the common 8 AM to 5 PM work schedule. There would be a greater number of personal and shopping trips associated with the late afternoon period. Commuters typically return home or run errands at the same time of day which, in turn, translates to a natural peak in intersection traffic loads. Shown in Figure 3 on the following page are the weekday AM and PM peak counts for the primary intersections of Martin Luther King Jr Way/68th Ave S, Monster Rd/Oakesdale Ave, and Interurban Ave/Southcenter Blvd. 6 - - 412—► A8M ♦-1236 p (----- . 1473-� P 8 M 4-519 'kit.? 366 19 282 Fir14 Nror 44-T.1/i, G✓ 206 2 449 38 (------AM R�qr 380-► 0 1-262 459 . • J. �P 24 9 CO - r .p PM 9/�f0 424-► CO 4-505 90 19 �3 MONSTE. -• 49 1 I •`, 7TH ST SW z �• Ave S W 7 164 592 236 I. 102 538 ,377� AM 4-392 P ' �I 75AEI -AikO 163 f " SITE 58 803 504 LiO. 158 745 303 TFp � 152-4Ij Ilr 14+---491 Litt_ 665-0. P 8 M -687 Cat161 .t f230 141 :16,c�DY ' r 127 602 456 O Z � • 0 • y 70 CO HEATH & ASSOCIATES', INC EXISTING PEAK HOUR VOLUMES Transportation and Civil Engineering FIGURE 3 C. Existing Level of Service Peak hour information and geometric intersection data collected in the field were used to perform capacity computations in accordance with Transportation Research Board Special Report 209, commonly known as the 1994 Highway Capacity Manual, Third Edition. Capacity analysis is used to determine level of service(LOS)which is a general measure of the amount of congestion on a transportation facility. The concept of level of service was pioneered in the 1960's by the Transportation Research Board and is used today as the most universal measure of traffic congestion. Level of service criteria generally depends on the type of facility in question. Freeway LOS, for example, is measured by the density and speed of traffic. LOS for two-lane highways and intersections, on the otherhand, are dependent on the average percent time following and average vehicle delay, respectively. The methodology for determining the LOS at signalized intersections strives to determine the volume to capacity(v/c)ratios for the various intersection movements as well as the average stopped delay for those movements. Delay is generally used to measure the degree of driver discomfort, frustration, fuel consumption, and lost time. Stopped delay, in particular, is defined as the amount of time a vehicle, on average, spends not in motion at an intersection. Aside from the overall quantity of traffic,three specific factors influence signalized intersection LOS. These include the type of signal operation provided, the signal phasing pattern, and the specific allocation of green time. The methodology for determining the LOS at unsignalized intersections strives to determine the potential capacities for the various vehicle movements and ultimately determines the average total delay for each movement. Potential capacity represents the number of additional vehicles that could effectively utilize a particular movement, which is essentially the equivalent of the difference between the movement capacity and the existing movement volume. Total delay is described as the elapsed time from when a vehicle stops at the end of a queue until the vehicle departs from the stop line. Average total delay is simply the mean total delay over the entire traffic stream. Several factors influence potential capacity and total delay, including the availability of traffic stream gaps, the usefulness of those gaps, and the priority ranking of the various movements. The range for signalized intersection level of service is LOS A, indicating little or no delay,to LOS E, indicating capacity. For unsignalized intersections, LOS A indicates a large potential capacity and low average total delay,while LOS E indicates a small potential capacity and generally long delays. The LOS results were determined through the use of two widely used intersection analysis packages known as the WinUNSIG 3.0 and Signal 94 programs. Signal 94 follows Chapter 9 procedures of the 1994 HCM for signalized intersection analysis, while WinUNSIG 3.0 follows Chapter 10 procedures for unsignalized intersection analysis. The results of the LOS analysis are found in Table 1. 8 TABLE 1 Existing Level of Service AM PM Intersection Control Approach LOS Delay LOS Delay Interurban/ Signal Southbound C 24.7 D 39.3 Southcenter Westbound D 28.0 D 31.9 Northbound D 27.8 D 28.4 Eastbound D 29.7 D 34.0 Overall D 27.4 D 33.7 MLK/68th Signal Westbound B 7.7 B 7.2 Northbound C 16.4 D 35.5 Eastbound B 10.6 D 30.0 Overall B 9.5 D 26.5 Monster/ Stop Northbound B '9.5 D 20.1 Oakesdale Westbound LT A 3.9 A 3.9 The values of Table 1 show that moderate to long delays presently exist for the several of the approaches and movements targeted. LOS D and LOS E are often used to describe minimum acceptable delay thresholds for suburban environments and high volume corridors. The intersection of Interurban Ave/Southcenter Blvd currently operates at LOS D during the AM and PM peak hours. From the LOS output in the appendix, note that the right turn volumes at the southbound and northbound approaches of this intersection were zeroed, since those movements are not controlled by the signal. The intersection of MLK/68th Ave has LOS B delays and LOS D delays during the morning and afternoon peak hours, respectively. The northbound approach at the unsignalized intersection of Monster Rd/Oakesdale Ave is at LOS B in the AM and LOS D in the PM peak hour. D. Pedestrian and Bicycle Activity Observations for pedestrian and bicycle activity were made at the key intersections of interest. During routine peak hour volume counts, little bicycle or pedestrian activity was noted. Based on the location of the proposed development,very little non-motorist activity is anticipated near the project on Monster Road. Off-site mitigation for non- motorized trips should not be necessary. E. Sight Distance at Access Driveway. Preliminary examinations of the proposed site access driveway was made to determine whether or not adequate entering and stopping sight distance can be provided for inbound and outbound project traffic onto Monster Road. In accordance with established standards, a minimum entering sight distance of 400 to 500 feet is typically needed for a 35 mph speed limit. Based on field reviews of the primary roadway system and the prospective entrance location, it appears that sight distance requirements are met for the project access driveway. City of Renton sight distance requirements should be adequately satisfied prior to issuance of final site-development permits. The access landscaping and 9 any monumentation signing should be low-profile and out of the sight lines for drivers exiting the site. IV. FUTURE TRAFFIC DEMAND A. Project Trip Generation Trip generation is used to determine the magnitude of project impacts on the surrounding street system. Data presented in this report was taken from the Institute of Transportation Engineer's publication Trip Generation, Fifth Edition. The land use code used for this project was General Office Building (LUC 710). Data for the PM peak hour between the hours of 4 PM and 6 PM was used for future traffic estimations and future capacity analysis. An independent variable of 34,500 square feet was used. Table 2 below shows the trip generation values used. TABLE 2 Trip Generation—General Office Time Period Volume AWDT 628 vpd AM Peak Inbound 75 vph AM Peak Outbound 9 vph AM Peak Total 84 vph PM Peak Inbound 14 vph PM Peak Outbound 71 vph PM Peak Total 85 vph As shown in the table, a slightly higher number of trips are expected for the PM peak hour versus the AM peak. Morning peak trips in the overall roadway system generally do not include as many work to shopping to home trips as in the PM peak hour. The anticipated inbound/outbound split for the AM peak is estimated at roughly 89 percent entering and 11 percent exiting. A 17 percent/83 percent split is expected for the PM peak hour. B. Trip Assignment and Distribution Trip distribution describes the process by which project generated trips are dispersed on the street network and intersections surrounding the site. The primary goal of this process is to appropriately add future project traffic to the road system and primary intersections using anticipated travel patterns and vehicular access paths. Peak hour trips • created by the project are expected to follow the general trip patterns and dispersion schemes shown in Figure 4. Primary trips are expected to distribute with 20 percent easterly, 10 percent southerly on West Valley Hwy, 20 percent northerly via MLK Jr Way, 20 percent northerly via Interurban Ave, and 30 percent to the west on Southcenter Blvd. 10 (....------ O-► A8M f-0 O-► P8M —O tit 15titi 0 3 O 0 �Rr,NFir I/7�R'/NG J 2 0 14 0rAm Is Ail o J� •z-P 2 0 IN 1 (49 ,p PM �P0 0-0. © 41-0 10 3 AEI 0 MONSrE- _ 14 0 .44 ` 7TI1 ST SW I5 0 z FAve SW 2• 1 -t AM 7 G0 0 3 0 0 IS44-i1 14(7--.C; 2 14 Cilip PM 1 23-44—A 8 M 3 v. ••�,i 0, z 57 O �Vr SITE �'1 T ,,,,,... _,,...„)1 0 I ` 11 0 0 0 7 ___..,,,9 /14oIi<3T, 0 O 3 0 � 14 �`S,,,, 4-10. PBM 4-21 I I 7 K • •DY O 0 0 I Z� � 0 AO n 70 411.1 N 0 70 1 I • HEATH & ASSOCIATES, INC PROJECT TRIP DISTRIBUTION Transportation and Civil Engineering FIGURE 4 -..-. ---; C. Future Traffic Volumes With and Without the Project The owners of the project anticipate a completion date for the build out of this office builiding by 2001. This build out year is used as the horizon forecast year. Future 2001 traffic volumes without the project were derived by applying a 3 percent growth rate to the existing traffic volumes shown in Figure 3. Figure 5 represents 2001 volumes _ without the project while cumulative 2001 traffic with all background growth and project trips are given in Figure 6. D. Future Level of Service Revised level of service estimates were determined using future peak hour volumes with and without project generated trips added. This analysis once again involved the Signal 94 and WinUNSIG 3.0 programs. A brief summary of the results for the AM peak hour is shown in Table 3 below. Results for the PM peak hour are found in Table 4 on page 15. TABLE 3 2001 AM Peak Hour LOS Without Project With Project Intersection Control Approach LOS Delay LOS Delay Interurban/ Signal Southbound D 25.0 D 25.3 Southcenter Westbound D 29.0 D 29.3 Northbound D 28.8 D 28.9 Eastbound D 29.9 D 30.8 Overall D 28.1 D 28.5 MLK/68th Signal Westbound B 7.9 B 7.7 Northbound C 16.5 C 16.8 Eastbound B 10.7 B 10.6 Overall B 9.6 B 9.5 Monster/ Stop Northbound C 10.1 C 10.4 Oakesdale Westbound LT A 3.9 A 4.0 Monster/Ent Stop Eastbound - - A 3.2 Northbound LT - - A 2.4 As shown in the table, very little change occurs at any intersection, and no approach increases in LOS due to project traffic. The increase in delay is less than 1.0 second for all movements. The Interurban/Southcenter intersection is expected to have LOS D delays for each approach and for the intersection overall. The intersection of MLK/68th Avenue is expected to operate at LOS B overall,with LOS C for the northbound approach and LOS B for the westbound and eastbound approaches. The unsignalized intersection of Monster Rd/Oakesdale Ave should have LOS C delays for the northbound approach. The proposed entrance driveway serving the site is expected to operate with low delays at LOS A for outbound traffic. 12 (------ ("------- . 424--00" A 8 M -I273 Q 1517� P O M f-535 M�RT�N 377Ali 20 290 OAEI 14 • Fir 1-•/Tjy4R K/NG J ›.......212 2• 462 39 ("- AM • Rwgr 391-► .• 4--270 469 J4 25 9 . (.0 - (----- p PM �-r 437-* © 44 -520 90 20A3 MONSTE_ -, so 11 •. S. 7TH ST SW • Z SAVE SW rn 1 70 • 169 GIO 243 i 105 554 f, ts 388-► A 8 M -404 • •,,t s' 77 1 168 v SITE GO 827 519 /Oy, S 163 767 312 TFp tO 157 J ♦ 506 685— P®M 4-708 Cra 166 AEI t Fir 237 ' DY 131 620 470 55 • ��: 1 iQ 70 crnn a v z i HEATH & ASSOCIATES, INC 2001 PEAK HOUR VOLUMES WITHOUT PROJECT 1 Transportation and Civil Engineering FIGURE 5 ----9I. r- . (7-'''..- . 424-0" A 8 M -1 273 p _ 1517� P 8 M 4-535 MgRT/N 392—tti20 293 14 C0r/y�R�NG✓ 214 2 476 39 (..,........_ .............) . AM RwgY • 391-110. Z -270 61 I 9 J. �P 27 9 • . PM APO 437_,.. 0 ,520 90 23 ttiroi3 MONSTE- -. 64 I I •. S 7TH ST SW 15 55 z • AVE SW (2_gJ4r --t AM I TA . 7 t __________) 60 34 3 23 169 610 258 i r• 14 4 05 � 556 ®,. PM • 4 1 1-j► A 8 M 4-407 ,1• •,I ir��z 57 77 1 [of I69 ;. '�1 SITE t I1 61 ' 60 827 526 'LiO� S 163 767 315 TFP 157 � 520 �S� 689-0" P oM -729 ' 405 11 166—till ro—244 � :•DY .41140 131 620 471 z Ate: CO 73 v 70 CD i alk HEATH & ASSOCIATES, INC 2001 PEAK HOUR VOLUMES WITH PROJECT Transportation and Civil Engineering FIGURE G • r TABLE 4 2001 PM Peak Hour LOS , I Without Project With Project Intersection Control Approach LOS Delay LOS Delay Interurban/ Signal Southbound E 40.5 E 42.5 Southcenter Westbound • D 33.5 D 34.9 Northbound D 28.2 D 28.7 Eastbound D 34.5 D 34.1 Overall D 34.6 D 35.5 MLK/68th Signal Westbound B 7.1 B 7.2 Northbound E 43.7 E 46.7 Eastbound D 34.6 D 37.5 Overall D 30.8 D 33.3 Monster/ Stop Northbound D 21.6 D 25.1 Oakesdale Westbound LT A 4.0 A 4.0 Monster/Ent Stop Eastbound - - A 3.2 Northbound LT - - A 2.2 As shown in Table 4, LOS levels for all approaches remain the same when project traffic , is added. The intersection of Interurban Ave/Southcenter Blvd is expected to have LOS D delays,with all approaches also at LOS D save the southbound approach at LOS E. The MLK/68th Ave intersection is expected to have moderate delays of LOS D overall, with the westbound approach at LOS B, the northbound approach at LOS E, and the eastbound approach at LOS D. The northbound approach of Monster Road is expected to have LOS D delays with or without project traffic. The low volumes on Monster Road passing the project location translate into LOS A delays for outbound project traffic during the PM peak hour. E. Left Turn Warrant for Entrance at Monster Road A fundamental left turn warrant study was conducted for the access driveway on Monster Road to determine whether or not a left turn pocket would be necessary to serve the northbound to westbound movement into the site. This general analysis was based•on established procedures described in the Highway Research Record publication, Volume Warrants for Left-Turn Storage Lanes at Unsignalized Intersections, HRR 211. Future cumulative 2001 AM and PM traffic volumes with project traffic (see Figure 6) are used for this analysis along with the posted vehicle speed limits. The results of the left turn assessment indicate that a left turn lane would not be required at the intersection for future 2001 AM and PM traffic loads. Refer to the appendix for the applicable nomographs and input values. V. CONCLUSIONS AND MITIGATION The proposed Monster Road Office Building is expected to generate a moderate amount of new traffic by the 2001 build out year. Roughly 628 total inbound and outbound trips 15 • are anticipated on a typical weekday of which approximately 84 trips are expected during the AM peak hour. During the PM peak hour, 14 trips are expected into the site with 71 trips outbound. Several intersections were examined as part of this study primarily to acquire traffic volumes in front of the office building project. The intersections of Interurban Ave/Southcenter Blvd, MLK Jr Way/68th Ave, and Monster Road/Oakesdale Ave are anticipated to have low increases in delay due to project traffic. None of the intersections are expected to operate at higher than LOS D delays overall, and no increases in LOS due to project traffic are expected at any intersection approach. A review of left turn warrant criteria indicates a two way left turn lane or positive left turn pocket would not be required. While the number of left turns into the site is proportionately high during the AM peak hour, volumes on Monster Road are quite low in the vicinity of the project site. Based on this traffic analysis,no mitigation measures for the Monster Road office building are proposed. • • 16 - I MONSTER ROAD OFFICE BUILDING I TRAFFIC IMPACT ANALYSIS APPENDIX I ' I - I 17 • LEVEL OF SERVICE The following are excerpts from the 1994 Highway Capacity Manual- Transportation Research Board Special Report 209 The concept of level of service is defined as a qualitative measure describing operational conditions within a traffic stream, and their perception by motorists and/or passengers. A level of service(LOS) definition generally describes these conditions 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 defined for each facility for which analysis procedures are available. They are given letter designations, from A to F,with LOS A representing the best operating conditions and LOS F the worst. Level-of-Service definitions The following definitions generally define the various levels of service for uninterrupted flow facilities. Level of service A represents free flow conditions. Individual users are virtually unaffected by the presence of others in the traffic stream. Freedom to select desired speeds and to maneuver within the traffic stream is extremely high. The general level of comfort and convenience provided to the motorist,passenger, and pedestrian is excellent. Level of service B is in the range of stable flow, but the presence of other users in the traffic stream begins to be noticeable. Freedom to select desired speeds is relatively unaffected, but there is a slight decline in the freedom to maneuver within the traffic stream from level of service A. The level of comfort and convenience provided is somewhat less than at the level of service A,because the presence of others begins to affect individual behavior. Level of service C is in the range of stable flow,but marks the beginning of the range of flow in which the operation of individual users becomes significantly affected by the interactions with others in the traffic stream. The selection of speed is now affected by the presence of others, and maneuvering within the traffic stream requires substantial vigilance on the part of the user. The general level of comfort and convenience declines noticeably at this level. Level of service D represents high-density, but stable, flow conditions. Speed and freedom to maneuver are severely restricted, and the driver or pedestrian experiences a generally poor level of comfort and convenience. Small increases in traffic flow will generally result in the occurrence of operational problems at this level. 18 • Level of service E represents operating conditions at or near the capacity level of a given facility. All speeds are reduced to a low but relatively uniform level. Freedom to maneuver within the traffic stream is extremely difficult, and it is generally accomplished by forcing a vehicle or pedestrian to "give way" to accommodate such maneuvers. Comfort and convenience levels are extremely poor, and driver or pedestrian frustration is generally high. Operations at this level are usually unstable,because small increases in flow or minor perturbations within the traffic stream will cause breakdowns. Level of service F is used to define forced or breakdown flow. This condition exists whenever the amount of traffic approaching a point exceeds the amount which can traverse the point. Queues form behind such locations. Operations within the queue are characterized by stop-and-go waves, and they are extremely unstable. Vehicles may progress at reasonable speeds for several hundred feet or more,then be required to stop in a cyclic fashion. Level-of-service F is used to describe the operating conditions within the queue, as well as the point of the breakdown. It should be noted, however, that in many cases operating conditions of vehicles or pedestrians discharged from the queue may be quite good. Nevertheless, it is the point at which arrival flow exceeds discharge flow which causes the queue to form, and the level-of-service F is an appropriate designation for such points. These definitions are general and conceptual in nature, and they apply primarily to uninterrupted flow. Levels of service for interrupted flow facilities vary widely in terms of both the user's perception of service quality and the operational variables used to describe them. For each type of facility, levels of service are defined based on one or more operational parameters which best describe operating quality for the subject facility type. While the concept of level of service attempts to address a wide range of operating conditions, limitations on data collection and availability make it impractical to treat the full range of operational parameters for each type of facility. The parameters selected to define levels of service for each facility type are called "measures of effectiveness" or"MOE's", and represent those available measures that best describe the quality of operation on the subject facility type. Each level of service represents a range of conditions, as defined by a range in the parameters given. Thus, a level of service is not a discrete condition,but rather a range of conditions for which boundaries are established. • The following tables describe levels of service for signalized and unsignalized intersections. Level of service for signalized intersections is defined in terms of delay. Delay is a measure of driver discomfort, frustration, fuel consumption and lost travel time. Specifically, level-of-service criteria are stated in terms of the average stopped delay per vehicle for a 15-minute analysis period. Level of service for unsignalized intersections is measured in terms of potential capacity and average total delay of the lane in question. • 19 Signalized Intersections-Level of Service Stopped Delay per Level of Service Vehicle(sec) A less than 5.1 B 5.1 to 15.0 C 15.1 to 25.0 D 25.1 to 40.0 E 40.1 to 60.0 F greater than 60.0 Unsignalized Intersections -Level of Service Average Total Delay Level of Service per Vehicle (sec) A less than 5.1 B 5.1to10.0 C 10.1 to 20.0 D 20.1 to 30.0 E 30.1 to 45.0 F greater than 45.0 As described in the 1994 Highway Capacity Manual, level of service procedures for all- way stop controlled(AWSC) intersections have been refined significantly, though they are still treated in a slightly different manner than typical two-way stop controlled locations. Procedures for AWSC intersections are generally not as well defined as other forms of control. Due to the presence of stop control on all legs of an AWSC intersection, factors such as gap frequency and acceptance are generally eliminated, resulting in procedures which are slightly simplified. Nonetheless, the same criteria measures for two-way stop intersections are used for all-way stop locations. The table below describes all-way stop control intersection level of service. AWSC Intersections -Level of Service Average Total Delay Level of Service per Vehicle (sec) . A less than 5.1 B 5.1 to 10.0 C 10.1to20.0 D 20.1 to 30.0 E 30.1 to 45.0 F greater than 45.0 20 MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:40:38 EXISTING AM PEAK HOUR VOLUMES SIGNAL94/TEAPAC[Ver 1.20] - HCM Input Worksheet • Intersection # 0 - Area Location Type: NONCBD Key: VOLUMES -- > 0 592 236 1 WIDTHS 0.0 24.0 12.0 v LANES 0 2 1 \ 538 12.0 1 . / I \ / \ -- 392 24.0 2 102 12.0 1 / + / 163 12.0 1 North 377 24.0 2 -- \ I / 75 12.0 1 \ 58 803 0 Phasing: SEQUENCE 44 12.0 24.0 0.0 PERMSV NNNN ' LOSTTIME = 3.0 sec. 1 2 0 OVERLP NYNN LEADLAG LD LD Appr Grade % Heavy Veh. Adj .Pkg Bus Pk.Hr.Factor Conf.Ped Actuated Arr.Type - % RT TH LT Loc Nm Nb RT TH LT peds/hr RT TH LT RT TH LT SB 0.0 4.0 4.0 4.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 WB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 NB 0.0 4.0 4.0 4.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 EB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 I Sq 44 Phase 1 I Phase 2 Phase 3 1 Phase 4 1 Phase 5 I Phase 6 + A + .4. **** + **** / \ +> + <++++ V **** A ++++ v North <+ * ++++> + * ++++ + * v G/C=0.232 • G/C=0.304 G/C=0.150 G/C=0.181 G/C=0.000 G/C=0.000I G. 27.9" G= 36.5" G= 18.0" G= 21.7" G= 0.0" G= 0.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 0.0" Y+R= 0.01" OFF= 0.0% OFF=26.6% OFF=60.3% OFF=78.6% OFF= 0.0% OFF= 0.0% C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13.3% Ped= 0.0 sec = 0.0% 1 MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:40:38 EXISTING AM PEAK HOUR VOLUMES SIGNAL94/TEAPAC[Ver 1.20] - HCM Volume Adjustment Worksheet Appr Mvt Flow Lane Group No.of Lane Adj Prop.of -Mvt Vol PHF Rate Group Flow Lanes Util Flow LT RT -- vph -- vph -- vph - -- vph -- -- i SB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 SB-TH 592 0.90 658 TH 658 2 1.05 691 0.00 0.00 SB-LT 236 0.90 262 LT 262 1 1.00 262 1.00 0.00 WB-RT 538 0.90 598 RT 598 1 1.00 598 0.00 1.00 WB-TH 392 0.90 436 TH 436 2 1.05 458 0.00 0.00 WB-LT 163 0.90 181 LT 181 1 1.00 181 1.00 0.00 NB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 NB-TH 803 0.90 892 TH 892 2 1.05 937 0.00 0.00 NB-LT 58 0.90 64 LT 64 1 1.00 64 1.00 0.00 EB-RT 75 0.90 83 RT 83 1 1.00 83 0.00 1.00 EB-TH 377 0.90 419 TH 419 2 1.05 440 0.00 0.00 EB-LT 102 0.90 113 LT 113 1 1.00 113 1.00 0.00 SIGNAL94/TEAPAC[Ver 1.20] - HCM Saturation Flow Adjustment Worksheet I Ap Lane No Adjustment Factors Adj pr Group Ideal of Sat- ch Mvmts Satfl Lns Lane Heavy . Bus Ar Right Left Adj fliow -- -- pcphg - Width Vehs Grade Parkg Block Loc Turn Turn Fact vplhg SB- TH 1900 2 1.000 0.962 1.000 1.000 1.000 1.0 1.000 1.000 1.00 354 SB- LT 1900 1 1.000 0.962 1.000 1.000 1.000 1.0 1.000 0.950 1.00 17136 WB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1583 WB- TH 1900 2 1.0.00 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 WB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 NB- TH 1900 2 1.000 0.962 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3654 NB- LT 1900 1 1.000 0.962 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1736 EB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 183 EB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 . EB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:40:38 EXISTING AM PEAK HOUR VOLUMES SIGNAL94/TEAPAC[Ver 1.20] - HCM Capacity Analysis Worksheet Ap Lane LT Adj Adj Flow Green Lane V/C Crit pr Group Phase Flow Satfl Ratio Ratio Group Ratio Lane ch Mvts Type Rate Rate v/s g/C Capac v/c Grp -- -- -- vph vphg -- -- vph -- - SB- TH 691 3654 0.189 0.312 1141 0.606 SB- LT Pri. 262 1736 0.151 0.241 417 0.628 WB- RT 598 1583 0.378 0.454 720 0.831 WB- TH 458 3725 0.123 0.189 704 0.651 WB- LT Pri. 181 1770 0.102 0.158 280 0.646 NB- TH 937 3654 0.256 0.312 1141 0.821 NB- LT Pri. 64 1736 0.037 0.241 417 0.153 EB- RT 83 1583 0.052 0.189 299 0.278 EB- TH 440 3725 0.118 0.189 704 0.625 EB- LT Pri. 113 1770 0.064 0.158 ' 280 0.404 Cycle Length, C 120 sec Sum(v/s) = 0.736 Lost Time Per Cycle, L 9.0 sec Xc = 0.796 SIGNAL94/TEAPAC[Ver 1.20] - HCM Level-of-Service Worksheet Ap Lane Vol Green Unif Delay Lane Cal Incr Lane Lan pr Group Ratio Ratio Delay Fact Group Term Delay Group Grp Appr Appr ch Mvts v/c g/C dl DF Capac m d2 Delay LOS Delay LOS -- -- -- -- sec/v -- vph - sec/v sec/v - sec/v SB- TH 0.606 .312 26.6 0.85 1141 16 0.67 23 .3 C SB- LT 0.628 .241 31.0 0.85 417 16 2.13 28.5 D+ > 24.7 C WB- RT 0.831 .454 21.8 0.85 720 16 5.70 24.2 C WB- TH 0.651 .189 34.2 0.85 704 16 1.50 30.6 D+ WB- LT 0.646 .158 36.0 0.85 280 16 3.53 34.1 D > 28.0 D+ NB- TH 0.821 .312 29.0 0.85 1141 16 3.47 28.1 D+ NB- LT 0.153 .241 27.3 0.85 417 16 0.01 23 .2 C > 27 .8 D+ EB- RT 0.278 .189 31.7 0.85 299 16 0.14 27.0 D+ EB- TH 0.625 .189 34.0 0.85 704 16 1.25 30.2 D+ EB- LT 0.404 .158 34.5 0.85 280 16 0.54 29.9 D+ > 29.7 D+ Cycle=120" Int Total 0.684 > 27.4 D+ r MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:40:38 EXISTING AM PEAK HOUR VOLUMES SIGNAL94/TEAPAC[Ver 1.20] - Evaluation of Intersection Performance Sq 44 1 Phase 1 1 Phase 2 Phase 3 Phase 4 1 A "++ f. **** + **** /�\ +> + <++++ V A **** A ++++ v North <+ * ++++> 1 + * ++++ + * v G/C=0.232 G/C=0.304 G/C=0.150 G/C=0.181 G= 27.9" G= 36.5" G= 18.0" G= 21.7" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" OFF= 0.0% OFF=26.6% OFF=60.3% OFF=78.6% C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13.3% Ped= 0.0 sec = 0.0% MVMT TOTALS SB Approach WB Approach NB Approach EB Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total 1 r AdjVol: vph 0 691 262 598 458 181 0 937 64 83 440 113 3827 Wid/Ln:ft/# 0/0 24/2 12/1 12/1 24/2 12/1 0/0 24/2 12/1 12/1 24/2 12/1 g/C Rqd@C:% 0 29 28 45 25 25 0 34 •21 22 25 22 g/C Used: % 0 31 24 45 19 16 0 31 24 19 19 16 SV @E: vph 0 1141 412 720 704 264 0 1141 412 286 704 264 6048 Svc Lvl:LOS C D+ C D+ D D+ C D+ D+ D+ D+ Deg Sat:v/c 0.00 0.61 0.63 0.83 0.65 0.65 0.00 0.82 0.15 0.28 0.63 0.40 0.68 Avg Del:s/v 0.0 35.8 43.9 36.1 46.2 52.1 0.0 41.5 36.6 43 .1 45.8 47 .2 41.5 Tot, Del:min 0 103 48 90 88 39 0 .162 10 15 84 22 661 # Stops:veh 0 147 59 131 106 42 0 217 13 18 101 25 859 I Max Que:veh 0 32 13 22 25 10 0 43 3 4 .24 6 182 Max Que: ft 0 406 340 550 313 257 0 550 83 114 301 160 550 APPR TOTALS Int Param:Units SB Approach WB Approach NB Approach EB Approach Total _ AdjVol: vph 953 1237 1001 636 3827 I Svc Lvl:LOS C D+ D+ D+ D+ Deg Sat:v/c 0.61 0.74 0.78 0.54 0.168 Avg Del:s/v 38.0 42.2 41.2 45.7 41.5 Tot Del:min 151 217 172 121 661 # Stops:veh 206 279 230 144 859 Max Que:veh 45 57 46 34 182 Max Que: ft 406 550 550 301 550 I ' OFFICE BUILDING 03 MONSTER ROAD 29 00 / / , INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:47:05 2001 AM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Input Worksheet Intersection # 0 - Area Location Type: NONCBD Key: VOLUMES -- > 0 610 243 I WIDTHS 0.0 24.0 12.0 v LANES 0 • 2 1 \ 554 12.0 1 / I \ / \ -- 404 24.0 2 105 12.0 1 / + / 168 12.0 1 North 1 388 24.0 2 -- \ I / 77 12.0 1 \ 60 827 0 Phasing: SEQUENCE 44 12.0 24.0 0.0 PERMSV NNNN LOSTTIME = 3.0 sec. 1 2 0 OVERLP N Y NI LEADLAG LD LD Appr Grade % Heavy Veh. Adj .Pkg Bus Pk.Hr.Factor Conf.Ped Actuated Arr.Type I - % . RT TH LT Loc Nm Nb RT TH LT peds/hr RT TH LT RT TH LT SB 0.0 4.0 4.0 4.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 WB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 NB 0.0 4.0 4.0 4.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 EB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 Sq 44 I Phase 1 I Phase 2 I Phase 3 I Phase 4 I Phase 5 I Phase 6 + A + + **** + **** / \ +> + <++++ A - V **** A ++++ v North <+ * ++++> I * ++++ + * v G/C=0.232 G/C=0.304 G/C=0.150 G/C=0.181 G/C=0.000 G/C=0.000 G= 27.9" G= 36.5" G= 18.0" G= 21.7" G=. 0.0" G= . 0.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 0.0" Y+R= 0.0" OFF= 0.0% OFF=26.6% OFF=60.3% OFF=78.6% OFF= 0.0% OFF= 0.0% 1 C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13 .3% Ped= 0.0 sec = 0.0% MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:47:05 2001 AM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Volume Adjustment Worksheet Appr Mvt Flow Lane Group No.of Lane Adj Prop.of -Mvt Vol PHF Rate Group Flow Lanes Util Flow LT RT -- vph -- vph -- vph - -- vph -- -- SB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 SB-TH 610 0.90 678 TH 678 2 1.05 712 0.00 0.00 SB-LT 243 0.90 270 LT 270 1 1.00 270 1.00 0.00 WB-RT 554 0.90 616 RT 616 1 1.00 .616 0.00 1.00 WB-TH 404 0.90 449 TH 449 2 1.05 471 0.00 0.00 WB-LT 168 0.90 187 LT 187 1 1.00 187 1.00 0.00 NB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 NB-TH 827 0.90 919 TH 919 2 1.05 965 0.00 0.00 NB-LT 60 0.90 67 LT 67 1 1.00 67 1.00 0.00 EB-RT 77 0.90 86 RT 86 1 1.00 86 0.00 1.00 EB-TH 388 0.90 431 TH 431 2 1.05 453 0.00 0.00 EB-LT 105 0.90 117 LT 117 1 1.00 117 1.00 0.00 SIGNAL94/TEAPAC[Ver 1.20] - HCM Saturation Flow Adjustment Worksheet Ap Lane No Adjustment Factors Adj pr Sat GroupIdeal of I - ch Mvmts Satfl Lns Lane Heavy Bus Ar Right Left Adj fllow -- -- pcphg - Width Vehs Grade Parkg Block Loc Turn Turn Fact vphg SB- TH 1900 2 1.000 0.962 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3654 SB- LT 1900 1 1.000 0.962 1.000 1.000 1.000 1.0 1.000 0.950 1.00 17,36 WB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1583 WB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 WB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 I NB- TH 1900 2 1.000 0.962 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3654 NB- LT 1900 1 1.000 0.962 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1736 I EB- RT . 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1583 EB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 EB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:47:05 2001 AM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Capacity Analysis Worksheet Ap Lane LT Adj Adj Flow Green Lane V/C Crit II pr Group Phase Flow Satfl Ratio Ratio Group Ratio Lane ch Mvts Type Rate Rate v/s g/C Capac v/c Grp -- -- -- vph vphg -- -- vph -- - SB- TH 712 3654 0.195 0.312 1141 0.624 SB- LT Pri. 270 1736 0.156 0.241 418 0.646 WB- RT 616 1583 0.389 0.455 720 0.856 WB- TH 471 3725 0.126 0.189 704 0.669 WB- LT Pri. 187 1770 0.106 0.158 280 0.668 NB- TH 965 3654 0.264 0.312 1141 0.846 NB- LT Pri. 67 1736 0.039 0.241 418 0.160 EB- RT 86 1583 0.054 0.189 299 0.288 .. EB- TH 453 3725 0.122 0.189 704 0.643 EB- LT Pri. 117 1770 0.066 0.158 280 0.418 Cycle Length, C 120 sec Sum(v/s) = 0.759 Lost Time Per Cycle, L 9.0 sec Xc = 0.820 SIGNAL94/TEAPAC[Ver 1.20] - HCM Level-of-Service Worksheet Ap Lane Vol Green Unif Delay Lane Cal Incr Lane Lan pr Group Ratio Ratio Delay Fact Group Term Delay Group Grp Appr Appr ch Mvts v/c g/C d1 DF Capac m d2 Delay LOS Delay LOS -- -- -- -- sec/v -- vph - sec/v sec/v - sec/v SB- TH 0.624 .312 26.8 0.85 1141 16 0.77 23 .5 C SB- LT 0.646 .241 31.1 0.85 418 16 2.41 28.9 D+ > 25.0 D+ WB- RT 0.856 .455 22.2 0.85 720 16 7.00 25.9 D+ __- WB- TH 0.669 .189 34.3 0.85 704 16 1.72 30.9 D+ WB- LT 0.668 .158 36.1 0.85 280 16 4.10 34.8 D > 29.0 D+ NB- TH 0.846 .312 29.3 0.85 1141 16 4.28 29.2 D+ NB- LT 0.160 .241 27.3 0.85 418 16 0.02 23 .3 C > 28.8 D+ EB- RT 0.288 .189 31.7 0.85 299 16 0.15 27 .1 D+ EB- TH 0.643 .189 34.1 0.85 704 16 1.43 30.5 D+ EB- LT 0.418 .158 34.6 0.85 280 16 0.61 30.0 D+ > 29.9 D+ Cycle=120" Int Total 0.704 > 28.1 D+ i MONSTER ROAD OFFICE BUILDING 03/29/09 r INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:47 :05 2001 AM PEAK HOUR VOLUMES WITHOUT PROJECT i ', SIGNAL94/TEAPAC[Ver 1.20] - Evaluation of Intersection Performance Sq 44 j Phase 1 I Phase 2 I Phase 3 Phase 4 1 A + A -+ + **** + **** /•\ V A *** A ++++ V North <+ * ++++> ' 1 + * ++++ + * v I G/C=0.232 G/C=0.304 G/C=0.150 G/C=0.181 G= 27.9" G= 36.5" G= 18.0" G= 21.7" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" OFF= 0.0% OFF=26.6% OFF=60.3% OFF=78.6% I C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13.3% Ped= 0 .0 sec = 0.0% MVMT TOTALS SB Approach WB Approach NB Approach .EB Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total I AdjVol: vph 0 712 270 616 471 187 0 965 67 86 . 453 117 3944 Wid/Ln:ft/# 0/0 24/2 12/1 12/1 24/2 12/1 0/0 24/2 12/1 12/1 24/2 12/1 g/C Rqd@C:% 0 29 28 46 25 25 0 34 21 22 25 23 g/C Used: % 0 31 24 45 19 16 0 31 24 19 19 16 SV @E: vph 0 1141 413 720 704 264 0 1141 413 286 704 264 6050 Svc Lvl:LOS C D+ D+ D+ D D+ C D+ D+ D+ D+ Deg Sat:v/c 0.00 0.62 0.65 0.86 0.67 0.67 0.00 0.85 0.16 0.29 0.64 0.42 0.70 Avg Del:s/v 0.0 36.1 44.4 38.7 46.5 53.0 0.0 43 .0 36.7 43 .2 46.1 47 .4 42.5 Tot Del:min 0 107 50 99 91 41 0 173 10 15 87 23 696 # Stops:veh 0 152 61 137 109 44 0 225 13 18 105 26 890 1 Max Que:veh 0 33 14 22 25 10 0 44 3 5 24 7 187 Max Que: ft 0 418 350 567 322 266 . 0 566 87 118 310 166 567 I APPR TOTALS Int Param:Units SB Approach WB Approach NB Approach EB Approach Total AdjVol: vph 982 1274 1032 656 3944 Svc Lvl:LOS D+ D+ D+ D+ D+ Deg Sat:v/c 0.63 0.76 0.80 0.56 0.170 Avg Del:s/v 38.4 43.7 42.6 46.0 42.5 Tot Del:min 157 231 183 125 6196 # Stops:veh 213 290 238 149 890 Max Que:veh 47 57 47 36 187 Max Que: ft 418 567 566 310 567 I MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:48:15 2001 AM PEAK HOUR VOLUMES WITH PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Input Worksheet Intersection # 0 - Area Location Type: NONCBD Key: VOLUMES -- > 0 610 258 1 WIDTHS ' 0.0 24.0 12.0 v LANES 0 2 1 I \ 556 12.0 1 / 1 \ / \ -- 407 24.0 2 j 105 12.0 1 / + / 169 12.0 1 North 1 411 24.0 2 -- \ 1 / 77 12.0 1 • \ 60 827 0 Phasing: SEQUENCE 44 12.0 24.0 0.0 PERMSV NNNN LOSTTIME = 3.0 sec. 1 2 0 OVERLP NYNN LEADLAG LD LD Appr .Grade % Heavy Veh. Adj .Pkg Bus Pk.Hr.Factor Conf.Ped Actuated Arr.Type - % RT TH LT Loc Nm Nb RT TH LT peds/hr RT TH LT RT TH LT SB 0.0 4.0 4.0 4.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 WB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 NB 0.0 4.0 4.0 4.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 EB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 Sq 44 j Phase 1 Phase 2 Phase 3 1 Phase 4 1 Phase 5 1 Phase 6 1 A A + + I + **** + **** / \ +> + <++++ i v A **** A ++++ V North <+ * ++++> 1 + * ++++ I { + * v G/C=0.236 G/C=0.303 G/C=0.150 G/C=0.177 G/C=0.000 G/C=0.000 G= 28.3" G= 36.4" G= 18.0" G= 21.3" G= 0.0" G= 0.07 Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 0.0" Y+R= 0.0� OFF= 0.0% OFF=26.9% OFF=60.6% OFF=78.9% OFF= 0.0% OFF= 0.0% C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13 .3% Ped= 0.0 sec = 0.0% i MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:48:15 2001 AM PEAK HOUR VOLUMES WITH PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Volume Adjustment Worksheet Appr Mvt Flow Lane Group No.of Lane Adj Prop.of -Mvt Vol PHF Rate Group Flow Lanes Util Flow LT RT -- vph -- vph -- vph - -- vph -- -- SB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 SB-TH 610 0.90 678 TH 678 2 1.05 712 0.00 0.00 SB-LT 258 0.90 287 LT 287 1 1.00 287 1.00 0.00 WB-RT 556 0.90 618 RT 618 1 1.00 618 0.00 1.00 WB-TH 407 0.90 452 TH 452 2 1.05 475 0.00 0.00 WB-LT 169 0.90 188 LT 188 1 1.00 188 1.00 0.00 NB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 NB-TH 827 0.90 919 TH 919 2 1.05 965 0.00 0.00 NB-LT 60 0.90 67 LT 67 1 1.00 67 1.00 0.00 EB-RT 77 .0.90 86 RT 86 1 1.00 86 0.00 1.00 EB-TH 411 0.90 457 TH 457 2 1.05 480 0.00 0.00 EB-LT 105 0.90 117 LT 117 1 1.00 117 1.00 0.00 SIGNAL94/TEAPAC[Ver 1.20] - HCM Saturation Flow Adjustment Worksheet Ap Lane No Adjustment Factors Adj pr Group Ideal of Sat- ch Mvmts Satfl Lns Lane Heavy Bus Ar Right Left Adj flow -- -- pcphg - Width Vehs Grade Parkg Block Loc Turn Turn Fact vphg SB- TH 1900 2 1.000 0.962 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3654 SB- LT ' 1900 1 1.000 0.962 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1736 WB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1583 WB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 WB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 NB- TH 1900 2 1.000 0.962 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3654 NB- LT 1900 1 1.000 0.962 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1736 w EB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1i583 EB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 H1 EB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:48:15 2001 AM PEAK HOUR VOLUMES WITH PROJECT SIGNAL94/TEAPAC[Ver 1.20] - Evaluation of Intersection Performance Sq 44 .1 Phase 1 I Phase 2 1 Phase 3 I Phase 4 1 + + + **** + **** • / \ +> + <++++ A V **** A ++++ v North <+ * ++++> 1 * ++++ + * v • G/C=0.236 G/C=0.303 G/C=0.150 G/C=0.177 G= 28.3" G= 36.4" G= 18.0" G= 21.3" Y+R= 4.0" Y+R= 4.0". Y+R= 4.0" Y+R= 4.0" OFF= 0.0% OFF=26.9% OFF=60.6% OFF=78.9% I C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13 .3% Ped= 0.0 sec = 0.0% MVMT TOTALS SB Approach WB Approach NB Approach EB Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total I AdjVol: vph 0 712 287 618 475 188 0 965 67 86 480 117 3995 Wid/Ln:ft/# 0/0 24/2 12/1 12/1 24/2 12/1 0/0 24/2 12/1 12/1 24/2 12/1 g/C Rqd@C:% 0 29 29 46 26 25 0 34 21 22 26 23 g/C Used: % 0 31 24 46 19 16 0 31 24 19 19 16 SV @E: vph 0 1138 420 721 692 264 0 1138 420 280 692. 264 6029 Svc Lv1:LOS C D+ D+ D+ D D+ C D+ D+ D+ D+ Deg Sat:v/c 0.00 0.63 0.68 0.86 0.69 0.67 0.00 0.85 0.16 0.29 0.69 0.42 0.71 Avg Del:s/v 0.0 36.2 45.0 38.8 47.2 53.1 0.0 43.2 36.3 43 .5 47.3 47.4 42.8 Tot Del:min 0 107 54 100 93 42 0 174 10 16 95 23 7141 # Stops:veh 0 152 65 138 111 44 0 226 13 19 112 26 906 Max Que:veh 0 33 14 22 26 11 0 44 3 5 26 7 191 Max Que: ft 0 418 370 568 326 267 0 567 86 118 330 166 568 i APPR TOTALS Int Param:Units SB Approach WB Approach NB Approach EB Approach Total 1 AdjVol: vph 999 1281 1032 683 3995 Svc Lvl:LOS D+ D+ D+ D+ D+ Deg Sat:v/c 0.64 0.77 0.80 0.60 0.71 - Avg Del:s/v 38.7 44.0 42.8 46.8 42.8 Tot Del:min 161 235 184 134 714 # Stops:veh 217 293 239 157 906 Max Que:veh 47 59 47 38 191 Max Que: ft 418 568 567 330 568 MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:48:53 EXISTING PM PEAK HOUR VOLUMES SIGNAL94/TEAPAC[Ver 1.20] - HCM Input Worksheet Intersection # 0 - Area Location Type: NONCBD Key: VOLUMES -7 > 0 745 303 I WIDTHS 0.0 24.0 12.0 v LANES 0 2 1 / \ \ 491 12.0 1 -- . 687 24.0 2 152 12.0 1 / + / 230 12.0 1 North 665 24.0 2 -- \ I 161 12.0 1 \ 127 602 0 Phasing: SEQUENCE 44 12.0 24.0 0.0 PERMSV NNNN LOSTTIME = 3.0 sec. 1 2 0 OVERLP NY N N LEADLAG LD LD Appr Grade % Heavy Veh. Adj .Pkg Bus Pk.Hr.Factor Conf.Ped Actuated Arr.Type RT TH LT Loc Nm Nb RT TH LT peds/hr RT TH LT RT TH ILT SB 0.0 4.0 4.0 4.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 WB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 NB 0.0 4.0 4.0 4.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 EB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 Sq 44 I Phase 1 I Phase 2 I Phase 3 I Phase 4 I Phase 5 I Phase 6 I * ^ * A * ++++ * ++++ v **** J. ++++ v North <+ + ++++> I ++++ + + v G/C=0.221 G/C=0.247 G/C=0.173 G/C=0.226 G/C=0.000 G/C=0.000 G= 26.5" G= 29.7" G= 20.7" G= 27.1" G= 0.0" G= 0.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 0.0" Y+R= 0.0" OFF= 0.0% OFF=25.4% OFF=53 .5% OFF=74.1% OFF= 0.0% OFF= 0.0% C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13.3% Ped= 0.0 sec = 0.0° I I_ _1 MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:48:53 EXISTING PM PEAK HOUR VOLUMES SIGNAL94/TEAPAC[Ver 1.20] - HCM Volume Adjustment Worksheet -- Appr Mvt Flow Lane Group No.of Lane Adj Prop.of -Mvt Vol PHF Rate Group Flow Lanes Util Flow LT RT '_-' -- vph -- vph -- vph - -- vph -- -- SB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 SB-TH 745 0.90 828 TH 828 2 1.05 869 0.00 0.00 SB-LT 303 0.90 337 • LT 337 1 1.00 337 1.00 0.00 WB-RT 491 0.90 546 RT 546 1 1.00 546 0.00 1.00 WB-TH 687 0.90 763 TH 763 2 1.05 801 0.00 0.00 WB-LT 230 0.90 256 LT 256 1 1.00 256 1.00 0.00 NB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 1 NB-TH 602 .0.90 669 TH 669 2 1.05 702 0.00 0.00 NB-LT 127 0.90 141 LT 141 1 1.00 141 1.00 0.00 I EB-RT 161 0.90 179 RT 179 1 1.00 179 0.00 1.00 EB-TH 665 0.90 739 TH 739 2 1.05 776 0.00 0.00 EB-LT 152 0.90 169 LT 169 1 1.00 169 1.00 0.00 SIGNAL94/TEAPAC[Ver 1.20] - HCM Saturation Flow Adjustment Worksheet Ap Lane No Adjustment Factors Adj pr Group Ideal of Sat- ch Mvmts Satfl Lns Lane Heavy Bus Ar Right Left Adj flow -- -- pcphg - Width Vehs Grade Parkg Block Loc Turn Turn Fact vplig 1 SB- TH 1900 2 1.000 0.962 1.000 1.000 1.000 1.0 1.000 1.000 1.00 364 SB- LT 1900 1 1.000 0.962 1.000 1.000 1.000 1.0 1.000 0.950 1.00. 1736 - WB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1583 WB- TH 1900 2 .1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725. WB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 -, NB- TH 1900 2 1.000 0.962 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3654 NB- LT 1900 1 1.000 0.962 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1731I6 EB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1588 EB- TH '1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 EB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 I 1 • MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:48:53 EXISTING PM PEAK HOUR VOLUMES SIGNAL94/TEAPAC[Ver 1.20] - HCM Capacity Analysis Worksheet Ap Lane LT Adj Adj Flow Green Lane . V/C Crit pr Group • Phase Flow Satfl Ratio Ratio Group Ratio Lane ch Mvts Type Rate Rate v/s g/C Capac v/c Grp -- -- -- vph vphg -- - vph SB- TH 869 3654 0.238 0.256 934 0.930 SB- LT Pri. 337 1736 0.194 0.229 398 0.847 WB- RT 546 1583 0.345 0.488 773 0.706 WB- TH 801 3725 0.215 0.234 873 0.918 WB- LT Pri. 256 1770 0.145 0.181 320 0.800 NB- TH 702 3654 0.192 0.256 934 0.752 NB- LT Pri. 141 1736 0.081 0.229 398 0.354 EB- RT 179 1583 0.113 0.234 371 0.482 EB- TH 776 3725 0.208 0.234 873 0.889 EB- LT Pri. 169 1770 0.096 0.181 320 0.528 Cycle Length, C 120 sec Sum(v/s) = 0.792 Lost Time Per Cycle, L 12.0 sec Xc = 0.880 SIGNAL94/TEAPAC[Ver 1.20] - HCM Level-of-Service Worksheet Ap Lane Vol Green Unif Delay Lane Cal Incr Lane Lan pr Group Ratio Ratio Delay Fact Group Term Delay Group Grp Appr Appr ch Mvts v/c g/C dl DF Capac m d2 Delay LOS Delay LOS -- -- -- -- sec/v -- vph - sec/v sec/v - sec/v - SB- TH 0.930 .256 33.1 0.85 934 16 11.17 39.3 D SB- LT 0.847 .229 33.6 0.85 398 16 10.74 39.3 D > 39.3 D WB- RT 0.706 .488 18.2 0.85 773 16 2.06 17.6 C+ WB- TH 0.918 .234 34.1 0.85 873 16 10.37 39.3 D WB- LT 0.800 .181 35.8 0.85 320 16 9.17 ' 39.6 •D > 31.9 D+ NB- TH 0.752 .256 31.3 0.85 934 16 2.41 29.0 D+ NB- LT 0.354 .229 29.5 0.85 398 16 0.24 25.3 D+ > 28.4 D+ EB- RT 0.482 .234 30.1 0.85 371 16 0.79 26.4 D+ EB- TH 0.889 .234 33 .8 0.85 873 16 7.9.4 36.6 D EB- LT 0.528 '.181 33 .8 0.85 320 16 1.31 30.1 D+ > 34.0 D Cycle=120" Int Total 0.809 > 33 .7 D 0029 MONSTER ROAD OFFICE BIIILDING 03/ / INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:48:53 EXISTING PM PEAK HOUR VOLUMES SIGNAL94/TEAPAC[Ver 1.20] - Evaluation of Intersection Performance Sq 44 Phase 1 I Phase 2 I Phase 3 I Phase 4 * A * A * ++++ * ++++ / \ *> * <**** V A **** A ++++ v North <+ + ++++> 1 . + + ++++ + + v G/C=0.221 G/C=0.247 G/C=0.173 G/C=0.226 G= 26.5" G= 29.7" G= 20.7" G= 27.1" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" j , OFF= 0.0% OFF=25.4% OFF=53 .5% OFF=74.1% C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13.3% Ped= 0.0 sec = 0. 0% 1 MVMT TOTALS SB Approach WB Approach NB Approach EB Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total I AdjVol: vph 0 869 337 546 801 256 0 702 141 179 776 169 4776 Wid/Ln:ft/# 0/0 24/2 12/1 12/1 24/2 12/1 0/0 24/2 12/1 12/1 24/2 12/1 g/C Rqd@C:% 0 32 31 42 31 27 0 29 23 25 30 24 g/C Used: % 0 26 23 49 23 18 0 26 23 23 23 18 SV @E: vph 0 934 391 773 873 307 0 934 391 363 873 307 6146 Svc Lvl:LOS D D C+ D D D+ D+ D+ D D+ D ' 1 Deg Sat:v/c 0.00 0.93 0.85 0.71 0.92 0.80 0.00 0.75 0.35 0.48 0.89 0.53 0.81 i Avg Del:s/v 0.0 62.9 60.0 27 .2 61.1 59.8 0.0 43.2 40.2 41.8 54.8 46.9 51.9 Tot Del:min 0 228 84 62 204 64 0 126 24 31 177 33 1033 # Stops:veh 0 212 81 107 195 61 0 162 30 39 188 38 1113 I I Max Que:veh 0 43 17 19 41 14 0 35 7 9 40 9 234 Max Que: ft 0 552 443 471 517 354 0 .446 186 231 501 233 552 APPR TOTALS Int Param:Units SB Approach WB Approach NB Approach EB Approach Total AdjVol: vph 1206 1603 843 1124 4776 Svc Lvl:LOS D D+ D+ D D 1 Deg Sat:v/c 0.91 0.83 0.69 0.77 0.81 Avg Del:s/v 62.1 49.3 42.7 51.5 51.9 Tot Del:min 312 330 150 241 1033 # Stops:veh 293 363 192 265 1113 1 Max Que:veh 60 74 42 58 234 Max Que: ft 552 517 446 501 552 MONSTER ROAD OFFICE BUILDING 03/29/00 ( INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:51:39 2001 PM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Input Worksheet Intersection # 0 - Area Location Type: NONCBD Key: VOLUMES -- > 0 767 312 1 WIDTHS 0.0 24.0 12.0 v LANES 0 2 1 j \ 506 12.0 1 -- 708 24.0 2 157 12.0 1 / + / 237 12.0 1 North 685 24.0 •2 -- \ I / 166 12.0 1 \ 131 620 0 Phasing: SEQUENCE 44 12.0 24.0 0.0 PERMSV NNNN LOSTTIME = 3.0 sec. 1 2 0 OVERLP NYNN LEADLAG LD LD Appr Grade % Heavy Veh. Adj .Pkg Bus Pk.Hr.Factor Conf.Ped Actuated Arr.Type RT TH LT Loc Nm Nb RT TH LT peds/hr RT TH LT RT TH LT SB 0.0 4.0 4.0 4.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 WB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 NB 0.0 4.0 4.0 4.0 NO .0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 EB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 Sq 44 I Phase 1 1 Phase 2 1 Phase 3 1 Phase 4 1 Phase 5 Phase 6 * ^ * A * ++++ * ++++ / \ *> * <**** v **** A ++++ v North <+ + ++++> + + ++++ + + v G/C=0.218 G/C=0.254 G/C=0.165 G/C=0.230 G/C=0.000 G/C=0.000 G= 26.1" G= 30.4" G= 19.8" G= 27.6" G= 0.0" G= 0.0," Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 0.0" Y+R= 0.0" OFF= 0.0% OFF=25.1% OFF=53 .8% OFF=73.6% OFF= 0.0% OFF= 0.d% C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13.3% Ped= 0.0 sec = 0.0% MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:51:39 2001 PM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Volume Adjustment Worksheet Appr Mvt Flow Lane Group No.of Lane Adj Prop.of i -Mvt Vol PHF Rate Group Flow Lanes Util Flow LT RT -- vph -- vph - vph - -- vph -- -- I SB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 SB-TH 767 0.90 852 TH 852 2 1.05 895 0.00 0.00 SB-LT 312 0.90 347 LT 347 1 1.00 347 1.00 0.00 1 1 WB-RT 506 0.90 562 RT 562 1 1.00 562 0.00 1.00 WB-TH 708 0.90 787 TH 787 2 1.05 826 .0.00 0.00 WB-LT 237 0.90 263 LT 263 1 1.00 263 1.00 0.00 NB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 NB-TH 620 0.90 689 TH 689 2 1.05 723 .0.00 0.00 NB-LT 131 0.90 146 LT 146 1 1.00 146 1.00 0.00 EB-RT 166 0.90 184 RT 184 1 1.00 184 0.00 1.00 EB-TH 685 0.90 761 TH 761 2 1.05 799 0.00 0.00 EB-LT 157 0.90 174 LT 174 1 1.00 174 1.00 0.00 SIGNAL94/TEAPAC[Ver 1.20] - HCM Saturation Flow Adjustment Worksheet Ap Lane No Adjustment Factors Adj pr Group Ideal of . Salt- ch Mvmts Satfl Lns Lane Heavy Bus Ar Right Left Adj fllow -- -- pcphg - Width Vehs Grade Parkg Block Loc Turn Turn Fact vphg SB- TH 1900 2 1.000 0.962 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3654 SB- LT 1900 1 1.000 0.962 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1I36 i WB- RT 1900 1 1.000 0.980 1.000 1.000 1.000. 1.0 0.850 1.000 1.00 1583 WB- TH 1900 2 .1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 WB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 I NB- TH 1900 2 1.000 0.962 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3654 NB- LT 1900 1 1.000 0.962 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1736 I EB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1583 EB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 EB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 I I I I 1 1 I I I I I MONSTER ROAD OFFICE BUILDING 03/29/00 , INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:51:39 2001 PM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Capacity Analysis Worksheet --- Ap Lane LT Adj Adj Flow Green Lane V/C Crit pr Group Phase Flow Satfl Ratio Ratio Group Ratio Lane ch Mvts Type Rate Rate v/s g/C Capac v/c Grp -- -- -- vph vphg -- -- vph -- - ' SB- TH 895 3654 0.245 0.262 957 0.935 * SB- LT Pri. 347 1736 0.200 0.226 393 0.883 * , WB- RT 562 1583 0.355 0.490 775 0.725 WB- TH 826 3725 0.222 0.239 889 0.929 * WB- LT Pri. 263 1770 0.149 0.173 307 0.857 * NB- TH 723 3654 0.198 0.262 957 0.755 NB- LT Pri. 146 1736 ' 0.084 0.226 393 0.372 EB- RT 184 1583 0.116 0.239 378 0.487 EB- TH 799 3725 0.214 0.239 889 0.899 ' EB- LT Pri. 174 1770 0.098 0.173 307 0.567 Cycle Length, C 120 sec Sum(v/s) = 0.815 Lost Time Per Cycle, L 12.0 sec Xc = 0.906 SIGNAL94/TEAPAC[Ver 1.20] - HCM Level-of-Service Worksheet Ap Lane Vol Green Unif Delay Lane Cal Incr Lane Lan pr Group Ratio Ratio Delay Fact Group Term Delay Group Grp Appr Appr ch Mvts v/c g/C dl DF Capac m d2 Delay LOS Delay LOS -- -- -- -- sec/v -- vph - sec/v sec/v - sec/v - SB- TH 0.935 .262 32.9 0.85 957 16 11.51 39.5 D SB- LT 0.883 .226 34.1 0.85 393 16 14.27 43.3 E+ -- > 40.5 E+ WB- RT 0.725 .490 18.4 0.85 775 16 2.37 18.0 C+ WB- TH 0.929. .239 34.0 0.85 889 16 11.44 40.3 E+ WB- LT 0.857 .173 36.6 0.85 307 16 14.22 45.3 E+ > . 33 .5 D NB- TH 0.755 .262 31.0 0.85 957 16 2.43 28.8 D+ NB- LT 0.372 .226 29.8 0.85 393 16 0.28 25.6 D+ > 28.2 D+ EB- RT 0.487 .239 29.9 0.85 378 16 0.81 26.2 D+ EB- TH 0.899 .239 33.7 0.85 889 16 8.57 37 .2 D EB- LT 0.567 .173 34.6 0.85 307 16 1.83 31.2 D+ > 34.5 D Cycle=120" - Int Total 0.823 > 34.6 D 1 , MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:51:39 2001 PM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL94/TEAPAC[Ver 1.20] - Evaluation of Intersection Performance Sq 44 I Phase 1 I Phase 2 I Phase 3 I Phase 4 * * * ++++ * ++++ / I \ *> - * A <**** v **** I ^ ++++ v North <+ + ++++> + + ++++ + + v G/C=0.218 G/C=0.254 G/C=0.165 G/C=0.230 G= 26.1" G= 30.4" G= 19.8" G= 27.6" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" OFF= 0.0% OFF=25.1% OFF=53 .8% OFF=73.6% C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13 .3% Ped= 0.0 sec = 0.0% MVMT TOTALS SB Approach WB Approach NB Approach EB Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total I AdjVol: vph 0 895 347 562 826 263 0 723 146. 184 799 174 4911 Wid/Ln:ft/# 0/0 24/2 12/1 12/1 24/2 12/1 0/0 24/2 12/1 12/1 24/2 12/1 g/C Rqd@C:% 0 33 31 43 31 27 0 30 24 25 31 24 g/C Used: % 0 26 23 49 24 17 0 26 23 24 24 17 SV @E: vph 0 957 386 775 889 293 0 957 386 371 889 293 6196 Svc Lv1:LOS D E+ C+ E+ E+ D+ D+ D+ D D+ D Deg Sat:v/c 0.00 0.94 0.88 0.73 0.93 0.86 0.00 0.75 0.37 0.49 0.90 0.57 0.82 Avg Del:s/v 0.0 63.9 69.1 27.7 64.5 71.4 0.0 42.9 40.7 41.5 56.0 48.4 54.� Tot De1:min 0 238 100 65 222 78 0 129 25 32 187 35 1111 # Stops:veh 0 219 84 111 202 64 0 166 31 40 194 40 115i Max Que:veh 0 44 18 19 42 14 0 36 8 9 41 10 241 Max Que: ft 0 564 458 484 530 367 0 455 193 236 513 243 564 APPR TOTALS Int Param:Units SB Approach WB Approach NB Approach EB Approach Total AdjVol: vph 1242 1651 869 1157 4919 Svc Lvl:LOS E+ D D+ D D Deg Sat:v/c 0.92 0.85 0.69 0.78 0.82 Avg Delis/v 65.4 53 .1 42.5 52.6 54.2 Tot Del:min 338 365 154 254 1111 # Stops:veh 303 377 197 274 1151 Max Que:veh 62 75 44 60 241 Max Que: ft 564 530 455 513 564 MONSTER ROAD OFFICE BUILDING 03/29/00 -i INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:54159 2001 PM PEAK HOUR VOLUMES WITH PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Input Worksheet Intersection # 0 - Area Location Type: NONCBD Key: VOLUMES -- > 0 767 315 1 WIDTHSi 0.0 24.0 12.0 v LANES 0 2 1 \ 520 12.0 1/ I \ / \ -- 729 24.0 2 157 12.0 1 / + / 244 12.0 1 North 689 24.0 . 2 -- \ 1 / 166 12.0 1 \ 131 620 0 Phasing: SEQUENCE 44 12.0 12.0 24.0 0.0 PERMSV NNNN LOSTTIME = 3.0 sec. 1 2 0 OVERLP N Y NN LEADLAG LD LD Appr Grade % Heavy Veh. Adj .Pkg Bus Pk.Hr.Factor Conf.Ped Actuated Arr.Type I - % RT TH LT Loc Nm Nb RT TH LT peds/hr RT TH LT RT TH LT SB 0.0 4.0 4.0 4.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 WB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 NB 0.0 4.0 4.0 4.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 EB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 Sq 44 I Phase 1 Phase 2 I Phase 3 Phase 4 1 Phase 5 Phase 6 1 * A * * ++++ * ++++ /• \ *> * <**** v A **** A ++++ v North <+ + ++++> 1 + + ++++ + + v G/C=0.217 G/C=0.250 G/C=0.167 G/C=0.233 G/C=0.000 G/C=0.000 G= 26.0" G= 30.0" G= 20.0" G= 28.0" G= 0.0" G= 0.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 0.0" Y+R= 0.0" OFF= 0.0% OFF=25.0% .OFF=53..3% OFF=73.4% OFF= 0.0% OFF= 0.0% C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13 .3% Ped= 0.0 sec = 0.0% MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:54:59 2001 PM PEAK HOUR VOLUMES WITH PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Volume Adjustment Worksheet Appr Mvt Flow Lane Group No.of Lane Adj Prop.of -Mvt Vol PHF Rate Group Flow. Lanes Util Flow LT RT -- vph -- vph -- vph - -- vph -- -- SB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 ' SB-TH 767 0.90 852 TH 852 2 1.05 895 0.00 0.00 SB-LT 315 0.90 350 LT 350 1 1.00 350 1.00 0.00 WB-RT 520 0.90 578 RT 578 1 1.00 578 0.00 1.00 WB-TH 729 0.90 810 TH 810 2 1.05 850 0.00 0.00 WB-LT 244 0.90 271 LT 271 1 1.00 271 1.00 0.00 NB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 NB-TH 620 0.90 689 TH 689 2 1.05 723 0.00 0.00 NB-LT 131 0.90 146 LT 146 1 1.00 146 1.00 0.00 EB-RT 166 0.90 184 RT 184 1 1.00 184 0.00 1.00 EB-TH 689 0.90 766 TH 766 2 1.05 804 0.00 0.00 EB-LT 157 0.90 174 LT 174 1 1.00 174 1.00 0.00 SIGNAL94/TEAPAC[Ver 1.20] - HCM Saturation Flow Adjustment Worksheet Ap Lane No Adjustment Factors Adj pr Group Ideal of Slt- ch Mvmts Satf1 Lns Lane Heavy Bus Ar Right Left Adj flow -- -- pcphg - Width Vehs Grade Parkg Block Loc Turn , Turn Fact vplhg SB- TH 1900 2 1.000 0.962 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3654 SB- LT 1900 1 1.000 0.962 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1736 WB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1583 WB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 WB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 NB- TH 1900 2 1.000 0.962 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3654 , I NB- LT 1900 1 1.000 0.962 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1736 EB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1583 EB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 EB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 1 MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:54:59 2001 PM PEAK HOUR VOLUMES WITH PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Capacity Analysis Worksheet Ap Lane LT Adj Adj Flow Green Lane V/C Crit pr Group Phase Flow Satfl Ratio Ratio Group Ratio Lane ch Mvts Type Rate Rate v/s g/C Capac v/c Grp -- -- -- vph vphg -- -- vph -- - SB- TH 895 3654 0.245 0.258 944 0.948 SB- LT Pri. 350 1736 0.202 0.225 390 0.897 WB- RT 578 1583 0.365 0.491 778 0.743 WB- TH 850 3725 0.228 0.241 899 0.945 WB- LT Pri. 271 1770 0.153 0.175 310 0.874 NB- TH 723 3654 0.198 0.258 944 0.766 NB- LT Pri. 146 1736 0.084 0.225 390 0.374 EB- RT 184 1583 0.116 0.241 382 0.482 EB- TH 804 3725 0.216 0.241 899 0.894 EB- LT Pri. 174 1770 0.098 0.175 310 0.561 Cycle Length, C 120 sec • Sum(v/s) = 0.828 Lost Time Per Cycle, L 12 .0 sec Xc = 0.920 SIGNAL94/TEAPAC[Ver 1.20] - HCM Level-of-Service Worksheet Ap Lane Vol Green Unif Delay Lane Cal Incr Lane Lan pr Group Ratio Ratio Delay Fact Group Term Delay Group Grp Appr Applr ch Mvts v/c g/C dl DF Capac m d2 Delay LOS Delay LOS -- -- -- -- sec/v . -- vph - sec/v sec/v - sec/v SB- TH 0.948 .258 33.2 0.85 944 16 13.23 41.5 E+ SB- LT 0.897 .225 34.3 0.85 390 16 . 16.02 45.2 E+ > 42.5 E+ WB- RT 0.743 .491 18.6 0.85 778 16 2:69 18.5 C+ WB- TH 0.945 .241 34.0 0.85 899 16 13.33 42.2 E+ WB- LT 0.874 .175 36.6 0.85 310 16 16.01 47.1 E+ > 34. 9 D NB- TH 0.766 .258 31.3 0.85 944 16 2.66 29 .2 D+ NB- LT 0.374 .225 29.9 0.85 390 16 0.29 25.7 D+ > 28.7 D+ EB- RT 0.482 .241 29.7 0.85 382 16 0.77 26.0 D+ EB- TH 0 .894 .241 33 .5 0 .85 899 16 8.15 36.6 D EB- LT 0.561 .175 34.4 0.85 310 16 1.74 31.0 D+ > 34.1 D Cycle=120" Int Total 0.833 > 35.5 D MONSTER ROAD OFFICE BUILDING 03/29/00 INTERURBAN/WEST VALLEY & SOUTHCENTER/GRADY 19:54:59 2001 PM PEAK HOUR VOLUMES WITH PROJECT SIGNAL94/TEAPAC[Ver 1.20] - Evaluation of Intersection Performance • Sq 44 1 Phase 1 I Phase 2 1 Phase 3 J Phase 4 * A * A * ++++ * ++++ / \ *> * <**** V A **** A ++++ v North <+ + ++++> 1 + + ++++ + + v G/C=0.217 G/C=0.250 G/C=0.167 G/C=0.233 G= 26.0" G= 30.0" G= 20.0" G= 28.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" OFF= 0.0% OFF=25.0% OFF=53.3% OFF=73 .4% C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13 .3% Ped= 0.0 sec = 0.0% MVMT TOTALS SB Approach WB Approach NB Approach EB Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total AdjVol: vph 0 895 350 578 850 271 0 723 146 184 804 174 4975 Wid/Ln:ft/# 0/0 24/2 12/1 12/1 24/2 12/1 0/0 24/2 12/1 12/1 24/2 12/1 g/C Rqd@C:% 0 33 31 44 32 28 0 30 24 25 31 24 g/C Used: % 0 26 22 49 24 18 0 26 22 24 24 18 SV @E: vph 0 944 383 778 899 296 0 944 383 375 899 296 6197 Svc Lv1:LOS E+ E+ C+ E+ E+ D+ D+ D+ D D+ D Deg Sat:v/c 0.00 0.95 0.90 0.74 0.94 0.87 0.00 0.77 0.37 0.48 0.89 0.56 0.83 Avg Del:s/v 0.0 71.7 74.7 28.2 72.5 76.3 0.0 43.5 40.9 41.2 54.9 48.1 5716 Tot Del:min 0 268 109 68 257 86 0 131 25 . 32 184 35 1195 # Stops:veh 0 220 85 116 209 66 0 167 31 39 194 40 1167 Max Que:veh 0 44 18 20 43 15 0 36 8 9 41 10 2414 Max Que: ft 0 566 463 496 544 377 0 458 193 235 514 242 566 APPR TOTALS Int Param:Units SB Approach WB Approach NB Approach EB Approach Total AdjVol: vph 1245 1699 869 1162 4975 Svc Lvl:LOS E+ D D+ D D Deg Sat:v/c 0.93 0.87 0.70 0.78 0.83 Avg Del:s/v 72.5 58.0 43.1 51.7 5716 Tot Del:min 377 411 156 251 1195 # Stops:veh 305 391 198 273 1167 1 Max Que:veh 62 78 44 60 244 Max Que: ft 566 544 458 514 566 MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 19:58:00 EXISTING AM PEAK HOUR VOLUMES • SIGNAL94/TEAPAC[Ver 1.20] - HCM Input Worksheet Intersection # 0 - Area Location Type: NONCBD • Key: VOLUMES -- > 0 0 0 1 WIDTHS 0.0 0.0 0.0 v LANES 0 0 0 \ 0 0.0 0 / \ / \ • -- 1236 24.0 2 0 0.0 0 / + / 19 12.0 1 North 412 24.0 2 -- \ 366 12.0 1 \ 206 0 2 Phasing: SEQUENCE 12 0.0 12.0 0.0 PERMSV NNNN LOSTTIME = 3.0 sec. 0 1 0 OVERLP NNNN LEADLAG LD LD Appr Grade % Heavy Veh. Adj..Pkg Bus Pk.Hr.Factor Conf.Ped Actuated Arr.Ty1pe RT TH LT Loc Nm Nb RT TH LT peds/hr RT TH LT RT TH LT SB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 WB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 NB 0.0 5.0 2.0 5.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 EB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 Sq 12 I Phase 1 Phase 2 Phase 3 1 Phase 4 1 Phase 5 I Phase 6 / I \ <++++ <++++ **** North <* *> ++++> * * **** * * v G/C=0.307 G/C=0.105 G/C=0.455 G/C=0.000 G/C=0.000 G/C=0.000 G= 27.7" G= 9.4" G= 40.9" G= 0.0" G= 0.0" G= 0.0 ' Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 0.0" Y+R= 0.0" Y+R= 0.0p OFF= 0.0% OFF=35.2% OFF=50.1% OFF= 0.0% OFF= 0.0% OFF= 0.0% C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13.3% Ped= 0.0 sec = 0�.0% MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 19:5800 EXISTING AM PEAK HOUR VOLUMES II', SIGNAL94/TEAPAC[Ver 1.20] - HCM Volume Adjustment Worksheet Appr Mvt Flow Lane Group No.of Lane Adj Prop.of I I -Mvt Vol PHF Rate Group Flow Lanes Util Flow LT RT -- vph -- vph -- vph - -- vph -- -- WB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 1 I WB-TH 1236 0.90 1373 TH 1373 2 1.05 1442 0.00 0.00 WB-LT 19 0.90 21 LT 21 1 1.00 21 1.00 0.00 NB-RT 2 0.90 2 -- 0 0 1.00 0 0.00 0.00 i ' NB-TH 0 0.90 0 LT+TH+RT 231 1 1.00 231 0.99 0.01 NB-LT 206 0.90 229 -- 0 0 1.00 0 0.00 0.00 EB-RT 366 0.90 407 RT 407 1 1.00 407 0.00 1.00 EB-TH 412 0.90 458 TH 458 2 1.05 .481 0.00 0.00 EB-LT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 - 1 SIGNAL94/TEAPAC[Ver 1.20] - HCM Saturation Flow Adjustment Worksheet Ap Lane No Adjustment Factors Adj pr Group ' Ideal of Slat- ch Mvmts Satfl Lns Lane Heavy Bus Ar Right Left Adj flow -- -- pcphg - Width Vehs Grade Parkg Block Loc Turn Turn Fact vphg - WB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 WB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 NB-LT+TH+RT 1900 1 1.000 0.952 1.000 1.000 1.000 1.0 0.899 0.953 1.00 1550 EB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1583 EB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 SIGNAL94/TEAPAC[Ver 1.20] - HCM Capacity Analysis Worksheet Ap Lane LT Adj Adj Flow Green Lane V/C Crit pr Group Phase Flow Satfl Ratio Ratio Group Ratio Lane ch Mvts Type Rate Rate v/s g/C Capac v/c Grp -- -- -- vph vphg -- -- vph -- - WB- TH 1442 3725 0.387 0.615 2291 0.629 * WB- LT Pri. 21 1770 0.012 0.116 205 0.102 NB-LT+TH+RT 231 1550 0.149 0.318 493 0.469 * EB- RT 407 1583 0.257 0.466 737 0.552 EB- TH 481 3725 0.129 0.466 1735 0.277 Cycle Length, C 90 sec Sum(v/s) = 0.536 Lost Time Per Cycle, L 6.0 sec Xc = 0.574 MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 19:58I00 EXISTING AM PEAK HOUR VOLUMES SIGNAL94/TEAPAC[Ver 1.20] - HCM Level-of-Service Worksheet Ap Lane Vol Green Unif Delay Lane Cal Incr Lane Lan pr Group Ratio Ratio Delay Fact Group Term Delay Group Grp Appr Appr ch Mvts v/c g/C dl DF Capac m d2 Delay LOS Delay LOS -- -- -- -- sec/v -- vph - sec/v sec/v - sec/v WB- TH 0.629 .615 8.3 0.85 2291 16 0.40 7.4 B+ WB- LT 0.102 .116 27.0 0.85 205 16 0.01 23.0 C > 7.7 B+ NB-LT+TH+RT 0.469 .318 18.7 0.85 493 16 0.54 16.4 C+ > 16.4 C+ EB- RT 0.552 .466 13 .1 0.85 737 16 0.70 11.9 B EB- TH 0.277 .466 11.2 0.85 1735 16 0.02 9.6 B+ > 10.6 B Cycle= 90" Int Total 0.533 > 9.5 B+ it it MONSTER ROAD OFFICE BUILDING 03/29/00 1 MLK JR. WAY & 68TH AVE 19:5800 - EXISTING AM PEAK HOUR VOLUMES SIGNAL94/TEAPAC[Ver 1.20] - Evaluation of Intersection Performance Sq 12 I Phase 1 I Phase 2 Phase 3 / \ <++++ <++++ **** v 1 1 North <* *> ++++> * * **** * * v G/C=0.307 G/C=0.105 G/C=0.455 G= 27.7" G= 9.4" G= 40.9" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" OFF= 0.0% OFF=35.2% OFF=50.1% C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13.3% Ped= 0.0 sec = 0.0% MVMT TOTALS SB Approach WB Approach NB Approach EB Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH •LT Total AdjVol: vph 0 0 0 0 1442 21 2 0 229 407 481 0 2582 Wid/Ln:ft/# 0/0 0/0 0/0 0/0 24/2 12/1 0/0 12/1 0/0 12/1 24/2 0/0 g/C Rqd@C:% 0 0 0 0, 41 8 0 22 0 32 18 0 g/C Used: % 0 0 0 0 61 12 0 32 0 47 47 0 SV @E: vph 0 0 0 0 2291 194 0 493 0 737 1735 0 5450 Svc Lvl:LOS B+ C C+ B B+ B+ Deg Sat:v/c 0.00 0.00 0.00 0.00 0.63 0.10 0.00 0.47 0.00 0.55 0.28 0.00 0.53 Avg Del:s/v 0.0 0.0 0.0 0.0 11.7 36.3 0.0 26.6 0.0 19.4 15.1 0.0 15.1 Tot Del:min 0 ' 0 0 0 70 3 0 26 0 33 30 0 162 # Stops:veh 0 0 0 0 226 5 0 46 0 73 74 0 4124 I' Max Que:veh 0 0 0 0 28 1 0 8 0 11 13 0 61 Max Que: ft 0 0 0 0 351 25 0 203 0 275 163 0 3151 APPR TOTALS Int Param:Units SB Approach WB Approach NB Approach EB Approach Totial AdjVol: vph 0 1463 231 888 2582 Svc Lvl:LOS B+ C+ B B+ Deg Sat:v/c 0.00 0.62 0.47 0.40 0.53 Avg Del:s/v 0.0 12.1 26.6 17.1 15.1 Tot Del:min 0 73 26 63 162 H # Stops:veh 0 231 46 147 424 Max Que:veh 0 29 8 24 61 Max Que: ft 0 351 203 275 351 I MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:00140 ' 2001 AM PEAK HOUR VOLUMES WITHOUT PROJECT ' SIGNAL94/TEAPAC[Ver 1.20] - HCM Input Worksheet Intersection # 0 ' - Area Location Type: NONCBD Key: VOLUMES -i > 0 0 0 I WIDTHS 0.0 0.0 0.0 V LANES 0 0 0 \ 0 0.0 0 / I \ / -- 1273 24.0 2 0 0.0 0 / + / 20 12.0 1 North 424 24.0 2 -- \ I / 377 12.0 1 \ 212 0 2 Phasing: SEQUENCE 12 0.0 12.0 0.0 PERMSV NNNN LOSTTIME = 3.0 sec. 0 1 0 OVERLP NNNN LEADLAG LD LD • Appr Grade % Heavy Veh. Adj .Pkg Bus Pk.Hr.Factor Conf.Ped.Actuated Arr.Type RT TH LT Loc Nm Nb RT TH LT peds/hr RT TH LT RT TH LT SB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 WB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90. 0.90 0- Y Y Y 3 3 3 NB 0.0 5.0 2.0 5.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 EB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 Sq 12 I Phase 1 Phase 2 I Phase 3 I Phase 4 I Phase 5 Phase 6 **/** / <++++ <++++ **** V North <* *> ++++> * * **** * * V G/C=0.308 G/C=0.103 G/C=0.456 G/C=0.000 . G/C=0.000 G/C=0.000 G= 27.7" G= 9.3" G= 41.0" G= 0.0" G= 0.0" G= 0.0" it Y+R= 4.0" Y+R= 4.0" . Y+R= 4.0" Y+R= 0.0" Y+R= 0.0" Y+R= 0.0" OFF= 0.0% OFF=35.2% OFF=50.0% OFF= 0.0% OFF= 0.0% OFF= 0.0% I ' C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13.3% Ped= 0.0 sec = 0.0% I MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:00I40 2001 AM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Volume Adjustment Worksheet Appr Mvt Flow Lane Group No.of Lane Adj Prop.of -Mvt Vol PHF Rate Group Flow Lanes Util Flow LT RT -- vph -- vph -- vph - -- vph -- -- WB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 WB-TH 1273 0.90 1414 TH 1414 2 1.05 1485 0.00 0.00 WB-LT 20 0.90 22 LT 22 1 1.00 22 1.00 0.00 NB-RT 2 0.90 2 -- 0 0 1.00 0 0.00 0.00 NB-TH 0 0.90 0 LT+TH+RT 238 1 1.00 238 0.99 0.01 NB-LT 212 0.90 236 -- 0 0 1.00 0 0.00 0.00 EB-RT 377 0.90 419 RT 419 1 1.00 419 0.00 1.00 EB-TH 424 0.90 471 TH 471 2 1.05 495 0.00 0.00 EB-LT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 SIGNAL94/TEAPAC[Ver 1.20] - HCM Saturation Flow Adjustment Worksheet Ap Lane No Adjustment Factors Adj pr Group Ideal of Sat- ch Mvmts Satfl Lns Lane Heavy Bus Ar Right Left Adj flow 1 - -- pcphg - Width Vehs Grade Parkg Block Loc Turn Turn Fact vphg WB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3I725 WB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 , NB-LT+TH+RT 1900 1 1.000 0.952 1.000 1.000 1.000 1.0 0.899 0.953 1.00 1550 EB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1583 EB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 SIGNAL94/TEAPAC[Ver 1.20] - HCM Capacity Analysis Worksheet Ap Lane LT Adj Adj Flow Green Lane V/C Crit pr Group Phase Flow Satf1 Ratio Ratio Group Ratio Lane ch Mvts Type Rate Rate v/s g/C Capac v/c Grp -- -- -- vph vphg -- -- vph -- - WB- TH 1485 3725 0.399 0.615 2290 0.648 * WB- LT Pri. 22 1770 0.012 0.114 202 0.109 1 NB-LT+TH+RT 238 1550 0.154 0.319 494 0.482 * EB- RT 419 1583 0.265 0.467 739 0.567 EB- TH 495 3725 0.133 0.467 1740 0.284 Cycle Length, C 90 sec Sum(v/s) = 0.552 Lost Time Per Cycle, L 6.0 sec Xc = 0.592 MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20 :00 40 2001 AM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Level-of-Service Worksheet Ap Lane Vol Green Unif Delay Lane Cal Incr Lane Lan pr Group Ratio Ratio Delay Fact Group Term Delay Group Grp Appr Appr ch Mvts v/c g/C dl DF Capac m d2 Delay LOS Delay LOS -- -- -- -- sec/v -- vph - sec/v. sec/v - sec/v F WB- TH 0.648 .615 8.4 0.85 2290 16 0.46 7 .6 B+ WB- LT 0.109 .114 27 .2 0.85 202 16 0.01 23 .1 C > 7 .9 B+ NB-LT+TH+RT 0.482 .319 18.8 0.85 494 16 0.60 16.5 C+ > 16.5 C+ EB- RT 0.567 .467 13 .2 0.85 739 16 0.78 12.0 B EB- TH 0.284 .467 11.2 0.85 1740 16 0.03 9.5 B+ > 10.7 B Cycle= 90" Int Total 0.548 > 9.6 B+ - j MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:00:40 2001 AM PEAK HOUR VOLUMES WITHOUT PROJECT -- I SIGNAL94/TEAPAC[Ver 1.20] - Evaluation of Intersection Performance Sq 12 Phase 1 Phase 2 Phase 3 • / \ <++++ <++++ **** v North <* *> ++++> 1 * * **** * * v G/C=0.308 G/C=0.103 G/C=0.456 G= 27 .7" G= 9.3" G= 41.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" OFF= 0.0% OFF=35.2% OFF=50.0% C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13 .3% Ped= 0.0 sec = 0.0% MVMT TOTALS SB Approach WB Approach NB Approach EB Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Totlal AdjVol: vph 0 0 0 0 1485 22 2 0 236 419 495 0 2659 Wid/Ln:ft/# 0/0 0/0 0/0 0/0 24/2 12/1 0/0 12/1 0/0 12/1 24/2 0/0 g/C Rqd@C:% 0 0 0 0 42 8 0 22 0 32 18 0 _ g/C Used: % 0 0 0 0 61 11 0 32 0 47 47 0 SV @E: vph 0 0 0 0 2290 191 0 494 0 739 1740 0 5454 Svc Lvl:LOS B+ C C+ B B+ B+ Deg. Sat:v/c 0. 00 0.00 0.00 0.00 0.65 0.11 0.00 0.48 0.00 0.57 0.28 0.00 0.55 Avg Del:s/v 0.0 0.0 0.0 0.0 12.0 36.5 0.0 26.8 0.0 19.5 15.1 0.0 15.3 Tot Del:min 0 0 0 0 74 3 0 27 0 34 31 0 i69 # Stops:veh 0 0 0 0 238 5 0 48 0 76 76 0 443 Max Que:veh 0 0 0 0 29 1 0 8 0 11 13 0 62 Max Que: ft 0 0 0 0 362 25 0 209 0 283 167 0 362 1 APPR TOTALS . Int Param:Units SB Approach WB Approach NB Approach EB Approach Total AdjVol: vph 0 1507 238 914 2659 1 Svc Lvl:LOS B+ C+ B B+ Deg Sat:v/c 0.00 0.64 0.48 0.41 0155 Avg Del:s/v 0.0 12.4 26.8 17 .1 15.3 Tot Del:min 0 77 27 • 65 169 # Stops:veh 0 243 48 152 443 Max Que:veh 0 30 8 24 62 __ Max Que: ft 0 362 209 283 362 MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:01:24 2001 AM PEAK HOUR VOLUMES WITH PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Input Worksheet Intersection # 0 - Area Location Type: NONCBD Key: VOLUMES -i > 0 0 0 I WIDTHS 0.0 0.0 0.0 v LANES 0 0 0 I \ 0 0.0 0 / I \ / -- 1273 24.0 2 } 0 0.0 0 / + / 20 12.0 1 North I 424 24.0 2 -- \ I 392 12.0 1 \ 214 0 2 Phasing: SEQUENCE 12 0.0 12.0 0.0 PERMSV NNNN LOSTTIME = 3 .0 sec. 0 1 0 OVERLP NNNN LEADLAG LD LD Appr Grade % Heavy Veh. Adj .Pkg Bus Pk.Hr.Factor Conf.Ped Actuated Arr.Type - % RT TH LT Loc Nm Nb RT TH LT peds/hr RT TH LT RT TH LT SB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 WB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 NB 0.0 5.0 2.0 5.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 EB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 Sq 12 I Phase 1 I Phase •2 I Phase 3 I Phase 4 I Phase 5 I Phase 6 **/** / \ <++++ <++++ **** North <* *> ++++> I * * **** * * v G/C=0.303 G/C=0.101 G/C=0.462 G/C=0.000 G/C=0.000 G/C=0.00I0 G= 27.3" G= 9.1" G= 41.6" G= 0.0" G= 0.0" G= 0.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 0.0" Y+R= 0.0" Y+R= 0.0" OFF= 0.0% OFF=34.8% OFF=49.4% OFF= 0.0% OFF= 0.0% OFF= 0.6% C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13.3% Ped= 0.0 sec = 0.0% MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:01:24 2001 AM PEAK HOUR VOLUMES WITH PROJECT 1 SIGNAL94/TEAPAC[Ver 1.20] - HCM Volume Adjustment Worksheet Appr Mvt Flow Lane Group No.of Lane Adj Prop.of -Mvt Vol PHF Rate Group Flow Lanes Util Flow LT RT -- vph -- vph -- vph - -- vph -- -- WB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 WB-TH 1273 0.90 1414 TH 1414 2 1.05 1485 0.00 0.00 WB-LT 20 0.90 22 LT 22 1 1.00 22 1.00 0.00 NB-RT 2 0.90 2 -- 0 0 1.00 0 0.00 0.00 NB-TH 0 0.90 . 0 LT+TH+RT 240 1 1.00 240 0.99 0.01 NB-LT 214 0.90 238 -- 0 0 1.00 0 0.00 0.00 j EB-RT 392 0.90 436 RT 436 1 1.00 436 0.00 1.00 EB-TH 424 0.90 471 TH 471 2 1.05 495 0.00 0.00 . EB-LT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 SIGNAL94/TEAPAC[Ver 1.20] - HCM Saturation Flow Adjustment Worksheet Ap Lane No Adjustment Factors Adj pr Group Ideal of Sat- ch Mvmts Satf1 Lns Lane Heavy Bus Ar Right Left Adj flow -- -- pcphg - Width Vehs Grade Parkg Block Loc Turn Turn Fact vphg WB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 j WB- LT 1900 1 1.000 0.•980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 170 NB-LT+TH+RT 1900 1 1.000 0.952 1.000 1.000 1.000 1.0 0.899 0.953 1.00 1550 EB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1583 EB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 SIGNAL94/TEAPAC[Ver 1.20] - HCM Capacity Analysis Worksheet I Ap Lane LT Adj Adj Flow Green Lane V/C Crit pr Group Phase Flow Satfl Ratio Ratio Group Ratio Lane ch Mvts Type Rate Rate v/s g/C Capac v/c Grp -- -- -- vph vphg -- -- vph -- - WB- TH 1485 3725 0.399 0.619 2305 0.644 * WB- LT Pri. 22 1770 0.012 0.112 199 0.111 NB-LT+TH+RT 240 1550 0.155 0.315 487 0.493 * EB- RT 436 1583 0.275 0.473 749 0.582 1 1 EB- TH 495 3725 0.133 0.473 1763 0.281 i Cycle Length, C 90 sec Sum(v/s) = 0.553 Lost Time Per Cycle, L 6.0 sec Xc = 0.593 MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:01:24 2001 AM PEAK HOUR VOLUMES WITH PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Level-of-Service Worksheet Ap Lane Vol Green Unif Delay Lane Cal Incr Lane Lan pr Group Ratio Ratio Delay Fact Group Term Delay Group Grp Appr Appr ch Mvts v/c g/C dl DF Capac m d2 Delay LOS Delay LOS -- -- -- -- sec/v -- vph - sec/v 'sec/v - sec/v - WB- TH 0.644 .619 8.3 0.85 2305 16 0.45 7.5 B+ WB- LT 0.111 .112 27 .3 0.85 199 16 0.01 23 .2 C > 7.7 B+ NB-LT+TH+RT 0.493 .315 19.0 0.85 487 16 0.66 16.8 C+ > 16.8 C+ EB- RT 0.582 .473 13 .1 0.85 749 16 0.86 12.0 B EB- TH 0.281 .473 10.9 0.85 1763 16 0.02 9.3 B+ > 10.6 B Cycle= 90" Int Total 0.549 > 9.5 B+ • MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:01:24 2001 AM PEAK HOUR VOLUMES WITH PROJECT SIGNAL94/TEAPAC[Ver 1.20] - Evaluation of Intersection Performance Sq 12 1 Phase 1 j Phase 2 I Phase 3 / \ <++++ <++++ **** 1 V North <* *> ++++> 1 * * **** * * v G/C=0.303 G/C=0.101 G/C=0.462 G= 27.3" G= 9.1" G= 41.6" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" OFF= 0.0% OFF=34.8% OFF=49.4% E C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13 .3% Ped= 0.0 sec = 0.0% MVMT TOTALS SB Approach WB Approach NB Approach EB Approach Int Param:Units RT TH LT RT TH LT RT . TH LT RT TH LT Total AdjVol: vph 0 0 0 0 1485 22 2 0 238 436 495 0 2678 Wid/Ln:ft/# 0/0 0/0 0/0 0/0 24/2 12/1 0/0 12/1 0/0 12/1 24/2 0/0 g/C Rqd@C:% 0 0 0 0 42 8 0 22 0 33 18 0 g/C Used: % 0 0 0 0 62 11 0 31 0 47 47 0 SV @E: vph 0 0 0 0 2305 188 0 487 0 749 1763 0 5492 Svc Lvl:LOS B+ C C+ B B+ B+ Deg Sat:v/c 0.00 0.00 0.00 0.00 0.64 0.11 0.00 0.49 0.00 0.58 0.28 0.00 0.55 Avg Del:s/v 0.0 0.0 0.0 0.0 11.7 36.7 0.0 27.2 0.0 19.5 14.8 0.0 15.2 Tot Del:min 0 0 0 0 73 3 0 27 0 35 30 0 168 # Stops:veh 0 0 0 0 235 5 0 49 0 79 75 0 443 Max Que:veh 0 0 0 0 28 1 0 8 0 11 13 0 61 Max Que: ft 0 0 0 0 358 25 0 212 0 291 165 0 358 APPR TOTALS Int Param:Units SB Approach WB Approach NB Approach EB Approach Total AdjVol: vph 0 1507 240 931 2678 Svc Lvl:LOS B+ C+ B B+ j Deg Sat:v/c 0.00 0.64 0.49 0.42 0.55 ' Avg Del:s/v 0.0 12.1 27.2 17 .0 15.2 Tot Del:min 0 76 27 65 168 # Stops:veh 0 240 49 154 443 Max Que:veh 0 29 8 24 61 - Max Que: ft 0 358 212 291 358 MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:02:26 EXISTING PM PEAK HOUR VOLUMES SIGNAL94/TEAPAC[Ver 1.20] - HCM Input Worksheet Intersection # 0 - Area Location Type: NONCBD Key: VOLUMES -- >' 0 0 0 I WIDTHS 0.0 0.0 0.0 v LANES 0 I 0 0 0 0.0 0 \ i.\ -- 519 24.0 2 0 0.0 0 / + / 14 12.0 1 North 1473 24.0 2 -- \ I / 282 12.0 1 \ 449 0 38 Phasing: SEQUENCE 12 0.0 12.0 0.0 PERMSV NNNN LOSTTIME = 3.0 sec. 0 1 0 OVERLP NNNN LEADLAG LD LD Appr Grade, % Heavy Veh. Adj .Pkg Bus Pk.Hr..Factor Conf.Ped Actuated Arr.Type - % RT TH LT Loc. Nm Nb RT TH LT peds/hr RT TH LT RT TH LT SB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 WB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 NB 0.0 5.0 2.0 5.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 EB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 Sq 12 I Phase 1 I Phase 2 I Phase 3 I Phase 4 . I Phase 5 I Phase 6 / \ <++++ <++++ **** v North <* *> ****> * * ++++ * * v G/C=0.362 G/C=0.057 G/C=0.448 G/C=0.000 G/C=0.000 G/C=0.000. G= 32.5" G= 5.1" G= 40.3" G= 0.0" G= 0.0" G= 0.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 0.0" Y+R= 0.0" Y+R= 0.0" OFF= 0.0% OFF=40.6% OFF=50.7% OFF= '0.0% OFF= 0.0% OFF= 0.0% C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13 .3% Ped= 0.0 sec = 0.0% MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH-AVE 20:02:26 EXISTING PM PEAK HOUR VOLUMES SIGNAL94/TEAPAC[Ver 1.20] - HCM Volume Adjustment Worksheet Appr Mvt Flow Lane Group No.of Lane Adj Prop.of -Mvt Vol PHF Rate Group Flow Lanes Util Flow LT RT -- vph -- vph -- vph - -- vph -- -- WB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 I WB-TH 519 0.90 577 TH 577 2 1.05 606 0.00 0.00 WB-LT 14 0.90 16 LT 16 1 1.00 16 1.00 0.00 NB-RT 38 0.90 42 -- 0 0 1.00 0 0.00 0.00 NB-TH 0 0.90 0 LT+TH+RT 541 1 1.00 541 0.92 0.08 NB-LT 449 0.90 499 -- 0 0 1.00 0 0.00 0.00 EB-RT 282 0.90 313 RT 313 1 1.00 313 0.00 1.00 EB-TH 1473 0.90 1637 TH 1637 2 1.05 1719 0.00 0.00 EB-LT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 SIGNAL94/TEAPAC[Ver 1.20] - HCM Saturation Flow Adjustment Worksheet Ap Lane No Adjustment Factors Adj pr Group Ideal of Sat- ch Mvmts Satfl Lns Lane Heavy Bus Ar Right Left Adj flow -- -- pcphg - Width Vehs Grade Parkg Block Loc Turn Turn Fact vphg _ WB-WB- TH 1900 2 1.000 0.980 1.000 1.000. 1.000 1.0 1.000 1.000 1.00 3725 WB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 NB-LT+TH+RT 1900 1 1.000 0.952 1.000 1.000 1.000 1.0 0.890 0.956 1.00 1539 EB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1583 EB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 • SIGNAL94/TEAPAC[Ver 1.20] - HCM Capacity Analysis Worksheet Ap Lane LT Adj Adj Flow Green Lane V/C Crit pr Group Phase Flow Satfl Ratio Ratio Group Ratio Lane ch Mvts Type Rate Rate v/s g/C Capac v/c Grp - vph vphg -- - vph WB- TH 606 3725 0.163 0.561 2089 0.290 WB- LT Pri. 16 1770 0.009 0.068 121 0.132 * NB-LT+TH+RT 541 1539 0.352 0.373 573 0.944 * EB- RT 313 1583 0.198 0.459 727 0.431 EB- TH 1719 3725 0.461 0.459 1711 1.005 * Cycle Length, C 90 sec Sum(v/s) = 0.822 Lost Time Per Cycle, L 9.0 sec Xc = 0. 913 MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & '68TH AVE 20:02:26 EXISTING PM PEAK HOUR VOLUMES SIGNAL94/TEAPAC[Ver 1.20] - HCM Level-of-Service Worksheet - Ap Lane Vol Green Unif Delay Lane Cal Incr Lane Lan pr Group Ratio Ratio Delay Fact Group Term Delay Group Grp Appr Appr ch Mvts v/c g/C dl DF Capac m d2 Delay LOS Delay LOS -- -- -- -- sec/v -- vph - sec/v sec/v - sec/v - WB- TH 0.290 .561 7 .9 0.85 2089 16 0.02 6 .7 B+ WB- LT 0.132 .068 30.0 0.85 121 16 0.03 25.5 D+ > 7.2 B+ NB-LT+TH+RT 0.944 .373 20.8 0.85 573 16 17.87 35.5 D > 35.5 D EB- RT 0.431 .459 12.5 0.85 727 16 0.26 10.9 B EB- TH 1.005 .459 18.5 0.85 1711 16 17.76 33 .5 D > 30.0 D+ Cycle= 90" Int Total 0.798 > 26.5 D+ • MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:02:26 EXISTING PM PEAK HOUR VOLUMES SIGNAL94/TEAPAC[Ver 1.20] - Evaluation of Intersection Performance Sq 12 1 Phase 1 Phase 2 1 Phase 3 / \ <++++ <++++ **** v North <* *> ****> 1 * * ++++ * * v G/C=0.362 G/C=0.057 G/C=0.448 G= 32.5" G= 5.1" G= 40.3" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" OFF= 0.0% OFF=40.6% OFF=50.7% • C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13.3% Ped= 0.0 sec = 0.0% MVMT TOTALS SB Approach WB Approach NB Approach EB Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total AdjVol: vph 0 0 0 0 606 16 42 0 499 313 1719 0 3195 Wid/Ln:ft/# 0/0 0/0 0/0 0/0 24/2 12/1 0/0 12/1 0/0 12/1 24/2 0/0 g/C Rqd@C:% 0 0 0 0 21 8 0 40 0 26 48 0 g/C Used: % 0 0 0 0 56 7 0 37 0 46 46 0 SV @E: vph 0 0 0 0 2089 107 0 573 0 727 1711 0 5207 Svc Lvl:LOS B+ D+ D B D D+ Deg Sat:v/c 0.00 0.00 0.00 0.00 0.29 0.13 0.00 0.94 0.00 0.43 1.00 0.00 0.80 Avg Del:s/v 0.0 0.0 0.0 0.0 10.7 40.7 0.0 72.2 0.0 17.9 40.1 0.0 37.8 Tot Del:min 0 0 0 0 27 3 0 163 0 23 288 0 504 # Stops:veh 0 0 0 0 79 4 0 131 0 53 429 0 696 Max Que:veh 0 0 0 0 13 1 0 17 0 8 48 0 87 Max Que: ft 0 0 0 0 168 25 0 437 0 214 611 0 611 APPR TOTALS Int Param:Units SB Approach WB Approach NB Approach EB Approach Total AdjVol: vph 0 622 541 2032 3195 Svc Lvl:LOS B+ D D+ D+ Deg Sat:v/c 0.00 0.29 0.94 0.92 0.80 Avg Del:s/v 0.0 11.5 72.2 36.7 37 .8 Tot Del:min 0 30 163 311 504 # Stops:veh 0 83 131 482 696 Max Que:veh 0 14 17 56 87 Max Que: ft 0 168 437 ' 611 611 MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:03:19 2001 PM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Input Worksheet Intersection # 0 - Area Location Type: NONCBD Key: VOLUMES -- > 0 0 0 I WIDTHS 0.0 0.0 0.0 v LANES 0 0 0 • _ \ 0 0.0 0 / I \ / \ -- 535 24.0 2 0 0.0 0 / + / 14 12.0 1 North 1517 24.0 2 -- \ I 290 12.0 1 \ 462 0 39 Phasing: SEQUENCE 12 0.0 12.0 0.0 PERMSV NNNN LOSTTIME = 3.0 sec. 0 1 0 OVERLP NNNN LEADLAG LD LD Appr Grade % Heavy Veh. Adj .Pkg Bus Pk.Hr.Factor Conf.Ped Actuated Arr.Type - % RT TH LT Loc Nm Nb RT TH LT peds/hr RT TH LT RT TH LT SB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 -- WB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 NB 0.0 5.0 2.0 5.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 EB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 Sq 12 I Phase 1 I Phase 2 I Phase 3 I Phase 4 I Phase 5 I Phase 6 **/** / \ <++++ <++++ **** v North <* *> ****> I * * ++++ * * v G/C=0.356 G/C=0.059 G/C=0.452 G/C=0.000 G/C=0.000 G/C=0.000 G= 32.0" G= 5.3" G= G= G= G= 40.6" 0.0" 0.0" 0.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 0.0" Y+R= 0.0" Y+R= 0.0" OFF= 0.0% OFF=40.0% OFF=50.4% OFF= 0.0% OFF= 0.0% OFF= 0.0% C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13 .3% Ped= 0.0 sec = 0.0% I MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:03:19 2001 PM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Volume Adjustment Worksheet Appr Mvt Flow Lane Group No.of Lane Adj Prop.of -Mvt Vol PHF Rate Group Flow Lanes Util Flow LT RT -- vph -- vph -- vph - -- vph -- -- WB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 WB-TH 535 0.90 594 TH 594 2 1.05 624 0.00 0.00 WB-LT 14 0.90 16 LT 16 1 1.00 16 1.00 0.00 1 NB-RT 39 0.90 43 -- 0 0 1.00 0 0.00 0.00 NB-TH 0 0.90 0 LT+TH+RT 556 1 1.00 556 0.92 0.08 NB-LT 462 0.90 513 , -- 0 0 1.00 0 0.00 0.00 EB-RT 290 0.90 322 RT 322 1 1.00 322 0.00 1.00 EB-TH 1517 0.90 1686 TH 1686 2 1.05 1770 0.00 0.00 EB-LT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 SIGNAL94/TEAPAC[Ver 1.20] - HCM Saturation Flow Adjustment Worksheet Ap Lane No Adjustment Factors Adj pr Group Ideal of Sat- ch Mvmts Satf1 Lns Lane Heavy Bus Ar Right Left Adj flow -- -- pcphg - Width Vehs Grade Parkg Block Loc Turn Turn Fact vphg WB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 WB- LT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 NB-LT+TH+RT 1900 1 1.000 0.952 1.000 1.000 1.000 1.0 0.890 0.956 1.00 1539 EB- RT 1900. 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1583 EB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 SIGNAL94/TEAPAC[Ver 1.20] - HCM Capacity Analysis Worksheet P Y Y Ap Lane LT Adj Adj Flow Green Lane V/C Crit pr Group Phase Flow Satfl Ratio Ratio Group Ratio Lane ch Mvts Type Rate Rate v/s g/C Capac v/c Grp -- -- -- vph vphg -- -- vph -- - WB- TH 624 3725 0.167 0.566 2110 0.296 WB- LT Pri. 16 1770 0.009 0.070 124 0.129 * NB-LT+TH+RT 556 1539 0.361 0.367 565 0.984 * EB- RT 322 1583 0.203 0.463 733 0.439 EB- TH 1770 3725 0.475 0.463 1724 1.027 * Cycle Length, C 90 sec Sum(v/s) = 0.845 Lost Time Per Cycle, L 9.0 sec Xc = 0.939 MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:03 :19 2001 PM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Level-of-Service Worksheet Ap Lane Vol Green Unif Delay Lane Cal Incr Lane Lan pr Group Ratio Ratio Delay Fact Group Term Delay Group Grp Appr Appr ch Mvts v/c g/C dl DF Capac m d2 Delay LOS Delay LOS -- -- -- --' sec/v -- vph - sec/v sec/v - sec/v - WB- TH 0.296 .566 7.7 0.85 2110 16 0.02 6.6 B+ WB- LT 0.129 .070 29.8 0.85 124 16 0.03 25.4 D+ > 7 .1 B+ NB-LT+TH+RT 0.984 .367 21.4 0.85 565 16 25..43 43 .7 E+ > 43 .7 E+ EB- RT 0.439 .463 12.4 0.85 733 16 0.28 10.8 B EB- TH 1.027 .463 18.4 0.85 1724 16 23.32 38.9 D > 34 .6 D Cycle= 90" Int Total 0.819 > 30.8 D+ • MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:03 :19 -- 2001 PM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL94/TEAPAC[Ver 1.20] - Evaluation of Intersection Performance Sq 12 1 Phase 1 j Phase 2 1 Phase 3 /�\ <++++ <++++ **** 1 v North <* *> ****> 1 * * ++++ * * v G/C=0.356 G/C=0.059 G/C=0.452 G= 32.0" G= 5.3" G= 40.6" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" OFF= 0.0% OFF=40.0% OFF=50.4% C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13 .3% Ped= 0.0 sec = 0.0% MVMT TOTALS SB Approach WB Approach NB Approach EB Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total AdjVol: vph 0 0 0 0 624 16 43 0 513 322 1770 0 3288 Wid/Ln:ft/# 0/0 0/0 0/0 0/0 24/2 12/1 0/0 12/1 0/0 12/1 24/2 0/0 g/C Rqd@C:% 0 0 0 0 21 8 0 41 0 27 49 0 - g/C Used: % 0 0 0 0 57 7 0 37 0 46 46 0 SV @E: vph 0 0 0 0 2110 111 0 565 0 733 1724 0 5243 Svc Lvl:LOS B+ D+ E+ B D D+ Deg Sat:v/c 0.00 0.00 0.00 0.00 0:30 0.13 0.00 0.98 0.00 0.44 1.03 0.00 0.82 Avg Del:s/v 0.0 0.0 . 0.0 0.0 10.5 40.5 0.0 50.3 0.0 17.8 45.1 0.0 . 36.7 Tot Del:min 0 0 0 0 27 3 0 .117 0 24 333 0 504 # Stops:veh . 0 0 0 0 81 4 0 138 0 54 442 0 719 Max Que:veh 0 0 0 0 14 1 0 18 0 9 58 0 100 Max Que: ft 0 0 0 0 171 25 0 453 0 219 731 0 731 APPR TOTALS Int Param:Units . SB Approach WB Approach NB Approach EB Approach Total AdjVol: vph 0 640 556 2092 3288 Svc Lvl:LOS B+ E+ D D+ Deg Sat:v/c 0.00 0.29 0.98 0.94 0.82 Avg Del:s/v 0.0 11.3 50.3 40.9 36.7 Tot Del:min 0 30 117 357 504 # Stops:veh 0 85 138 496 719 Max Que:veh 0 15 18 . 67 100 Max Que: ft 0 171 453 731 731 I MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:04:03 2001 PM PEAK HOUR VOLUMES WITH PROJECT SIGNAL94/TEAPAC[Ver 1.20] - HCM Input Worksheet 1 Intersection # 0 - Area Location Type: NONCBD Key: VOLUMES -- > 0 0 0 I WIDTHS 0.0 0.0 0.0 v LANES 0 0 0 \ 0 0.0 0 . / I \ / I \ r -- 535 24.0 2 0 0.0 0 / + / 14 12.0 1 North I 1517 24.0 2 -- \ I / 293 12.0 1 \ 476 0 39 Phasing: SEQUENCE 12 0.0 12.0 0.0 PERMSV NNNN LOSTTIME = 3.0 sec. 0 1 0 OVERLP NNNN LEADLAG LD LD Appr Grade .% Heavy Veh. Adj .Pkg Bus Pk.Hr.Factor .Conf.Ped Actuated Arr.Type - % RT TH LT Loc Nm Nb RT TH LT peds/hr RT TH LT RT TH LT SB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 WB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 I I NB 0.0 5.0 2.0 5.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 EB 0.0 2.0 2.0 2.0 NO 0 0 0.90 0.90 0.90 0- Y Y Y 3 3 3 Sq 12 I Phase 1 I Phase 2 I Phase 3 I Phase 4 I Phase 5 I Phase 6 / \ <++++ <++++ **** v North <* *> ****> I * * ++++ * * v I G/C=0.361 G/C=0.058 G/C=0.447 G/C=0.000 G/C=0.000 I G/C=0.000 G= 32.5" G= 5.3" G= 40.2" G= 0.0" G= 0.0" G= 0.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 0.0" Y+R= 0.0" Y+R= 0.0" OFF= 0.0% OFF=40.6% OFF=50.9% OFF= 0.0% OFF= 0.0% OFF= 0.0% C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13.3% Ped= 0.0 sec = 0.0% MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:04:03 2001 PM PEAK HOUR VOLUMES WITH PROJECT I ' SIGNAL94/TEAPAC[Ver 1.20] - HCM Volume Adjustment Worksheet Appr Mvt Flow Lane Group No.of Lane Adj Prop.of -Mvt Vol PHF Rate Group Flow Lanes Util Flow LT RT -- vph -- vph -- vph - -- vph -- -- WB-RT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 I WB-TH 535 0.90 594 , TH 594 2 1.05 624 0.00 0.00 WB-LT 14 0.90 16 LT 16 1 1.00 16 1.00 0.00 NB-RT 39 0.90 43 -- 0 0 1.00 0 0.00 0.00 NB-TH 0 0.90 0 LT+TH+RT 572 1 1.00 572 0.92 0.08 NB-LT 476 0.90 529 -- 0 0 1.00 0 0.00 0.00 EB-RT 293 0.90 326 RT 326 1 1.00 326 0.00 1.00 EB-TH 1517 0.90 1686 TH 1686 2 1.05 1770 0.00 0.00 EB-LT 0 0.90 0 -- 0 0 1.00 0 0.00 0.00 • SIGNAL94/TEAPAC[Ver 1.20] - HCM Saturation Flow Adjustment Worksheet Ap Lane No Adjustment Factors Adj pr Group Ideal of Sat- ch Mvmts Satfl Lns Lane Heavy Bus Ar Right Left Adj flow I -- -- pcphg - Width Vehs Grade Parkg Block Loc Turn Turn Fact vphg WB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 I WB- LT 1900 1. 1.000 0.980 1.000 1.000 1.000 1.0 1.000 0.950 1.00 1770 NB-LT+TH+RT 1900 1 1.000 0.952 1.000 1.000 1.000 1.0 0.890 0.956 1.00 1539 EB- RT 1900 1 1.000 0.980 1.000 1.000 1.000 1.0 0.850 1.000 1.00 1583 EB- TH 1900 2 1.000 0.980 1.000 1.000 1.000 1.0 1.000 1.000 1.00 3725 SIGNAL94/TEAPAC[Ver 1.20] - HCM Capacity Analysis Worksheet . Ap Lane LT Adj Adj Flow Green Lane V/C Crit pr Group Phase Flow Satfl Ratio Ratio Group Ratio Lane ch Mvts Type Rate Rate v/s g/C Capac v/c Grp -- -- -- vph vphg -- -- vph -- - WB- TH 624 3725 0.167 0.561 . 2089 0.299 WB- LT Pri. 16 1770 0.009 0.070 123 0.130 * NB-LT+TH+RT 572 1539 0.372 0.373 573 0.998 * EB- RT 326 1583 0.206 0.458 725 0.450 EB- TH 1770 3725 0.475 0.458 1706 1.038 * Cycle Length, C 90 sec Sum(v/s) = 0.856 Lost Time Per Cycle, L 9.0 sec Xc = 0.951 i I MONSTER ROAD OFFICE BUILDING 03/29/00 it MLK JR. WAY & 68TH AVE 20:04:03 2001 PM PEAK HOUR VOLUMES WITH PROJECT II SIGNAL94/TEAPAC[Ver 1.20] - HCM Level-of-Service Worksheet Ap Lane Vol Green Unif Delay Lane Cal Incr Lane Lan pr Group Ratio Ratio Delay Fact Group Term Delay Group Grp Appr Appr ch Mvts v/c g/C dl DF Capac m d2 Delay LOS Delay LOS -- -- -- -- sec/v -- vph - sec/v sec/v - sec/v - WB- TH 0.299 .561 7 .9 0.85 2089 16 0.03 6.8 B+ WB- LT 0.130 .070 29.9 0.85 123 16 0.03 25.4 D+ > 7 .2 B+ NB-LT+TH+RT 0.998 .373 21.4 0.85 573 16 28.48 46.7 E+ > 46.7 E+ EB- RT 0.450 .458 12.7 0.85 725 16 0.31 11.1 B EB- TH 1.038 .458 18.5 0.85 1706 16 26.64 42.4 E+ II > 37 .5 D Cycle= 90" Int Total 0.829 > 33 .3 D II • II it i ' MONSTER ROAD OFFICE BUILDING 03/29/00 MLK JR. WAY & 68TH AVE 20:04:03 2001 PM PEAK HOUR VOLUMES WITH PROJECT SIGNAL94/TEAPAC[Ver 1.20] - Evaluation of Intersection Performance Sq 12 1 Phase 1 Phase 2 I Phase 3 /�\ <++++ <++++ **** v North <* *> ****> 1 * * ++++ * * v G/C=0.361 G/C=0.058 G/C=0.447 G= 32.5" G= 5.3" G= 40.2" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" OFF= 0.0% OFF=40.6% OFF=50.9% C= 90 sec G= 78.0 sec = 86 .7% Y=12.0 sec = 13.3% Ped= 0.0 sec = 0.0% MVMT TOTALS SB Approach WB Approach NB Approach EB Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total AdjVol: vph 0 0 0 0 624 16 43 0 529 326 1770 0 3308 Wid/Ln:ft/# 0/0 0/0 0/0 0/0 24/2 12/1 0/0 12/1 0/0 12/1 24/2 0/0 g/C Rqd@C:% 0 0 0 0 21 8 0 42 0 27 49 0 g/C Used: % 0 0 0 0 56 7 0 37 0 46 • 46 0 SV @E: vph .0 0 0 0 2089 109 0 573 0 725 1706 0 5202 Svc Lvl:LOS B+ D+ E+ B E+ D Deg Sat:v/c 0.00 0 .00 0.00 0.00 0.30 0.13 0.00 1.00 0.00 0.45 1.04 0.00 0.83 Avg Del:s/v 0.0 0.0 0.0 0.0 10.8 40.6 0.0 52.9 0.0 18.2 48.3 0.0 39.0 Tot Del:min 0 0 0 0 28 3 0 126 0 25 356 0 538 # Stops:veh 0 0 0 0 82 4 0 143 0 56 442 0 727 1 Max Que:veh 0 0 0 0 14 1 0 18 0 9 62 0 104 Max Que: ft 0 0 0 0 173 25 0 462 0 224 ' 787 0 787 APPR TOTALS Int Param:Units SB Approach WB Approach NB Approach EB Approach Total AdjVol: vph 0 640 572 2096 3308 Svc Lvl:LOS B+ E+ D D Deg Sat:v/c 0. 00 0.29 1.00 0. 95 0 .83 Avg Del:s/v 0.0 11.5 52.9 43 .6 39.0 Tot Del:min 0 31 126 381 538 # Stops:veh 0 86 143 498 727 Max Que:veh 0 15 18 71 104 Max Que: ft 0 173 462 787 787 • Heath&Associates WINUNSIG version 3.0b i 1 1994 HCM UNSIGNALIZED INTERSECTION ANALYSIS March 30,2000 04:56 PM C:\UNSIG3\MON&OAK.INT MONSTER RD SW&OAKESDALE AVE SW EXISTING AM PEAK HOUR VOLUMES ' INTERSECTION GEOMETRY VOLUMES IN PCPH • S=STOP CONTROL (PCE ADJUSTED VOLUMES) Y=YIELD CONTROL AND PREVAILING SPEED=35 MPH SATURATION VOLUMES Grade= 0% - 291 1800 . (Multi LANES) SIGHT DISTANCE O.K. Monster Rd(EB) 'EXCLUSIVE LEFT LANE Monster Rd(EB) 10 ` Grade= 0% > Oakesdale Ave(WB) 422 > Oakesdale Ave(WB) NO RIGHT TURN LANE < r>NO ACCEL.LANE 50 r> NO RIGHT TURN RADIUS<50 ft 2 I STOP OR YIELD SIGN Grade= NO SHARED LANES 7 1 NOTE: 0% SIGHT DISTANCE O.K. Saturation Volumes are used LARGE to calculate Probability of POPULATION Queue Free States when the Major Street Left Turn Lane is shared. Monster Rd(NB) Monster Rd(NB) VOLUME ADJUSTMENTS Monster Rd(EB)Oakesdale Ave(WB)Monster Rd(NB) thru right left thru left right UNADJUSTED VOLUMES 380 45 9 262 24 9 • . PEAK HOUR FACTORS .90 .90 .90 .90 .90 .90 • PHF ADJUSTED VOLUMES 422 50 10 291 27 10 ' PCE ADJUSTED VOLUMES 422 50 10 291 27 11 CAPACITY ANALYSIS Monster Rd(NB) LEFT TURN RIGHT TURN Conflicting Flow: 748 vph 236 vph Critical Gap: 7.3 seconds 5.7 seconds ' Headway Gap: 3.4 seconds 2.6 seconds - Potential Capacity: 331 pcph 1038 pcph I 1 Capacity Adjustment Factor due to Impeding Movements: 0.99 - Movement Capacity: 327 pcph 1038 pcph LEFT TURN FROM Oakesdale Ave(WB) . Conflicting Flow: 472 vph Critical Gap: 5.6 seconds • • . Headway Gap: 2.1 seconds Potential Capacity: 944 pcph Movement Capacity: 944 pcph Probability of Queue Free State: (exclusive) 98.9% Probability of Queue Free State: (shared) NA SHARED LANE CAPACITY AND LEVEL OF SERVICE ANALYSIS X indicates shared lanes Shared Movements Volume Capacity Capacity DELAY Level Of Service • C-Normal Delays Ave Delay Left From Monster Rd(NB) 27 327 - 12.0 y 9.5 sec. Right From Monster Rd'(NB) 11 1038 - 3.5 A-Little Delay - Left From Oakesdale Ave(WB) 10 944 - 3.9 A-Little Delay 0.1 sec. Average Total Delay for the entire intersection: 0.5 seconds Heath&Associates WINUNSIG version 3.0b 1994 HCM UNSIGNALIZED INTERSECTION ANALYSIS March 30,2000 05:18 PM C:\UNSIG3\MON&OAK.INT MONSTER RD SW&OAKESDALE AVE SW 2001 AM PEAK HOUR VOLUMES WITHOUT PROJECT INTERSECTION GEOMETRY A VOLUMES IN PCPH S=STOP CONTROL (PCE ADJUSTED VOLUMES) Y=YIELD CONTROL AND PREVAILING SPEED=35 MPH SATURATION VOLUMES Grade= 0% F— 300 1800 (Multi LANES) SIGHT DISTANCE O.K. 1 Monster Rd(EB) fEXCLUSIVE LEFT LANE Monster Rd(EB) 10 j Grade= 0% Oakesdale Ave(WB) 434 Oakesdale Ave(WB) NO RIGHT TURN LANE r>NO ACCEL. LANE 51 r> NO RIGHT TURN RADIUS<50 ft 2 1 STOP OR YIELD SIGN Grade= NO SHARED LANES 9 I NOTE: 0% SIGHT DISTANCE O.K. Saturation Volumes are used LARGE to calculate Probability of POPULATION Queue Free States when the Major Street Left Turn Lane ' is shared. Monster Rd(NB) Monster Rd(NB) VOLUME ADJUSTMENTS ' Monster Rd(EB)Oakesdale Ave(WB)Vtonster Rd(NB) thru right left thru left right UNADJUSTED VOLUMES 391 46 9 270 25 9 PEAK HOUR FACTORS .90 .90 .90 .90 .90 .90 PHF ADJUSTED VOLUMES 434 51 10 300 28 10 PCE ADJUSTED VOLUMES 434 51 10 •300 29 11 . CAPACITY ANALYSIS Monster Rd(NB) LEFT TURN RIGHT TURN Conflicting Flow: 770 vph 243 vph Critical Gap: 7.3 seconds 5.7 seconds Headway Gap: 3.4 seconds 2.6 seconds Potential Capacity: 320 pcph 1029 pcph Capacity Adjustment Factor due to Impeding Movements: 0.99 - Movement Capacity: 316 pcph• 1029 pcph LEFT TURN FROM Oakesdale Ave(WB) Conflicting Flow: 486 vph Critical Gap: 5.6 seconds Headway Gap: 2.1 seconds Potential Capacity: 928 pcph Movement Capacity: 928 pcph Probability of Queue Free State: (exclusive) 98.9% Probability of Queue Free State: (shared) NA SHARED LANE CAPACITY AND LEVEL OF SERVICE ANALYSIS X indicates shared lanes Shared Movements Volume Capacity Capacity DELAY Level Of Service ' Left From Monster Rd(NB) 29 316 - 12.5 C-Normal Delays Ave Delay 10.1 sec. - Right From Monster Rd(NB) 11 1029 - 3.5 A-Little Delay Left From Oakesdale Ave(WB) 10 928 - 3.9 A-Little Delay • 0.1 sec. Average Total Delay for the entire intersection: 0.5 seconds ' Heath&Associates WINUNSIG version 3.ob 1994 HCM UNSIGNALIZED INTERSECTION ANALYSIS March 30,2000 05:19 PM ^ C:\UN S I G3\M ON&OA K.INT MONSTER RD SW&OAKESDALE AVE SW 2001 AM PEAK HOUR VOLUMES WITH PROJECT INTERSECTION GEOMETRY A VOLUMES IN PCPH • S=STOP CONTROL (PCE ADJUSTED VOLUMES) Y=YIELD CONTROL AND • PREVAILING SPEED=35 MPH SATURATION VOLUMES Grade= 0% • F— 300 1800 (Multi LANES) SIGHT DISTANCE O.K. • Monster Rd(EB) EXCLUSIVE LEFT LANE Monster Rd(EB) 10 ' Grade= 0% Oakesdale Ave(WB) 434 > Oakesdale Ave(WB) NO RIGHT TURN LANE r>NO ACCEL.LANE 68 r> ' NO RIGHT TURN RADIUS<50 ft 3 1 STOP OR YIELD SIGN Grade= NO SHARED LANES 1 1 NOTE: 0% SIGHT DISTANCE O.K. Saturation Volumes are used LARGE to calculate Probability of POPULATION Queue Free States when the Major Street Left Turn Lane is shared. Monster Rd(NB) Monster Rd(NB) VOLUME ADJUSTMENTS Monster Rd(EB)Oakesdale Ave(WB)Vlonster Rd(NB) thru right left thru left right UNADJUSTED VOLUMES 391 61 9 270 27 9 PEAK HOUR FACTORS .90 .90 .90 .90 .90 .90 PHF ADJUSTED VOLUMES 434 68 10 300 30 10 PCE ADJUSTED VOLUMES 434 68 10 300 31 11 CAPACITY ANALYSIS • Monster Rd(NB) LEFT TURN RIGHT TURN Conflicting Flow: 778 vph 251 vph Critical Gap: . 7.3 seconds 5.7 seconds Headway Gap: 3.4 seconds 2.6 seconds Potential Capacity: 316 pcph 1019 pcph 1 Capacity Adjustment Factor due to Impeding Movements: 0.99 - Movement Capacity: 312 pcph 1019 pcph LEFT TURN FROM Oakesdale Ave(WB) Conflicting Flow: 502 vph Critical Gap: 5.6 seconds Headway Gap: 2.1 seconds Potential Capacity: 909 pcph Movement Capacity: 909 pcph Probability of Queue Free State: (exclusive) 98.9% Probability of Queue Free State: (shared) NA SHARED LANE CAPACITY AND LEVEL OF SERVICE ANALYSIS X indicates shared lanes Shared Movements Volume Capacity Capacity DELAY Level Of Service Left From Monster Rd(NB) 31 312 - 12.8 C-Normal Delays Ave Delay 10.4 sec. • Right From Monster Rd(NB) 11 1019 - 3.6 A-Little Delay Left From Oakesdale Ave(WB) 10 909 - 4.0 A-Little Delay 0.1 sec. Average Total Delay for the entire intersection: 0.6 seconds Heath&Associates WINUNSIG version 3.0b 1994 HCM UNSIGNALIZED INTERSECTION ANALYSIS •March 30,2000 05:17 PM C:\UN S IG3\MON&OA K.INT MONSTER RD SW&OAKESDALE AVE SW EXISTING PM PEAK HOUR VOLUMES INTERSECTION GEOMETRY A VOLUMES IN PCPH S=STOP CONTROL (PCE ADJUSTED VOLUMES) - Y=YIELD CONTROL AND PREVAILING SPEED=35 MPH SATURATION VOLUMES Grade= 0% - 561 1800 (Multi LANES) ' SIGHT DISTANCE O.K. • Monster Rd(EB) [EXCLUSIVE LEFT LANE Monster Rd(EB) 3 - Grade= 0% Oakesdale Ave(WB) 471 —> Oakesdale Ave(WB) NO.RIGHT TURN LANE r>NO ACCEL. LANE 21 r> NO RIGHT TURN RADIUS<50 ft 5 1 STOP OR YIELD SIGN Grade= NO SHARED LANES • 7 3 NOTE: 0% Saturation Volumes are used SIGHT DISTANCE O.K. to calculate Probability of LARGE POPULATION Queue Free States when the . Major Street Left Turn Lane is shared. Monster Rd(NB) Monster Rd(NB) VOLUME ADJUSTMENTS Monster Rd(EB)Oakesdale Ave(WB)Monster Rd(NB) thru right left thru left right UNADJUSTED VOLUMES 424 19 3 505 49 11 ' PEAK HOUR FACTORS .90 .90 .90 .90 .90 .90 PHF ADJUSTED VOLUMES 471 21 3 561 54 12 PCE ADJUSTED VOLUMES 471 21 3 561 57 13 CAPACITY ANALYSIS Monster Rd(NB) LEFT TURN RIGHT TURN Conflicting Flow: 1046 vph 246 vph Critical Gap: 7.3 seconds 5.7 seconds Headway Gap: 3.4 seconds 2.6 seconds Potential Capacity: 208 pcph 1025 pcph Capacity Adjustment Factor due to Impeding Movements: 1.00 - Movement Capacity: 207 pcph 1025 pcph LEFT TURN FROM Oakesdale Ave(WB) Conflicting Flow: 492 vph Critical Gap: 5.6 seconds • Headway Gap: 2.1 seconds Potential Capacity: 920 pcph • _ Movement Capacity: 920 pcph Probability of Queue Free State: (exclusive) 99.7% Probability of Queue Free State: (shared) NA ' SHARED LANE CAPACITY AND LEVEL OF SERVICE ANALYSIS X indicates shared lanes Shared Movements Volume Capacity Capacity DELAY Level Of Service Left From Monster Rd(NB) 57 207 - 23.8 D-Long Delays Ave Delay 20.1 sec. Right From Monster Rd(NB) 13 1025 - 3.6 A-Little Delay Left From Oakesdale Ave(WB) 3 920 - 3.9 A-Little Delay 0.0 sec. Average Total Delay for the entire intersection: 1.3 seconds i ' Heath&Associates WINUNSIG version 3.0b 1994 HCM UNSIGNALIZED INTERSECTION ANALYSIS March 30,2000 05:20 PM C:\UN S IG3\MON&OAK.INT MONSTER RD SW&.OAKESDALE AVE SW 2001 PM PEAK HOUR VOLUMES WITHOUT PROJECT INTERSECTION GEOMETRY VOLUMES INPCPH S=STOP CONTROL (PCE ADJUSTED VOLUMES) Y=YIELD CONTROL AND PREVAILING SPEED=35 MPH SATURATION VOLUMES • Grade= 0% f- 578 1800 (Multi LANES) SIGHT DISTANCE O.K. Monster Rd(EB) (EXCLUSIVE LEFT LANE Monster Rd(EB) 3 • Grade= 0% Oakesdale Ave(WB) 486 Oakesdale Ave(WB) NO RIGHT TURN LANE r>NO ACCEL.LANE 22 r> NO RIGHT TURN RADIUS<50 ft 5 1 STOP OR YIELD SIGN G a e= NO SHARED LANES 8 3 NOTE: SIGHT DISTANCE O.K. Saturation Volumes are used , 7LARGE to calculate Probability of ' ' POPULATION Queue Free States when the • Major Street Left Turn Lane is shared. Monster Rd(NB) Monster Rd(NB) VOLUME ADJUSTMENTS Monster Rd(EB)Oakesdale Ave(WB)\lonster Rd(NB) thru right left tliru left right UNADJUSTED VOLUMES 437 20 3 520 50 11 PEAK HOUR FACTORS .90 .90 .90 .90 .90 .90 PHF ADJUSTED VOLUMES 486 22 3 578 56 12 • PCE ADJUSTED VOLUMES 486 22 3 578 58 13 ' - CAPACITY ANALYSIS -, Monster Rd(NB) LEFT TURN RIGHT TURN Conflicting Flow: 1078 vph . 254 vph Critical Gap: 7.3 seconds 5.7 seconds Headway Gap: 3.4 seconds 2.6 seconds Potential Capacity: 198 pcph 1015 pcph Capacity Adjustment Factor due to Impeding Movements: 1.00 - • Movement Capacity: 197 pcph 1015 pcph LEFT TURN FROM Oakesdale Ave(WB) • Conflicting Flow: 508 vph Critical Gap: 5.6 seconds Headway Gap: 2.1 seconds Potential Capacity: 902 pcph Movement Capacity: 902 pcph Probability of Queue Free State: (exclusive) 99.7% Probability of Queue Free State: (shared) NA SHARED LANE CAPACITY AND LEVEL OF SERVICE ANALYSIS X indicates shared lanes Shared Movements Volume Capacity Capacity DELAY Level Of Service Left From Monster Rd(NB) 58 •197 - 25.7 D-Long Delays Ave Delay 21.6 sec. Right From Monster Rd(NB) 13 1015 - 3.6 A-Little Delay . Left From Oakesdale Ave(WB) 3 902 - 4.0 A-Little Delay 0.0 sec. Average Total Delay for the entire intersection: 1.3 seconds I Heath&Associates WINUNSIG version 3.0b _ 1994 HCM UNSIGNALIZED INTERSECTION ANALYSIS March 30,2000 05:21 PM C:\UNSIG3\MON&OAK.INT MONSTER RD SW&OAKESDALE AVE SW 2001 PM PEAK HOUR VOLUMES WITH PROJECT • INTERSECTION GEOMETRY A VOLUMES IN PCPH S=STOP CONTROL • (PCE ADJUSTED VOLUMES) Y=YIELD CONTROL AND PREVAILING SPEED=35 MPH SATURATION VOLUMES Grade= 0% 578 1800 (Multi LANES) SIGHT DISTANCE O.K. • Monster Rd(EB) EXCLUSIVE LEFT LANE Monster Rd(EB) 3 - Grade= 0% Oakesdale Ave(WB) 486 Oakesdale Ave(WB) NO RIGHT TURN LANE r>NO ACCEL. LANE 26 r NO RIGHT TURN RADIUS<50 ft 7 1 STOP OR YIELD SIGN Grade= NO SHARED LANES 4 3 NOTE: 0% Saturation Volumes are used SIGHT DISTANCE O.K. to calculate Probability of LARGE Queue Free States when the POPULATION Major Street Left Turn Lane is shared. Monster Rd(NB) Monster Rd(NB) VOLUME ADJUSTMENTS Monster Rd(EB)Oakesdale Ave(WB)Monster Rd(NB) thru right left thru left right UNADJUSTED VOLUMES 437 23 3 520 64 11 PEAK HOUR FACTORS .90 .90 .90 .90 .90 .90 PHF ADJUSTED VOLUMES 486 26 3 578 71 12 PCE ADJUSTED VOLUMES 486 26 3 578 74 13 CAPACITY ANALYSIS Monster Rd(NB) LEFT TURN RIGHT TURN Conflicting Flow: 1079 vph 256 vph Critical Gap: 7.3 seconds 5.7 seconds Headway Gap: 3.4 seconds 2.6 seconds Potential Capacity: 198 pcph 1013 pcph Capacity Adjustment Factor due to Impeding Movements: 1.00 - Movement Capacity: 197 pcph 1013 pcph LEFT TURN FROM Oakesdale Ave(WB) Conflicting Flow: 511 vph Critical Gap: 5.6 seconds ' Headway Gap: 2.1 seconds . Potential Capacity: 899 pcph , Movement Capacity: 899 pcph Probability of Queue Free State: (exclusive) 99.7% Probability of Queue Free State: (shared) NA SHARED LANE CAPACITY AND LEVEL OF SERVICE ANALYSIS X indicates shared lanes Shared Movements Volume Capacity Capacity DELAY Level Of Service Left From Monster Rd(NB) 74 197 - 28.9 D-Long Delays Ave Delay 25.1 sec. Right From Monster Rd(NB) 13 1013 - 3.6 A-Little Delay Left From Oakesdale Ave(WB) 3 899 - 4.0 A-Little Delay 0.0 sec. • Average Total Delay for the entire intersection: 1.9 seconds . Heath&Associates WINUNSIG version 3.0b ' 1994 HCM UNSIGNALIZED INTERSECTION ANALYSIS March 30,2000 06:12 PM C:\UNSIG3\MON&ENT.INT MONSTER RD SW&ENTRANCE 2001 AM PEAK HOUR VOLUMES WITH PROJECT INTERSECTION GEOMETRY VOLUMES IN PCPH S=STOP CONTROL (PCE ADJUSTED VOLUMES) . Y=YIELD CONTROL AND PREVAILING SPEED=35 MPH SATURATION VOLUMES Grade= 0% f- 38 1800 (2 LANES) SIGHT DISTANCE O.K. Monster Rd(SB) 'SHARED LEFT LANE • Monster Rd(SB) 68 Grade= 0% Monster Rd(NB) 61 —) Monster Rd (NB) NO RIGHT TURN LANE r>NO ACCEL.LANE • 17 r> NO RIGHT TURN RADIUS<50 ft 2 8 STOP OR YIELD SIGN Grade= X X SHARED LANES NOTE: 0% SIGHT DISTANCE O.K. Saturation Volumes are used LARGE to calculate Probability of POPULATION Queue Free States when the Major Street Left Turn Lane is shared. ENTRANCE ENTRANCE VOLUME ADJUSTMENTS Monster Rd(SB) Monster Rd(NB) ENTRANCE - thru right left thru left right UNADJUSTED VOLUMES 55 15 60 34 • 2 7 PEAK HOUR FACTORS .90 .90 .90 .90 .90 .90 PHF ADJUSTED VOLUMES 61 17 67 38 2 8 • PCE ADJUSTED VOLUMES 61 17 68 38 2 8 ' ' CAPACITY ANALYSIS ENTRANCE LEFT TURN , RIGHT TURN Conflicting Flow: 174 vph 69 vph Critical Gap: 6.8 seconds 5.7 seconds . Headway Gap: 3.4 seconds 2.6 seconds Potential Capacity: 828 pcph 1272 pcph Capacity Adjustment Factor due to Impeding Movements: 0.96 - Movement Capacity: 791 pcph 1272 pcph LEFT TURN FROM Monster Rd(NB) Conflicting Flow: 78 vph Critical Gap: 5.1 seconds Headway Gap: 2.1 seconds ' Potential Capacity: 1571 pcph Movement Capacity: 1571 pcph • Probability of Queue Free State: (exclusive) 95.7% Probability of Queue Free State: (shared) 95.6% • ' SHARED LANE CAPACITY AND LEVEL OF SERVICE ANALYSIS X indicates shared lanes • Shared Movements Volume Capacity Capacity DELAY Level Of Service X Left From ENTRANCE 2 791 1134 3.2 A-Little Delay Ave Delay • 3.2 sec. X Right From ENTRANCE 8 1272 1134 3.2 A-Little Delay X Left From Monster Rd(NB) 68 1571 - 2.4 A-Little Delay 1.5 sec. Average Total Delay for the entire intersection: 1.0 seconds Heath&Associates . WINUNSIG version 3.06 1994 HCM UNSIGNALIZED INTERSECTION ANALYSIS March 30,2000 06:14 PM C:\UNSIG3\MON&ENT.INT MONSTER RD SW&ENTRANCE • 2001 PM PEAK HOUR VOLUMES WITH PROJECT i INTERSECTION GEOMETRY VOLUMES IN PCPH S=STOP CONTROL (PCE ADJUSTED VOLUMES) • Y=YIELD CONTROL AND PREVAILING SPEED=35 MPH SATURATION VOLUMES Grade= 0% f- 68 1800 (2 LANES) SIGHT DISTANCE O.K. 12 Monster Rd(SB) SHARED LEFT LANE Monster Rd(SB) Grade= 0% Monster Rd(NB) 26 > 'Monster Rd(NB) NO RIGHT TURN LANE --- / r>NO ACCEL. LANE 3 < r> ' NO RIGHT TURN RADIUS<50 ft 1 6 STOP OR YIELD SIGN Grade= X X SHARED LANES 6 4 NOTE: 0% Saturation Volumes are used SIGHT DISTANCE O.K.LARGE to calculate Probability of POPULATION Queue Free States when the Major Street Left Turn Lane is shared. ENTRANCE ENTRANCE -L VOLUME ADJUSTMENTS Monster Rd(SB) Monster Rd(NB) ENTRANCE thru right left thru left right ' UNADJUSTED VOLUMES 23 3 11 61 14 57 PEAK HOUR FACTORS .90 .90 .90 .90 .90 .90 PHF ADJUSTED VOLUMES 26 3 12 68 16 63 PCE ADJUSTED VOLUMES 26 3 12 , 68 16 64 CAPACITY ANALYSIS ENTRANCE LEFT TURN RIGHT TURN • Conflicting Flow: 107 vph 27 vph Critical Gap: 6.8 seconds • 5.7 seconds Headway Gap: 3.4 seconds 2.6 seconds Potential Capacity: 910 pcph 1339 pcph Capacity Adjustment Factor due to Impeding Movements: 0.99. - Movement Capacity: 903"pcph 1339 pcph LEFT TURN FROM Monster Rd(NB) Conflicting Flow: 29 vph Critical Gap: . 5.1 seconds Headway Gap: . 2.1 seconds • • Potential Capacity: 1659 pcph Movement Capacity: 1659 pcph Probability of Queue Free State: (exclusive) 99.3% . Probability of Queue Free State: (shared) 99.2 - SHARED LANE CAPACITY AND LEVEL OF SERVICE ANALYSIS X indicates shared lanes Shared Movements Volume Capacity Capacity DELAY Level Of Service X Left From ENTRANCE . 16 903 1221 3.2 A-Little Delay Ave Delay . 3.2 sec. X Right From ENTRANCE 64 1339 1221 3.2 A-Little Delay X Left From Monster Rd(NB) 12 1659 - 2.2 A-Little Delay 0.3 sec. • Average Total Delay for the entire intersection: 1.5 seconds , . . . LEFT TURN LANE WARRANTS ? , Taken from HRR 21 I ! . Monster Road and Entrance PM Peak Hour Advancing Volume: 72 vph . • ,- Opposing Volume: 26 vph • LT%: • 11/72= 15.3% Speed Limit: 35 mph , . . . . . . _ -i . ...• Grads.Unsignalited Intersections ,it Si At'Reg wslvi, 4- - -I-• 14 L•I. Leff Turns inVA :ff.III a gilEFIEVA 111•111 - - -—I--. '--r.- s•Stomp* Length Required ::,:. -I v-•40 mph . ;1111111 111 I ff.i .EIN::,E5: Mff.ti 111111111111N1111•11= --__ r._-: L • 5 % ." 1111111.A. g'i.. I • I 71 . • ! t1 • 1. 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I_ _ .±...' n• ...__L • • • i ''.: :e..sEMBEFZUMELMIE14, --;-• . : • • .-, , 1 E•cfA:.HEMEMIM.. s.,s.A..J.:.•k' 7:.t. - i -BEIM 17- 71. ?.. .._.! MO f;,,34, EgiEU:EM'aiWAigClg: , III i , 1 : .L. • . ::.,-,Arggl.FSZEDIEDE4:74:*:".:44 OA.FA ; I •i ; . : 1 1 _ _, ,,T-Rwarimoiliserzszcsaffirm MINIM Li__ ___i.! 1 .....• , _ r,--A'... %r., • ',A At Mt`' te:`,F.:s-,4. I ' .-I , • t ! t • • I : 0 KO. WM WM MM MM WM to. 000 IMQ WOO , VA esearciwe vetvre'IV...1 . . - . Figure 4. Warrant for left-turn storage lanes on two-lane highways. . : . LT LANE NoT NA/A g RA NTEp , . • • .• . . , • • , . • • LEFT TURN LANE WARRANTS Taken from HRR 211 Monster Road and Entrance AM Peak Hour Advancing Volume: 94 vph - Opposing Volume: 70 vph LT%: 60/94=64% ' Exceeds 40% graph limit I Speed Limit: 35 mph • • I I ^" 1. :'` ': , \ Grads,Umignaliz.d Intersections 4.-z :0 P i :.a'',X' 'K :rY;:a. L•% Lift Turns in VA • roe :Al a x S•Storogs L.angth R•quirtd at F".9"!k+ :RIM. \ . V•40� .s.io' i'r.�Fi. \ L•40X •Yrj: . fa0 ��Fy�,��,�9.,YkY�:" 'u`P::�C�91S5�`:M: Iv ` Go , .r.4Na Lek-Ives Lam .,A aeA :la V .::. . \ i e 5:�,tts �' ox JQ ,00 '> rY .. .V;5%nie -.x •'?\ IiJ•: t. nn' ,.„a'\ t.t,,n \. n.eN tom•: a . wo 800 -800 •00 000 000 no 000 wo COO ,we V, • •o•..c,..O Vouwc (•.., Figure 7. Warrant for left-turn storage lanes on two-lone highways. -- LT LANE NOT WARRANTED 00 -o26l `3) PRELIMINARY TECHNICAL INFORMATION REPORT , For Monster Road Office Renton, Washington %AA)NNG Project No. 99078 vE�-° F��Ec� 0 csrl- Prepared for: Ashton Development Company, LLC 16400 South center Parkway, Suite 502 Seattle, WA 98188 .0-R • ABF, ov Bikrit r -0, ,p 28454 O �� Fs FC/S S'0NA L ECG EXPIRES: OCT. 11, 2000 Prepared by: Pacific Engineering Design,Inc. 4800 S. 188th Street, Suite 360 Seattle,WA 98188 (206) 431-7970 February 15, 2000 ' n;x. TABLE OF CONTENTS SECTION SUBJECT 1.0 Proposed Project Description 2.0 Existing Condition 3.0 Off-site Analysis 4.0 On-site Detention and Conveyance analysis 5.0 On-site Water Quality Analysis Appendices A Vicinity Map B Pre and post developed conditions map C Drainage Calculations D Agreement for Regional Detention Facility E Geo-technical Report F Wetland Delineation Report 1.0 Proposed Project Description: The project site is an irregular shaped parcel located in the Southwest Quarter of Section 13, Township 23 North, Range 4E (Tax Parcel # 24234- 9123). The parcel is 8.51 acres in size, however, only the westerly 2.38 acres is proposed to be developed. The project is accessed via Monster Road. The project will construct a 25,000 square foot two-story office building over parking garage. Approximately 37,500 square feet of pavement and sidewalk surfaces will be created. The proposal will generate a total of 65 parking spaces around the new building. Furthermore, this development will provide full frontage improvements along Monster Road. The .improvements include pavement widening, curb/gutter, sidewalk, street lighting and landscaping in accordance with City of Renton development standards. The storm run-off from the new impervious surfaces will be collected and conveyed to a grass-lined swale for water quality treatment. Per City of Renton Development Requirements, King County Drainage Manual was used to size the swale to treat the 2-year 24 hours Storm flow with adequate provisions to convey the 100 year 24 hours storm event without overtopping. The treated storm water will be released to an existing wetland/regional detention facility north west of the developed portion of the site. Because of an existing agreement to utilize the existing regional detention facility, the project is not required to provide additional storm water detention. 2.0 Existing Conditions: The parcel is 8.51 acres in size and generally slopes to the north. Grades vary from 10 to 60%. Existing vegetation includes trees and low laying shrubs. Other than the existing wetland (2.07 acres in size), a regional detention facility is located in the northwest portion of the site. There are no drainage improvements on the property. The site exhibits good drainage patterns. The soil on site consists of dark brown sandy silt with high organic content. Immediately underlying this surface material, a weathered sandstone layer. Underlying this upper weathered sandstone is a clay stone with interbeds of sandstone and siltstone layer. The site generally slopes in the northwesterly direction. The preponderance of the site drains via sheet flow down slope to the low area just northwest of the site. Any concentrated flow will ultimately drain into the existing wetland/regional detention area northwest of the proposed developed area. A small portion of the site usually drains towards Monster Road and enters an existing conveyance system, which flows west. 3.0 Off-site Analysis: The site currently receives some off-site sheet flow from an off-site area north of the site. This area is approximately 0.57 acres, which is close to a Metro Reservoir at the top of the hill. Currently, run-off will sheet flow slowly and will ultimately drain into the regional detention facility at the northwest corner of this property. Under our proposal, this flow will be intercepted by the project's conveyance system. It will then conveyed to the existing wetland/regional detention facility. 4.0 On-site Detention and Conveyance Analysis: As was mentioned before, this project is not required to provide detention because a regional facility, in the northwest portion of the property, was designed to provide detention for 25.5 acres of which Parcel 4B was supposed to contribute 2.24 acres of impervious surface area. The proposed development will contribute only 1.15 acres of impervious area. Since this proposal leaves a balance of 1.09 acres of unused impervious area, it is within the tolerance of the conditions set for the original detention facility. The conveyance system will be designed in accordance with the King County Drainage Manual, which requires the conveyance of the 25year 24- hour storm event. 5.0 On-site Water Quality Analysis: Using "Waterworks" hydrology software, which employs Santa Barbara Urban Hydrograph methodology and SCS type 1 A rainfall distributions, on- site and off-site storm flows for the development are modeled and the results are as follows: 1. Run-offs from both the on-site and off-site areas for the 2-year storm event =on-site flow + off-site flow =0.71 + 0.04= 0.75 cfs. 2. Run-offs from both the on-site and off-site areas for the 100-year storm event=on-site flow + off-site flow=1.70 + 0.31= 2.01 cfs. Site run-off is treated using a bio-filter swale installed upstream of the regional detention facility. This facility consists of 248 lineal feet of grass- lined swale, which is designed to filter out pollutants from the 2-year storm flow (Calculated Q2y=0.75 cfs). Additional capacity is provided to enable conveyance of up to 100-year storm flow (Calculated Q100yr=2.01 cfs). "Civil Tools" software utility for man-made channels was used for sizing a swale cross section which is trapezoidal in shape, has side slopes of 3:1 and a flow path slope of approximately 1.00%. The utility determined that a 3.5- _ foot flat-bottomed swale with a minimum depth of 1.45 feet is needed (Resultant 2-yr storm flow depth = 0.41' and 100-yr storm depth of 0.74'). Therefore, depth required=0.41'+1.00'=1.41' say 1.45' minimum. APPENDIX A ' UT ' ' OIF R ENTOI • VICINITY MAP N . T. S. /PG -2 \ y2 o S. 143RD ST. 37 •• z SITE ` ,�� c:f:p. ' � o � MONSTER �P� INTERSTATE 405 . _ � ROAD GRP10 �`( V - ,.;. *Iribb < 0 v —+ r r r rrt T, z 0 v _ -< v -c -t o PACIFIC ENGINEERING DESIGN .-ANC. CIVIL PLANNING APPENDIX B • P Ii1; i r 1 n i; Oill--- .. ‘, .\ ••\ 1j gi jig! 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Joe--/I f0A/Sr7P A/) OFF/GE G/.,� 991-078 CIVIL ENGINEERING AND PLANNING CONSULTANTS SHEET NO. 22 OF / CALCULATED BY 1 i/•/1`• DATE /—3/-ate ........ .... .... .booaf...:......._0.F.........G1/A40EG......PGDbr;,........ ....... ... .... ..5...._._.. 0. 5./ . ..: .........; .. ... .... :... ., .. ..... r.........�......_LI�/A/6. ....n'4r6 /oekS.......S.d `i'Gr/r4 ......(4/_Tff.. Qi2yR i .-= ! PoiviStr‘.. • " • • • Nfx z-.. S.TEP.....IA...._...77J ... f`, ' . . ....is ........a .... ...DG sic :...,4. p.v r.E . 6E4z--.._14110 .42WT/.QL....Pf9/I /yl477 ...:......... ............_.......... ....(Z 5Pr_))..... 0- 5.......fe). . <.;//S'i✓li....,/Q77i4Cu/6Z ..t46;46...4..`'.. .._...bu ry..... .. :......................;....,....<.:...:.............................:...:. _.....................;..........................:..........=...1.........SLl.G4l6.....bEPT.41 $ETKJEF{/....RIJ .L......./fi✓Q........_................. 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PACIFIC ENGINEERING DESIGN INC. = J°8 /y/o/�ST _ , ) /5 CIVIL ENGINEERING AND PLANNING CONSULTANTS /� �1-�� SHEET NO. y� OF_ / f CALCULATED BY i�/� GATE GT.�� ` ........ .y ...DE p o...l... v_s40°6 .. -re........ quo w,.N ........ f -A M.�.T* .:..S......-Z'o...F/ 6 - ..-.._L/�!j.,p.......Sul.4-.GE........:......................... ...7 Uy4.Ll.z Q O. = G ............./.:)....7,--........;...ICJ .... ............... .... • :..................... ...... .............................5,4-/..... ./;....4s........., 4800 S. 1 BBTH ST., SUITE 3BD, SEATTLE, WASHINGTON BB 1 8B 20B/431-7870 FAX/431-7!=7F � PAcimc ENGINEERING DESIGIN INC_ Jos M�A{�r�m� CENGINEERING ^^� c*o/*'~ /wp mvp pu`wwwo �owsu�xwr� --- ^~ SHEET NO. OF ^ CALCULATED BY DATE ! _� _ __�_ ! __ __ ___'___|__\� _ ...| � ! � - ' ' -- |- -'--'| ' . 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SeAnLE. vuASmwGTom 9B 1 BEI PnP/4sI'7P7171 FAXmR1'79175 ICING COUNTY, WA .. rIINGTON, SURFACE WATER DESIGN MANUAL r. o The velocity of runoff through the biofiltration swale or filter strip for the maximum conveyance capacity design flow rate (see Core Requirement #4, Section 1.2.4) shall not exceed 5 feet per second. Design Flow Depth o Biofiltration swales shall be designed using a design flow depth at the biofiltration design flow rate by assuming a winter design height of vegetation as shown in Table 4.6.4A. TABLE 4.6.4A DESIGN FLOW DEPTH BY TYPE OF VEGETATION Type of Vegetation Winter Design Height Design Flow Depth Urban (lawns) 3 inches 1 inch Rural (natural areas) 6 inches 4 inches Wetlands (wet areas) 10 inches 8 inches Design Process Biofiltration Swales 1. Compute the biofiltration design flow rate. 2. Determine the preliminary route and actual slope. 3. Compute the bottom width of the swale based on the proposed vegetation type and side slopes (3 to 1 preferred). 4. Check the velocity at the biofiltration design flow rate (Ignore the check dams and use the actual swale slope). If in excess of 1 .5 feet per second, re-design the swale by decreasing the actual swale slope, stepping down the slope by dividing the swale into segments, or increasing the width. 5. If the swale length must be less than 200 feet in length, compute the surface area of the design water surface at the biofiltration design flow rate and widen the shortened swale to provide an equivalent surface area. 6. Use the conveyance capacity maximum design flow rates and establish the required swale depth to provide adequate freeboard. 7. Check the maximum velocity in the swale at the maximum design flow rate (Ignore the check dams when computing the maximum velocity.) If greater than 5 feet per second re-design the swale by decreasing the actual swale slope, stepping down the slope by dividing the swale into segments, or increasing the width. Filter Strips cz„._ 1 . Compute the required width of the filter strip by calculating the.-4ength of of tributary unit area of impervious surface per one foot length of strip and multiplying times 0.23 feet. 2. Determine the preliminary design of the filter strip. 3. Size the swale at the toe of the filter strip to convey the maximum design flow rates from the area tributary to the filter strip. 4.6.5 COALESCING PLATE OIL/WATER SEPARATORS Coalescing plate oil/water separators are used to effectively remove oil and grease from surface water. They operate by using differential gravity separation of particles that have a different density than water. Particles of higher density than water (such as sediments) will settle down to the bottom, while particles with a lower density than water (such as oils) will rise to the top. Once separated from the water column the particles of interest can be removed. The most effective separator designs employ a series of parallel inclined plates that shorten the distance particles have I1. 4.6.5-1 11/92 1/31/00 2 : 11 : 15 pm Pacific Engineering Design Inc page 1 BASIN SUMMARY BASIN ID: OFF-SITE NAME : OFF-SITE TRIBUTORY AREA (2YR) SBUH METHODOLOGY TOTAL AREA • 0 . 57 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 1 . 95 inches AREA. . : 0 . 57 Acres 0 : 00 Acres TIME INTERVAL 10 . 00 min CN • 81 . 00 98 . 00 TC • 22 . 54 min 5 . 74 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 135 . 00 ns : 0 .4000 p2yr: 1 . 95 s : 0 . 0600 impTcReach - Sheet L: 100 . 00 ns : 0 . 0110 p2yr: 1 . 95 s : 0 . 0600 impTcReach - Shallow L: 40 . 00 ks :27 . 00 s : 0 . 0100 impTcReach - Channel L: 800 . 00 kc :42 . 00 s : 0 . 0050 PEAK RATE : 0 . 04 cfs VOL: 0 . 03 Ac-ft TIME: 490 min BASIN ID: OFFSITE1 NAME: OFF-SITE TRIBUTORY AREA (100Y) SBUH METHODOLOGY TOTAL AREA • 0 . 57 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 95 inches AREA. . : 0 . 57 Acres 0 . 00 Acres TIME INTERVAL 10 . 00 min CN • 90 . 00 98 . 00 TC • 22 . 54 min 5 . 74 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 135 . 00 ns : 0 .4000 p2yr: 1 . 95 s : 0 . 0600 impTcReach - Sheet L: 100 . 00 ns : 0 . 0110 p2yr: 1 . 95 s : 0 . 0600 impTcReach - Shallow L: 40 . 00 ks : 27 . 00 s : 0 . 0100 impTcReach - Channel L: 800 . 00 kc :42 . 00 s : 0 . 0050 PEAK RATE : 0 . 31 cfs VOL: 0 . 14 Ac-ft TIME : 480 min BASIN ID: ON-SITE NAME : PAVED AREAS&LANDSCAPE (2YR) SBUH METHODOLOGY TOTAL AREA • 2 . 38 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 1 . 95 inches AREA. . : 1 . 23 Acres 1 . 15 Acres TIME INTERVAL 10 . 00 min CN • 90 . 00 98 . 00 TC • 12 . 82 min 5 . 74 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 100 . 00 ns : 0 . 1500 p2yr: 1 . 95 s : 0 . 0600 TcReach - Shallow L: 40 . 00 ks : 27 . 00 s : 0 . 0100 TcReach - Channel L: 800 . 00 kc :42 . 00 s : 0 . 0050 impTcReach - Sheet L: 100 . 00 ns : 0 . 0110 p2yr: 1 . 95 s : 0 . 0600 impTcReach - Shallow L: 40 . 00 ks :27 . 00 s : 0 . 0100 impTcReach - Channel L: 800 . 00 kc :42 . 00 s : 0 . 0050 PEAK RATE : 0 . 00 cfs VOL: 0 . 00 Ac-ft TIME: 0 min 1/31/00 2 : 11 : 15 pm Pacific Engineering Design Inc page 2 BASIN SUMMARY BASIN ID: ON-SITE1 NAME : PAVED AREAS&LANDSCAPE (100YR) SBUH METHODOLOGY TOTAL AREA • 2 . 38 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 3 . 95 inches AREA. . : 1 . 23 Acres 1 . 15 AcreE TIME INTERVAL 10 . 00 min CN • 90 . 00 98 . 00 TC • 12 . 82 min 5 . 74 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 100 . 00 ns : 0 . 1500 p2yr: 1 . 95 s : 0 . 0600 TcReach - Shallow L: 40 . 00 ks :27 . 00 s : 0 . 0100 TcReach - Channel L: 800 . 00 kc :42 . 00 s : 0 . 0050 impTcReach - Sheet L: 100 . 00 ns : 0 . 0110 p2yr: 1 . 95 s : 0 . 0600 impTcReach - Shallow L: 40 . 00 ks :27 . 00 s : 0 . 0100 impTcReach - Channel L: 800 . 00 kc :42 . 00 s : 0 . 0050 PEAK RATE : 1 . 70 cfs VOL: 0 . 65 Ac-ft TIME: 480 min Manning's n range B. Earth, fairly uniform section: 1. No vegetation 0.022-0.025 2. Grass, some weeds 0.025-0.030 3. Dense weeds or aquatic plants in deep channels 0.030-0.035 4. Sides clean, gravel bottom 0.025-0.030 5. Sides clean, cobble bottom 0.030-0.040 C. Dragline excavated or dredged: 1. No vegetation 0.028-0.033 2. Light brush on banks 0.035-0.050 D. Rock: 1. Based on design section(riprap) (see 4-6) 0.035 2. Based on actual mean section: a. Smooth and uniform 0.035-0.040 b. Jagged and irregular 0.040-0.045 E. Channels not maintained, weeds and brush uncut: 1. Dense weeds, high as flow depth 0.08-0.12 2. Clean bottom, brush on sides 0.05-0.08 3. Clean bottom, brush on sides,highest stage of flow 0.07-0.11 4. Dense brush, high stage 0.10-0.14 IV. Highway Channels and Swales With Maintained Vegetation (values shown are for velocities of 2 and 6 fps) A. Depth of flow up to 0.7 foot: 1. Bermudagrass, Kentucky bluegrass, buffalograss: a. Mowed to 2 inches 0.07-0.045 b. Length 4 to 6 inches 0.09-0.050 2. Good stand, any grass: a. Length about 12 inches 0.18-0.09 b. Length about 24 inches 0.30-0.15 3. Fair stand, any grass: a. Length about 12 inches 0.14-0.08 b. Length about 24 inches 0.25-0.13 B. Depth of flow 0.7-1.5 feet: I. Bermudagrass, Kentucky bluegrass, buffalograss: a. Mowed to 2 inches 0.05-0.035 b. Length 4 to 6 inches 0.06-0.04 2. Good stand, any grass: - a.: Length about 12 inches 0.12-0.07 b. Length about 24 inches 0.20-0.10 3. Fair Fair stand, any grass: a. Length about 12 inches 0.10-0.06 b: Length about 24 inches 0.17-0.09 V. Street and Expressway Gutters A. Concrete gutter, troweled finish 0.012 B. Asphalt pavement: 1. Smooth texture 0.013 2. Rough texture 0.016 C. Concrete gutter with asphalt pavement: 1. Smooth 0.013 2. Rough 0.015 D. Concrete pavement: 1. Float finish 0.014 2. Broom finish 0.016 3. Street gutters 0.015 E. For gutters with small slope, where sediment may accumulate, increase above values of n by 0.002 VI. Natural Stream Channels A. Minor streams (surface width at flood stage less than 100 ft): 1. Fairly regular section: a. Some grass and weeds, little or no brush 0.030-0.035 b. Dense growth of weeds, depth of flow materially greater than weed height 0.035-0.05 • May 1989 2 MAN-MADE CHANNELS VARIABLES LIST: Y - FLOW DEPTH B - CHANNEL BOTTOM WIDTH S - CHANNEL SLOPE Q - FLOWRATE M - CHANNEL SIDE SLOPE N - CHANNEL ROUGHNESS VARIABLE TO BE SOLVED (Y,Q, B,M, S OR N) ? B Y (FT) ? 0 . 5 RESULTS Q (CFS) ? 0 . 75 -we--- M (FT/FT) ? 3 B= 3 . 36 FT S (FT/FT) ? 0 . 02 A= 2 . 43 SF N (FTA1/6) ? 0 . 35 P= 6 . 52 FT r ti�,r V= 0 . 31 FPS G . r r F= 0 . 09 SUB-CRITICAL FLOW • <Shift> <Prt Sc> print <Return> repeat <Space Bar> back to menu MAN-MADE CHANNELS VARYABLES LIST: Y - FLOW DEPTH B - CHANNEL BOTTOM WIDTH S - CHANNEL SLOPE Q - FLOWRATE M - CHANNEL SIDE SLOPE N - CHANNEL ROUGHNESS VARIABLE TO BE SOLVED (Y,Q,B,M, S OR N) ? Y Q (CFS) ? 2 . 01 �OOyR �� RESULTS B (FT) ? 3 . 5 M (FT/FT) ? 3 Y= 0 . 70 FT S (FT/FT) ? 0 . 01 A= 3 . 91 SF N (FTA1/6) ? 0 . 18 P= 7 . 92 FT V= 0 . 51 FPS F= 0 . 13 SUB-CRITICAL FLOW <Shift> <Prt Sc> print <Return> repeat <Space Bar> back to menu MAN-MADE CHANNELS VARIABLES LIST: Y - FLOW DEPTH B - CHANNEL BOTTOM WIDTH S - CHANNEL SLOPE Q - FLOWRATE M - CHANNEL SIDE SLOPE N - CHANNEL ROUGHNESS VARIABLE TO BE SOLVED (Y,Q,B,M, S OR N) ? Y 25 Q B. ,Tat.re1 Q (CFS) ? 0 . 75 -:A RESULTS _ B (FT) ? 3 . 50 M (FT/FT) ? 3 Y= 0 .41 FT S (FT/FT) ? 0 . 01 A= 1 . 95 SF N (FT'1/6) ? 0 . 18 P= 6 . 11 FT V= 0 .38 FPS F= 0 . 12 SUB-CRITICAL FLOW <Shift> <Prt Sc> print <Return> repeat <Space Bar> back to menu APPENDIX D • • RECORDED AT THE REQUEST OF AND AFTER RECORDING RETURN TO: GARTH A. SCHLEMLEIN, Esq. FLOYD & SCHLEMLEIN, P. S . 2505 Third Avenue, Suite 300 Seattle, WA 98121 REGIONAL DETENTION FACILITY PUMP STATION AGREEMENT AND RECIPROCAL EASEMENTS This Regional Detention Facility Pump Station Agreement and Reciprocal Easements ("Agreement") is made as of this day of , 1995 by and among the Seattle Area Plumbing and Pipefitting Apprentice and Journeyman Training Trust ( "Trust") , Eland Building Limited Partnership ("Eland") , Jefferson Smurfit Corporation ("JSC") , B & G Partnership ("B&G") , and King County Department of Metropolitan Services ( "Metro") . • • • RECITALS • A. Eland, JSC, Trust, B&G, and Metro own parcels of real • property located adjacent to or near each other in King County, Washington, described respectively in Exhibit A (the "Eland Property") , Exhibit B (the "JSC Property") , Exhibit C (the "Trust Property" ) , Exhibit D (the "B&G • Property") , Exhibit E (the "Metro Property") (all of the foregoing are collectively referred to herein as the "Properties" ) . B. Surface water runoff from the Properties drains into portions of the -Trust Property and the Eland Property, including a detention pond located on the Trust Property (hereinafter referred to as the "Detention Pond") . . C. As a result of the volume of surface water runoff from the Properties during certain storm events, water col- lected in the Detention Pond overflows onto portions of the Eland Property and the Trust Property. D. In order to allow for future development, and to pre- vent further overflow, it is necessary to design, con- struct, and maintain a Regional Detention Facility and Pump Station, together with all appurtenances, pipes and easements (the "System") , which will evacuate water from the Detention Pond when it reaches a .certain level. The parties hereto desire to jointly fund the design, • construction and maintenance of the System in accordance with the . 173640.4 5/17/95 10:1S,m -1- parameters set forth by the City of Renton and the terms of this Agreement. NOW, THEREFORE, it is agreed: CONSTRUCTION AND MAINTENANCE OF SYSTEM 1. Trust Supervision. The Trust shall perform the following duties: (a) The Trust shall supervise, manage and pay all costs and expenses (subject to the right to reimbursement as provided in Section 2 (a) below) in connection with the design and construction of the System. Without limiting the generality of the foregoing, the Trust shall cause all permits and easements necessary for the System to be obtained, shall cause the prepara- tion of all construction documents and plans , shall cause the competitive bidding of all major portions of the work, and shall cause the System to be constructed and completed in a good and workmanlike manner in accordance with all applicable governmental requirements . The design and construction of the System shall be in substantial accordance with the Bush, Roed b_ Hitchings , Inc . proposal dated December 22 , 1994 . The estimated budget for the design and construction of the System is set forth in Exhibit F' • hereto. (b) After completion of construction of the System, the Trust shall cause the System to remain in good operating condition and shall cause all maintenance, repair and necessary reconstruction of the System from time to time to be accom- plished. The Trust shall pay all such costs and expenses (sub- • ject to the right to reimbursement as provided in Section 2 (b) below) . (c) The Trust shall maintain all accounts , con- struction ,records and operating data and allow access to all parties upon reasonable notice. (d) The Trust shall distribute invoices to the parties for the payments required under Section 2 below not less than twenty (20) days prior to the respective payment date. The invoices will be accompanied with copies of invoices from con- tractors, suppliers and other vendors substantiating the request for payment. (e) The Trust shall perform its duties and obligations herein in good faith with reasonable diligence and care . The Trust shall be paid no compensation or fee for any of its ser- vices hereunder. It is understood that the Trust may contract • with consultants and contractors in connection with the per- formance of its duties hereunder. 173640.4 5/17195 10:15am -2- ' 2 . Payments by Parties. (a) With respect to the costs and expenses of design, construction, permitting, obtaining necessary easements and all portions of the work in constructing the System as generally ` described in Section 1 (a) , the parties shall reimburse the Trust for such aggregate costs and expenses as follows: B&G: Balance of aggregate costs and expenses JSC: 5% of aggregate costs and expenses Metro: - 5% of aggregate costs and expenses Eland: $25 , 000 lump sum payment Trust: 30% of aggregate costs and expenses Eland shall pay $5, 000 upon the execution of this agreement and the balance upon completion of the System. The Trust shall invoice the other parties on a monthly basis upon accrual of expenses . All invoices shall be due within thirty (30) days of receipt. Overdue payments shall bear interest at twelve percent (12%) per annum from the due date. (b) With respect to the costs and expenses of operat- ing, repairing and any necessary reconstruction of the System after completion thereof as generally described in Section 1 (b) , the parties shall reimburse the Trust as follows : B&G: 35% of aggregate costs and expenses JSC: 5% of aggregate costs and expenses Eland: 30% of aggregate costs and expenses Trust: 30% of aggregate costs and expenses Metro shall have no obligation for the costs and expenses of operating, maintaining, repairing and any necessary recon- struction of the System. The Trust shall-•,invoice the other parties not more often than twice per calendar year for these costs and expenses and all invoices shall be due within thirty (30) days of receipt. Overdue payments will bear interest at twelve percent (12%) per annum. 3 . Reciprocal Easements . In consideration of the mutual promises set forth herein, for other good and valuable considera- tion, receipt is which is hereby acknowledged, Eland and the Trust hereby grant and convey to each other and to the other parties hereto, a nonexclusive, perpetual easement along, in, upon and under the Trust Property and the Eland Property in the locations as legally described on the attached Exhibits G and Exhibit H, respectively, and as depicted on the sketch attached hereto as Exhibit I (the "Easement Areas") , for the purpose of installing, constructing, operating, maintaining, repairing and replacing the System, together with nonexclusive rights of ingress and egress to and from the Easement Areas for said pur- poses. Eland and the Trust may use the surface of the Easement Areas granted herein for any purpose which is not inconsistent 173610.4 5117t95 10:154m "' -3- with installing, constructing, operating, maintaining, repairing and replacing the System. 4 . Insurance. The Trust shall require all parties per- forming the work on the System to provide a Certificate of Insurance naming the parties hereto as additional insureds . The level and scope of insurance shall be set at commercially reason- able limits depending upon the type and scope of services or goods provided. 5 . Operator. Except as otherwise provided in para- graph 6 (c) , the Trust shall be designated the Operator and Permittee of the System. 6 . General Provisions. (a) Bindina Effect. The covenants contained in this Agreement shall run with the land and shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns . (b) Enforcement. In the event of a breach of any of the covenants or agreements set forth in this Agreement, the parties hereto shall be entitled to any and all remedies avail- able at law or in equity, including but not limited to the equit- able remedies of specific performance or mandatory or prohibitory injunction issued by a court of appropriate jurisdiction. The parties hereto agree that in the event it becomes necessary for any party to defend or institute legal proceedings as a result of the failure of either party to comply with the terms , covenants , agreements and/or conditions of this Agreement, it is understood and agreed that the prevailing party in such litigation shall be entitled to be reimbursed for all costs incurred or expended in connection therewith., including, but not limited to, reasonable attorneys' fees (including appellate fees-) and court costs . If any of the parties fails to make the payments to the Trust set forth in Section 2 within thirty (30) days after the due date, the Trust shall have the right impose a lien upon the real property of such defaulting party which shall become effective upon recording a notice in the recording records of King County, Washington, stating the amount due and the - legal description of the defaulting party' s property. Such lien may be enforced and foreclosed by the Trust by an action in like manner as a mortgage of real property. (c) Amendment. This Agreement may not be modified, amended or terminated without the prior written approval of the parties hereto. Provided, however, if the Trust or its successor or assign ceases to exist or otherwise fails after written notice from any party for a period of ninety (90) days to perform the duties set forth in Section 1, the parties other than the Trust by a vote of such parties obligated to make not less than fifty percent (50%) of the reimbursement payments set forth in 173640.4 917/95 10:15am -4- • Section 2 (b) may elect another person or party to perform the duties set forth in Section 1. In connection with such replacement, the approving parties may amend or modify this Agreement as may be reasonably necessary to accomplish the purposes of this Agreement. (d) Waiver. No waiver of any of the provisions of this Agreement shall be effective unless it is in writing and signed by the party against whom it is asserted, and any such written waiver shall only be applicable to the specific instance to which it relates and shall not be deemed to be a continuing or future waiver. • (e) Captions. The captions and paragraph headings contained in-this Agreement are for convenience and- reference only and in no way define, describe, extend or limit the scope or intent of this Agreement, nor the intent of any provision hereof. (f) Counterparts . This Agreement may be executed in counterparts, and each counterpart hereof shall be deemed to be • an original instrument, but such counterparts together shall • constitute but one Agreement. DATED as of the day and year first above written. TRUST: SEATTLE AREA PLUMPING & PIPEFITTING APPRENTICE AND JOURNEYMEN TRAINING TRUST / . BY ./ . ?. t/-./// ''-Its ' m/�//Jli%1 ELAND: ELAND UILDING LIMITED PARTNERSHIP By : M nster R ad Building Corp. , • s g ne '1 p rtner By {� � -- I s JSC: JEFFERSON SMURFIT CORPORATION By Its B&G: B & G PARTNERSHIP By Its 173bA.3 3r28/95 10:3s.m -5- Section 2 (b) may elect another person or party to performs the duties set forth in Section 1. In connection with such replacement, the approving parties may amend or modify this • Agreement as may be reasonably necessary to accomplish the purposes of this Agreement. (d) Waiver. No waiver of any of the provisions of • this Agreement shall be effective unless it is in writing and signed by the party against whom it is asserted, and any such written waiver shall only be applicable to the specific instance to which it relates and shall not be deemed to be a continuing or future waiver. (e) Cautions. The captions and paragraph headings contained in this Agreement are for convenience and reference only and in no way define, describe, extend or limit the scope or intent of this Agreement, nor the intent of any provision hereof . (f) Counterparts. This Agreement may be executed in counterparts, and each counterpart hereof shall be deemed to be an original instrument, but such counterparts together shall constitute but one Agreement. DATED as of the day and year first above written. • TRUST: SEATTLE AREA PLUMPING & PIPEFITTING APPRENTICE AND JOURNEYMEN TRAINING TRUST By Its ELAND: • ELAND BUILDING LIMITED PARTNERSHIP By Its JSC: JEFFERSON SMURFIT CORPORATION By C-24' (.1...4._<_ Its B&G: B & G PARTNERSHIP • By Its 173640.3 3n8/95 I0:35■m •- -5- Section 2 (b) may elect another person or party to perform the duties set forth in Section 1. In connection with such replacement, the approving parties may amend or modify this Agreement as may be reasonably necessary to accomplish the purposes of this Agreement. (d) Waiver. No waiver of any of the provisions of -_- this Agreement shall be effective unless it is in writing and • signed by the party against whom it is asserted, and any such written waiver shall only be applicable to the specific instance to which it relates and shall not be deemed to be a continuing or future waiver. • (.e) Captions. The captions and paragraph headings • • - contained in this Agreement-are for convenience and reference . only and in no way define, describe, extend or limit the scope or intent of this Agreement, nor the intent of any provision hereof. •:i (f) Counterparts . This Agreement may be executed in counterparts, and each counterpart .hereof shall be deemed to be an original instrument, but such counterparts together shall constitute but one Agreement. DATED as of. the day and year first above written. . TRUST: SEATTLE AREA PLUMPING & PIPEFITTING • APPRENTICE AND JOURNEYMEN TRAINING TRUST • By. Its ELAND: ELAND BUILDING LIMITED PARTNERSHIP • • By Its • JSC: JEFFERSON SMURFIT CORPORATION • • By Its B&G: B & G NERSHIP Its -6 2v1,—/-,e4L P�1 / I736-10.3 3/28/95 10:35= -5- METRO: KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES By Its ""112. • • 173640,4 5/17/95 10:15 ira -6- STATE OF WASHINGTON ) ss . COUNTY OF k-` ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that said person signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the of SEATTLE AREA PLUMBING AND PIPEFITTING APPRENTICE AND JOURNEYMEN TRAINING TRUST, a trust, to be the free and voluntary act of such trust for the uses and purposes mentioned in the instrument. Dated this IS day of e-1 , 1995 . (Sigo.anuc of Naury) (Logibty Prim or 4.R'p Nacre of Noury) Notary public in and for the state of Washington, residing at = 1aa-%,-- - My appointment expires STATE OF WASHINGTON ) ss . COUNTY OF K; ,) c, ) ' I certify that I know or have satisfactory evidence that $ ; d (cj, j,,.,a/ J,2 is the person who appeared before me, and said person 'acknowledged that. said person signed this instrument, on oath stated that. said person was authorized to. execute the instrument and acknowledged it as -the the &r 7,e/( of ELAND BUILDING LIMITED PARTNERSHIP, a partnership, to be the free and voluntary act of such partnership for the uses and purposes mentioned in the instrument. Dated this iI day of ; /2 L 1995 . (Siga.oirc of Noury) X (C grot), ?riot or Swop Nam of Noury) Notary public in and for the state of Washington, residing at SEA/7tA My appointment expires /y/-- 1 / y 5 173640.3 3RSf95 10:35am -7- STATE OF WASHINGTON ) ) ss. COUNTY OF KIr,;C, ) - I certify that I know or have satisfactory evidence that 1.10.Arr,o j;,a^n,,2E2, is the person who appeared before me, and said person acknowledged that said person signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the of JEFFERSON SMURFIT CORPORATION, a corporation, to be the free and voluntary act of such corporation for the uses and purposes mentioned in the instrument. Dated this ' day of , 1995 . / 0��EL' D �� 1 (si.r•r of Nay) G tt%utrr; Qv/ 0TA-o • 9 (L bty P'sa«s, a. ,N+ c.of Noury) N17. r" A Notary public in and for the state to, 2 Washington, residing at 7 • y s 540 O . c�O, WaSr�`.a`My appointment expires '-, • ► • ` �' 1 �'��fl}lltlaa STATE OF WASHINGTON ) ss. COUNTY OF ) I certify that I know or have satisfactory evidence that is -the person who appeared before me, and said person acknowledged that said person signed this instrument, on oath stated that said person .was authorized to execute the instrument and acknowledged it as the of B & G PARTNERSHIP, a partnership, to be the free and voluntary act of such partnership for the uses and purposes mentioned in the instrument. Dated this day of • , 1995 . • • • (Lagbty Prat or Su..�.N,rac of Noun) Notary public in and for the state of Washington, residing at My appointment expires • t;3640.3 31.28/95 10:35,a -- —8— STATE OF WASHINGTON ) ss. COUNTY OF ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that said person signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the of JEFFERSON SMURFIT CORPORATION, a corporation, to be the free and voluntary act of such corporation for the uses and purposes mentioned in the instrument. Dated this day of , 199 . (Signanuc of Notary) (Lcgbty Print or Swap Namc of Notary) Notary public in and for the state of Washington, residing at My appointment expires STATE OF WASHINGTON ) I/ ) ss. COUNTY OF V-1 1,101 ) I certify that I know or have satisfactory evidence that 5v U ce M• 51 U w,e is the person who appeared before me, and said person-acknowledged that said person: signed this instrument, on oath stated that saidperson ,,was authorized to execute the instrument and acknowledged it as the qeri, pctv4 he- of B & G PARTNERSHIP, a partnership, to be the free and voluntary act of such partnership for the uses and purposes mentioned in the instrument. Dated this �j vd day of MA , 1995 . ,.ttti• AE/(/%4 %' !C /a2,/, 1 " U •:.\.\' A No�9,j (Si;n.aair of Koury) ti pII J} Imo, p ; �� toHF->~'��i' �jlirl� Jfr � �it(� v56 � , rt^riq o O • i-' (Legibly Print or Sum,Name of Notary) cn Notary public in and for the state 7;,; 7t;: c ;�.� of Washington, residing at Sc -F- le ,� My appointment expires •S+t...tt` 32br95 10:35am -8- STATE OF WASHINGTON ) . ) ss. COUNTY OF ,�,yf,pr ) I cert' f that I know or have satisfactory evidence that � , is the person who appeared before me, and said person acknowledged that said person signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the Ks�c.e� 5�.1.t. of the KING COUNTY DEPARTMENT OF METROPOLITAN' SERVICES, a municipal corporation, to be the free and voluntary act of such municipal corporation for the uses and purposes mentioned in the . instrument. . Dated this �ji - day of -)ir�r, ,E-.. , 1995 . R,v_i4, ``%%%l t r a,,,,�� i L �l . T. ``:o-�\E.A. $o /fit�` : (S,ga.auc of Notary) � ,,'�`7 �9ce• • ! t fn/rA A)/ /'+';'.: U ) LC c� NOTARY (Legibly Print orp Namc of Ncuryl • PUBLIC ' Z E Notary public in and for the state ▪ (P• ��wG e cf .. A� of Washington, residing at Sc/4- rtE �.,,�F,WAs`��.�' My appointment expires .)JE a. 1555 . 173640.4 5/17/95 10:15 = -9- TO REGIONAL TENTION FACILITY PUMP STATION • AGREEMENT ANu RECIPROCAL EAS EMa TI`S PARCEL 2: Legal Description of the Eland Property THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, IN SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , IN KING COUNTY, WASHINGTON AND TEE SOUTHWEST QUARTER AND GOVERNMENT LOT 6 , SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , ALL IN KING COUNTY, WASHINGTON', MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMEENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24, IN 'SAID TOWNSHIP AND RANGE; THENCE NORTH 87°26'48" WEST, ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1,214.00 FEET TO TEE WESTERLY MARGIN OF COUNTY ROAD NO. 3, CHARLES - MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32°29'51" EAST, ALONG SAID WESTERLY MARGIN, 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256 . 48 FEET , AND ALONG SAID WESTERLY MARGIN 1139. 14 'FEET; THENCE SOUTH 01°24'51" EAST, ALONG SAID WESTERLY MARGIN, 268.00 FEET; THENCE SOUTH 88°35'09" WEST 436.55 FEET; THENCE SOUTH 02°3.1' 12" WEST 115.03 FEET; THENCE SOUTH 70°05' 34" WEST 95.47 FEET; TEiENCE SOUTH 88°37'17" WEST 105.38 FEET; THENCE NORTH 1°22-'40" WEST 437.90 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88°03'09" WEST 283.04 FEET; THENCE SOUTH 54°28'10" WEST 490.45 FEET TO TEE EASTERLY MARGIN OF TEE. CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY RIGHT-OF-WAY; THENCE NORTH 28°11'33" WEST ALONG SAID EASTERLY MARGIN„ 115.75 FEET; THENCE ON A CURVE TO TEE RIGHT HAVING A RADIUS OF 411.73 FEET AND ALONG SAID EASTERLY MARGIN 57.49 FEET; THENCE NORTH 20°'11 '33" WEST ALONG SAID EASTERLY MARGIN 156.01 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 523.68 FEET ANT ALONG SAID EASTERLY MARGIN 419.12 FEET TO A POINT ON A CURVE HAVING A RADIUS OF 667.96 FEET, THE RADIUS POINT OF • WHICH BEARS NORTH 6°57' 18" WEST; THENCE EASTERLY ALONG SAID CURVE 102.86 FEET; THENCE NORTH 83°41'02" EAST 60.83 FEET; THENCE NORTH 74°13' 19" EAST 47.60 FEET TO A POINT ON TEE SOUTHERLY MARGIN OF CHARLES MONSTER COUNTY ROAD SOUTHWEST, SAID POINT BEING ON A CURVE HAVING A RADIUS OF 238.99 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 17°19'04" EAST; THENCE EASTERLY ALONG SAID CURVE AND • - SOUTHERLY. MARGI-N 80.36 FEET; THENCE NORTH 88°03-' 09" EAST ,ALONG SAID SOUTHERLY ' MARGIN 470.93 -FEET; THENCE SOUTH 1°56'51" EAST ALONG SAID SOUTHERLY MARGIN 10.00 FEET; THENCE NORTH 88°03'09" EAST ALONG SAID SOUTHERLY MARGIN 26.53 FEET TO A POINT WHICH BEARS NORTH '1°22.'40" WEST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 1°22 '40" EAST 450. 00 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 450,000 'SQUARE FEET, MORE OR LESS. ,L,.Y'/'T'=_ BLUXE DISTRIBUTION FACILITY !P '.cJ " RENTON, WASHINGTON • �� 0 ••/ i, BAH JOB NO. 89219 .04 .% MARCH 22, 1990 ALH/SURV. 34 TO r 1ION?.L DETENTION F ACiUl'4. 1 PUMP STATIC._. AGREEMENT AND RECIPRICAL ..ASEMENTS Legal Description of the JSC Property • PARCEL 1: THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, IN SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, N.H. , IN KING COUNTY, WASHINGTON AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.H. , ALL IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24, IN SAID TOWNSHIP AND RANGE, THENCE NORTH 87°26'48" WEST, ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER. .121.4..00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8., CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS . STEEL HILL ROAD; THENCE SOUTH 32°29'51" EAST, ALONG SAID WESTERLY .MARGIN, 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET AND ALONG SAID WESTERLY MARGIN 139.14 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 1°24'51" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88°35'09" WEST 436.55 FEET; THENCE SOUTH 02°33'12" WEST 115.03 FEET; THENCE SOUTH 70°05'34" WEST -95.47 FEET; THENCE SOUTH 88°37'17" WEST 105.38 FEET; THENCE NORTH 1°22'40" WEST 887.90 FEET TO THE SOUTHERLY MARGIN-• OF OAKESDALE AVENUE. SOUTHWEST AS CONVEYED TO .THE CITY OF RENTON BY DEED UNDER.' RECORDER'S NO. 87'02100643, RECORDS OF SAID - COUNTY; THENCE NORTH 88°02'28" EAST ALONG SAID SOUTHERLY MARGIN 16.02 FEET; THENCE ON A CURVE TO THE RIGHT RAVING A RADIUS OF 524 .90 FEET AND ALONG SAID SOUTHERLY MARGIN 194.06 FEET; THENCE SOUTH 70°45 '53" EAST ALONG SAID SOUTHERLY MARGIN 147.08 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 842.73 - FEET AND ALONG SAID SOUTHERLY MARGIN -81.56 FEET; THENCE SOUTH 65°13'10" EAST ALONG SAID SOUTHERLY MARGIN 257.10 FEET TO THE WESTERLY MARGIN OF 72ND AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDER'S NO. 8702100643 RECORDS OF SAID COUNTY; THENCE ON A CURVE TO THE RIGHT RAVING A - RADIUS OF 45.00 FEET AND ALONG SAID--WESTERLY -MARGIN 70.69 FEET; THEN . SOUTH 24°46'50" WEST ALONG SAID WESTERLY MARGIN 24.57 FEET; THENCE ON A.CURVE TO THE .LEFT HAVING A RADIUS OF 180.00 FEET AND ALONG SAID WESTERLY MARGIN 82.35 FEET; THENCE SOUTH 1°05'23" EAST ALONG SAID WESTERLY MARGIN 81.81 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT ANY PORTION THEREOF LYING EASTERLY OF THE • CENTERLINE OF CHARLES MONSTER ROAD AS VACATED BY ORDINANCE NO. 4123 OF THE CITY OF RENTON AND RECORDED UNDER RECORDER'S NO. 8803070674, RECORDS OF SAID COUNTY. • \V• L. HI L'ff� /� BLUM.E DISTRIBUTION FACILITY ?14;(11�•`� 0 , "h, !i :! RENTON, WASHINGTON A.c jR.4 1 ; HRH JOB NO. 89219.06 t��r;, p I M1 • JUNE 6, 1990 `41111 ALH/ENG. 40 j co I. G1STEEz 4( 1,00 PUMP STAT. 1 AGREEMENT AND RECIPROCAL •ASEMENTS Legal Description of the Trust Property PARCEL 4-A: 7747( ice •.pia• 2u,?3,1— 9/ZZ THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24 , TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 24 ; THENCE NORTH 87°26'48" WEST, ALONG .THE NORTH LINE THEREOF 1, 214 . 00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 3 , CHARLES MONSTER ROAD SOUTHWEST ALSO KNOWN AS STEEL HILL ROAD NOW VACATED; THENCE SOUTH 32 ° 12 ' 33 " EAST, ALONG SAID WESTERLY MARGIN, 85. 47 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256 . 48 FEET, AND ALONG SAID WESTERLY MARGIN 139 . 14 FEET; THENCE SOUTH 01°24 '51" EAST, ALONG SAID WESTERLY MARGIN, 268 . 00 FEET; THENCE SOUTH 88 °35' 09" WEST 436.55 FEET; THENCE SOUTH 02°33 '12" WEST 115 . 03 FEET; THENCE SOUTH 70°05'34" WEST 95 .47 FEET; THENCE SOUTH 88°37 ' 17" WEST 105. 38 FEET; THENCE NORTH 1°22 '40" WEST 179 . 50 FEET TO THE CENTERLINE OF AN EASEMENT FOR RAILROAD SPUR LINE AS CONVEYED TO THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY BY DEED RECORDED UNDER -AUDITOR'S FILE NO. 5331102, RECORDS OF 'SAID COUNTY AND THE TRUE POINT OF BEGINNING; THENCE NORTH 1 ° 22 ' 40" WEST 258 . 40 FEET; THENCE SOUTH 88 °03 ' 08" WEST 283 . 40 FEET; THENCE SOUTH 54 °28'10" WEST 482 . 84 FEET TO THE CENTERLINE OF SAID RAILROAD SPUR LINE EASEMENT; THENCE SOUTH 27°09 ' 57" EAST ALONG SAID CENTERLINE 22 . 44 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 365 . 32 FEET , AND ALONG THE CENTERLINE OF SAID RAILROAD SPUR LINE EASEMENT 857 . 54 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 241 , 997 SQUARE FEET, MORE OR LESS . TOGETHER WITH AND SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES ACROSS THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, IN SECTION 24 , TOWNSHIP 23 NORTH, RANGE .4 EAST; W.M. , AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13 , - TOWNSHIP 23 NORTH, .RANGE 4 EAST, W.M. , ALL IN KING COUNTY, WASHINGTON, MORE PARTICULkRLY DESCRIBED AS FOLLOWS : COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24 , IN SAID TOWNSHIP AND RANGE, THENCE NORTH 87°26 ' 48" WEST, ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1214 . 00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8 , CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32 °29 '51" EAST, ALONG SAID WESTERLY MARGIN, 8 5 . 3 4 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256 . 48 FEET AND ALONG SAID WESTERLY MARGIN 139 . 14 FEET; THENCE SOUTH 1 °24 ' 51 " EAST ALONG SAID WESTERLY MARGIN 268 . 00 FEET; THENCE SOUTH 88 °35' 09" WEST 436 . 55 FEET; THENCE SOUTH 02°33 ' 12" WEST 115 . 03 FEET; THENCE SOUTH 70°05 '34" WEST 95 . 47 FEET; THENCE SOUTH 88°37 ' 17" WEST 90 . 38 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 1°22 ' 40" WEST 888 . 05 FEET 1 PARCEL 4—A CONT'D TO THE SOUTHERLY MARGIN OF OAKESDALE AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED UNDER RECORDER'S NO. 8702100643 , RECORDS OF SAID COUNTY; THENCE SOUTH 88°02 '28" WEST ALONG SAID SOUTHERLY MARGIN 30.00 FEET; THENCE SOUTH 01°22 '40" EAST 470 . 00 FEET; THENCE SOUTH 29 °35'10" WEST 29 . 15 FEET; THENCE SOUTH 01°22 '40" EAST 40.00 FEET; THENCE SOUTH 20°25 '25" WEST 26. 92 FEET; THENCE SOUTH 01°22 '40" EAST 40 . 00 FEET ; THENCE SOUTH 29°35'10" WEST 29 . 15 FEET; THENCE SOUTH 01°22 '40" EAST 72 . 00 FEET; THENCE NORTH 88 °37 '20" EAST 39 . 99 FEET; THENCE SOUTH 01°22 '40" EAST 190.76 FEET; THENCE NORTH 88 °37 '17" EAST 30 . 00 FEET TO THE TRUE POINT OF BEGINNING. "`�4 BLUME DISTRIBUTION FACILITY 11�vR • .� RENTON, WASHINGTON Q� oF �� BRH JOB NO. 89219 . 06 Al Atka AUGUST 14 , 1990 • ' '•t c ALH/ENG. 40 \cL� "'''D.''cf 2 PUMP STATI AGREEMENT AND RECIPROCAI, ASEMENTS Legal Description of the 8 & G Property PARCEL 3: THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24 , TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24 IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87°26 '48" WEST ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1214.00 FEET TO TEE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST; L'amNCE SOUTH 32°29'51" EAST ALONG SAID WESTERLY MARGIN 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET A • DISTANCE OF 139. 14 FEET; THENCE SOUTH 1°24 '51" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88°35'09" WEST 436.55 FEET; THENCE SOUTH 2°33 ' 12" WEST 115.03 FEET; THENCE SOUTH 70°05'34" WEST 95.47 FEET; THENCE SOUTH 88°37' 17" WEST 105.38 FEET; THENCE SOUTH 4°58'17" EAST 410.23 FEET TO THE NORTHWESTERLY LINE OF A TRACT OF LAND DESCRIBED IN DEED FILED UNDER RECORDER'S NO. 8606190933, RECORDS OF SAID COUNTY; THENCE NORTH 46°16'56" EAST ALONG SAID NORTHWESTERLY LINE 202.01 FEET; THENCE SOUTH 53°39 '22" EAST ALONG THE NORTHEASTERLY LINE OF SAID TRACT 445.21 FEET TO THE WESTERLY MARGIN OF SAID CHARLES MONSTER ROAD SOUTHWEST;••THENCE NORTHERLY ALONG SAID WESTERLY MARGIN TO THE TRUE POINT OF BEGINNING, CONTAINING 310,000 SQUARE FEET, MORE OR LESS. `\\ N ,y BLUME DISTRIBUTION FACILITY G' pF � S:,J RENTON, WASHINGTON BRE JOB NO. 89219.04 1) ,•;1y L FEBRUARY 7, 1990 ;;•� ALH/SURV. 34 • -`• PARCEL 4-B: THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24 , TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24 IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87°26 '48" WEST ALONG THE NORTH LINE OF SAID NORTHWEST QUARTS 1214 . 00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST; THENCE SOUTH 32°29'51" EAST ALONG SAID WESTERLY MARGIN 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256 .48 FEET A DISTANCE OF 139 . 14 FEET; THENCE SOUTH 1°24 '51" EAST ALONG SAID WESTERLY MARGIN 268 . 00 FEET; THENCE SOUTH 88°35' 09" WEST 436. 55 FEET; THENCE SOUTH 2°33 '12" WEST 115. 03 FEET; THENCE SOUTH 70°05'34" WEST 95.47 FEET; THENCE SOUTH 88 °37 ' 17" WEST 105 .38 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 1°22 ' 40" WEST 437 . 90 FEET; THENCE SOUTH 88°03 '09" WEST 283 . 04 FEET; THENCE SOUTH 54 °28 '10!! WEST 490. 45 FEET TO THE EASTERLY MARGIN OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD .COMPANY RIGHT- OF-WAY; THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN 1610 . 67 FEET TO A POINT ON THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD, SAID POINT BEING ON A CURVE HAVING A RADIUS OF 250. 37 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 58 °59 '44 " EAST; THENCE NORTHERLY ALONG SAID CURVE AND WESTERLY MARGIN 250 . 58 FEET TO THE SOUTHWESTERLY LINE OF A TRACT OF LAND DESCRIBED IN DEED FILED UNDER RECORDER'S NO. 8606190933 , RECORDS OF SAID COUNTY ; THENCE NORTH 48 ° 12 ' 23 " WEST ALONG SAID SOUTHWESTERLY LINE 420.25 FEET; THENCE-.NORTH .9 °01' 55" EAST ALONG THE WESTERLY LINE OF SAID TRACT 125 . 00 FEET; THENCE NORTH 46°16 '56" EAST ALONG.. THE NORTHWESTERLY LINE OF SAID TRACT 17 . 69 -.. FEET; THENCE, NORTH .4 °58 '17" WEST 410. 23 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT PORTION LYING NORTHERLY OF THE CENTERLINE OF A RAILROAD SPUR EASEMENT AS DESCRIBED IN AUDITOR' S FILE NO . 5331102 . PARCEL CONTAINS 370, 561 SQUARE FEET. TOGETHER WITH AND SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES ACROSS THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, IN SECTION 24 , TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6 , SECTION 13 , TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , ALL IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS : COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24 , IN SAID TOWNSHIP AND RANGE, THENCE NORTH R7°26 ' 48" WEST, ALONG THE NORTH LANE OF SAID NORTHWEST QUARTER 1214 . 00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8 , CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32 °29 ' 51" EAST, ALONG 1 PARCEL 4-B CONT'D SAID WESTERLY MARGIN, 85. 34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256 .48 FEET AND ALONG SAID WESTERLY MARGIN 139 . 14 FEET; THENCE SOUTH 1 °24 ' 51" EAST ALONG SAID WESTERLY MARGIN 268 . 00 FEET; THENCE SOUTH 88 °35'09" WEST 436.55 FEE'.1 ; THENCE SOUTH 02°33 '12" WEST 115. 03 FEET; THENCE SOUTH 70°05'34" WEST 95 . 47 FEET; THENCE SOUTH 88°37'17" WEST 90 . 38 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 1°22'40" WEST 888 .05 FEET TO THE SOUTHERLY MARGIN OF OAKESDALE AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED UNDER RECORDER'S NO. 8702100643, RECORDS OF SAID COUNTY; THENCE SOUTH 88°03 '09" WEST ALONG SAID SOUTHERLY MARGIN 30 . 00 FEET; THENCE SOUTH 01°22 '40" EAST 470. 00 FEET; THENCE SOUTH 29 °35 ' 10" WEST 29 . 15 FEET; THENCE SOUTH 01°22 '40" EAST 40. 00 FEET; THENCE SOUTH 20°25'25" WEST 26.92 FEET; THENCE SOUTH 01°22 ' 40" EAST 40 . 00 FEET; THENCE SOUTH 29°35'10" WEST 29 . 15 FEET; THENCE SOUTH 01°22 '40" EAST 72.00 FEET; THENCE NORTH 88 °37 ' 20" EAST 39 . 99 FEET; THENCE SOUTH 01°22 '40" EAST 190 . 76 FEET; THENCE NORTH 88°37 '20" EAST 30 . 00 FEET TO THE TRUE POINT OF BEGINNING. • ,.•�'"�� BLUME DISTRIBUTION FACILITY RENTON, WASHINGTON �F/ OF //i BRH JOB NO. 89219 . 06 tt� ,C Y SEPTE BER 4 , 1990 Z AL:H/ENG. 40 • EXHIBIT E TO REGIONAL DETENTION FACILITY PUMP STATION AGREEMENT AND RECIPROCAL EASEMENTS Legal Description of the Metro Property • Page E-1 of 1 =ebruary 23, 1990 EXdIB1T E ' . . . • DESCRIPTION OP RENTON TREATY"NT PLANT PROPERTY . . , .1 that portion of Government Lot 2, Government Lot 5, Gdvernment Lot 6, Government Lot $ . the Northeast quarter of the Northwest _ quarter, and .'the Southwest quarter of the Northeast quarter of S action 24, Township 23 North, Range 4 East, Si_M. , in King .County, F _shir_gton, described as a whale as follows: C rumencing at the northeast corner of said Northeast cuarter of the 'irthwest quarter; thence along the north line of said Northeast quarter of the Northwest quarter and 'along the north line of Gavernnent Lot 1 of said Section 24, N 87° 26 ' 22" W 2693 . 05 feet to i ;e northwest corner of said Government Lot 1; thence along the ....;st ' line of said Gave .ment Lot 1 and Lot 5, S 00° 2 6 ' 19" - fi 2299 .77 feet; thence S 89 33 '41" E 1909.89 feet to an intersection ;'f.th, the easterly right-cf.-way margin of Monster Road .established ', the City of Renton's align=ent of August 3, 1988 and the TRUE POINT OF BEGINNING being a paint on a curve° concave to the _nu h est the radius point of which bears 63 48 ' 40" W min far67the . 11 .et; thence along said easterly -right-of-way - rullowi_*:g ten (10) courses: northerly along said curve an arc distance of 147.50 feet through a central angle of 23° 01 '17" , . N 49° 12 '37" W 349 . 48 feet to the beginning of a curve to the right having a radius of 1736.79 feet, . L northerly along said curve an arc distance of 256 - 14 feet • • . through a central angle of 08° 27 ' 00" , to the beginning of a curve to the e N 40° 45' ' 37" W 39.69 fee`t right having a radius of 190.37 feet, _ _ . nor`.herly , along said curve an arc distance of 292.83 feet through a central angle of 88° 08 ' 00" , . N 47° 22 '23" E 121.88 feet to the beginning of a curve to the left having a radius of 316. 48 feet, northerly along said curve an arc distance of 159 . 08 feet through a cantral angle of 28° ,48 ' 00" , • , N 18° 34 ' 23" E 317.29 feet to the beginning of a curve to the left having a radius of 316.48 feet, __ northerly along said 4purve an arc distance of 110.47 feet trougfi a central angle of 20° oo ' ao" , _ : • N 01° 25'37" A 619 .41 feet to the southwest corm of a parcel.. of land conveyed to the Municipality of_Metropolitan Seattle - . by First City Ecuities by Deed recorded und.er Recar' ir o Number— um e . 8707080246 : • CfTYOFRat ON AUG 0 4 1392 i zU IV - fence continuing along said easterly right-of-way margin and along uie• westerly line of 'said parcel for the following four (4 ) courses : ' - • • • N 01° 25 '37" W 64 .76 feet to the beginning of a curve to the right having a radius of 120. 00 feet, • northerly along said curve an arc distance cf 54 . 90 feet through a central angle of 26° 12 ' 45", N 24° 47 ' 08" E 24 .57 feet. ta the beginning of a curve to the right having a radius of 45. 00 . feet, ' northerly herly along said curve an arc distance •of . 31_ 79 feet through a- central angle of 40° 28 '16" to the westerly line of a tract of land conveyed . to Metro by Deed recorded under Recording Number 82007200282 ; : ence along said westerly line N 22° _25 '36" W 16 . 05 feet to the north line of said Northeast quarter of the Northwest quarter; t ence along said north •1dne 5 87° . 26 '22" E 225. 60 feet to the r sterly corner of a tract of land conveyed to First City Ec_uities qv Metro by Deed recorded under Recording Ni,-1her 8707080245 ; thence . a' ong_ the+southwesterly line of said tract 5 65° 13 ' 27" E 207 .51 et to an- intersection with a curve c-ncave to the north, the -=dius point of which bears N 40° 45 '45" E 422.96 feet and the northerly line of a tract of land conveyed. to the Municipality of trcpolitan Seattle by -Burlington Northern Railroad Company by ed recor de.d under Recording Nt,rlter 8207200283 ; thence along said :sort erly lit'ie for the following five (5) courses: • • southeasterly- aleng'said curve an arc distance of 294 . 02 feet through a central angle of 39° 49 '.49 ",, . S 89° 04 ' 04" E 197.07 feet, S 73° 04 '20" . E • 11.32 feet to an ' intersection with a carve concave to the northeast the radius point of which bears N 73° 17 ' 41" E 431_53 feet, southeasterly along said curve an arc distance of 424 . 53 feat through a central angle of 56° 22 ' Ol" , • • 5 73° 04 '20" E .46. 48 feet to the westerly line of a tract' c:f land conveyed to King Comity by the Municipality cf Metropolitan Seattle by Deed recorded under Recording ham:.=ber 8112230430; - rice along said westerly line for tDe •following four (4) cce:=ses : , S 73° 04 ' 20" .E •88 .98 feet .to the beginning of a carve tc . `he• . right having-a raditt of 307. 00 .feet, - - .-- -- -• _ ..__. . _ ._... __ - - ' 2 southerly along said curve an arc distance of 329 .53 feet through a central angle of 61° 30 ' 00" , S 11° 34 '20" E 749 .46 feet, S 18° 38 ' 42" E 94 .52 feet to the easterly line of a tract of land conveyed to the Municipality of metropolitan Seattle by Burlington Northern, Inc_ by Deed recorded under Recording Number 71060303E2; :thence along said easterly line .S 11° 34 '20" E 316.52 feet; thence continuing along said easterly line H 78° 25 '40" E 39.27 feet to ,the westerly line of a tract of land conveyed to icing County by the • ,municipality of- - Metropolitan Seattle by Deed recorded under '- 'Recording Number 811223 043 0 ; thence along said westerly line S 18° 38 ' 42" E 95_96 feet to a tract of land established by Xing County ` Superior court Cause No. 84-2-07769 7 and surveyed and-recorded in - : Book 40 of Surveys on Page 180, Recording Nil77. her 8406149003 and amended by Affidavit recorded under Recording Nor-tner 8504110606; thence along said tract of land for the following ten (10) courses: . •N 77° 29 '35" E . 0 .70 feet to the westerly line of a tract of land conveyed to the City of Renton by Deed recorded under Recording Number 8212090480 , . S .18° 38 '50" Z . 100 .58 feet to the southwest corner of said. tract Of land, • S 77° 29 '35" W 64.4 .15 feet along the southerly margin of the _ : previous Burlington Northern Railroad. Company right-cf-way to' ' - the-beginning of a cure to the. left having a. radius of 905 . 37 feet, - westerly:along said curve and along said southerly margin an � - arc distance of 267_55 feet through ,:a central angle of - 16° . • 55 '55" to the west line of said Southwest quarter of. the • - Northeast quarter, - S 01° 05'18" W 142 . 62 feet along said west line to the northwesterly margin of that portion of the right-of-way of Primary State Highway No. 1 (Interstate 405) identified on the highway map recorded under Recording Number 5399478 , ' as the H--Line, and a point on a curve concave to the south, the radius point of which bPq7s S 02° 17 '58" E 251. 00 feet, westerly along said curve and along said northwesterly margin an arc distance of 17.4 . 03 feet through a central angle of 39° •• 43 '30",' . . continuing along said northwesterly ma gin S 47° 58 '32" W 243 _18 faitt to the north line of said Government Lot 8 , . . 5 EXHIBIT F TO REGIONAL DETENTION FACILITY PUMP STATION AGREEMENT AND RECIPROCAL EASEMENTS Estimated Budget for the System 1) Construction Costs $59 , 355. 00 2) Railroad Easement $22, 000.00 3) Puget Power $20, 000.00 4) Bush, Roed & Hitchings $20 , 500.00 5) Permits • 8600 . 00 SUBTOTAL $122, 455.00 "-6) 10% Contingency $12 , 245 . 00 TOTAL $134, 700 .00 Pace F- 1 of 1 along said north line N 87° 34 ' 15" W 16. 07 feet to the easterly margin- of the previous .Burlington Northern Railroad ` Conpany right-of-c»ay •and a point on a curve concave to the southeast having a radius of 905.37 feet the radius point of which bears S 62° 24 ' 09" E, • southerly along said easterly nargin and along said curve an arc distance of 181_53 feet through a central angle of 11° 29 ' 16' to a line parallel -with and 70 _00 feet northwesterly of the centerline of WP sh i rgton State Highway No. 1-L • along said parallel line .• s 66° 53 ' 08" W 125.69 feet to the easterly line of .a tract of . land conveyed to Schcber . Enterprises, Inc. by. the Municipality of Metrcpolitan Seattle; • thence leaving said tract of land. established by Xing County 7uperior Court Cause No. 84-2-0776.9 7 and running thence along said asterly line of Schober tract, •N 04° 18 ' 03" W 14 . 69 feet; thence c:ontinuing along said easterly •line N 06° 22 ' 10" W 321.59 feet to the southwesterly nargin of the rea.ligninezit of Monster Road; ;..hence cntinui.ng along . said easterly line and along said southwesterly : 3.rgin, N 41° 55'32" W 68. 65. feet to the southerly corner of a tract of land conveyed-to the 'Municipality of Metropolitan Seattle , w. -y Schober • Enterprises, Inc. by used recorded.' p_nd.er Recording giber 8903290812 ; thence continuing along said . scums uester.ly' ' nargin and along the southerly line of said tract', N 41° 55 ' 32" W 125. 99 • feet; thence continuing along .said southwester?y rargin and lid southerly line N• 69° 31'09" W 11. 12 feet to said easterly :. ght-of-,..-ay nargin of Monster Road established by the City of 2enton '.s aligrneht of August•3 , 1988 -and a paint cn curve concave i 3 the southwest the radius point of which bears N 87° 40 ' 16" W -: i7.11" feet; thence northerly along said margin an a=c distance of 182 .72 feet through a central angle of, 28° 3,1' 04" to...the ue point . of beginning_ - 1 4 • -- PUMP STATE_ N AGREEMENT AND RECIPROCAL _ASEMENTS Easement Area on the Trust Property ON-SITE DRAINAGE EASEMENT DESCRIPTION PLUMBERS PIPEPI T.t.RS TRUST PROPERTY THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24 , TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , IN RING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 10.00 FEET IN WIDTH, HAVING 5.00. FEET OF SUCH WIDTH ON EACH SIDE OF AN EASEMENT CENTERLINE DESCRIBED AS FOLLOWS: COMMENCING AT THE HOST SOUTHERLY CORNER OF THAT CERTAIN PARCEL DESCRIBED IN DEED TO ELAND BUILDING LIMITED PARTNERSHIP, RECORDED UNDER RECORDING NO. 9006281432, RECORDS OF SAID KING COUNTY, THENCE NORTH 54°28 '10" EAST 80.00 rr;Ea' ALONG THE SOUTHERLY LINE THEREOF TO THE TRUE POINT OF BEGINNING OF SAID EASEMENT CENTERLINE; THENCE SOUTH 46°10 '27" EAST 10.00 FEET ALONG SAID EASEMENT CENTERLINE TO THE TERMINUS THEREOF; THE SID'T,TNES OF THIS EASEMENT SHALL BE SO SHORTENED OR LENGTHENED SO AS TO TERMINATE IN THE SOUTH LINE OF SAID ELAND PARCEL. SITUATE IN THE CITY OF. RENTON, RING COUNTY, WASHINGTON. PLUMBERS & PIPEFITTERS TRUST REGIONAL DETENTION FACILITY WILLIPM A. HICROX, P.L.S. clew' r G�. BRH JOB NO. 90369 ..07 FEBRUARY 22 , 1995 ` REVISED MARCH 27, 1995 owes MITT -• REGIONAL DETENTION PUMP STAT_ .! AGREEMENT AND RECIPROCAL ASEMENTS Easement Area on the Eland Property ON-SITE DRAINAGE EASEMENT DESCRIPTION ELAND PROPERTY THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , IN KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 10.00 Fr:E.0 IN WIDTH, HAVING 5. 00 FEr.:1' OF SUCH WIDTH ON EACH SIDE OF AN EASEMENT CENTERLINE DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHERLY CORNER OF THAT CERTAIN PARCEL, DESCRIBED IN DEED TO ELAND BUILDING LIMITED PARTNERSHIP, RECORDED UNDER RECORDING NO. 9006281432, RECORDS OF SAID KING COUNTY, THENCE NORTH 5 4°2 8 '10" - EAST 80.00 ALONG THE SOUTHERLY LINE THEREOF TO THE TRUE POINT OF BEGINNING OF SAID EASEMENT CENTERLINE; THENCE ALONG SAID EASEMENT CENTERLINE THE FOLLOWING FOUR COURSES: THENCE NORTH 46°10 '27" WEST 125. 66 FEET; THENCE NORTH 22°30 '42" WEST 282 .00 FEET; THENCE SOUTH 77°29 '18" WEST 23.04 FEET TO THE WESTERLY LINE OF SAID ELAND PARCEL; THENCE NORTH 36°29 '33" WEST 12 .00 FEET TO THE TERMINUS OF SAID • EASEMENT CENTERLINE AND FROM SAID TERMINUS SAID POINT OF COMMENCING BEARS SOUTH 22°15 ' 22" EAST 430.77 FEET. DISTANT; FXCF'PT THAT PORTION THEREOF LYING WESTERLY OF SAID WESTERLY LINE OF SAID ELAND PARCEL. THE SIDELINES OF THIS EAST SHALT, BE SO SHORTENED OR LENGTHENED SO AS TO MEET AT ANGLE POINTS AND TERMINATE IN THE SOUTH LINE OF SAID ELAND PARCEL. SITUATE IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. PLUMBERS & PIPEFITTERS TRUST •�•,....'.�.. rv..•_`'`w REGIONAL DETENTION FACILITY 2 A'SIC WILLIAM A. ICKOX, P.L.S. " ��' f BRH JOB NO. 90369 . 07 ��P .% 1 FEBRUARY 22, 1995 `' _ Qz v REVISED MARCH 27, 1995 I • r �. • . scryr „ 3,Z?-1 5 Li Z . cr . (1/N ELAN BUILDING LIMITED PARTNERSHIP r [:> . ) • cr) N i DEED REC NO. 9006201432 SCALE : 1" z 60' • C, .s. ;' z I— :" . m 0 • p r,--,:.• --___ ci. .i? S 46' 10' Zr E f,r, tr o- q, .Aithh6,. 10.00' ... ii V. 1-... f." 14 , ......:s ...''•2'.4 2 2.j 0. T.P 0 Il. s - --- 20, In P PONT.- _- - 77.2 . ---__ ---_-.„.00. i i ----- .5 23.04' g la- w _. _-------. 7-•--.. ----... --•---• TERMINUS ...--- ___.-.-- -•--- I ta i N 36' •. r---.:...--__ __ _... --1-7566 .,, IZOo•2g'Jj. iv --- • AO. 27 IR I ' 14 46 b 0. 63 0 " O.W.R.R. & Nay:,Co. (U.P.R.R.) POINT OF COMMENCING—'11\ 41 NNN ON-SITE DRAINAGE EASEMENT SKETCH , PREPARED FOR : PLUMBERS & PIPEFITTERS TRUST • ... PROJECT : REGIONAL DETENTION FACILITY 1 .t1L24- s, B.R.11. JOB NO. 90369.07 , DATE : 2/27/95 1.1 •Ai.Lissa • I -,,i -'il • onnts 1,171 , iSH,ROED & HITCHINGS,INC. - • -z-za-45 III_ENGINEERS&LAND SURVEYORS •Titt.Yostmo TON 323-4144 • EXHIBIT I TO REGIONAL DETENTION FACILITY . • -i:.i.„::i::::.: ..., PU11?-..STATION,AGREEMENT AND RECIPROCAL ESEMENTS ',.• :,!..,•:iii,.. •• •• ' : . • • '.. :...:. .• :::•iii.••••11.. :;-...1--': • ..: - •!• •-• • • :•• . - • • • r Sketch of Easements .. ., .. • .::.•;: ::. •• • . • _______ , _ _ -. i APPENDIX E TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology • and Environmental Earth Sciences Oi `C,�C1 y' • February 17, 1998 • ry Project No. T-3453 Mr. Dave Kessler Opus Northwest. LLC 200— 112th Avenue NE, Suite 205 Bellevue, Washington 98004 • Subject: Supplemental Geotechnical Engineering Evaluation Lower Monster Road • Renton, Washington Reference: Geotechnical Engineering Study and Abandoned Mine Assessment, prepared by Terra Associates, Inc., Project No.T-3453, dated December 17, 1997 Dear Dave: As requested, on January 23 and 26, 1998, we completed additional field studies at_the subject site. This 'additional field work consisted of drilling two test borings along the eastern slope, above the proposed building location. While at the site, we also excavated one test pit in the lower flat portion of the site, near the approximate center of the building outline. The purpose of this additional field work was to determine the condition of the bedrock expected to be encountered during mass grading and excavation for the building, and evaluate construction requirements. As outlined in the referenced report and as shown on preliminary drawings prepared by AI-ML, dated October 1997, overall excavation depths into the eastern hillside, approaching 50 feet, will be required to establish the desired building grade. It is currently proposed to slope the required excavation at an inclination of 1:1 (:i'or iz nt i:Vertical). Grading from the southeast to the northwest across the building pad will vary significantly The building floor elevation is at grade near its south corner, transitioning first to a cut approaching 25 feet and then to a fill approaching 20 to 25 feet within the northern one-third portion of the building and beneath the northern parking lot. Fill material required to achieve the northern parking grade is currently shown to be retained by a Keystone type retaining wall with heights of 10 to 15 feet. Below the wall, the fill would be sloped down to the existing grade over a slope gradient of 2:1. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (425) 821-7777 • • Mr. Dave Kessler • February 17, 1998 EXPLORATION RESULTS The results of our supplemental field exploration generally confirm the area geology as expected and as described in the above referenced report. Core samples obtained at the test boring locations indicate that an initial weathered sandstone, followed by shale or claystone to the termination depth of 45 to 50 feet, underlies the eastern slope. This geologic formation would be related to the middle member of a Tukwila formation, as shown on the Geologic Map of the Renton Quadrangle, by D.R.Mullineaux(1965). • At the test boring locations, we initially observed a dark brown sandy silt, which contained abundant organic • debris, to depths of four to six feet below the existing slope grade. .Immediately underlying this surface material, weathered sandstone was encountered to a depth of approximately 20 feet at Test Boring B-101 and approximately 12 feet at Test Boring B-102. At Test Boring B-101, we also encountered and cored through a boulder at a depth of about five to six feet below the current slope grade. Underlying this upper weathered sandstone, claystone with interbeds of sandstone and siltstone was encountered to the boring termination depths. At Test Boring B-101, core recovery through the upper sandstone and claystone was very poor in the upper 30 feet. Samples recovered were noted to be highly fractured and disturbed. Below 30 feet, core recovery improved; . however, we still noted that the claystone was in a highly fractured state. At Test Boring B-102, relatively good recovery was obtained and we noted the degree of fracturing of the claystone formation to be.somewhat less than that observed at Test Boring B-101. We also excavated a test pit within the central portion of the building outline, near approximate surface Elev. 74. Within the upper 12 feet of the test pit, we observed a tan to reddish-brown silty sand to sandy silt in a loose to medium dense field condition. A highly fractured coal layer was encountered to a depth of approximately 16 feet from which we observed a heavy groundwater flow. Underlying the coal layer, interbedded layers of clay, sandy silt. and coal were observed to the termination depth of the test pit at 19 feet. The approximate location of our test borings and test pit are shown on the Exploration.Location Plan, Figure I. Logs of the-test borings and test pit, which provide a more detailed description of conditions encountered, are a:,ached as Figures 3 through 5. DISCUSSION AND RECOMMENDATIONS . In our ocinion, the relatively soft and fractured nature of the bedrock formation will allow for excavation using modern excavating equipment without the need for hard rock excavating techniques, such as blasting. Excavation machinery may need to be equipped with rippers or claws to dislodge boulders or loosen isolated harder formations of the sandstone or claystone that may be present. While the condition of the bedrock will allow for its excavation using normal excavating techniques, the fractured and disturbed characteristics of the underlying claystone, particularly as observed at Test Boring B-101, would result in an unstable excavation sloped at an inclination of 1:1. Even if the excavation were to be sloped to a gradient of 2:1, analysis indicates that the resulting safety factors against instability would be less than 1.5, with failures developing under earthquake loading applying ground accelerations varying from .15 g to .20 g. Project No.T-3453 Page No.2 • Mr. Dave Kessler February 17, 1998 The limiting factor in the ability to excavate and maintain a steep slope inclination is the disturbed and fractured characteristics of the• underlying claystone. While the overall formation may indicate a relatively hard consistency, the strength of the formation will be dictated by the existing fractured surfaces. Therefore, in order to complete the excavation and construct the building as planned, we believe it will be necessary to shore the lower portion of the excavation, as it extends into this lower fractured claystone formation. Allowing for a five-foot walkway adjacent to the east perimeter of the building, based on the results of our field exploration and surface topography shown on drawings prepared by AH13L, the shoring wall would need to extend from base Elev. 55 to a top-of-wall elevation of 77. The backslope behind the wall can then be graded to an inclination of 1.5:1, up to the eastern property line. The shoring will need to be constructed using soldier piles and timber lagging with multiple tieback anchors to provide for continued slope support as the excavation proceeds. A relatively long free-anchor length will be required to establish anchor support beyond any potential failure surfaces. Analysis indicates that three levels of tiebacks will be required, extending to lengths of 60 to 80 feet behind the wall from the bottom to the top of the wall. A General Section showing the wall construction with the tieback anchors is shown on Figure 2. As the shoring system used will be permanent, all structural elements of-the system will need to be provided with corrosion protection to prevent long-term degradation of the structural members. • As described earlier, we encountered a coal vein at a depth of about 12 feet, or approximate Elev. 62, at Test Pit TP-101. The coal vein was highly fractured and contained a moderate amount in groundwater to a depth of 16 feet and then was interbedded with layers of clay and sandy silt to the termination of the test pit at 19 feet, or approximate Elev. 54. Previous test pits excavated in the building pad area, Test Pits TP-6, TP-7, and TP-S. from the referenced report, did not encounter this coal vein. With the exception of Test Pit TP-6, the surface elevations of the previous test pits were higher and did not extend to the depth of Test Pit TP-101. As documented on the geologic maps.of the area, and discussed. in the abandoned coal mine portion of the • referenced report, coal seams on the site dip to the north-northeast at an angle of 10 to 35 degrees.. It is likely that the coal encountered at Test Pit TP-101 is a near-surface outcrop of the coal vein documented and mined in this area. If the surface of the coal vein dips downward to the north at an angle of 10 to 35 degrees, it should extend well below the depth of excavation required to achieve building grade within the northern two-thirds portion of the structure, and be isolated in aerial extent within the southern portion of the structure. Where exposed at the building subgrade elevation, the coal should be completely removed, with grade restored using structural fill. The contractor should also be prepared to control groundwater during the mass excavation. We would expect that groundwater seepage could be controlled by a system of perimeter collection trenches directing groundwater seepage to discharge away from the building location by gravity or to sumps for pump removal and discharge. Permanent sub-surface drainage may be required if the groundwater encountered is not isolated to the coal vein and is fed or originates from an off-site source. The need for a permanent sub-surface drainage system at the building perimeter or below its floor slab will best be evaluated in the field at the time of mass excavation. Project No.T-3453 Page No. 3 Mr. Dave Kessler .. February 17, 1998 A considerable portion of the soils that will be excavated consist of medium plastic clays,which will be excavated in a fractured or block-type structure. These soils will be extremely difficult to use as structural fill and will require close moisture control and proper handling to facilitate compaction as structural fill suitable for building and pavement support. These clay soils will not be suitable for use behind Keystone Retaining Walls, or similar wall construction, which relies on a backfill zone reinforced with geogrid. Geogrid reinforced fill zones should be constructed using granular soils that contain no more than 30 percent silt or grain size particles (material passing the No. 200 sieve). Use of the clay soils on-site in non-reinforced structural fill areas will require that the clays be placed in uniform loose lifts not exceeding six inches, followed by compaction with a sheep's foot compactor. The weathered sandstone recovered at the site should be better suited for use as structural fill; however, because of its fine content, will also require moisture control to facilitate proper compaction. A sheep's foot compactor will also be well suited for properly compacting the weathered sandstone materials. The upper organic soils, which were observed to extend to a depth of four to six feet at Test Borings B-101 and B-102, and the coal, would not be suitable for use in structural fill areas. RE MARKS • The preceding discussion is intended to provide preliminary design and planning information pertaining to site limitations and requirements related to geotechnical considerations. If after reviewing this information, it is determined that construction of the facility is feasible as planned, additional geotechnicat analysis will need to be done. We recommend that this analysis include field exploration consisting of drilling four additional soil test borings at the site. Three of these borings would be drilled in the upper building pad area to a depth of at least five`feet below the proposed finish floor elevation to help define the limits of the coal vein encountered and the groundwater conditions: The foiiith soil test boring should be drilled at the north lower existing elevation of the site where 20 to 25 feet of structural fill is required to establish building grades. :1 ? � Y••3 iA<n f iT•J.T1 t)1 4 !f T-Pi`Z+;�,, - i We trust the information presented is sufficient-for-your current needs. If you have any questions or require additional information, please call. Sinc ei urn. ,3TE » ' • core J. Sche r, Pt. Ptq rn sneer .• ". TJS:ts" r r•• ••- L;!t l —E;:olo ation Location Plan Figure 2 —General Shoring/Tieback Wall System Detail Figures 3 and 4—Boring Logs Figure 5 —Test Pit Log Project No.T-3453 Page No. 4 0 •.i• / / • / T.O.W.ELEV. 77 / SANOS�ONE / 0 / i THERE . WE`D ?----- / • �• . i 9•� .. EO) ,, , �� f • ' H\GHI FRACZUR ? q � ' �,�S:O�IE �t�100ERASE�'f cU) ./ ENGT /,/ NON C . BUILDING r FREE LH (� " THEORETICAL FAILURE .�� P) �' E G1/. 55 '-f I. 11 SURFACE 1 . 'J • • gNGH• OR ?ONE- .. pi'P TIEBACK ANCHORS • SCALE : I " = 20 ' GENERAL•SHORING/TIEBACK WALL SYSTEM DETAIL 14TERRA LOWER MONSTER ROAD ' \111°4imir ASSOCIATES RENTON, WASHINGTON Geotechnical Consultants Proj. No.3453 Date FEB. 1998 Figure 2 Geologic Log P 101 . , Project Feature: Lower l.-,ister Road Driller/Equipment: Boretec/Mobile Coring Rig Sampler/Method: 5-foot SamplerlNX(PW44) Elevation 100' Coordinates: Start Date 1/23/98 Logged by: DPL Finish Date 1/26/98 Approved by: TJS Hole Diameter 3 inches Rock Mass PL Elev. Depth Box Run'%Rec./Graphic Classification and Rating or I Remarks (feet) # # I RQD Log Physical Condition RMRj Q UCS' I Dark brown sandy SILT,wet,loose,roots. j (OUML) 5 Cored boulder within a weather sandstone formation. 1 1 20/0 J . `'' 1 0--i - • ] 2 0/0 Tan to brown sand grains conveyed I with coring water. 15 3 0/0 As above. 20- CLAYSTONE, highly fractured. Gray silty color. j1 4 10/0 4 Drilling water 25—1changes to dark brown color at J 5 0/0 27 feet. i Hydrocarbon odor I I Blue-gray CLAYSTONE,highly fractured. in sampler. 30 I 1 6 77/75 50 percent strike/dip. I i 35 I Dark gray to dark brown CLAYSTONE, —I 1 7 75/66 I medium to highly fractured zones. Dark gray CLAYSTONE,hard,highly Stopped coring 40 2 8 80/48 fractured, coal inclusions. due to caving J of top 32 feet. 1 I Gray-brown CLAYSTONE, sample showed 2 9 100/90 I some signs of inverted beds,very stiff to hard. 145 2 ( 10 i 10/0 I I Gray-brown CLAYSTONE,inverted beds to 90 I '�acre@., hl'r1 ml'e"sec Boring terminated at 46.5 feet. No groundwater seepage encountered. 'Rock Strength Tests (in psi): PL= Point Load Test UCS =Unconfined Compressive Strength BORING LOG TERRA LOWER MONSTER ROAD • : • ' ASSOCIATES RENTON, WASHINGTON Geotechnical Consultants Proj. No. T-3453 I Date FEB. 19981 Figure 3 Geologic Log F' 102 , Project Feature: Lower b,Qnster Road Driller/Equipment: Boretec/Mobile Coring Rig Sampler/Method: 5-foot Sampler/NX(PW44) Elevation 100' Coordinates: Start Date 1/26/98 Logged by: DPL Finish Date 1/26/98 Approved by: TJS Hole Diameter 3 inches I I I Rock Mass PL Elev. I Depth;BoxI Run%Rec./Graphic Classification and ( Rating I or Remarks (feet); # I # � ROD Log Physical Condition RMRI Q UCS- Bench area Dark brown sandy SILT,wet,loose,roots. excavated down 2 to 4 feet. 5 (OUML) 6 feet of casing -t began core run. Tan-brown silty.SAND to sandy SILT,wet, 1 100/38 medium dense to dense,fine to medium 10 grains,some roots, pieces of weathered 1 eanrfetnnP rnrk 15 2 100/98 Brown to dark gray CLAYSTONE,wet to moist, hard,low to moderate fracture zones, fracture planes observed from 20 degrees to 90 degrees. l 3' 100/100 20 , 1 1 4 100/100 25H 1 •15 178/69 I Gray SANDSTONE to SILTSTONE,hard, I invatPd bedc oe rfoQra..g 1 ! 6 1 53/53 i 30 Gray CLAYSTONE, moist to wet, soft to hard, i_ fine to medium sand seam at 30 feet and 35 1 7 82/76 feet. 1 35-4 . _ 1 Gray SILTSTONE to MUOSTONE,hard, 1 8 98/89 fracture planes 60 degrees,thin sand seams. 4 I I • 1 9 98/96 .45�1 Interbedded CLAYSTONE to SANDSTONE, i 50 degree strike/dip, hard some fractures I and slickenslide planes. ! 101 96/93 i50 7 'Rock Strength Tests(in psi): Boring terminated at 52 feet. PL=Point Load Test No groundwater seepage encountered. UCS =Unconfined Compressive Strength • BORING LOG TERRA LOWER MONSTER ROAD \', • ' ' ' ASSOCIATES RENTON, WASHINGTON Geotechnicol Consultants Proj. No. T-3453 I Date FEB. 1998 Figure 4 Test Pit No. TP-101 Logged by: DPL Approximate Elev. 74' Date: 1/26/98 Depth Moisture (ft.) Soil Description Content 0 CA) 12 inches Topsoil to dark brown sandy SILT,wet,loose, roots. • _ Tan to red-brown silty SAND to sandy.SILT,wet,loose to medium dense, - fine to medium grains,trace pieces of weathered rock and gravel, _ trace organics in upper 5 feet. (SM/ML) 5- - _ 17.2 10— COAL,highly fractured, loose to medium dense,saturated. 15— Blue-gray silty SAND with thin silt laminations,moist,medium dense, fine-grained. (SM/ML) 16.5 COAL,interbedded with reddish brown clay seams,wet. 45.7 Test pit terminated at 19 feet. 20 Heavy groundwater seepage encountered at 12 feet. TEST PIT LOGS TERRA LOWER MONSTER ROAD RENTON, WASHINGTON • • • •-1 ASSOCIATES Geotechnical Consultants Proj. No. T-3453 ' Date FEB. 19981 Figure 5 i ' APPENDIX F 0 �"' October 22, 1997 e 1 ; ..-sram Z!'1->: ,w • , *`<s'>?. ... . SHAPIRO - 4;—:- : . Mr. Roger Pecsok ;� ate::- . i iL1C1ATE-. . OPUS Northwest LLC - =-E'er'`•� • 200-112th AVE. NE Suite 205 , ; . - Bellevue, WA 98004 4�''~)-1:•••' Re: Wetland delineation of the North 405 upper and lower sites in Renton,Washington •?';' :�-7�=•Cis• • ^' -,f= Dear Roger. .. • At your request. Shapiro and Associates, Inc. (SHAPIRO) visited the OPUS Northwest ; �- 1-1. ; : property in the City of Renton, King County, Washington on September 25, 1997. The _' :• :.•�,•:L• : purpose of the visit was to identify and delineate wetland boundaries. The site is bounded } by Monster Road on the east and south, Oaksdale Avenue S.W. to the north, and by .2' "` Burlington Northern Railroad tracks to the west and south (Township 23N, Range 4E, �,V.c Section 4). • The OPUS Northwest property investigated by SHAPIRO is composed of two Parcels. • - Parcel A is approximately 7 acres in area and Parcel B.is approximately 8.5 acres in area. ='::. The present site is a portion of a larger area delineated by SHAPIRO in 1989 (SHAPIRO, -' .: 1989. Wetland Delineation of the Container Corporation of America Site Renton, Washington.). The wetland found in this investigation is similar to but slightly larger than "` ;'• that found in 1989. -. Methods • ; iot:Y.sl..Way Wetlands on the site were identified and their boundaries established using methods r::'.r_>_ described in the U.S. Army Corps of Engineers Wetlands Delineation Manual. ^r S.i1..-400 •: :};.• (Environmental Laboratory, 1987), commonly referred to as the 1987 Manual. Wetland :!•f:i "•• boundaries were marked with bright orange flagging labeled "WETLAND BOUNDARY" '•rS.aftles WA 98104 a a flagging .�`' and with wire stakes with red flagging. Wetland flagging was numbered in sequential :cT.l.phan., order. Sample plots were established at the site. Soil was characterized by digging a hole to a depth of at least 18 inches below the ground surface. Soil layers, or horizons. were `.'206.624.9190 described with regard to the soil texture, color, presence or absence of redoximorphic features (such as mottling or gley color formation), and organic matter content. All .:•Facsimile: herbaceous plant species within a 5-foot radius of the soil pit were identified, and the percent of the ground each covered was estimated. All shrubs. saplings, and trees within a 206.624.1901 30-foot radius of the soil pit also were identified and their cover estimated. Data collected at each of these sample plots were recorded: data fon - t!Vtanh 5. E-mail: OCT 3 0 1997 ihapiro0shap.com •- DEVELOPMENT PLANNING CITY OF RENTON Mr. Roger Pecsok . Page 2 October 22, 1997 Results • • A review of existing literature, including the National Wetland Inventory, Renton , Washington Quadrangle (U.S. Fish and Wildlife Service, 1988), and the King County Wetlands Inventory (King County Environmental Division. 1990), indicates that the site • was not identified as a wetland at the time of the surveys. The King County Wetlands Inventory does not map wetlands less than 1 acre in size. The Soil Survey of King County.Area, Washington (United States Department of Agriculture: Soil Conservation Service, 1973) has mapped the site as containing five distinct soil series. Beausite gravelly sandy loam (6-15% slopes),Beausite gravelly sandy • loam(15-30% slopes), Puget silty clay loam, Woodinville silt loam, and Urban land (soil that has been modified by disturbance and additions of fill material). Of these the Puget silty clay loam and Woodinville silt loam have been classified as hydric according to Hydric Soils of the United States (United States Department of Agriculture: Soil Conservation Service. 1985). There are two parcels in the investigated area, Parcel A and Parcel B. Parcel A is predominately a mowed grass field approximately 7 acres in area. Parcel A is bounded by Monster Road on the east and south, to the north is a commercial lot with a one story -. warehouse. Parcel A is relatively level in the north and northeast area of the site and then • gradually slopes uphill-to,the south and the west. Near the top of the southwestern slope where the grass vegetation ends is a forested area that serves as the western perimeter of the investigated area of Parcel A. The northern side of the forested hill is the property of OPUS Northwest LLC, the southern side of the forested hill is King County Department of Metropolitan Services (METRO) property and is enclosed by a chain link fence. The ground along the fenced boundary has been recently cleared. A north-to-south trending cleared ravine approximately 15 feet wide, 20 feet deep, and 200 feet long is at the top of the slope on the OPUS Northwest LLC property. The forested hill bisects the investigated - areas of Parcel A and Parcel B. Parcel B in the northwest section of the site, is approximately eight acres in area. and is bounded on the north. west and south by Burlington Northern Railroad tracks. The eastern border of Parcel B is the toe of the slope of the forested hillside. The vegetative habitats at Parcel B include deciduous forest. scrub- shrub wetland, emergent wetland. grassland, and open water area. The topography of Parcel B is relatively levelwith some troughs and berms occurring throughout the site. A section in the western area of Parcel B approximately 200 feet long and 60 feet wide was recently scraped of vegetation and approximately 4 to 8 inches of soil. • Mr. Roger Pecsok • Page 3 October 22, 1997 Sample Plot one was established approximately 150 feet south of the northern border and 50 feet east of the western border of Parcel B. Reed canarygrass (Phalaris arundinacea) is the dominant vegetation with trace amounts of spotted cat's ear(Hvpochaeris radicata). The soils are gray (2.5Y 5/1 and 2.5Y 6/1) silt loam and silty clay loam. The mottles are brown to light olive brown (7.5YR 4/4 and 2.5Y 5/6), common and medium. The soils match the mapped Puget silty clay loam series. The soil was moist throughout the horizon. The vegetation, soil, and hydrology at Sample Plot one are hydric according to wetland classification criteria. Sample Plot two was established approximately 150 feet south of sample plot one and 50 feet east of the western border. Approximately 60% of the ground has been cleared of vegetation. Reed canarygrass is the dominant existing vegetation with plowed remains of Himalayan blackberry (Rebus discolor) in the surrounding area. The soils are dark grayish brown and light brownish gray (10YR 4/2 and 2.5Y 6/2) silty clay loam and loam. The .mottles are dark yellowish brown (10YR 4/4) common and coarse. The mottles did not occur in the top 10 inches of the profile. There were no hydric features in the upper 10 inches of soil. The vegetation is the only parameter met at Sample Plot two according to wetland classification criteria. Sample Plot three was established approximately 25 feet northeast of Sample Plot two. The dominant herbaceous vegetation is common velvet-grass (Holcus lanatus) with patches of of reed canarygrass, Canadian thistle (Cirsium arvense) and bare ground. The shrub vegetation is,Himalayan blackberry and black cottonwood (Populus balsimifera var. trichocar pa) are on the perimeter of the sample plot. The soils are dark grayish brown and light brownish gray (10YR 4/2 and 2.5Y 6/2) silty clay loam and loam. The mottles are dark yellowish brown and yellowish brown (10YR 4/4 and 10YR 5/4) common to many and tine to coarse. The soil was moist throughout the horizon. The vegetation. soil, and hydrology at Sample Plot three are hydric according to wetland classification criteria. Sample Plot four was established in the northeast area of Parcel B on the bank of the open water area approximately 50 feet west of the base of the forested hill and 250 feet from the northern border. The dominant herbaceous vegetation is reed canarygrass with patches of cattail (Tvpha latifolia), soft rush (Juncos effusus), nodding beggar-tick (Bidens cernua), and bare ground. The shrub and tree vegetation included bittersweet nightshade (Solanum dulccunara) and Pacific willow (Salix lasiandra). The soils are very dark grayish brown and grayish brown (10YR 3/2 and 2.5Y 5/2) silt loam. The mottles are yellowish brown (10YR 5/4) common and coarse. The soil was saturated at the surface and the surrounding Mr. Roger Pecso. Page 4 October 22, 1997 area had approximately four inches of inundation. The vegetation, soil, and hydrology at Sample Plot four are hydric according to wetland classification criteria. A wetland was identified in Parcel B in the northern area of the site. This wetland is approximately two acres in area and would be classified as a palustrine emergent. and scrub-shrub wetland. Based on the City of Renton Sensitive Areas Ordinance (undated), the wetland could be classified as a Category HI Wetland because it is larger than 5,000 square feet and has received extensive human disturbance. This wetland was designated • Wetland A and flagged from Al to A45 in a continuous loop. Wetland A is approximately 500 feet long and 400 feet wide at the longest points. Wetland A runs along the base of the • forested hillside on the east border and adjacent to the Burlington Northern railroad tracks on the northern border from the northeast to northwest corners of Parcel B. Wetland A • crosses Parcel B from the northwest corner to the southeast border in'a triangular fashion. A portion of the western border of Wetland A traverses the scraped area of Parcel B. Wetland determinations of the scraped area was based on the presence of hydric soils within 10 inches of the original ground surface assuming an estimated four inches of soil was removed during scraping. • Sample Plot five was established in Parcel A approximately 100 feet west of Monster Road and 200 feet south of the northern border of the site. The dominant herbaceous vegetation is bluegrass (Poa sp.) and tall fescue (Festuca arundinacea). The soils are very dark • . grayish brown (1OYR 3/2) loam. There are no mottles and no hydrological features. The vegetation, soil. and hydrology at Sample Plot five do not qualify as hydric according to wetland classification criteria. • Sample Plot six was established in Parcel A approximately 100 feet west of Monster Road and 200 feet southwest of sample plot five. The dominant herbaceous vegetation•is • common velvet-grass and tall fescue with trace amounts of soft rush. The soils are very dark grayish brown (10YR 3/2) loam. There are no mottles and no hydrological features. A pipe was located five inches below the surface. The settling of the earth following the installation of the pipe is likely the source of the swale topography in this area of Parcel A. The vegetation is the only hydric feature at sample plot six. The soil and hydrology do not qualify as hydric according. to wetland classification criteria. Conclusions SHAPIRO delineated one wetland on the OPUS Northwest site on September 25, 1997. • Mr. Roger Pecsol Page 5 October 22, 1997 This wetland appears to meet the minimum criteria to be considered a jurisdictional wetland by the U.S. Army Corps of Engineers: the presence of wetland plants, hydric soil, and hydrology at or near the ground surface. Any development activities that may affect these wetlands likely would require authorization from the U.S. Army Corps of Engineers. In addition to applicable federal and state regulations, the City of Renton has regulations that pertain to the altering of wetlands. Thank you for the opportunity to prepare this material for you. If you require additional • assistance on this or any other project, please do not hesitate to call me or Mark Boule. Sincerely, SHAPIRO AND ASSOCIATES, INC. Calvin Kelly Douglas • Wildlife Ecologist Christopher W. Wright Soil and Wetland Scientist