Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Misc 3
... ' • MARK W. STIEFEL, P.E. CONSULTING• CIVIL ENGINEERING• PLANNING• PROJECT MANAGEMENT• WETLAND PERMITTING TECHNICAL INFORMATION REPORT (TIR) LEVEL ONE DRAINAGE ANALYSIS SANDHU PRELIMINARY SUBDIVISION (BENSON TRAILS) 12044 SE 184TH STREET RENTON, WASHINGTON 98058 Prepared for: MR.KULWANTSANDHU 13989 SE 159TH STREET RENTON, WASHING TON 98058 Prepared by: MARK W. STIEFEL, P.E. j EXPIRES 12/17/ "'~ OCTOBER 10, 2003 22312 113th AVE. S.E. KENT, WASHINGTON 98031·2651 TEL: (253) 854-7472 CELL: (206) 300-5853 r\ FAX: (253) 854·1575 1\ EMAIL: stiefel_eng@msn.c m TABLE OF CONTENTS SECTION NO. / NAME PAGE NOS. 1. PROJECT OVERVIEW •..•••...•.......•..•.....•...................... • FIGURE 1. TIR WORKSHEET ..................... . • FIGURE 2. SITE LOCATION ....................... . • FIGURE3. DRAINAGE BASINS, SUBBASINS, .. SITE CHARACTERISTICS 1-5 6 7 • FIGURE 4. SOILS (King County Soils Survey)........... 8 • FIGURE 5. STREAMS AND 100-YEAR FLOODPLAINS 9 • FIGURE 6. WETLANDS 10 • FIGURE 7. EROSION HAZARD AREAS 11 • FIGURE 8. SEISMIC HAZARD AREAS 12 • FIGURE 9. LANDSLIDE HAZARD AREAS 13 GENERAL DESCRIPTION: ............................................... 14-16 2. CONDITIONS AND REQUIREMENTS SUMMARY ............. 17-19 • CORE REQUIREMENTS (1-8) • SPECIAL REQUIREMENTS (1-5) 3. OFFSITE ANALYSIS ................................................... 20-21 • LEVEL ONE DOWNSTREAM ANALYSIS: • LEVEL ONE UPSTREAM ANALYSIS 4. FLOW CONTROL AND WATER QUALITY FACILITY ........ 22-25 ANALYSIS AND DESIGN • PRELIMINARY CONCEPTS 5. CONVEYANCE SYSTEM ANALYSIS & DESIGN .................. 26- • PRELIMINARY CONCEPTS 6. SPECIAL REPORTS AND STUDIES .................................. 27 7. OTHER PERMITS ......................................................... 28 8. ESC ANALYSIS AND DESIGN ........................................ 29 • PRELIMINARY CONCEPTS 9. BOND QUANTITIES, FACILITIES SUMMARIES AND ....... 30 DECLARATION OF COVENANTS 10. OPERATIONS AND MAINTENANCE MANUAL ............... 31 11. RECOMMENDATIONS 32 Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis FIGURES/MAPS: PAGES • FIGURE 1. TIR WORKSHEETS .......................................... 1-5 • FIGURE2. VICINITY MAP ........ .......... ...... ...... ..... ....... .... 6 • FIGURE3. DRAINAGE BASINS, SUBBASINS, ... ...... ............. 7 SITE CHARACTERISTICS • FIGURE4. (KING COUNTY SOILS SURVEY MAP) ... ...... ... ...... 8 • FIGURES. STREAMS AND 100-YEAR FLOODPLAINS 9 • FIGURE6. WETLANDS 10 • FIGURE 7. EROSION HAZARD AREAS 11 • FIGURES. SEISMIC HAZARD AREAS 12 • FIGURE9. LANDSLIDE HAZARD AREAS 13 • PLATMAP SANDHU PRELIMINARY SUBDIVISION MAP ..... 15 • PLAN CONCEPTUAL DRAINAGE PLAN 24 • MAP CONCEPTUAL UTILITIES PLAN .. .... .. ..... • . .... ... 24 EXHIBITS: KING COUNTY SWP DRAINAGE INVESTIGATION REPORT LOGS ........ 43-46 Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis Stiefel Engineering Project 22802 10/10/03 • FIGURE 1. TIR WORKSHEET (Pages 1-4) / Sandhu Preliminary Subdivision Level One Drainage Analysis King County Department of Development and.Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part .1 PROJECT OWNER AND PROJECT ENGINEER ·part3 TYPEOFPERMIT" APPLICATION Qubdivfson::_:::;, Short Subdivision Grading Commercial Other ________ _ . Part 2. PROJECT LOCATION AND. DESCRIPTION . I/ Proiect Name ?3,B'/"v{"$"M.(" 7it41't:? '' ,,$4AlbA,f;/ ...:S:{./BL::y,f'/;5vo,-.._> Location Township 7 t!;?-c/ Range er~ ............. Section M::V f1/ ,3 .::3 . ' . . ,' '. . ' . Part 4 OTHER REVIEWS AND PERMITS .-. ' DFW HPA COE 404 DOE Dam Safety FEMA Floodplain COE Wetlands Shoreline Management Rockery Structural Vaults Part.fr SITE COMMUNITY AND' DFl:AINAGE BASIN Community Drainage Basin ,::::'.7~.,.G c~K ···. Part 6 SITE CHARACTERISTICS . River Stream------------ Critical Stream Reach Depressions/Swales Lake __________ ~ Steep Slopes _________ _ . -Floodplain ________ _ Wetlands ,@-</6/7'2E..-- Seeps/Springs High Groundwater Table Groundwater Recharge Other _________ _ Part? SOILS . . .. Soil Type Slopes .1;rL2 o--q Additional Sheets Attached Part 8 DEVELOPMENTLIMITATlONS . REFERENCE Ch. 4 -Downstream Analysis Additional Sheets Attached . ' '.. ' . Part 9 ESCREQUIREMENTS . . MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION / ~dimentation Facilities ./ Stabilized Construction Entrance / Perimeter Runoff Control V Clearing and Graing Restrictions /cover Practices /construction Sequence Other . . . . Erosion Potential Erosive Velcoties ?<?a.2 ~ LIMITATION/SITE CONSTRAINT ... · .... . ''''. ,' MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION / Stabilize Exposed Surface t/"' Remove and Restore Temporary ESC Facilities / Clean and Remove All Silt and Debris / Ensure Operation of Permanent Facilities ~ Flag Limits of SAO and open space preservation areas Other Part 10 SURFACEWATERSYSTEM ...-/ Grass Lined Tank Infiltration Method of Analysis Channel t'~~ Vault Depression ·/Pipe System Energy Dissapator vFlow Dispersal Compensation/Mitigati on of Eliminated Site Open Channel v'wetland Waiver Storage ·vtJryPond Stream Regional ' A/;A<""' Wet Pond Detention Brief Description of System Operation R~ A~,e/"" Z?' t:!(Z?6?:?A-laE .;1· :Z c:,E,?// 2?~777...W n,.,072 '-'1127'2=:!Jtt / Facility Related Site Limitations Reference Facility Limitation Z?&:'~ ~ ~ .ZJ,PAff ~~- Part11 STRUCTURAL ANALYSIS Cast in Place Vault Retaining Wall ./Rockery> 4' High Structural on Steep Slope Other .. ·.. . Part 12 EASEMENi:srrRAcTs .. · '. -.. '' ' ,,'. Drainage Easement "'Access Easement v'Native Growth Protection Easement 0ract "A .,f ?> '/ Other Part.13. SIGNATURE'OF PROFESSIONAL:ENGINEER · I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. ~ Basin: OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 (?,:?00~~-Subbasin Name: ._:5,e,~ C~~ Subbasln Number: .W~A / !i/f ii~1!1~1lilii1l1I ~l!i!Jl~:~~~~Jffl/ 1f _.. • '6K (V l/~2Yv~ 1~7 ~ ~4~_ll /P,· I NA,., I I ~~P<-7~ 1~1~1W? j~~2'/~~:r~ 3-27' I P..4, ~ I C,P~ 1,y~/ ~ I ,-,?' / ~ ~hfJ&Z:----~~~67 -YI# I ~ I /<-t4, -;?:>/?"'c~ t'g7'" .,4.c'..<e=~. ~ .ef; 6/Z l ~ ~.P~ '~VR.-14-.&-7~::.:bS .,,... :.> /~ . ~pt/~ ,-, 0.. ;/ I, .Or"/,..v' ~r·~~ d / _r /f'/',,C~ . ,,?,/~/L/~"--__ __:-::a·~_;,.:-:;;..:---,.-;2rz-~~c~ .A!.4---~,~~-4=!.- ~~,.,:: l~,-,~~14tl7'.37~'1 ~A, ~ I ~ff I 7"#'c,~p-7~,.7-~ /"?'Zr [~) I~£' '"*// ~~~ IZ~/.t7/Z.... I ~Alh~l;tj>~..a::,, ....,. ~··--....-c~::;;;-"-' ~-5_,Y ~ .c-57,.--z=~ ~-;(~/ . ~ --5:..-.:S ~-'7~ o~,efr?Ai..b = /fJlt! ~ --:::,"~/ ,?~ /'l, /572--c,~'P~ ~~~ . ~ ,?#~,er-:t:.? c:q!.<k:..e:r --:74' /·--<:-~./} I .I'~/ _u~/2:' O~L ? W 7 ::T ,- u;,;-;Gr?~ ..--; --· -=---. ~_.> ~~=~ /~ 7~·~.Jf A~_s L Hable.doc 11/2/92 • FIGURE 2. SITE VICINITY MAP , .. ····--------------------------+---·--·· -·· iMap Print Page Stiefel Engineering Project 22802 10/10/03 3 •• Sandhu Preliminary Subdivision Level One Drainage Analysis • FIGURE3. DRAINAGE BASINS, SUBBASINS SITE CHARACTERISTICS i .•C•.•Cej ,_3 Ht;;il1itJ'1!~:1 F'<!i1Ll~9 O s~ 'ti<-c-l.ad Fen!:.1";>-!,I C::i:J'lty &::n111da;y /'v-1 s1~.;:,9ts ParOBl lna:irpara19d . .\re,;i Lai<_~'i a!ld Lsr,;,Jiir) Riv~nz EJ Fbod--way SA() V,1!1~ !,1 nd Stiefel Engineering Project 22802 10/10/03 Legend S.40 Lan1sY.:fo [§:j SA-0 Se;, m= SAO Er,::n\:i h • Sen:trtii/9 Araa !\:~f:,t-~n -:is V/LRO Dratna99 Ca; .. ,µ:a'.nl-i. iopo Can1ours (5rt) /;..1-:; ·, ', ', \:~·1\''· ti;,,::,\ Sandhu Preliminary Subdivision Level One Drainage Analysis • FIGURE 4. SOILS (KING COUNTY SOILS SURVEY MAP) So ==-====- Wo , == • l'>lo 1: -.;. Stiefel Engineering Project 22802 10/10/03 ... ... .. .. . . . . Sandhu Preliminary Subdivision Level One Drainage Analysis AgC , \ ...... , . , • FIGURE 5. STREAMS AND 100-YEAR FLOODPLAINS Stiefel Engineering Project 22802 10110103 Sandhu Preliminary Subdivision Level One Drainage Analysis , Stiefel Engineering Project 22802 10/10/03 • FIGURE 6. WETLANDS Sandhu Preliminary Subdivision Level One Drainage Analysis I ·1 L:i ' ' Stiefel Engineering Project 22802 10/10/03 • FIGURE 7 . EROSION HAZARD AREAS // Sandhu Preliminary Subdivision Level One Drainage Analysis ,-. ' .. Stiefel Engineering Project 22802 I O/I0/03 • FIGURE 8 . SEISMIC HAZARD AREAS Sandhu Preliminary Subdivision Level One Drainage Analysis ,' -----: >. \ ' .. \ . .:-..... '\! . ' '-\ "\; Stiefel Engineering Project 22 802 10/10/03 • FIGURE 9 . LANDSLIDE HAZARD AREAS /.3 Sandhu Preliminary Subdivision Level One Drainage Analysis 1. PROJECT OVERVIEW GENERAL DESCRIPTION: The subject property, which is 6.27 acres in size, is located in unincorporated King County. The owner intends to subdivide the property into 17 single family detached lots. King County requires the applicant to submit a schematic design package with the formal application for Preliminary Plat approval and a Level One Drainage Analysis according to the 1998 King County Surface Water Design Manual. Zoning The property is currently zoned R-6 SO, which allows 6 to 9 dwelling units (DU), per acre of property being subdivided. The SO designation identifies that additional development conditions may be imposed on the property. These conditions are normally associated with environmental constraints. • (Refer to Exhibit -King County SITUS File Information). The properties to the north are zoned R-6 SO, are partially developed and include the PBA transmission lines. The properties to the east, south, and west are zoned R-6 SO. The properties are partially developed as single family detached. The proposed subdivision of the subject site into 17 lots is consistent with current land use regulations, provided adequate mitigation is provided for anticipated environmental impacts. Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis PLAN -.c=--.__ilr·l· ,t/ft7;:~~~~~i~o.i . CORN(P . JN, w~rf;R · ., . , · r~or srrJ·. ·. · · • . . . . . ,, . • ',:J ~·~ ,, :.- I 1/\e•/;· ---• ;,; ,111 ,:;J ' 1 -'1-___________ J DII ·: ,..,.Pf rt\*-------, t+-"''"''"~ . f~' V \ I \ f ,.: i; I ~·-~T--~~--_J ,-,~;,oo-"--/ r·-•- 1 LOT_1_7·---,.' oil, I . ~ •• <(; \ .:UUIS' 1a3 ~i?t ...... ~--..3nll-,,.,·· _.,. ..--20' B' r .. J ':A -.r-4>-_·--·-., .. \., .... ..,. ;. , .. , ~::~--- 91,7 I': .. Sti~fel Engineerin ProJect 22802 g 10/10/03 804.01J' .-.~ (Vi"!). Sandhu Prelim. Level One ~0 8:'f Subdivision ramage Analysis R-6-SO EXISTING CONDITIONS Access: Access to the site is provided from SE 184th Street, which currently terminates approximately 3 00 feet east of the east property line. A private gravel driveway extends from SE 184th Street about 150 feet northerly to serve the existing residences. Topography: Vegetation: • The site is located near the crown of a large hill. The field topographic map indicates that the actual site is fairly level, with a 2 percent average slope from the northwest to the south or southeast. Larger wetlands are located within the site draining southerly via culverts across SE 184th Street. The majority of the property is heavily vegetated, due to the presence of wetlands and the BP A power line. The southwesterly parcel has been previously disturbed as part of the existing single family residential usage. According to the 1998 KC Surface Water Design Manual, the majority of the existing site would be classified as Till Pasture and Till Grass. Soil Classification: According to King County Soil Conservation Service mapping, the underlying soils are of the Alderwood classification (AgC), which are moderately well drained. They are further classified as hydrologic soil group "C" for use in estimating storm runoff volumes. • (Refer to Figure 4 King County Soil Conservation Service Map) Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis 2. CONDITIONS AND REQUIREMENTS SUMMARY Based upon the available topographic information, site investigations, interview with the property owner, and review of County SWM files, the subject 6.27 acre Sandhu site should be evaluated according to the following core requirements established in the "King County 1998 Surface Water Design Manual". CORE REQUIREMENTS: (From Table 1.1.2.A Requirements for Full Drainage Review) Core Requirement #1 -Discharge at the natural location The major natural point of discharge of surface water from the subject site is by surface or sub-surface flow near the south central property line via an existing 8-inch diameter culvert. Therefore, the proposed point of discharge for the majority of the developed site (2. 5 ac) will be at the same south central location. This will include runoff from the new roads, sidewalks and driveways. Roof downspouts will be directed to onsite collection and dispersal systems to the wetland buffers. Lawn areas will be fairly level and may contribute near surface sheet flow toward the south property lines. Core Requirement #2 -Off-site Analysis Downstream System: This report addresses the requirement for a Level One Drainage Analysis. Upstream System: Provision will be made for maintaining and bypassing runoff from the northerly offsite area through the project. The existing onsite wetlands and culvert system will be maintained to allow runoff from the wetlands and buffers to discharge the site near the south central property line via an existing 12-inch diameter culvert. Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis Core Requirement #3 -Flow Control According to the Flow Control Applications Map, the site is located within the "Level- l Flow" Control Area and is within the Soos Creek Drainage Basin. Table 1.2.3 .A Summary of Flow Control Performance Criteria Acceptable for Impact Mitigation, for Level-I Flow Control requires matching the 2-year and 10-year peak flows, if no downstream problems are identified. (See Table 1.2.3.A, page 1-26 ofManual) Core Requirement #4 -Conveyance System The onsite conveyance system will be designed to provide capacity for the 25-year peak flow, and checked for the I 00-year peak flow. The existing offsite bypass system will also be checked for the 100-year peak. Two roof drain collection systems are proposed to discharge clean roof runoff to the wetland buffers to assist in maintaining hydrology. Runoff from those areas would be included in the bypass system to the south. Core Requirement #5 -Erosion & Sedimentation Control Temporary and permanent erosion and sedimentation control plans will be prepared according to the County Standards. Core Requirement #6 -Maintenance & Operations A Maintenance and Operation Manual will be prepared according to County requirements. The onsite storm detention ponds and biofiltration systems will be designed according to King County requirements. A chain link fence would be provided around the biofiltration swale and detention ponds for safety and maintenance purposes. Core Requirement #7 -Financial Guarantees & Liability The required financial guarantees and liability insurance will be provided as required. Core Requirement #8-Water Quality According to the Water Quality Applications Map the site is required to provide Basic Water Quality measures. Use of onsite storm detention vault and biofiltration swale is proposed to satisfy the basic requirements. Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis SPECIAL REQUIREMENTS: (From Table 1.1.2.A Requirements for Full Drainage Review) The following special requirements will be considered during project design and review. Special Requirement #1 -Other Adopted Requirements • (Refer to Reference 2-A from the 1998 Manual for SC P3 Soos Creek Community Planning Area for area specific clearing restrictions) Special Requirement #2 -Floodplain/floodway Delineation • No closed depressions are located onsite. • Wetlands have been inventoried, mapped and confirmed by DDES staff • The site does not contain or abut a Type I or 2 Stream, and therefore should not be subject to special requirements. • No floodplain or floodway analysis should be required Special Requirement #3 -Flood Protection Facilities • The proposed project does not meet the conditions for requiring flood protection. Special Requirement #4 -Source Control • Not Applicable, since the project is not commercial, industrial or multi-family. Special Requirement #5 -Oil Controls • The project will only create approximately 0.4 acres of new impervious surface subject to vehicular traffic. (Less than 1. 0 acres) • The project does not meet the criteria for requiring a coalescing plate oil/water separator. Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis 3. OFFSITE ANALYSIS (LEVEL ONE)-QUALITATIVE EXISTING ONSITE DRAINAGE: Field surveys and topographic mapping verify that the surface and subsurface runoff drain toward the south central portion of the site. The elevation difference across the site varies between 438 feet along the westerly property line to 420 feet along the southeasterly property line. The average slope is 2 percent. The maximum slope is approximately 5 percent. Runoff exiting the subject site appears to be primarily point discharge via an existing 12-inch diameter culvert near the south central property line, across SE 184th Street. DOWNSTREAM DRAINAGE SYSTEM (\4 Mile Downstream System): Runoff from the subject site and bypass area drains southerly across SE 184th Street via an existing 12-inch diameter culvert. The culvert discharges to an open channel, grass lined ditch covered with dense brush. The ditch flows southeasterly approximately 3 00 feet along the west side of parcel 3323059036. The flow continues overland approximately 175 feet along the same southeast alignment, which is the west side of the Bonneville Power Administration (BP A) transmission line easement. The flow then enters the east side of parcel 6199600080, which is under development as Auria Woods (L01P0024). Refer to the TIR worksheet, page 4 for detailed description of drainage path. The site of the Auria Woods subdivision, which is currently under construction, was the site of a previous drainage complaint file per DDES. The older drainage complaint would now be void, due to the construction of the approved onsite drainage system. This is the limit of the V. mile downstream analysis. (Continuation of drainage system % miles downstream): Approximately 1500 feet downstream of Auria Woods, runoff enters the Soos Creek wetlands and eventually Soos Creek. The Drainage Complaint Files from DDES identify several complaints within one mile of the subject site, however a review of the locations of the drainage complaints indicate the subject sites are located west of Soos Creek above the area of influence of runoff from the subject Benson Trails (Sandhu Preliminary Subdivision) site. An area south and east of the Auria Woods site is identified as SAO Erosion Hazard Area. Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis UPSTREAM DRAINAGE SYSTEMS Northerly Properties: Based on limited field topography the properties to the north drain southerly toward the subject site onsite wetlands and conveyance system. The subject project would maintain the existing drainage swale, wetlands, and culvert system to bypass all of the upstream runoff across the project. Runoff from this system exits the site via an existing 12-inch diameter culvert crossing SE 184th Street. Easterly Properties: The properties immediately to the east generally drain easterly. Portions of the onsite wetlands appear to extend onto the two properties east of the subject site. This area is also an easement for the Bonneville Power Administration transmission line. Westerly Properties: The properties immediately west of the subject site drain toward the south to SE 184th Street drainage system. Several of the properties northwest of the subject site drain southeasterly, with their runoff entering the onsite wetlands. Stiefel Engineering Project 22802 10/10/03 .2/ Sandhu Preliminary Subdivision Level One Drainage Analysis 4. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN • PRELIMINARY CONCEPTS Roofdrain runoff from the majority of the 17 new lots will be collected and transported via enclosed storm drainpipes to a point of discharge to the wetland buffers to provide continued hydrology to the wetlands. The runoff would be dispersed through a standard King County dispersal trench system. Where practical, other lot roof drains would use individual dispersal trenches to convey runoff to the buffers. Runoff from the onsite roadway and driveways would be collected and discharged via an enclosed storm drainage system to a biofiltration swale, then through a two cell detention pond, outlet control structure, then released to the downstream conveyance system. The bioswale and ponds would be sized according to the following criteria. Runoff Control (Basic Requirements) A. Peak Rate Runoff Control Post development runoff rates for the 2, 10, and 100 year recurrence interval storm events will be restricted to release rates equal to or less than the existing condition 2, I 0, and 100 year storms. B. Biofiltration Onsite biofiltration will be provided within a biofiltration swale designed according to criteria of the KCSW Manual. C. Detention Facilities (Possible Combined Usage) A two cell surface pond detention system would be located as shown on the conceptual drainage plan. Setbacks and slope stability issues will be addressed during design to protect the adjacent wetlands. A perimeter chain link fence is anticipated around the detention and biofiltration swale system for safety and maintenance considerations. A maintenance access road will be provided to this area. D. Infiltration Potential Onsite infiltration is not proposed at this time, due to limited site area and the presence of near surface hydrology. E. Potential for Direct Discharge Only roof drain runoff would be direct discharged to the wetland buffers. Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis F. Bypasses Onsite Bypass Area: A large portion of the northeast corner of the site currently discharges toward the south. The existing drainage system would be maintained to bypass runoff not generated by the proposed residential development. Offsite Bypass Area: A majority of the adjacent property to the north drains southerly toward and through the subject site wetlands. This would be considered bypass runoff and would not be included when sizing the detention system. It would be factored into the existing and post development release rates. Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis { -"C "' ~ a =-· _.._. {l) 0 (ti a1 oa- "'"' t,1 N:, ooOC o s· Nii g .. [l'l .. ~ <> Q. .., .,. <> " -"C 0 cl :, -<> -· t:I 2. • r-f~--------f~~-,1 I LO 16 :, j .r_ • r----_________ Ji p-----------, 'I LOT 17 :' I·! (JQ {/) 'r"".J'J"'.::;.="""""-r,..... Cl> g.. __..... ?;-e, e. ;S. ';:i I!]. ~-g JJ. ~\Qir..~---I .:-c~~~1i x~ ~, i.1-) , / \fAlJU: T\! 1'.-lf,\'T ;,..-P()lff:R PAINT LINES---'/ / \ Ma: a Bt ~P~RT I , f "'.3-)'.:~/ \_~::_~~'~:.' 1\>~,-..1 L~. r or· Pj/·J,:,S r L-El =_.23.S8 : 2· i.1(T.t.L ,. .,-:('-~-~;\ -. ·--.. :;:,;,~· 1 \5_ I J R-6-SO FOUND-2 \1~--f:>/_?[ _.,~-":»'..:!.!if_:'];_ il1;;:, UF_C:0[[:I), •t-f~11 I.J.,'Cijct< NEW 8" WAlER MAIN ~S,--""1-,\i~! P~;[J.'[,,;T "ti t"' > z C"'l 0 z Q ~ §2 t"' I;:, ~ ~ c;"l t'l "ti .. ~ CODE ANALYSIS: (R-6-SO) MINIMUM LOT WIDTH = 30 FT MINIMUM STREET SETBACK = 10 FT MINIMUM INTERIOR YARD SETBACK = 5 FT BASE BUILDING HEIGHT = 35 FT ~t~~~~~ ~~~~~~gE (PERL[_TJhITt; ?&J.NT LEGEND: GAS LINE PAINT ROAD WIDTH (MINIMUM) ---=-22 FTELEPHONE LINE PA/NT EASEMENT WIDTH (BOTH S!DES) = 10 FT WATER LIN[ PAINT LOT AREAS (LOTS 1-17) = 59,639 S.F. (1.37 ACRES) \ \ \ 3,508 S.F. (AVERAGE LOT AREA) IMPERVIOUS SURFACE AREAS: PAVEMENT AREA (ONSITE) = 10,653 S.F. PAVEMENT AREA (OFFSITE) = 3,096 S.F. SIDEWALK AREA = 6,462 S.F. (70% OF LOT AREAS) = 41.747 S.F. SUB-TOTAL NEW IMPERVIOUS = 61,958 S.F. (1.42 ACRES) EXISTING IMPERVIOUS (REMOVAL) = 9,204 S.F. (0.21 ACRES) TOTAL IN'CREASED IMPERVIOUS = 52,754 S.F. 1.21 ACRES 5. CONVEYANCE SYSTEM ANALYSIS & DESIGN (PRELIMINARY CONCEPTS) Conveyance System A. Capacity The design of the new stonn drainage system would be sized to accommodate the 25-year design stonn event. The system would be checked to verify that runoff from the I 00-year stonn event could be routed through the system without exceeding the grate elevation of the drainage structures. The outlet pipe to the downstream system would be sized to accommodate runoff from the I 00-year event from the subject site and the offsite upstream area. B. Oil/Water Separation Since the amount of new impervious area subject to vehicle traffic (approximately 0.55 acres) will be much less than 5 acres, special oil/water separation will not be required. • The last catch basin within the street system will include a standard oil/water separator component. • The bio-filtration swale will provide the final treatment of project runoff. C. Drainage Stubouts As required in the 1998 KCSW Design Manual, feasibility for use of individual downspout infiltration systems on each lot would be evaluated. However, a separate roof drain conveyance system is proposed as discussed above. Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis 6. SPECIAL REPORTS AND STUDIES • Wetland Analysis Report and Restoration Plan By B-Twelve Associates, dated August 5, 2003 and June 26, 2003 follow-up Mitigation Plan and Report transmittal to DDES. • A Geotechnical Report would be prepared during the design and engineering phases. Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis 7. OTHER PERMITS A. King County permits for Clearing, Grading, Drainage, and site utilities B. King County permit for Road improvements within right-of-way C. King County building permits for single-family structures. D. Soos Creek Water & Sewer District developer extension agreement for water servtce E. Soos Creek Sewer District permits for extending sanitary sewer service. Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis 8. ESC ANALYSIS AND DESIGN (PRELIMINARY CONCEPTS) Temporary Erosion and Sedimentation Control Measures: F. Clearing and ground cover An erosion control plan will be provided according to County criteria. Clearing and grading limits will be established for the project. G. Perimeter Protection Filter fabric fencing will be established along the property lines to nulllflllZe potential for erosion and impact to adjacent properties. Cut off ditches will be constructed and directed toward sediment ponds or other approved silt removal measures. H. Traffic Stabilization A stabilized rock maintenance access pad will be established at the entrance to the development to reduce potential for dirt and debris to be tracked onto the street pavement. If necessary, wheel wash facilities may be placed onsite to clean tires prior to leaving the project. I. Sediment Retention Temporary sedimentation ponds may be constructed onsite to trap and retail water borne sediment from being discharged to the downstream systems. An alternative would be to limit grading activities to drier summer and fall months to reduce potential for erosion and sedimentation. J. Surface Water Control Temporary and permanent grading will be constructed to reduce potential for surface water impacts to downstream properties. Controlled release rates will also protect the downstream systems. K. Dust Control Standard construction measures for controlling dust will be included in the project specifications for the contractor. L. Wet Season Construction Specifications will include special wet-season construction practices to reduce potential for excessive erosion. However, due to the limited topography of the site, this is not anticipated to be a problem, provided adequate erosion control measures have been installed and properly maintained. M. Sensitive Area Construction The only construction anticipated within sensitive areas would be the outlet from the project outlet storm drain pipe to the outfall near the Wetland 17 buffer area. A dispersion trench is anticipated to reduce velocities and potential for erosion at the wetland limits. Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis 9. BOND QUANTITIES, FACILITIES SUMMARIES AND DECLARATION OF COVENANTS Bond Quantities will be computed following preliminary plat approval and final engineering. Facilities Summaries will be provided following final engineering. Declarations and Covenants will be prepared during the final engineering phase. Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis 10. OPERATIONS AND MAINTENANCE MANUAL Maintenance A maintenance manual will be prepared for each element of the approved drainage system to assist the managers of the system to understand and implement necessary measures to ensure proper operation of drainage system. The onsite storm detention and biofiltration area will be maintained by the homeowners' association to be created in conjunction with the subdivision process. The property owners will maintain the downstream drainage system, subject to the conditions of the recorded easement. Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis RECOMMENDATIONS: The following recommendations are provided for consideration of King County and the applicant for addressing storm drainage issues. R-1. The proposed project should provide an enclosed storm drainage collection, conveyance, treatment and controlled release system as discussed above. R-2. The onsite wetlands and respective buffers need to be maintained an included in a separate tract for native growth protection or dedicated to King County for possible trail usage along the BP A easement. R-3. Maintenance access to the BPA easement needs to be provided from SE 184th Street. Stiefel Engineering Project 22802 10/10/03 Sandhu Preliminary Subdivision Level One Drainage Analysis A03P0237 SANDHU HYDRO&GEO /)/.Fish and Ditch Data "/ii/Ta,mshlp Lines ~ '"• Wildlife Networl< Basi ns ·R • ·osLINES ~SECLINES W"fWPLINES N Streets ~Stream ~~p ~2S m i M SAOWeUand [2! SAO LandsHde 8B SAO Coal Mine !SJ SAO Seismic CJ SAO Erosion Water Bodies CJ WLRD Drainage Complalms c_:_J Parcels P;on;els near Eagle Habllat WOFWl WDFW2 OR TREES1 WOFW2 OR TREES3 TREES2 FEMA Cross Sections FEMA Floodway t:) FEMA 100-yr. Floodplain Cities N City Boundaries 0 500 1000 1'• 1333 feet ® King County 1500 Feet L\] \Ji:'A -'I -·· ' -, ...__,, -, --~·· ,-- i I ' ,\ ._ ______ "·- I +--'--- / J ! .L ·-· 1- 1 '+ r-';~t-. \-._!·-· --· __ -_ \ \ 1 ! : £ .. ,-.-1 ' r-·· -~ ,-- i - , .. , ; 1: I r 1- A0 3P0237 SAN D HU 1998 MAN UAL N Township Lines S-T-R /\,/ QSLINES N s ECLINES '/'ti,/TWPLIN ES N Streets Wa!JM Bodies :_-:] Parcels Cities Sensitive Slope Level 2 Areas ~DA a:::J ERS La ndslkle Hazard Level 2 Areas DA LND Area Specific Flow Control Requirements Level 1 FC Area -Level 2 FC Area -Level 3 FC Area Basin-wide Flow Control Requirements D Level 1 FC Area c::::] Level 2 FC Area N City Boundaries 0 500 1000 1500 Feet 1"• 1333 feet ® King County f • I The informal ion irdudod on this map has been oompiled by .-King County staff from a vwty ol 90lM'O!S and le Sttjec11o char',go v.flhout no1kle. K;ng Cooniy makes no re prMenlailonsorwatTanlies. e.1Cpress0< il'Tpted, as lo H• a«traCY, completer.ass, tlmellness, or righls 1Q the use ot !1JCh Information. King County shall not be Hable for any general, special , indirect, Incidental, orconsequenllaJ d~ hciuding, but not lirrbd to, k>sl revenues or lo•t p-otits reSUllng from the use or misused lhe lnfom'lation contained on thls mop. My sale of lhb map or lntom\iltion on lhls map is p-ohi>Hed excepl bywritle-n pennlssion of Ki !l'il Coonty. ~J tA \ Parcel Number: 6199600282 Taxpayer: SANDHU KULWANT S+SANTOKH K Annexation: NIA · Jurisdiction: Unincorporated King County Situs Address: Postal City: Renton, 98058 -------------·---- Plat Name: NORTHWESTERN GARDEN TRACTS DIV NO. 0 Rec: nil Lot: 5; Block: 2 Kroll Page: 605 W Thomas Bros. Page: 686 114-S-T-R: NW-33-23-5 Acres: 4.31 (187743 SqFt.) --------- Current Zoning: R-6-SO Potential Zoning: Comp. Plan .Land Use: um Assessor's Open Space: NIA Commercial Use: NIA Number of Units: NIA Mobile Home: N Land Value: 94000 Improvements Value: 0 Community Plan Area: Soos Creek Unincorporated Area Council: NIA School District: Renton School District 403 Fire District: 40 Roads MPS Zone: 342 ($3730.00) Waterfront: No Water Service: WATER DISTRICT Water Service Planning Area: Soos Creek Water And Sewer District Sewer Service: No Information Airport Noise Remedy Program : NI A Bald Eagle Flag: NIA Council District (1996-2001 ): 9 Kent Pullen (R) Council District (2002): 5 Dwight Pelz (D) Drainage Basin: Soos Creek, WRIA 9 Police: King County, Pct: 3, Dist: F3 Service/Finance Strategy Area : Full Service Snowload Zone: Standard Agricultural Production District: N Forest Production District: N Rural Forest Foc us Area: N TOR Type: NIA TDR Status: NIA TOR Permit Number: NI A --~~---------- Building Ins pection Area: Cleo Rubalcaba Clearing Inspection Area: Jim Ballweber Code Enforcement Inspection Area: Sheryl Lux ESA Inspection Area : Kathy Newborn Grading Inspection Area: Ramon Locsin Land Use Inspection Area: Tenzing Thinley Sens. Areas Notice(s) on Title: Parcel Number: 6199600320 Taxpayer: SANDHU KULWANT S+SANTOKH K Annexation: NI A Jurisdiction: Unincorporated King County Situs Address: 12044 SE 184TH ST Postal City: Renton, 98058 ---------------·-·-- ·:1 Pl at Name: NORTHWESTERN GARDEN TRACTS DIV NO. 0 Rec: nil Lot: 7; Block: 2 Kroll Page: 605 W Thomas Bros. Page: 686 114-S-T-R: NW-33-23-5 Acres: 1.96 (85377 SqFt.) ----------------- Current Zoning: R-6-SO Potential Zon ing: Comp. Plan Land Use: um Assessor's Open Space: NI A Commercial Use: NIA Number of Units: NIA Mobile Home: N Land Value: 99000 Improvements Value: 77000 ---------------·---- Community Plan Area: Soos Creek Unincorporated Area Council: NIA School District: Renton School District 403 Fire District: 40 Roads MPS Zone: 342 ($3730.00) Waterfront: PRIVATE Water Service: WATER DISTRICT Water Service Planning Area: Soos Creek Water And Sewer District Sewer Service: PRIVATE Airport Noise Remedy Program: NI A Bald Eagle Flag: N/A Council District (1996-2001 ): 9 Kent Pullen (R) Counc il District (2002): 5 Dwight Pelz (D) Drainage Basin: Soos Creek, WRIA 9 Police: King County, Pc t: 3, Dist: F3 Service/Finance Stra tegy Area: Full Service Snowload Zo ne: Standard Agricultural Production District: N Forest Production District: N Rura l Forest Focus Area: N TOR Type: N/A TDR Status: N/A TDR Permit Number: N/A --------------------- Bui Id ing Inspection Area: Cleo Rubal caba Clearing Inspection Area: Jim Ballweber Code Enforcement Inspection Area: Sheryl Lux ESA Inspection Area : Kathy Newborn Grading Inspection Area: Ramon Locsin Land Use Inspection Area: Tenzing Thinley ~E:nS:.. Areas Notii;.e(s) on Title: .. ·~ ·-;-:., ., . . ;;".... ·-.~~. . ·.•,;t:'. BD06 KING COUNTY DEPT OF ASSESSMENTS BDOl PAI11260-S1 REAL PROPERTY CHARACTERISTICS 09/04/03 08:48:22 .1 ACCOUNT: 6 1 9960-0282 -0 SITUS : TAXPAYER: SANDHU KULWANT S+SANTOKH K QSTR: NW 33 23 OS LOT: S BLK: 2 * L A N D D A TA ZONE ACTUAL JURISDICTION KING CO ACRES 4.31 WATER SYSTEM WTR DIST SEWER VIEW OPEN SPACE TIDELANDS WATERFRONT FEET WFT LOCATION NO * PLAT: NORTHWESTERN GARDEN TRACTS DIV NO. 06 JURS: KING CO * * B U I L D I N G BLDG SQ FOOTAGE DATA FIRST FLOOR 1 /2 FLOOR 2ND FLOOR UPPER FLOOR TOTAL BSMT FIN BSMT BSMT GARAGE TOTAL LIVING AREA ATTACHED GARAGE DAT A * * BLDG MISC BLDG INFO YEAR BUILT #STORIES #LIVING UNITS DAYLIGHT BSMT HEAT SOURCE HEAT SYSTEM ACCESSORY IMPS POOL AREA POOL CONSTR DET GARAGE AREA OF WFT BANK ROOMS CARPORT AREA WFT RIGHTS ONLY BEDROOMS MOBILE HOME * * ================================================================= ( 0.1) == CHOOSE ONE OPTION: PRESS <PRINT> TO PRINT SCREEN, <PF4> FOR LEGAL , <PF6> FOR HISTORY, <PF7> FOR TAXES BD06 ACCOUNT: 619960-0282-0 KING COUNTY DEPT OF ASSESSMENTS REAL PROPERTY LEGAL DESCRIPTION SITUS: TAXPAYER: SANDHU KULWANT S+SANTOKH K LEGAL DESCR IPTION -PAGE 1 OR <PF8> TO END . BDOl PAI11280-Sl 09/04/03 08 :48:29 .6 QSTR: NW 33 23 OS JURS: KING CO LOT 5 BLOCK 2 NORTHWESTERN GARDEN TRS DIV NO 6 R/W ACROSS SE 1 /4 OF NW 1/4 OF TRACT 4 & N OF S LN OF TRACT 7 PLAT : NORTHWESTERN GARDEN TRACTS DIV NO. 06 TRACT 5 LESS W 300 FT TGW 250 FT S EC 33 -23 -05 LY S OF N LN OF PROD ELY -SUBJ TO TRANS LN ESMT * END OF LEGAL DESCRIPTION* 0 .1 ) =============================================================================== CHOOSE ONE OPTION: PRESS <PRINT > TO PRINT SCREEN, <ENTER> FOR MORE LEGALS, <PF2 > FOR CHARACTERISTICS, <PF6> FOR HISTORY, <PF7> FOR TAXES OR <PFS> TO END. ~1ap eutput http://www5.m etrokc.gov/servlet/com.esri.es rimap.Esrimap?Servic ... 1 of 1 ® King County a::mal a:mm111 Ki41 1Ji%4¥ Cou nty Boundary Stree ts P a:cel l nco rp ordted A rea ,---, L il kes and L a rg e H rva rs Foodway SAO W elland • Sensnrve Area Mia. on Tll l!! \NLRD D ra i11age Co mplain ts .,,../ T opo ·Contours (5 ft ) Comments Wi¥il3'M The in°formation'iiic1uded o n thi"s -map has been compilecfby -King Co-unty sta tt"iro'm avariety of sources 'and is .. subjec t :1 to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information . King County shall not be liable for any general , special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this n,ap ~s _prohibi~~ ~xcept _by wri!tel'l i:,errni~si°-l'l 9.fKing Co_ll_nty. K ing Co unty I GIS Cente r I News I Services I Comments I Sea rch By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site . The det ails . I 0/09/2003 11 :3 7 AM ~ A03P0237 2000 PHOTO N Township Lines S-T-R . . / \/ OSLINES @.s ECLINES N TWPUNES N StreelS Water Bodies CiUes 0 100 1·= 200 feet 200 Feet @King county The information ln::fuded on this map hes been oocnplled by Kil"G County staff from a variety of SOU"ces and is Slbject 10 change 'Nithout notice. Kklg Cou~ makes no r1presentationa orW1WTa.nilies, express or ln¥,lllod, as to the «:Ola,:;y, compl,etanee:s, llmet!Mss, « rlgtu to U• use or SUGh lf"lformauon. Kng Coc.rity shall nc)( be liable for any general, specia', indll'ect, lncldlrtal, « con,equenllal damages indudi~, bul not llmked &o, lost revenues or losl profits reSIJUng 1rom the usa « mlSU98 of tt. lrlormation contained on lhil map. lvry sale d lhl$ map or lnformalk>n on ltis maptS ~kede)Coept bywrtnen pemisslonof KJngj Courty. tytap O utput http://www5.metrokc.gov/servlet/com.esri.esrim ap .Esrimap?Servic ... 1 of 1 ® Ki ng County 111mJm1111 IIEt!'ml Ci461%4¥ High lig n ted Fea t ure O So lecled Featu res Count:{ Bound a ry ;./ Stre e ts Parcel ln::o rp o ra le d Area ~ • Legend F'lClodwa y S11n s1l,v1J Area No h :::e on Ttt le lNLRD Drc1in age Co mpiainls Topo Contours (5 fl i 2000 Co lor Image ry (vVe s l K ing Co u n ty) Comments Ai¥iZ4,M :1 La klls and Larg e Rrve rs ! I· The information included on this map has been compiled by King-County s taff fr om·a -variety'of"so.urcesandis s-ubject !l o change without notice. King County makes no representations or warranties, express or implied, as to accuracy, :, completeness, timeliness, or rights to the use of such information . King County shall not be liable for any general,d 1 special , indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits i_ resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this : map is_ erohi~ite~_ e_><ceetby 'h'r.ittE!!l ee_rmi ~sion <>f f<iri_g_ ColJ.nty. _ ___ _ ... . ··-· . . . . __ __ _ _ _ _ ___ ! King County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details . 10/09/2 003 11 :40 AM "Ma p Outp ut http://www5 .metrokc .gov/ servlet/ com. esri. esrimap. Esrima p ?Servic ... ® King County IIICmmlll lllm!DII Ci411h{4-I Comments Wi¥il4,M l of l Highlign led Feat u re D Seloc led Fac1lure s Counl y Bound ary ~ Sln:ll is P a rce l l nco rµo raled Ama I L a kes a nd Large Rive rs ~ F!oodway m SAO 'We llan d Legend SAO Lands!d e S AO Coal M ina SAO Se ismic SAO E ro s ion • Sen sllrva A rea t>.o tice on T rt le \NLRD Drainage Co rnp !a inls /,/ To;io Contou rs (5fti Thei nfci"rrr,ation included on t hisma"p• has been 'compiled by King County st'atffrom a""variety oTsources and is subject; o change without notice. King County makes no representations or warranties, express or implied, as to accuracy, i completeness, timeliness , or rights to the use of such information. King County shall not be liable for any general, ! special, indirect, incidental , or consequential damages including , but not limited to, lost revenues or lost profits ' resulting from the use or misuse of the information contained on this map . Any sale of this map or information on this m~rohibited excepJ by _written permission of King County .--·--···~-··--··.·-·-··· ----·· ! King County I GIS Center I News I Services I Comments I Sea rch By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The detai ls . I 0/09/2003 11 :34 AM • fyiapOutpu t http://www5.metrokc.gov/servlet/ com . esri. esrim ap.Esri map ?Servic ... ® King County m IEm!!IIII Ci46i24W Comments Wi¥il3,N l of2 Highlighted Feat ure D So!acled Fi.a turus County Bounda;y /'/ S lreol5 Parca l l nco r;lO rati.d Ama L a ~es a nd La rgll R ive rs ~ F loodway v'ILRD Ct1a nne l Migrnt,on Hazard A rfJas \IO::UlAT: • S:'v'i:.:1 [ ~ So:e Sou rce Aqufo1 m SAO Wetland Legend SAO Landslde SAO Coa l Mme SAO Se rsmic SAO E rosio n ~ Ch inook Drstnb ution • Sen sitive Aroa r-.ot K:e on Trtla WLRD Dra inagll Co mplain ts Af oas S u =ptab!l! 1o Groun d Watar Conlaminaoo n ..1.,1-· • \k-:IJ'I' t f~ /'/ Tope Conto urs (5 fl i 10/09/2 003 11 :32 AM ·· Map 0utput http://www5.metrokc .gov/servlet/ com .esri.esrim ap.Esr imap?Servic ... • 1 of 1 ® King County m am111 Si41%titW Comments Wi¥il41M & ~-~ic-.c-nt)' The information included on this map has been compiled by King County staff from a variety of sources and is subject j to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, i completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, · special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this [t~p i~_pI~~l~!!e~ .. ~~~~p~ ~ ~r.i.~.e.~ pe_rmi~_~Jon_ ~!.K!~g ~~u~~~-_____ .. _ -· _ . . .. __ _ ___ ___ _ _______ ! King County I G IS Center I News I Services I Comments I Sea rch By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. T he details . 10/09 /2003 9:52 AM • OCT. 9.2003 3:30PM KC 1-JLRD N0.7451 P. l/4 King County Water and Land Resources (WLR) Division 201 S Jackson St, Suite 600 Seattle, WA 9Sl04-3&SS FAX Fax: ~ '-(,Sc.,l -1575 Phone: {t-5])~5'-( • 71,{7').. Date: Number of pqes including cover sheet: + . From: Cindy Torkelson WLR StormwflW Services Section Phone: @fil 296-1900 Fax Number: (206) 296-0192 RE: Level 1 Analysis . To follow is a list of complaints received by the Water and Land Resources Division Drainage Services Section. Complaint numbers beginning prior to 1990-XXXX have been archived and are oo longer in our possession. They can still be retrieved, if necessary, but will take additional lime and may not be beneficial to your research due to their age, developIDent which has occurred, etc. If you are Interested in reviewing the actual complaints, they can be pulled (time permitting) for your review. Copies can be obtained f'or $ .15 per page, and S2.00 per page for plll!lS. Km;, l'ype oflnvutinllon C Amloll<qoQ,I DCW Ba~• t"ot Clt:1111 Wat.er CCI' l\""°n,o 10 tnqwry •CL Clalm Ell l!ofo.-.. Hold 1/R. Ellflx<emeotRewlew FCC,ft!R,FCS Faoilil, eon.,lailll! Pl SWM Poe Joqulfy FIR. SWM Foe Roviow FUl SWMFoeonllold •LS LDMui1 RR FaclU.,, Eqlnocin1 lloYl<w NDA Ncl;l,borhood DllinlO, Asei""1<0 WQC W..., Quolky Complahll WQE W""' Qu1li1J l!nfon:cmcat WQR. Wiler Qualky Engineering!IMow WQA W11et Quelky Audit WQO W-Qullky-O<hor Sl,S2.SNJ l!ngmccring S"'dic, Tm• at Problem llCA ODM DES OU! OTA INQ M!,lA MMF MMG MMM MNM MNW SWF WQB WQD WQl REM ORT NWD D..,lopmonUConslNetioD Drainap: .. MisccDanoous Drainatt ... &o.ioo'Sedi:rnc'111tion , Drain,p-Landsllde/Emdl M<mnlonl Drainall): TcdmlcalAssisa.ncc o..i-. Ga,O!Ql lnqui,J, M1ln1enuee • Aeahetlcs M•inlenu'tce · FIOodi'IJ Matnllnam:o .. Oenenl Maintenance p Mowin; MliR.tenance -Needs Mtinwi:anu ,Main1mntm""Noldom Wnds $WM P"' Quclli..,. Watt, Q,,ali[)' -Bc:R Mlnlpment PJ'K'Uccs Waler Quallq,-Dumphl1 W11« QuolilJ -Dlicit Connoi:lion SWMFoc-...mcnl SWMFee.or..i SWM Fee-New OiKOunt OCT. 9.2003 • 3:30PM KC i,JLRD N0.749 P,2/4 • Ba catJW Ill l.alll Ralatra lllllllt · 11'111811 larfta IIICtloR CIPpllallBl'CII Prlntod: 10/912003 2:10:37 l"M C 17 Ill 11111 fYllllf Pl'lllllm ..,..., ...... la 111'111 1'11111 ..... -1975-0076 C FLOG RD WYIFLD'D/112TH AVE SE/SE 186TH ST 686E2 1977-0072 C FLOG 12202 SE 192ND ST 686F2 1978-0080 C PONDING 19248 121STPLSE EAST OF BENSON HWY 688F2 1978-0081 C DRNG 19248 121STPL SE 688F2 1978-0047 C 11403 SE204TH ST SOIL BULLDOZED/PANTHER LK AREA 686E2 1982-0539 C FLDG 12&00 SE 192ND ST EAST KENT AREA 686F2 1984-0298 C 'FILL 18504 112TH AVE SE ILLEGAL NEAR: 17409126TH AVE SE 686E1 198'4-0313 R FLDG 13250 SE 192ND ST TO ROADS DIVA 686F2 1984-0314 C FLOG 13250 SE 192ND ST SE 192ND ST/134TH AVE SE 686F2 1986-1166 C FLOG 11202 se 186TH ST STORM OVERFLOW 686E2 1986-1185 C FLOG 11202 SE 186TH ST SEE: 86-1166 BRYANT, BILL 686E2 1988-1190 C FLOG 11001 se 186TH ST BASEMENT GETTING WATER 686E2 1987-0334 C DRNG 11202 SE 186TH ST CULVERTS BLOCKED 86-1166, 1185 686E2 1987-<>471 C FLOG 11202 SE 186TH ST SPRINGGLEN 86-1166.1185 6S6E2 1987-0545 C DRNG 18627 109TH AVE SE INADEQUATE SYSTEM 686E2 1987-1049 C TO RD COORD 04ll.7/87. 686F2 1988-0238 C FLOG 18431 120THAVE SE NEW DRIVEWAY WILL IT FLOOD 686F2 1988-0238 ER PIPE 18431 120THAVE SE NEED i=XTENSION OF 42" CULVERT 686F2 1989-0003 C ORNG 18612 120TH AVE SE INCREASED RUNOFF/CHANNEL eseF2 198!Hl192 C DRNG 18612 120TH AVE SE X PIPE NOT WORKING 686F2 1989-0650 C DRNG 18631 111TH PL SE SNV DRNG AND DAMAGE 686E2 1988-0700 X DRNG 18631 111TH PL SE WATER ON SIDEWALK/89-0660 FRITON 686E2 1990-0075 C DRNG 11254 SE 186TH ST PLUGGED CULVERT/STORM S88E2 1990-0141 C FLOG 18400 112THAVE SE POND OVERFLOW/ll0-0149,235,372/STOR S88E2 1990-0149 C FLOG 11202 se 186TH ST RID PONO OVERFLOW/ROBERT/ STORM E 686E2 1990-0231 C DRNG 18426 112THAVE SE R/0 POND 01/ERl'LOWISTORM SD-274,37 eseEZ 1990-0235 C FLOG 11202 SE 186TH ST WATER IN 9ASEMENT/STORMl90-141, 149, 686E2 1990-0274 C FLOG 11022 SE 184TI-t Pl. RID POND FLOODED/STORM 688E2 1990-0342 C FLOG 11202 SE 186TH ST RID POND/ROBERT/ STORM EVENT 88BE2 1990-0372 X DRNG 11202 SE 186TH ST RID PONDS OVERFLOW9/90-141,149,235,2 686E2 1990-0709 CL FLOG 18504 112THAVE SE Cl.#12959 SEE CL#13224 DUE OECEMBE ll86E2 1990-0884 C DRNG 18427 112TH AVE SE RIO PONO DRAINAGE/STORM 886E2 1990-1061 CL FLOG 11202 SE 186TH ST CL#13224 SEE CL#129511 GAAAGE FLOO 686E2 1990-1186 CL FLOG 11044 SE 188TH ST MEMO/RUDDELLS STUDY TO PA 686E2 1980-1212 C DITCH 11044 SE 186TH ST RD/SIDE DITC!i-FILl./9D-1186 688E2 1990-1212 E FIUIOIT 11044 SE 186THST WILL START WORK 09/20 CHK ON om0/9 688E2 1990-1212 ER FILUOIT 11044 SE 186THST RUOELLS STUDY 686E2 Page 1 ol3 OCT. 9.2003 3:30PM KC hll..RD NO.Y4o! t'. cl/4 . • ~ • ~ : 1YP1 of Pnla ...... ~ C:liiN•bl ..... ..... 1990-1226 C DRNG 18815 107TH AVE SE FLOODED BASEMENT/BAD ROADWAY 686E2 1990-1445 C DRNG 18427 112TH AV!: SE RID PONO OVERFLOWING TO STUDY/91-1 686E2 1990-1530 SR FLOG 18427 112TH AVE se STORM EVENT 686E2 1990-1531 SR FLOG 18427 112TH AVE SE STORM EVENT NOT NOAP 686E2 1991-0150 C ORNG 18824 112THAVE SE 688E2 1991-0150 SR ORNG 1ee24 112.TH AVE SE NOTNOAP B86E2 1991-0196 C FLOG 18425 112THAVE SE 686E2 1991·0198 SR FLOG 18425 112™ AVE SE NOTNDAP 686E2 1991-0263 C ORNG 11254 SE 186TH ST 6861:2 1991.()438 $1 ' SPK TO FINISH S1 3/4 • S2 TO '92 CON 886E2 1991.0667 CL DRNG 18427 112TH AVE SE SEE 91-0438 SEE RUODELLS 686e2 1991-0837 C DAMAGECB 19001 116TH AVE SE CIB BROW GRADE 686E2 1991-1095 C FLOG 11200 SE 186TH ST RUDDELL PONO OVERFLOW 686E2 1991-1132 C DRAINAGE 19006 116THAVE SE INFOTOPM&D 686E2 1991-1149 X f'LOG RID 11200 SE 184TH ST CCl'# SWM-1031 RID POND CAPICITY 6B6E2 1994-0038 C PONDING 11430 SE 192NDST POSS GRADING/FlLLING VIOLATION 686E2 1994-0144 C DRNG 17925 116THAVE SE POSS FILLING VIOUACT Pl.AT MORNING 686E1 1995-0200 C DITCH?S 18204 116THAVE SE LACK OF CONVEYAYNCE ON PVT PROPE 686E1 1896-Q805 C DRNG 19400 120THAVE SE ORAINGE FLOW QUESTION DEVELOP INF eeeE2 1996-1550 C ORNG 19121 124THAVE · SE PLUGGED D/W CULVERT IMPACT TO PVT 6881'2 1998-1564 C DRNG 18908 113THWAY SE PRIVATE PROPERTY IMPACT TO PVT ORN S88E2. 1996-2071 C FLDG 11828 SE 180THST INADEQUATE CONVEYANCE OFFSITE FLO 68SE1 19116-2071 R FLOG 11B28 SE 1BOTHST INADEQUATE CONVEYANCE OFFSITE FLO 686E1 1997-1123 C GRADING 18908 113THWAY SE PVT PROP IMPACT NO ORNG INSTALLED 886E2 1997-1123 R GRADING 18908 113THWAY SE PVT PROP IMPACT NO DRNG INSTALLED 88!E2 1997•1179 C DRAINAGE 1Q113 121ST PL SE INSTALlATION OF DRNG IN RIW OLD/OFF S8BF2 1997-1179 NDA DRAINAGE 19113 121ST PL SE INSTALLATION OF ORNG IN R/W OLD/OFF 686F2 1997-1179 R DRAINAGE 19113 121ST PL SE INSTALlATION OF DRNG IN R/W OLD/OFF 6861'2 1997•1301 C DRAINAGE 19126 121STPL SE SUBSTANDARD INSTL OF DRNG SYS PVT 886F2. 1998-0019 C DRAINAGE 1901B 116TH AVE SE NEW GRAVcl.. RO POSSIBLE PVT PROP IM 6861:2 199&-0068 C DRAINAGE 18820 116THAVE SE SFR CONST IMPACTING ADJACl:NT PROP 686E2 1998-0926 C DRAINAGE 19133 121ST PL SE APPARENT OBSTRUCTION IN ROAD ORN B86F2 1999-0306 C DRAINAGE 11818 SE 1B8THST ADJACENT PROP PAVED 2500 SQ FT 686E2 1999-0329 FCR BAMBOO 12317 SE 179TH PL NON NATIVE: GROWTH 1N R/0 FACILITY 688F1 2000-0398 C DOM 12626 SE 192ND ST FU".QUl:ST TO DIVERT FLOW DISCHARGIN 686F2 2000-0572 C DOM ACROS 19029120TH AVE SE APPARENT FILLING OF ROADSIDE DITCH. 686E2 2000-0572 R ODM ACROS 19029120TH AVE SE APPARENT FILLING OF ROADSIDE DITCH. 8881:2. 2001.0247 FCR MMA 12.317 SE 179TH PL IDENTIFIED NOXIOUS WEEDS. 8lACKBE 68SF1 2001·0322 WQO 11631 SE 184TH ST APPARENT GREY WATER DISCHARGE IN 686E1 2001-0322 WQC WQO 11631 SE 184TH ST APPARENT GREY WATER DISCHARGE IN 6861:1 OCT. 9.2003 3:31PM KC 1-JLRD • -• .. • • Cm ii l lWI lYPI of Pnlllaln ...... ,..., I ..... -2001-0389 wac WQI SE 180f & 118THAVe 2001-0389 WQE WQI SE 180T & 118TH AVE 2001-0389 WQR WQI SE180T & 118iHAVE 2002.0314 C DOM 18524 114THAVESE 2002.0381 C DDM 11625 SE 184TH ST 2002-0553 C OTA 19013 114TH CTSE 2003-0545 WQR WQB 18801 128TH PL SE N0.749 SE POTENTIAL GRAY WA'rER DlSCHAAGE. C 666E1 SE POTENTIAL GRAY WATER DISCHARGE. C B86E1 SE POTEITTlAL GRAY WATI:R DISCHARGE. C t586E1 SHEETFLOW ONTO PROPERTY FROM UP 68SE1 SOGGY AREA IN YARD. MAY BE THE RES 886E1 CONCERN REGARDING POSSIBLE St.OUG 68SE2 688F2 Page3ol3 Mailing Date: December 30, 2003 ,. d -----------,-------------------------------= = = - Please send me notification of the public hearing aud otl1cr ,1ilici~i! notiC\>, r:l°)nc:.:n1i:'~ 1_J,i., :111!lli~:.t1 i,.n1. File No. L03P0027 -Sandhu Subdivision ( Please print ) r--: Name: (-<, 1 r~~-__ , Address: .' '} • --~--- ·.I ~-\ :t· (1 ~~~~ ·:·dcpLunt· !--..11_1_ '\-· , ... '\ : \1 \ tJ Please send me notification of the public hearing and other official notices concerning this application. File No. L03P0027 -Sandhu Subdivision ( Please print ) F {<. A N (< 5, Name: / clJ, // -/d4 f h Address: J cA -rz:A N ·z. 1 f) ,A VF S, f V<. E 11 zc-"t./ /l 1/J. CJ r;·o _z:/9 Telephone No.: I}.? S'·-1.::J{.: · '75 ;.c/ ~~~ ''l(!(l1!··1 · ~ ; • P ~ P n 1mr '"'F" i Sj~ 11; 11:i ! 'i ;6;; e I 1' _1' ~ d ~ i ~ ~ ~ ;tt '•,,j~ :: '. ! :e 'I ii ., ~ -va: l•ij '1 , i;!I, ts j•!>I ~ ~ ~ li•~i, i'j . . C: -I. ~ " !: C r~~';.f6 ! ~-... \>; ... "i "i I::( ''g , n ! " l " i ' ~ -\-1 !1~ C~amer_~orth.ves~--~~c. .-:;urveyors t'laon<1rs &: Engineers U5 to. ClNfllAL ~TL. 110... ~[oil. WA ~l!(IJ2 (2~$)352-•~SO (-~I) or •-{S00)251-01Bg {loll lrH) (~1)&52-"55 (fo•) [-l"-1L· <~l<ll«o ... m ... ,orn ORAWM flYcJAC./C.D.1-1. ,08 NO lM:/-0~~1> C>!EC>:£0 BT:OBH/J'-.0 SCAU:c ,·-so $HITT, ' ~, I DAT[:/'"d. Od 10, 2J)ru ' ' • ~ ~ ! ?l ~ . ! . ;§ TOPOGRAPHICAL SITE SURVEY FOR SANDHU /CUL "f"ANT LOCATED IN rHE S.E. t/4, 01' THE N.Jr. t/4, .• I ~ ' ,. ' '"!I " 0 -)9( ~ihi . :t? i i~::, /' -~-~iji ~~-~ -~~ll'i l "' -... ~l:j( !,/l, lii I !!iii g "!' !"!• ~ -. ~u .. ~ g SURVEYOR'S CERTIFICATE THO$ ...... CURlltCft.T RlPRU£~ A suttvCT WAOC ... ..C OIi 111DC11 11'1 DIIICCTIOtl Ill COl(FORMANet 't11TM TH( REOUNtO[lfTS or TK SURYE'i R£CORGIIIC ACT AT 1}I[ l!tOV[S"T or SMl?H!i .. IIP'Nfl IN Qd ?QQJ OJf" SECTION SS, 1'01'NSH!P .l!S NORTH, R.ANCI/ 6 EAST, .,,-.JI., KING COUNTY, "f"ASHINCT'ON P.LS. etrmrlCl.tE lltl. 40016 --~------------------- Please send me notification of the public hearing and other offtcial notices concerning this application. File No. L03P0027 -Sandhu Subdivision ( Please print ) . ..o 1 . Name: t.{i·(J f,,'l L 1 ',: 1 ~·i'J Li'., , f ,,_ f. / . / '(-"'/-< /.--·/, 1 .-~! __ P -/ · ,1 ·1 ,c',.~ c·) .·, ,-r· Address. t. / (,-· t' /, .• l,,,-,.. //1 ,1Ap l.-\,/1 J r::::c::::=i ,,-_.n·,.,. / ___ _ J J Telephone No.: ________ _ • .. / \ \ 6;~ §~~ ~n ' ' ' 0 !e I Ii ,ii I i I:; d ~ i,1111ll'I'!<'" '" nd! 11J.,I i !;; ~ ~ ~~~ l~ii!i~ ~;:i:~t~ !.!ii~ ~ill':e; ~~~~=- S: e f; e ,, I!: :,;·i; ;; I\ '<i ~ !I~ 1 ~ i l ! ' ~$..r Cramer Northwest Inc. t""" Surveyors Planners & Engineers ij ~·~ "· CENlll>L., ST!. flO-<, KENl, w~ ,ao,2 (2~l)l1S2-•ft90 (1o<ol) u 1-{800)2~1-01B9 (!o~ l-) {.2$3)1~2-~$.! (!o,) E-11-&11, ,~,o'"""'•m•,<•m C"EC~HI 8Y,0B,./J,O. SC.0.U: ,·.50 SH[ff 1 of 1 on,_ lr":JAC.,'O.l!.11. O~lt: fo., Del 10, ;ooJ Jo0 No.,200,-osel? ' r& .; ;;, ti ;., 4 ; ;; i ! ' ! ~ ,, ~ ~ I~~ i--J l ii TOPOGRAPHICAL SITE SURVEY FfJR !LttNDHU JWL'frANT IJ,•i ,--11 LOCATED IN rHE S.Z. 1/4, o, THEN.~ f/4, OF SECTION 3.!, TOWNSHIP l3 NORTH, RANCE 6 ~ST, fr.Ji[.. DNC COUNTY, JrASH!NCTON ' • ,,:ii U" 'ii1':f ~ ~ 1 ~ ,u1 1 ~ ,di! ~ ~ ''a!' I< l'i>I ' ~ a:~IS-;, ~ ·--~ .. p ~ o C :!,' ! 11;,, "''"-l&; ~ . -t~~i i/1 i !iiii g ,,! 1:,11 ' 111-, ij ~-..!,, ·~ :j~..,____ " "• t SURVEYOR'S CERTIFICATE 1ltl$ ....... W"'ll:Clt.V ~Rll£HTS A S1J11VU IU,[)[ II'!' NC DI! UlolOEII Wl' DIRf:CTION ~ COlll"OIIIU..NC[ Ill™ TH[ IICCUll!UIEMh OF" nit Slh\ltT ~ ACT AT TMC 111:QU[ST Of' 'MPNII ,rnw III lk1 m1 .P.LS. camncut MO. •DOI~ • -·.. --~-~-- Please send me notification of the public hearing and other official notices concerning this application. File No. L03P0027 -Sandhu Subdivision ( Please print ) Name=--------~-~---~~---------------- Address: __ ··----~---------------------------- ------~~~-----~--------Telephone No.: _________ _ \ ,',i GRI_PH!C SCAU: 1•,.50, 50 50 OF BBA...~!NGS: -f,f"'""_.....,,..,,,.,_.,.IJHCOI' ''"'~.o,.rr:,,,/0/J>;JIO)f!fll.fl>mCS .. Ma_.,. ... ,,,..-".11£>1,"5-"""'" ,......,.~"'"'"""""'......,,,.,,,,.,. ll£0001l..:>M0:10,mo.,c:x-rs-anm, \I, Di\TUld': ;u.p.r rw~1;' f:s!'ilr' .. ,...-"""""'51 o-~ s...« ..,u, o,g: "1 ,,..HORINll'£5f ~':.~~;~H ··~ ,.,H05f. 1'" (';.f/,/T LEGEND, EGEND. HJ. or;~ ,..,.,.,, f-1'.d!F ,_,.,,.,,. !'.<lt r-1>dfl1 " I ,, I Ull[ rn< '" ! " T. SlllTf C -0 •-lll:J>fll ,_,,.,...,._ ,-20 ... ""'1!JC;£ i<;>Oj 26\l-7270 ::i5l) 55'-7472 ~ 'j :"': .. u ·1 r;: li~l5 &'.: 1.1 ct: ·, tl !1;. t,'.) '"' •r i " • ! ct: "! ' c:, ·i )., ' -, .. 5 ~ 1ir ~ § ,:; " [/J ii, ~ ,. • ~ ,., ~~ ~ .-§ -~ "' ~~~, ~ '4~~:i:j ol tl{~~ ~ is--~ •• !l,j~J;:j ., ~~8 ~ ~ ~r., -~· -. o.; "' ~-g; ~~ " ~E ~ ~ • ~ C) • ' r:: i l ~ ...... • i ~ ...., ! ;a r:tl <l.l •• •• ~ ~ §! ' ..c: i~ o' ...., 1~ H i ;,;,.'. 0 ~¥ • ' ' z 0 oe ~? ~ ~" ,, i., " i~ <l.l ' iI s !, oj ' ! ' .. i., ~ ' z~ u • "' ' ~§ ~ 0 iii'.· ;: ~Q ''I"""""'"' Please send me notification of the public hearing and other oflicial notices concerning this application. File No. L03P0027 -Sandhn Subdivision ( Please print ) ' · •' ,' . I , Name: · f e If l', i -7 rer1dc"-/ / I \.;:>Jl·· ' l r, , . ··, -c·· - Address: G, ; ), /, .X.( ·· ,·1 l·l:-·· J-c k_ , · 1 ''\ rrV.r,t--.v '.; 1( · n -),· ·''·'.-, Ff1}[(('v, CL :1 dC'J.1 TelephoneNo.: ·.:,) ::-.. ,.,: •, .)i I . I -Ip ~ij , • i 'i; ii !ilr,i' ~!Ii~ 'i :,ill• Ii !!!iii'~' 11~' ~~ ! • , • . !•''·~ 111~ 1" 1•1 1 , ~ *-~ R ! ' " i I I,, -"''1 i . " ,-.. I ' 0 --* ' ~ ... r~ i ' i ... ~ .;, .~~ ' ~ I ii ' -1~ '-+1 I ;I~ C~~~:r ,~~~th:"es,~,;,~:!c. ·US M. C[Mnt.t.l.., Sl[. ti°", Kl:MT, WA 9!10ll {15l)ll~l+48!IO (locol) o• 1-(MQ)2~1-o,e8 (1011 1, .. ) (UJ)a~l-49~ (!o,) [-MAil, co!Oerorl'!4m'O.eom vR,w>< gy,JAG./0.8~' CHtCKCO &r,08.H/JA.0. .. i' ' ' " ' ' Joe M0 .. 1002-08BR SLJ.l[c !"r51'.l' SM(!Te I ~r 1 DAT[: F"ri .• Ocl 10. 200J B ' ' ' I; -'! ' "! ' ~ -•11 " 0 0 I ,, ~ l ~~l!~!i! .. " t j! :in fl! ~ ~ ~ -· . -~~!r :;:,.,~ .. . ~~!1~i' ~ 1 " !li11 iji 1 !iili ~ " ' ' 'I '"li ~ -. ~ ;ik~ * TOPOGRAPHICAL SITE SURVEY Jl'OR SANrulU JCULJfA.N'l' SURVEYOR'S CERTIFICATE T>ff ...... CO!ffl[CTLY RO'KSUf'tS. .. SU""1:T IUiD[ IN M[ OIi UNOOI Ml' DIA[C'IIOII It! CIJWOlliw.teC WITH TM[ IICIMRtYl:Nts OJ" lHt SIJ,VO -G ACT AT 111[ lmWt$I QI' ~ SM'PH'I !!H 9'1NT .. Or:/ i'PQ! LDCtTED /t,r r71E S.Z. I/I, 01' TH£ N.Jf. t/4, Of' SECTION 33, TOFHSHIP ZS NORTE, RANCE 6 EAS1, ,r,J(,, KINC COUNIT. ,r,tSfUNCTON .P.LS. CCR'!'fl(;.O.ll llO. 400n ~ ---= ----, -------c ------'"ll:::: ----------...,.. ---------. ..,---· ------------:, ::.::--"" - Please send me notification of the public hearing and other offici"l n"1ices concerning thi, appli.:::i,j,_,,·, File No. L03P0027 -Sandhu Subdivision ( P/e(lse print ) . ru\. _ Name M,\ \<.£::\-)-fl '/ NGL.S 0 /V ________ _ Address:\ '6 b \ 3 \ 'J. \.\ 1h A vC. C, 6 · ·-····----- be@;> rv, \,Vn__qjCSfJ _________ feleph,nc\ /.J. .. .. ·1 ~' ,/ •. ) -~; \~ ~~!.-~ :__'-~_'.:._±.J. -------------------- \ ( ··---•••r,•"•• JV~'-'-' ...... .._./ Mailing Date: December 30, 2003 --------------------------======================--= --- Please send me notification of the public hearing and other official notices concerning this application. File No. L03P0027 -Sandhu Subdivision ( Please prim ) . . Name: (°1;/fi,t,:f: ... ;· /./ d1,",..,-,c..· c.L·-~'~----- Address: /£'2L' 7 ;.Z.i/ 7J/_,;J,.'f~ Sr/' l p~ ,,;:>'. ' >Li c; ') r-:,, 12!-... ,}C.' ;-1..,{ ,:-cn"/c)v t,:J,,v 7 c:'.v, }{> Telephone No.: ~, ·z:~ o --)-; / \· -- / ,'.·-: lo Ft1 2 i, ,; c.,J.u.E,S. r ·I '--L r '~- ( j ' ~.--~~ /I .7' Zti :\ i~d 6-,,VI' " S( ' ·1,,_ ' -' ~ ""(J .- :s:: "' r ·a 1a <:,~ :::::: :::H .. . ::.:, ... . ;:: .... . )~:~: ::: ..... :::···· r:: ... :.:: ... ,. :::.. .. . ~t:~: ;.::. ... . ::.: ... . :;;_ .. . :.:;. ... . ;~;; .,.,. ·c:--3·0 · ., u:1 "'C ,e_:··-. <~· ·.r~-:-...., c> I .t-i.,:'·~:: ., 1· :":i '/--. '· - JJI ~ ~·\ \\ 1:--, I . ~· ("( \ . I\: ' J "'-.j ul I) 0 1)1 1)1 "" .. "' .. "' 0 "' ---- ---- ---. ------ --- ~~~x ~ \~ ~ ~ . \) " ~ ~~~ 'jc¥\ '-~\~ "" . " . . ~) ~ ·.~-~ i ~ ~-"· '\ ;' ! ;,.. ~ ,, ' t N ~ ~- ~\ ';\ v'\ '\ c'. '\ ~ ~ ,0~, ..... ~ ,J. ~-f"'-' ~ ~ ~~ )·' ;::',;.~~ U\ ,,~ ~ ~ !J i \J ~. I ,' 3·~·r:· " . . -1 ~ ·z~' rNr • , C , ! •'• ' r ,r ~-"~ '\. lAI ;is ..... en o, :::, "' -o n ; ,._. 71·~ "'~ f L03P0027 Kulwant Subdivision PARTY OF RECORD REQUEST SLIPS ~~;~~~{~51'.~~,;~Yf~~~~; 1 RECYCLED PAPER. MlfflMUM 20% POST-CONSUMER FISER CONTfNT, «cok..rrt,tcr/-ss Clasp (6 x 91 ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) B-TWEL VE ASSOCIATES, INC. 1103 West Meeker Street, Suite C Kent, Washington 98032 (253) 859..()515 ProiectName/#: (3a;.,,c}'rv..;.j# A2-1i£, i:::;/1 /oz._, Investi=tor: D.M, I l-e/ Data Point: • ~ r,,..;.,1ictioo: ·Yi ,11 A (111. ' State: I/', Jf,LJ Atvnical AnaJ,,..;•: Problem Area: J f~~~id~si ;: 3c2&~ffi s:m&~m /I VEGETATION Indicator \,) 1s~ Coverage% 4. ____________________________________ ~ 5. ____________________________________ ~ 6 .. ____________________________________ ~ 7 .. ____________________________________ ~ 8·------------------...--------------------9., ____________________________________ _ 10:. _____________________________ ~----- % of species OBI., FACW and/or FAC: ( On Hydrophytic vegetation criteria~~,.,,es'!."'N,,,,o_.M,.,argma..,.,·="-1 ______ _ Comments: _________________________________ _ Mapped Soil Series: A kko l,,Jo<CI Deptlt(O in) " } Matrix color .2_in. /0 'it<.. & I . th.in. 7 ,s-'fR.. ol.3 _in. I _in. ___________________________________ _ Organic soil__. His tic epipedon __. Hydrogen srdfak __. gleyed __. redox concentrations__. redox depletions__. pore lining,__. iron concretions__. manganese concretwns__. organic matter in swface horizon (sandy soil)_, organic streaking (sandy soils)_, organic pan (sandy soil)_. Mn IA A ~ criteria met Yes~ Basis:._ .. C'"'/f--"-V--'-\/0'.];j-'-""""q.._~/,,__,2~----------------- -VJ I I HYDROLOGY Recorded data__. inundatwn . saturaoon--1----, watermarks _ ___, drift lines-J sediment depasits __ • drainage patterns . f-j Wetland hydrology criteria me= No Basis=-----------~----------- Commen~=·------~"'"""---------------------------- SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Scason?:6'.lli Hydrophytic vegetationi1'/N Hydric soils:.Yffi ,,-"?( etlaod hydrologOili Data point mee~ the crih,fia-of a jurisdictional we~?: IN es I No I I I I I I I I I I I I I I I I I I B-twelve Associates, Inc. 1103 W. Meeker Street, Suite C Kent WA 98032 I SANDHU PROPERTY KING COUNTY NO. E02G0016 Wetland Analysis Report and Restoration Plan Prepared For: Mr. Kulwant Sandhu 13989 SE 159th Pl. Renton, WA 98058 August 5, 2002 Job#A2-125 lOZL~'N/8 B-twelve Associates, Inc. -. ,- Phone: 253-859-0515 Fax: 253-852-4732 DATE: TO: FROM: DEPARTMENT OF COMMUNITY AND ECONOIVIIC DEVELOPMENT MEMORANDUM September 30, 2009 Jan Illian, Plan Review Jennifer Henning, Planning Manager ('.J'fl'\ SUBJECT: Sandhu Final Plat (LUA09-111, FP; King County File No. L03P0027) I. Applicant must comply with platting provisions of King County Title 19A. (Condition I) 2. The proposed drainage facility within Tract B is located in the Bonneville Transmission Line right-of-way. lfyou have not already provided to King County, the applicant shall provide correspondence and/or permits from Bonneville indicated approval for locating and constructing the drainage facility. (Condition 6g) 3. Street trees shall be include in the design of all road improvements, and shall comply with Section 5.03 of the KCRS. (Condition 7e) 4. To provide a safe walkway for school-age pedestrians, the Applicant shall improve Southeast 184'h Street from the frontage to the school bus "pick-up" location at the intersection of SE l 84'h/120'h Ave SE. At the intersection of SE 184'h/120'h Ave SE, a widened paved 'pad' shall be provided for those students. This off frontage improvement shall consist of one of the following: a. A minimum five (5) foot wide paved walkway-separated from the existing roadway pavement edge by a four ( 4) foot wide gravel shoulder, or b. A full-width eight (8) foot wide paved shoulder delineated by a white edge line strip; or c. Full urban improvements (i.e. concrete curb, gutter and 5-foot wide concrete sidewalk) (Please refer to Condition No. 8c) 5. Applicable Impact Fees are required to be paid. (Conditions No. 10, 11) 6. Street tree plans and surety device are needed per Condition No. 18. h:\ced\planning\currcnt planning\jth\review cornments\2009\sandhu short plat.doc ton Department of Community & Economic 1efopment City of ENVIRONMENTAL & DEVELOPMENT APPL/CATION REVIEW SHEET REVIEWING DEPARTMENT: p /fih u, -;1 p 1, \ COMMENTS DUE: SEPTEMBER 24, 2009 APPLICATION NO: LUA09-111, FP DATE CIRCULATED: SEPTEMBER 10, 2009 APPLICANT: Vikina Bank -Chris Clousino PLANNER: Jan Illian PROJECT TITLE: Sandhu/Benson Trails Final Plat PLAN REVIEWER: Jennifer Henninq SITE AREA: 6.27 acres EXISTING BLDG AREA (qross): LOCATION: 12044 SE 1841 ' Street PROPOSED BLDG AREA laross) WORK ORDER NO: 78118 SUMMARY OF PROPOSAL: Benson Hill annexation subdivision of 6.27 acres into 16 single-family residential lots. Water and sewer provided by Soos Creek. Storm, road, and detention vault is City of Renton. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Housinn Air Aesthetics Water LiahVG/are Plants Recreation Land/Shoreline Use Utilities Animals T ranSnortation Environmental Health Public Services Energy/ Natural Resources Histon"c!Cultural Preservation Airport Environment 10,000 Feet 14,000 Feet B. POL/CY-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 wher additional infor eded to properly assess this proposal. Date B-twelve Associates, Inc. 1103 W. Meeker Slreet, Suite C Kent WA 98032 SANDHU PROPERTY KING COUNTY NO. E02G0016 Wetland Analysis Report and Restoration Plan Prepared For: Mr. KulwantSandhu 13989 SE 159°' Pl. Renton, WA 98058 August 5, 2002. Job#A2-125 B-twelve Associates, Inc. Phone: 253-859-0515 Fax: 253-852-4732 B-twelve Associates, Inc. 1103 W. Meeker St. Kent, WA 98032-5751 SANDHU PROPERTY KING COUNTY NO. E02G0016 WETLAND ANALYSIS REPORT AND RESTORATION PLAN (v) 253-859-0515 (~ 253-852-4732 (e) info@bl2assoc.com This report describes the jurisdictional wetlands on the Sandhu property located at 12044 SE 184th St, Parcel #6199600320, in King County, WA. (See Exhibit A-Vicinity Map.) The site also includes the Parcel #6199600282, which is the Bonneville Transmission Line Right-of-Way. The total area of these two parcels together is approximately 6.3 acres. Specifically, the site is located in a portion of the SE 'A of the NW 'A of Section 33, Township 23 North, Range 5 East of the WM, in King County, WA. According to King County D.D.E.S., a sensitive areas violation occurred on the site; therefore, this document also discusses the proposed Restoration Plan. METHODOLOGY Darcey Miller inspected the property for jurisdictional wetlands and streams on May 7 and May 24, 2002. The wetland edges were marked with pink flagging labeled "Wetland Re: Wetland Analysis Report, Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02GOOJ6 B-twelve Associates Page 2 of9 August 5, 2002 Delineation." The data points were marked with orange and black-striped flags labeled DP#_. A combination of field indicators, including vegetation, soils, and hydrology, were used to detennine the presence of a wetland. The site was inspected using the methodology described in the Washington State Wetlands Identification and Delineation Manual CW ADOE, March 1997) and in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987). This is the methodology currently recognized by King County and the State of Washington for wetland detenninations and delineations. The Washington State Wetlands Identification and Delineation Manual and the Corps of Engineers Wetlands Delineation Manual both require the use of the three-parameter approach in identifying and delineating wetlands. A wetland should support a predominance of hydrophytic vegetation, have hydric soils and display wetland hydrology. To be considered hydrophytic vegetation, over 50% of the dominant species in an area must have an indicator status of facultative (FAC), facultative wetland (FACW), or obligate wetland (OBL), according to the National List of Plant Species That Occur in Wetlands: Northwest (Region 9) (Reed, 1988). A hydric soil is "a soil that is saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part". Anaerobic conditions are indicated in the field by soils with low chromas (2 or less), as detennined by using the Munsell Soil Color Charts; iron oxide mottles; hydrogen sulfide odor and other indicators. Generally, wetland hydrology is defined by inundation or saturation to the surface for a consecutive period of 12.5% or greater of the growing season. Areas that contain indicators of wetland hydrology between 5%-12.5% of the growing season may or may not be wetlands depending upon other indicators. Field indicators include visual observation of soil inundation, saturation, oxidized rhizospheres, water marks on trees or other fixed objects, drift lines, etc. Under normal circumstances, indicators of all three parameters will be present in wetland areas. OBSERVATIONS Existing Site Documentation Prior to visiting the site, a review of several natural resource inventory maps was conducted. Resources reviewed included the National Wetlands Inventory Map, the King County Soil Survey (Snyder et al. 1973), and the King County Sensitive Areas Folios (King County 1990), and the King County Wetlands Inventory. According to the NW! map, two small PEMC wetlands are located on or just north of the site. (See Exhibit B.) Re: Wetland Analysis Report, Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02GOOJ6 B·twelve Associates Page 3 o/9 August 5, 2002 The King County Soil Survey indicates Alderwood (AgB-gravelly sandy loam) soils on the site. (See Exhibit C.) Alderwood soils are moderately well-drained soils that formed under conifers, in glacial deposits. According to the publication Hydric Soils of the United States, they are not considered to be hydric (wetland) soils. Re: Wetland Analysis Report, Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02GOOJ6 B-twelve Associates Page 4 of9 August 5, 2002 The King County Sensitive Areas Folio for Streams shows a stream with wetlands located well over 200' to the east of the site. (See Exhibit D.) The stream is considered to be a salmonid stream, according to this source. The King County Wetlands Inventory depicts a large wetland, referred to as Soos Creek 2, located over 1,000' to the east of the site. This wetland is categorized as a Class I (c) wetland in King County. We did not observe any connection between this wetland and the wetland we flagged onsite. Field Observations-Uplands The upland areas on the site are primarily level, with a slight slope down to the east. The majority of the land was historically a pasture for livestock. The east four acres are located within the Bonneville Transmission Line Right-of-Way. A house and two sheds are located in the southwest portion of the site. The north and central areas of the site contain several recently graded piles of dirt, most of which are greater than 3' in height. An area approximately _sf in size was not graded, and includes a large red alder, Douglas fir, and Western hemlock. In much of the upland area adjacent to the wetland edge, grading/clearing did not occur, and grasses, soft rush (Juncus effuses), and spirea (Spiraea douglasii) are present. Studying aerial photographs of the area, we have Re: Wetland Analysis Report, Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02G0016 B-twelve Associates Page 5 of9 August 5, 2002 determined that only herbaceous vegetation was present in the recently graded areas of the site. (See Exhibit E below.) Field Observations-Wetlands One wetland was observed on the site, which is referred to as Wetland NB/C. (See Sheet W-1.) Wetland NB/C was flagged with pink ''Wetland Delineation" flags labeled A-1 through A-20, Bl-B9, and Cl-CS. A channel joins the two large wetland areas on the site. This channel has the appearance of having been dug within wetland in the past. The OHWMs of the channel were flagged with white and blue-dot flags labeled Wl-WS on the west side, and El-ES on the east side. The data points associated with the wetland delineation were marked with orange and black-striped flags labeled DP#l-DP#3. B- twelve's wetland and data point flags were subsequently surveyed by Cramer Northwest, per the client's request. During a recent site visit, we observed that most of the wetland flags are missing from the site, and we have not determined what might have happened to them. Wetland A is approximately 9S,I32sf (2.18ac) in size onsite, including the channel that joins that two large portions. The wetland appears to continue offsite to the east of the northern section, and in the northwest corner. Two barrel culverts are located within the channel connecting the two wetland areas. These culverts have been in place for many years, according to the client and aerial photographs. This wetland is characterized by two wetland classes (scrub-shrub and emergent), as well as a forested area that is less than 20% of the total wetland size. Vegetation in the majority of the wetland includes Sitka willow (Salix sitchensis), spirea (Spirea douglasii), Himalayan blackberry (Rubus discolor), reed canary grass (Phalaris arundinacea), lady fem (Athyriumfilixjemina), soft rush (Juncus ejfusus), and creeping buttercup (Ranunculus repens). The small forested area is composed primarily of Sitka willow. The channel within the wetland contains spirea and soft rush. Soil pits excavated within the wetland revealed very moist gravelly sandy loam with the matrix color of IOYR 3/2 with redoximorphic features. (See attached data forms.) Hydrologic indicators include saturation, inundation, and water marks. Hydrologic inputs to the wetland appear to be precipitation, runoff from surrounding uplands, and possibly a groundwater source. We observed slow southerly flow within the channel connecting the two wetland areas. An outlet from the south portion of the wetland was not observed. Debris such as discarded building material and furniture were observed near the edges of the wetland and in portions of the buffer. An old rusted barrel is located near the existing ditch culverts, and an old, small, wooden footbridge is located south of these culverts. Re: Wetland Analysis Report, Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02G0016 B-twelve Associates Page6af9 August 5, 2002 According to the United States Fish and Wildlife (USFWS) wetland classification method (Cowardin et al. 1979), Wetland A/B/C contains areas that would be classified as PSSlC (palustrine, scrub-shrub, broad-leaved deciduous, seasonally flooded) and PEMlC (palustrine, emergent, persistent, seasonally flooded). According to the King County Code (Section 21A.06.1415), Wetland A would be categorized as a Class 2 wetland, because it is greater than 1 acre in size. Typically, wetlands of this type are required have a 50' buffer measured from the wetland edge, as well as a 15' BSBL (building setback line) measured from the wetland buffer edge (K.C.21A.24.320). EXISTING IMPACTS As stated in the letters from King County dated January 31 and February 6, 2002, a violation has occurred on the property. Our observations and research lead us to agree generally with the County's charges. These violations are as follows: 1) Grading in excess of 100 cubic yards and 3 feet in depth without a valid grading permit, 2) Clearing portions of the site without a valid clearing permit, and 3) clearing and grading within a Class 2 wetland buffer without the necessary permits. No new fill dirt has been brought onto the site since 1998, when 100 cubic yards of dirt was brought in under an approved 1998 grading permit. This dirt was located in five piles of dirt of approximately 20 cubic yards each. Therefore, the violation consists of moving this dirt, as well as scraping 8-1 O" of dirt off the surface of much of the total disturbed area. Pat Anderson of Anderson Engineering calculated that approximately 167 cubic yards of dirt was scraped off the surface .and moved around. Therefore, the total amount of excavation is approximately 267 cubic yards. Mounds that served as jumps for dirtbikes are currently located on the site. The mounds range from 2' high to approximately 8' high. Two mounds are located near the barrel culverts and channel. An herbaceous community composed of different grass species has grown over the majority of the cleared areas. Approximately 60,396 sf (1.39 ac) was cleared and graded on the site, during January 2002. According to aerial photographs from August 2000, the only vegetation in these cleared areas appears to have been herbaceous. (See Exhibit E.) As stated above, it appears that the clearing/grading occurred within the wetland buffer only, and not in wetlands. Approximately 13,549 sf (0.31ac) of wetland buffer was cleared and graded on the site. The clearing appears to have been completed only in areas that were vegetated with grasses and other low groundcover. Re: Wetland Analysis Report, Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02G0016 B-twe/ve Associates Page 7 of9 August 5, 2002 Exhibit E: Aerial Photograph, WSDOT (8/23/00) PROPOSED RESTORATION PLAN The restoration plan proposes to restore the site to a condition similar to its state before Winter 2002. All dirt mounds currently located on the site will be leveled out. These are the only areas that will be disturbed again; the areas that are already fairly level will not Re: Wetland Analysis Report, Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02G00/6 B-twelve Associates Page 8 of9 August 5, 2002 be touched, so that the grasses colonizing there can remain intact. Because only an herbaceous stratum was present on the site before the violation occurred, we recommend that all disturbed or bare areas be seeded with a native grass seed mix. (See Sheet W-1.) In addition, all of the garbage that is currently present in the wetland and/or buffer will be removed. The straw that acts as the temporary erosion/sedimentation control will remain in place. Before the minor grading occurs, additional hay will be placed along the edge of clearing where needed. The owner of the site will be applying for a building permit on the site within the next 6 months. We expect the construction to begin within the next year and a half. The development may propose a minimal amount of buffer width averaging, but otherwise will not impact sensitive areas. Because development will likely commence within the next year, we recommend that a monitoring schedule not be required. However, if the site is not developed, a 3-year monitoring program will be completed. We believe that the proposed Restoration Plan meets the requirements stated in the King County Code, and will benefit the sensitive areas onsite. Please feel free to call our office at (253) 859-0515 if you have any questions or require any additional information. Sincerely, B-twelve Associates ~13)~ Darcey B. Miller Wetlands Ecologist Encl. Sheet W-1: Existing Conditions Map Wetland Data Forms File: dm/A212S·wa·restdoc Re: Wetland Analysis Report, Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02GOOJ6 B-twelve Associates Page 9 o/9 August 5, 2002 REFERENCES Cowardin, L., V. Carter, F. Golet, and E. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, FWS/OBS-79- 31, Washington, D. C. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1. U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi. King County Sensitive Areas Folios. December 1990. King County Zoning Code: Title 21A. 1999. Mueller-Dombois, D. and H. Ellenberg. 1974. Aims and Methods of Vegetation Ecology. John Wiley & Sons, Inc. New York, New York. Munsell Color. 1988. Munsell Soil Color Charts. Kollmorgen Instruments Corp., Baltimore, Maryland. National Technical Committee for Hydric Soils. 1991. Hydric Soils of the United States. USDA Misc. Pub!. No. 1491. Reed, P., Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region 9). 1988. U.S. Fish and Wildlife Service, Inland Freshwater Ecology Section, St. Petersburg, Florida. Snyder, D., P. Gale, and R. Pringle. 1973. Soil Survey King County Area Washington. U.S.D.A., Soil Conservation Service, Washington, D.C. USDA NRCS & National Technical Committee for Hydric Soils, September 1995. Field Indicators ofHydric Soils in the United States -Version 2.1 Washington State Dept. of Ecology. 1987. Washington State Wetlands Identification and Delineation Manual. Pub. No. 96-94 Washington State Department of Fisheries. November 1975. A Catalog of Washington Streams and Salmon Utilization. Vol. I. ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) B-1WELVEASS0CIATES, INC. 1103 West Meeker Street, Suite C Kent, Washington 98032 (253) 859-0515 p..,.,;ectName/#:, ~{Ultd~ #A-z_~,i~te: 5 7 ()2,. Investi.,.tor. 'J), /Vt ~ / /er Data Point I Jurisdiction: y A L/1/J { • ..,~ State: J ,1J· Q At=ical Anal=is: Prob\-Area: J VEGETATION g plan! ~es . . Stratum ,~ Coverage% 1. ~· ~""1 24::-tlin VYh ~ ;: [. !j!= U-S 4. s. 6. 7. 8. 9. 10: % of species OBL, FACW and/or FAC: 5l2!, Hydrophytic vegetation criteria met: Yes No ~ Commcms: ' /1 d SOILS we,1.1 Mapped Soil Scries:/~tJ On Hydric Soils Llst?: Yes a ))rainagc Class: aaad· ~ in) d '1 f_ lt!-atrix color Redox con.:entratio . 1"r TexJure 7': L ~ 2., . o j· _in. ]., ~-0j. 3 .-./=SL. _in. Organic soil__, Histic epipedon __, Hydrogen sulfole __, gkyed __, redox con.:entrations __. redox deple.ions __. pore linings__. iron cmu::retions __, manganese cotu:retions __, organic matter in surface horizon (sandy soil)__. organic streaking (sandy soils)__, organic pan (sandy soil)_. ~g, ?.2 0~ I h d. c a.:fo-.,3 Hydric soil criteria met: Yes 5)Basis: 7 ~Q Comments: ( Recorded data__, inundation sahlratwn HYDROLOGY --5'~ watermarks drift lines___, sediment deposits __ • drainage patterns . (9 Ja(w,ah{JYI_-, Basis: Wetland hydrology criteria met~o Comments: SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Seaso~ Hydrophytic vegetation:..Y@) Hydric soils: Y We~ydrolo~ Data point meets the critena of a jurisdictional wetland?: Yes o '-._....--" ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) B-1WEL VE ASSOCIATES, INC. 1103 West Meeker Street, Suite C Kent, Washington 98032 (253) 859..()515 Pro; ..... Name/#: SAh'ldJ-u,c., A 2 ~/ i £.:, 0 7 )z_ Jnvesti=tor: 7) M ; //ernata Point 2- Jurisdiction: · ·· 'V ,1 utA (1.-. State: IA 11.J. r N=ical Anal""'-:-Problem A-: ) Coverage% 4 .. __________________________________ _ 5 .. __________________________________ _ 6 •. __________________________________ _ ? •. __________________________________ _ 8 .. __ ~--------------------------------9.~----------------------------------10: ----------------------------------- % of species OBL, FACW and/orFAC: (o7 fc Hydrophytic vegetation criteriau@s~N=o~Margina=,.·=1 ______ _ Coaments:. ________________________________ _ Mapped Soil SeriesA Id.vi ll(Dcd On Hydric Soils~:~ %) . ~ Oass:__,_OZ.c.=o-d"-'-, ~wdJ=~--u DeJ:d'{O in) '/(_ / Matrix color Redox concentratioMor Texture ~ <&Tu ~~}z. C/ YYl I d f")S; L _m.. _________________________________ _ • _ n / Organic soil_, Hlstic epiped,:m_, Hydrogen suljide _, gleyed _, redox concenlrations 2 re,/o:,c depletions;_, pore linings_, iron concretions_, manganese concretions_, organic matter in swface horizon (sandy soil)_, organic streaking (sandy soils)_, organic pan (sand~.:~ ,., /. . __ . J <LY, ~criteria es No Basis: UV\/vVTl<\A. 2...... j :P-,6 rnM HYDROLOGY -3v Recorded data_, inundation . salllrotion , watermarks , drift lines __ , sediment deposits~ drainage patterns . fl ,.1 . !. 4 I " Wetlandhydrologycriteria ~No Basis: <./MU./l/J. 'f-e.O tMIJJVt ~ /2, Comments: _____ ~-'sc~-------------------------- SUMflARY OF CRITERIA Soil Temp. at 19. 7" depth: Growing Season?:@li Hydrophytic vegetati~ · Hydric so~ -"'etland hydrology~ Data point meets the criteria of a jurisdictional weilandr.ZY es l No ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) B-TWEL VE ASSOCIATES, INC. 1103 West Meeker Street, Suite C Kent, Washington 98032 {2.53) 859-(1515 n....,·-Nam.,/#: :JaµJrw)# A2-Jt£e, i:::;/ 1 /dz.-Inves"-tor: T). M-rl \pf Data Point · ?y 71 VEGETATION Indicator If~ Problem Area: Coverage% 4 .. ____________________________________ _ 5 .. _____________________________________ ,, 6 .. ____________________________________ _ 7.·-------------------------------------11 8 .. __ -'-------------------------------------11 9 .. ____________________________________ _ 10· .. _ ---------------------------------~ %ofspccies0BL,FACWand/orFAC: /01) Hydrophytievegetationcriteria~-.-!.!-es¥N:!!!o~Maajm=a1s·!!!!!!1 _______ 11 Comm:nls:. _________________________________ _ MappedSoilSeries: A /ck--vJoa:i OnHydricSoils~:~ 6J.~ciass: lh_ «I 1uJJ 1J:!° in)!D 'f R._ z.. }l Matrix cok>r Redox concentration_ r _ S~~ /o 1 &_:::. __ ..., ,_5"'"_-_9_R.._4_;_7_.s ____________ ....,(,...9"--r;-~-~-= .......... -:=_i~-----'-l-'_q:.n, __ _ in.. ___________________________________ _ 0rgllllic soll_, Htstic epipedon_, Hydrogen ndjide_, gleyed_, redox concentrations_, redox depletwns_, pore linings_, iron concretkms _, wumganese c,:,ncretions _, organic matter In swface horizon (sandy soll) _, orgllllic streaking (sandy soils)_, orgllllic pan (sandy soil)~ . 1-A _ •• Hydric soil criteria met es Basis· .. _ _..C"--':,wvvrn-'!-..:....:::.~c::0:i......._/~l,__. ________________ _ Comments:. _____ .="---------------'---------------- -"7 11 HYDROLOGY Recorded data_, inundatwn sallll"alion --f___, watermarks. _ __, drift lines____, sediment deposits __ , drainage patterns . f-} Wetland hydrology criteria me No Basis=·------------------------II Conmienls:. _____ --'-~""'-----------------------------11 SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Season?:W! · Hydrophytic vegetationiY/N Hydric soils:.YM'\ · ..--"1 11etland hydrolog(Jili Data point meets the crildiaofajurisdictional wetlina?: hes No B-twelve Associates, Inc. 1103 W. Meeker Street, Suite C Kent WA 98032 SANDHU PROPERTY KING COUNTY NO. E02GOOI6 Wetland Analysis Report and Restoration Plan Prepared For: Mr. Kulwant Sandhu 13989 SE 159th Pl. Renton, WA 98058 August 5, 2002. Job#A2-125 B-twelve Associates, Inc. Phone: 253-859-0515 Fax: 253-852-4732 8-twelve Associates, Inc. 1103 W. Meeker St. Kent, WA 98032-5751 SANDHU PROPERTY KING COUNTY NO. E02G0016 WETLAND ANALYSIS REPORT AND RESTORATION PLAN (v) 253-859-0515 m 253-852-4732 (e) info@b12assoc.com This report describes the jurisdictional wetlands on the Sandhu property located at 12044 SE 184th St, Parcel #6199600320, in King County, WA. (See Exhibit A-Vicinity Map.) The site also includes the Parcel #6199600282, which is the Bonneville Transmission Line Right-of-Way. The total area of these two parcels together is approximately 6.3 acres. Specifically, the site is located in a portion of the SE 14 of the NW v.i of Section 33, Township 23 North, Range 5 East of the WM, in King County, WA. According to King County D.D.E.S., a sensitive areas violation occurred on the site; therefore, this document also discusses the proposed Restoration Plan. METHODOLOGY Darcey Miller inspected the property for jurisdictional wetlands and streams on May 7 and May 24, 2002. The wetland edges were marked with pink flagging labeled "Wetland Re: Wetland Analysis Report, Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02GOOI6 B-twelve Associates Page 2 of9 August 5, 2002 Delineation." The data points were marked with orange and black-striped flags labeled DP#_. A combination of field indicators, including vegetation, soils, and hydrology, were used to determine the presence of a wetland. The site was inspected using the methodology described in the Washington State Wetlands Identification and Delineation Manual (Yv ADOE, March 1997) and in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987). This is the methodology currently recognized by King County and the State of Washington for wetland determinations and delineations. The Washington State Wetlands Identification and Delineation Manual and the Corps of Engineers Wetlands Delineation Manual both require the use of the three-parameter approach in identifying and delineating wetlands. A wetland should support a predominance of hydrophytic vegetation, have hydric soils and display wetland hydrology. To be considered hydrophytic vegetation, over 50% of the dominant species in an area must have an indicator status offacultative (FAC), facultative wetland (FACW), or obligate wetland (OBL), according to the National List of Plant Species That Occur in Wetlands: Northwest (Region 9) (Reed, 1988). A hydric soil is "a soil that is saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part". Anaerobic conditions are indicated in the field by soils with low chromas (2 or less), as determined by using the Munsell Soil Color Charts; iron oxide mottles; hydrogen sulfide odor and other indicators. Generally, wetland hydrology is defined by inundation or saturation to the surface for a consecutive period of 12.5% or greater of the growing season. Areas that contain indicators of wetland hydrology between 5%-12.5% of the growing season may or may not be wetlands depending upon other indicators. Field indicators include visual observation of soil inundation, saturation, oxidized rhizospheres, water marks on trees or other fixed objects, drift lines, etc. Under normal circumstances, indicators of all three parameters will be present in wetland areas. OBSERVATIONS Existing Site Documentation Prior to visiting the site, a review of several natural resource inventory maps was conducted. Resources reviewed included the National Wetlands Inventory Map, the King County Soil Survey (Snyder et al. 1973), and the King County Sensitive Areas Folios (King County 1990), and the King County Wetlands Inventory. According to the NWI map, two small PEMC wetlands are located on or just north of the site. (See Exhibit B.) Re: Wetland Analysis Report, Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02GOOJ6 B-twelve Associates Page 3 of9 August 5, 2002 The King County Soil Survey indicates Alderwood (AgB-gravelly sandy loam) soils on the site. (See Exhibit C.) Alderwood soils are moderately well-drained soils that formed under conifers, in glacial deposits. According to the publication Hydric Soils of the United States, they are not considered to be hydric (wetland) soils. Exhibit C: Re: Wetland Analysis Report, Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02GOOl6 B-twelve Associates Page4 of9 August 5, 2002 The King County Sensitive Areas Folio for Streams shows a stream with wetlands located well over 200' to the east of the site. (See Exhibit D.) The stream is considered to be a salmonid stream, according to this source. The King County Wetlands Inventory depicts a large wetland, referred to as Soos Creek 2, located over 1,000' to the east of the site. This wetland is categorized as a Class 1 (c) wetland in King County. We did not observe any connection between this wetland and the wetland we flagged onsite. Field Observations-Uplands The upland areas on the site are primarily level, with a slight slope down to the east. The majority of the land was historically a pasture for livestock. The east four acres are located within the Bonneville Transmission Line Right-of-Way. A house and two sheds are located in the southwest portion of the site. The north and central areas of the site contain several recently graded piles of dirt, most of which are greater than 3' in height. An area approximately _sf in size was not graded, and includes a large red alder, Douglas fir, and Western hemlock. In much of the upland area adjacent to the wetland edge, grading/clearing did not occur, and grasses, soft rush (Juncus effuses), and spirea (Spiraea douglasii) are present. Studying aerial photographs of the area, we have Re: Wetland Analysis Report, Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02GOOJ6 B-twelve Associates Page 5 o/9 August 5, 2002 determined that only herbaceous vegetation was present in the recently graded areas of the site. (See Exhibit E below.) Field Observations-Wetlands One wetland was observed on the site, which is referred to as Wetland A/8/C. (See Sheet W-1.) Wetland A/8/C was flagged with pink "Wetland Delineation" flags labeled A-1 through A-20, Bl-B9, and Cl-CS. A channel joins the two large wetland areas on the site. This channel has the appearance of having been dug within wetland in the past. The OHWMs of the channel were flagged with white and blue-dot flags labeled Wl-WS on the west side, and El-ES on the east side. The data points associated with the wetland delineation were marked with orange and black-striped flags labeled DP#l-DP#3. B- twelve's wetland and data point flags were subsequently surveyed by Cramer Northwest, per the client's request. During a recent site visit, we observed that most of the wetland flags are missing from the site, and we have not determined what might have happened to them. Wetland A is approximately 9S,132sf (2.18ac) in size onsite, including the channel that joins that two large portions. The wetland appears to continue off site to the east of the northern section, and in the northwest corner. Two barrel culverts are located within the channel connecting the two wetland areas. These culverts have been in place for many years, according to the client and aerial photographs. This wetland is characterized by two wetland classes (scrub-shrub and emergent), as well as a forested area that is less than 20% of the total wetland size. Vegetation in the majority of the wetland includes Sitka willow (Salix sitchensis), spirea (Spirea douglasii), Himalayan blackberry (Rubus discolor), reed canary grass (Phalaris arundinacea), lady fern (Athyriumfilix-femina), soft rush (Juncus ejfusus), and creeping buttercup (Ranunculus repens). The small forested area is composed primarily of Sitka willow. The channel within the wetland contains spirea and soft rush. Soil pits excavated within the wetland revealed very moist gravelly sandy loam with the matrix color of lOYR 3/2 with redoximorphic features. (See attached data forms.) Hydrologic indicators include saturation, inundation, and water marks. Hydrologic inputs to the wetland appear to be precipitation, runoff from surrounding uplands, and possibly a groundwater source. We observed slow southerly flow within the channel connecting the two wetland areas. An outlet from the south portion of the wetland was not observed. Debris such as discarded building material and furniture were observed near the edges of the wetland and in portions of the buffer. An old rusted barrel is located near the existing ditch culverts, and an old, small, wooden footbridge is located south of these culverts. \ Re: Wetland Analysis Report, Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02G0016 B-twelve Associates Page 6 o/9 August 5, 2002 According to the United States Fish and Wildlife (USFWS) wetland classification method (Cowardin et al. 1979), Wetland AIB/C contains areas that would be classified as PSSlC (palustrine, scrub-shrub, broad-leaved deciduous, seasonally flooded) and PEMlC (palustrine, emergent, persistent, seasonally flooded). According to the King County Code (Section 21A.06.1415), Wetland A would be categorized as a Class 2 wetland, because it is greater than l acre in size. Typically, wetlands of this type are required have a 50' buffer measured from the wetland edge, as well as a 15' BSBL (building setback line) measured from the wetland buffer edge (K.C.21A.24.320). EXISTING IMPACTS As stated in the letters from King County dated January 31 and February 6, 2002, a violation has occurred on the property. Our observations and research lead us to agree generally with the County's charges. These violations are as follows: 1) Grading in excess of 100 cubic yards and 3 feet in depth without a valid grading permit, 2) Clearing portions of the site without a valid clearing permit, and 3) clearing and grading within a Class 2 wetland buffer without the necessary permits. No new fill dirt has been brought onto the site since 1998, when 100 cubic yards of dirt was brought in under an approved 1998 grading permit. This dirt was located in five piles of dirt of approximately 20 cubic yards each. Therefore, the violation consists of moving this dirt, as well as scraping 8-10" of dirt off the surface of much of the total disturbed area. Pat Anderson of Anderson Engineering calculated that approximately 167 cubic yards of dirt was scraped off the surface .and moved around. Therefore, the total amount of excavation is approximately 267 cubic yards. Mounds that served as jumps for dirtbikes are currently located on the site. The mounds range from 2' high to approximately 8' high. Two mounds are located near the barrel culverts and channel. An herbaceous community composed of different grass species has grown over the majority of the cleared areas. Approximately 60,396 sf (1.39 ac) was cleared and graded on the site, during January 2002. According to aerial photographs from August 2000, the only vegetation in these cleared areas appears to have been herbaceous. (See Exhibit E.) As stated above, it appears that the clearing/grading occurred within the wetland buffer only, and not in wetlands. Approximately 13,549 sf (0.3Jac) of wetland buffer was cleared and graded on the site. The clearing appears to have been completed only in areas that were vegetated with grasses and other low groundcover. Re: Wetland Analysis Report, Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02GOOJ6 B-twelve Associates Page 7 o/9 August 5, 2002 Exhibit E: Aerial Photograph, WSDOT (8/23/00) PROPOSED RESTORATION PLAN The restoration plan proposes to restore the site to a condition similar to its stale before Winter 2002. All dirt mounds currently located on the site will be leveled out. These are the only areas that will be disturbed again; the areas that are already fairly level will not Re: Wetland Analysis Report. Concept Mitigation Sandhu Property/ Job #A2-125/K.C.No. E02G0016 B-twelve Associates Page 8 of9 August 5, 2002 be touched, so that the grasses colonizing there can remain intact. Because only an herbaceous stratum was present on the site before the violation occurred, we recommend that all disturbed or bare areas be seeded with a native grass seed mix. (See Sheet W-1.) In addition, all of the garbage that is currently present in the wetland and/or buffer will be removed. The straw that acts as the temporary erosion/sedimentation control will remain in place. Before the minor grading occurs, additional hay will be placed along the edge of clearing where needed. The owner of the site will be applying for a building permit on the site within the next 6 months. We expect the construction to begin within the next year and a half. The development may propose a minimal amount of buffer width averaging, but otherwise will not impact sensitive areas. Because development will likely commence within the next year, we recommend that a monitoring schedule not be required. However, if the site is not developed, a 3-year monitoring program will be completed. We believe that the proposed Restoration Plan meets the requirements stated in the King County Code, and will benefit the sensitive areas onsite. Please feel free to call our office at (253) 859-0515 if you have any questions or require any additional information. Sincerely, B-twelve Associates ( ~ //) :u~tACJ 1_5) Darcey B. Miller Wetlands Ecologist // Encl. Sheet W-1: Existing Conditions Map Wetland Data Forms Re: Wetland Analysis Report, Concept Mitigation Sandhu Property! Job #A2-125/K.C.No. E02GOOJ6 B~twelve Associates Page 9of9 August 5, 2002 REFERENCES Cowardin, L., V. Carter, F. Golet, and E. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, FWS/OBS-79- 31, Washington, D. C. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1. U. S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi. King County Sensitive Areas Folios. December 1990. King County Zoning Code: Title 21A. 1999. Mueller-Dombois, D. and H. Ellenberg. 1974. Aims and Methods of Vegetation Ecology. John Wiley & Sons, Inc. New York, New York. Munsell Color. 1988. Munsell Soil Color Charts. Kollmorgen Instruments Corp., Baltimore, Maryland. National Technical Committee for Hydric Soils. 1991. Hydric Soils of the United States. USDA Misc. Publ. No. 1491. Reed, P., Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region 9), 1988. U. S. Fish and Wildlife Service, Inland Freshwater Ecology Section, St. Petersburg, Florida. Snyder, D., P. Gale, and R. Pringle. 1973. Soil Survey King County Area Washington. U.S.D.A., Soil Conservation Service, Washington, D.C. USDA NRCS & National Technical Committee for Hydric Soils, September 1995. Field Indicators of Hydric Soils in the United States -Version 2.1 Washington State Dept. of Ecology. 1987. Washington State Wetlands Identification and Delineation Manual. Pub. No. 96-94 Washington State Department of Fisheries. November 1975. A Catalog of Washington Streams and Salmon Utilization. Vol. I. ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) B-TWELVEASSOCIATES, INC. 1103 West Meeker Street, Suite C Kent, Washington 98032 (253) 859-1)515 Proiect Name/#: , a,111 d hu_. #-A "2, -I Z.~te: 5 7 0 Z.. Investi<'ator: j), /v1 ~ I/er- Jurisdiction: YA #7 a r · ~, State: , , <1 N•-ical Anal=is: ' J VEGETATION no~· plant species . . Stratum In4ica~ 1. ~,a/u,,..., Q~L1hn//rn p F/f J3 Data Point: Problem Ne.a: Coverage% I 4 .. ______________________________________ _ 5., ____________________________________ _ 6 .. ______________________________________ _ 7., ______________________________________ _ 8 .. ______________________________________ _ 9 .. ____________________________________ _ 10 .. ______________________________________ _ % of species OBL, FACW and/or FAC: Sl? 2 Hydrophytic vegetation criteriamet:_,Y..,es...._.N,,,oc...a~"/=""$><) _______ 11 Comments:. ___________________________________ _ Mapped Soil Series: f}/CWl,wz,tJd On Hydric Soils L::~ mi) . Drainage Class:._,_,ly;~a=d~·~w&~---- ~(O in) ,,; , k Matrix color Redox concentrawraor Texture Zm. L~ ,,._ k_"" . · o ~ 'Ibn. 7, CJ' 7TJ :$j 3 ---i j SL . _m. _____________________________________ _ _ in. _____________________________________ _ Organic soil__, Histic epipedon__, Hydrogen sulfide__, gkyed__, redox concentraJions_, redox depletions__, pore lining,_, iron concretions_, manganese concretions_, organic matter in surface horizon (sandy soil)_, organic streaking (sandy soils)_, organic pan (sandy soi/)_. ~-, ~ I. _ 2, s/-,1 • _ _; ._;/-a., vVVvO '-, 0Jf 0--e/i f YI Cl,,.,_, ::.!; Hydric soil criteria met: Yes o )Basis: YI,,( a ~ ) V) () . , es Comments: ( / HYDROLOGY Recorded data__, inundation . saturation :5'~ watermarks , drift lines __ . sediment deposits___, drainage patterns . (j r .I _ _ L ' Wetland hydrology criteria met: ~No Basis:_:,ve:.'{,(=TWl...:..:._.:.::tlJ'--' t--=-(}VL. __ ··----------------- Comments: ______ ~----------------------------- SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Seaso§:§)tt Hydrophytic vegetation:..¥@) Hydric soils: Y We~ hydrolog~ Data point meets the critena of a jwisdictional wetland?: Y cs ~ ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) B-1WEL VE ASSOCIATES, INC. 1103 West Meeker Sueet, Suite C Kent, Washington 98032 (253) 859-IJSJS c dJw_, A Z ~t z,~ Pro;.,.. Name/#: ·, AA/! Date: S-) 7 ;i;z...._ Investi=tor: 7). AA ; / / e/Data Point: 2- Jurisdiction: .. ·v" ,,,,.. n~ State: IA JI-+ r Atvnical Anal·-'·: Problem Area: ) VEGETATION Dominant pt:: speeid Stratum ~fl Coverage% I. rZt.i 1/3 1 ~ S i: '.tff~tJf ?1 s$Y.no5 µ ~ 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or FAC: (r2Z3 Hydrophytic vegetation criteria n@s Ho Man,inal Conments: MappedSoi1Series:A-{dut WDtd SOILS YnQd.., wdJ On Hydric Soils List?: Yes a ))rainage Class: 1t~ in) 'ff-?_ / Matrix color RedOl: concentratio or Tex4lre ~L ' ~ <8 & _,r~}z; C,,M, d I _m. _n ~ Organic soil_, Histic epipedon_, Hydrogen sulfide_, gleyed _, redox concenlratwns .Z: redox depletions;_, pore linings_, iron concretions_, manganese concretions_, organic matter in surface horizon (sandy soil)_, organic streaking (sandy soils)_, organw pan (sandy~ ~ 2-j/{n6 fl(a.a Hydric soil criteria o Basis: Conments: HYDROLOGY Recorded data_, inundatwn -3" . saturatwn • watermarks , drift lines___. sediment deposits __ , drainage patterns . ' .51vh.vi a I-eel aMM -IZ" Wetland hydrology criteria fl No Basis: Comments: S~Y OF CRITERIA Soil Temp. at 19. 7" depth: Growing Season?· Hydrophytic vegetatio~ Hydric so~ 1 ~etland hydrolo~ Data point meets the criteria of a jurisdictional wetland . Y cs No I_/ ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) B-TWEL VE .ASSOCIATES, INC. 1103 West Meeker Street, Suite C Kent, Washington 98032 (253) 859-1)515 ProiectName/#: OawjVlA.}_J# A2-J't;i, c:;/ 1 /6t-Investi=tor: T), M ii \pf Data Point , ~ Jurisdiction: ·. Y i All "' I I ". ' State: I/", J'r/ Atvnical Anal=is: J s~ JI VEGETATION Indicator \,) '5:; Problem Area: Coverage% 4·--------------------------------------11 5.·-------------------------------------11 6. ____________________________________ _ 7 .. ____________________________________ _ 8 .. ____________________________________ _ 9 .. ____________________________________ _ 10. ____________________________________ _ % of species OBL, FACW and/or FAC: / 0 D Hydrophytic vegetation criteria~"-''-'. es,;.u.N,,.o....,Margina=..,·=-1 ______ _ Comments:. _________________________________ _ Mapped Soil Series: A /db l,vT)d:) OnHydric Soils r.:,';! 62 Drainage Class: /ha/ ux/J 11:(0in)/O'-((( Z,)IMatrixcolor Redoxconcentration or S~~ /o 1 &_;:: __ 1_,:? __ 9_R.._D_1_1_..:s ______________ ...,,;:_,,,....:.<J_'_~_~-=...;__:=_r~--'----1-"_a:..n, __ _ in. ______ -,-____________________________ _ Organic soil_, Histu: epipedon_, Hydrogen sulfide_, gleyed _, redox concentrations_, redox depletions_, pore linings_, iron concretions_, manganese concretions_, organic matter in surface horizon (sandy soil)_, organic strealdng (sandy soils)_, organic pan (sandy soil)~ . L h -•• Hydric soil criteria met Yes o )Basis:_C"'~~:....:::..:::..!..=(J1-~/L...JL~------------------11 Commen~=-------"=''-------------~---------------- _ VJ 11 HYDROLOGY Recorded data_, inundation . saturation _J___, watermarks . drift lines __ , sediment deposits __ , drainage patterns . ~ Wetlandhydrologycriteria _No Basis=--------~--~----------- Commen~=------~~~---------------------------- SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Season?:£Ylli Hydrophytic vegctationt1'2li Hydric soils:.YM) ,,---"f etland hydrolo!DtJili Data point me~ the cri~ofajurisdictiooal wetilna?:Nes l No ~------~ ---- - ~')~~Ch-5- -u,d\O.Ato ewiLah0 ~ -v:j -~~ -\~tf\. / ovt.baw -<lAf~oqe,, -MLN~~~ -l.svv<J.. 2. <Y"lcu-{ \le_, \ \~ -~~am. -CC,tVL~\Q.,lk)~ -fv4& v.)ocd- Dev. Cond. Query Result -DDES, King County Washington ® King County 1111m1111 IEIIIIII M4i41194M Comments Page 1 of I So'57;, es;;;,+ Development Condition Query Results - Parcel Search Parcel Number: 6199600282 Parcel Number: 6199600320 Listed below are both Post-Conversion and Pre-Conversion development conditions which are associated with the parcel you entered. To view text for a development condition, choose a condition code in either box below and click on a Get Text button. Otherwise click on 'New Query' at the bottom of this page to perform another parcel search. Post-Conversion Conditions Pre-Conversion Conditions (Effective August 18, 1997) (Prior to August 18, 1997) KCC-16.82.150D I 5CP-P17 I SC-P3 I SCP-P3 i 50-220 .. I SCP-P4 i I SCP-P7 I ''' ., . ·---------------. ,--·-' -- 40!.wc.,\'<:... \J1. ~ \;) King County I DOES Page I DDES/GIS Page I New Query I News I Services I Comments I ;:i Search ,L~\.l::F.>'D::H:i-~~ Updated: December 29, 1998 r1 , \ ~b.,\e,pl\ Links to external sites do not constitute endorsements by King County. L h ~ hou~ v"v~ c\. _ ,1,, ...i ,1'-"v,-, By visiting this and other King County web pages, ~CW: O{IS ,,CCJ()C. !iti~J{ :ptu,.;-u.rl{~t~~~sandconditionsofthesltej. ,.__ ~ ~~h;:) r 11_ ~ C. .,) fc-~Df-e,-e,D ~kwy::.--'1uv-.J Iv 104-tn -C()bco1lk'C c · .. ./ e,d,-e,, ,pcze.fc.e., .Lccdc e,()-(2;ll:Lm7: .. y. ~\"Yli . "a:C'f'· ~ t-{ C,. £,~LL \oc..=.h c;,--j -~ Q..VU{ • ./ ~(... l,v~/ lete\ l floi,j ./.i;J,iy Z V/{iu:,h~ (® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98055-1219 Pre-Application Meeting Confirmation Notice Date: August 28, 2003 In-house meeting, Thurs. 9/4 2:00 D44 Kim Claussen Kulwant Sandhu 13989 SE 1591h Place Renton, WA 98058 Applicant Meeting Date: Time: Location: Room: Bruce Whittaker Kris Langley Nick Gillen Thursday, September 11, 2003 1:30 p.m. Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 C-1 Conference Room (Please meet on the first floor) Tracking Number: A03P0237 12-lot subdivision Planner: Kim Claussen Phone No.: 206-296-7167 Please advise us if any changes are needed in the meeting date or time, so that we may reschedule the meeting as soon as possible. Please reference the project tracking number (see above) to any correspondence you may wish to submit to us. If you have any questions regarding this notice, please call the planner identified above. Please wait on the first floor for the planner to meet you. cc: Daniel Turner/ BSD front desk Mark Stiefel, Stiefel Engineering ® Land UsePr~-applicatio11 Meeting Requeit Form King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 Alternative formats available upon request To be completed byDDES Staff Pre-application No. P.~?>PtQ~f Please rint: Applicant Name: Address: Permit(s) being requested: Project Address/Location: Please indicate if pre-application is: Date Received (Stamp) Date: Phone: and Use Feasibility Consolidated 1 .Check the box(es) regarding issues you wish to discuss: Jg Land Use Permit Issues: Subdivision/ CUP/ Variances/ Reasonable Use/ PAUE I Site Issues: Zoning /Setbacks/ Density/ Subdivision Design / Landscaping Site Issues: Traffic/ Road Access / Road Improvement/ Road Variances/ Parking Layout Site Issues: Drainage/ Site Development/ SWDM Variances & Adjustments Shoreline Issues: Substantial Development Permit/ Permitted Uses/ Shoreline Setbacks SEPA Issues: SEPA Checklist/ Off-Site Improvements/ Mitigation Wetland/Stream Issues: Buffers/ Building Setbacks/ Flood Plains/ Mitigation Geotechnical Issues: Steep Slope / Landslide / Seismic/ Coal Mine/ Erosion ~ Clearing/Grading Issues: Site Development/ Clearing Restrictions/ Site Restoration D Building Issues: Building/ Mechanical: HVAC/Energy/ Barrier-Free Standards ~ Fire Issues: UFC / Fireflow / Access /Sprinklers/ Alarms/ Hazardous Materials D Health Issues: Sewer/ Septic/ Water/ Groundwater/Noise Impacts D Other (Specify): _____________________ _ Check out the DDES Web site at www.metrokc.gov/ddes • Land Use Pre-Application Meetings Information & Request Form lc-infreq-preap.pdf 07111 /0 3 Ao3Poi 3 r . -. .. ".( -: ......... ,.,,,,. Please indicate the numbers and types of representatives that will be at the pre-application meeting from your design team: Will Not Attend 0Applicant 0Architect 0Civil Engineer 0Developer Will Attend D D D D Total Number Attending: Will Not Will Attend Attend 0Geotechnical Consultanj 0Landscape Architect 0Legal Consultant D 0Property Owner Will Not Attend D Structural Engineer D Wetlands Consultant D Others: _____ _ I certify that I am the applicant for this pre-application meeting request and I understand that DDES will assess hourly review fees for each DDES staff member involved in pre-application research, meetings and post-meeting follow-up work, and that I assume financial responsibility for all fees associated with this request. AW:sign&ure~ ;, Note: A minimum advance deposit fee of $373.75 is required to schedule a pre-application meeting. All checks must be payable to King County Office of Finance. If you have any questions about your pre-application meeting, please contact DDES at 206-296-6600. Check out the ODES Web site at www.metrokc.gov/ddes Land Use Pre-Application Meetings Information & Request Form lc~infreq~preap.pdf 07/11/03 Page 4 of 4 Friday, Aug 29, 2003 02:25 PM King County -DOES Dev. Cond. Query Result -DDES, King County Washington Page 1 of 1 ®King COUnty llllllllllll 1111111 F4di92\M (1_,mmer,ts Development Condition Query Results - Parcel Search Parcel Number: 6199600282 · Parcel Number: 6199600320 Listed below are both Post-Conversion and Pre-Conversion development conditions which are associated with the parcel you entered. To view text for a development condition, choose a condition code in either box below and click on a Get Text button. Otherwise click on ;New Query' at the bottom of this page to perform another parcel search. Post-Conversion Conditions (Effective August 18, 1997) KCC-16.82.1500 SC-P3 50-220 - Updated: December 29, 1998 Pre-Conversion Conditions (Prior to August 18, 1997) SCP-P17 SCP-P3 SCP-P4 SCP-P7 - King County I DOES Page I DDES/GIS Page I New Query I News I Services I Comments I Search Links to external sites do not constitute endorsements by King County. By visiting this and other King County web pages, you expressly agree to be bound by tenns and conditions of the site. The details Parcel Number. 6199600282 Taxpayer: SANDHU KULWANT S+SANTOKH K Annexation: NIA · Jurisdiction: Unincorporated King County Situs Address: Postal City: Renton, 98058 Plat Name: NORTHWESTERN GARDEN TRACTS DIV NO. 0 Rec: nit Lot: 5; Block: 2 Kroll Page: 605 W Thomas Bros. Page: 686 114-S-T-R: NW-33-23-5 Acres: 4.31 (187743 SqFt.) Current Zoning: R-6-SO Potential Zoning: Comp. Plan.Land Use: um Assesso~s Open Space: NIA Commercial Use: NIA Number of Untts: NIA Mobile Home: N Land Value: 94000 Improvements Value: O · Community Plan Area: Soos Creek Unincorporated Area Council: NIA School District: Renton School District 403 Fire District: 40 Roads MPS Zone: 342 ($3730.00) Waterfront: No Water Service: WATER DISTRICT Water Service Planning Area: Soos Creek Water And Sewer District Sewer Service: No Information Airport Noise Remedy Program: NIA Bald Eagle Flag: NIA Council District (1996-2001): 9 Kent Pullen (R) Councll District (2002): 5 Dwight Pelz (0) Drainage Basin: Soos Creek, WRIA 9 Police: King County. Pct: 3, Dist: F3 Service/Finance Strategy Area: Full Service Snowload Zone: Standard Agricultural Production District: N Forest Production District: N Rural Forest Focus Area: N TOR Type: NIA TOR Status: NIA TOR Permit Number: NIA Building Inspection Area: Cleo Rubalcaba Clearing Inspection Area: Jim Ballweber Code Enforcement Inspection Area: Sheryl Lux ESA Inspection Area: Kathy Newborn Grading Inspection Area: Ramon Locsin Land Use Inspection Area: Tenzlng Thinley Sens. Areas Notlce(s) on TIiie: Parcel Number: 6199800320 Taxpayer: SANDHU KULWANT S+SANTOKH K Annexation: NIA Jurisdiction: Unincorporated King County Situs Address: 12044 SE 184TH ST Postal City: Renton, 98056 ------- Plat Name: NORTHWESTERN GARDEN TIRACTS DIV NO. 0 Rec: nil Lot: 7; Block: 2 Kroll Page: 605 W Thomas Bros. Page: 686 114-S-T-R: NW-33-23-5 Acres: 1.96 (8~77 SqFt.) ------ Current Zoning: R-6-SO Potential Zoning: Comp. Plan Land Use: um Assesso~s Open Space: NIA Commercial Use: NIA Number of Units: NIA Mobile Home: N Land Value: 99000 Improvements Value: 77000 Community Plan Area: Soos Creek Unincorporated Area Councll: NIA School District: Renton School District 403 Fire District: 40 Roads MPS Zone: 342 ($3730.00) Waterfront: PRIVATE Water Service: WATER DISTRICT Water Service Planning Area: Soos Creek Water And Sewer District Sewer Service: PRIVATE Airport Noise Remedy Program: NIA Bald Eagle Flag: NIA Council District (1996-2001): 9 Kent Pullen (R) Council District (2002): 5 Dwight Pelz (D) Drainage Basin: Soos Creek. WRIA 9 Police: King County, Pct: 3, Dist: F3 Service/Finance Strategy Area: Full Service Snowload Zone: Standard Agricultural Production District: N Forest Production District: N Rural Forest Focus Area: N TOR Type: NIA TOR Status: NIA TOR Permit Number. NIA -------~ Building Inspection Area: Cleo Rubalcaba Clearing Inspection Area: Jim Bailweber Code Enforcement Inspection Area: Sheryl Lux ESA Inspection Area: Kathy Newborn Grading Inspection Area: Ramon Locsin Land Use Inspection Area: Tenzlng Thinley Sens. Areas Nollce(s) on lltle: BD06 KING COUNTY DEPT OF·ASSESSMENTS REAL PROPERTY CHARACTERISTICS SITUS: BDOl PAI11260-Sl 09/04/03 08:48:22.1 ACCOUNT: 619960-0282-0 TAXPAYER: SANDHU KULWANT S+SANTOKII K QSTR: NW 33 23 05 LOT: 5 BLK: 2 PLAT: NORTHWESTERN GARDEN TRACTS DIV NO. 06 * LAND ZONE ACTUAL JURISDICTION ACRES DATA KING CO 4.31 WATER SYSTEM SEWER WTR DIST VIEW OPEN SPACE TIDELANDS WATERFRONT FEET WFT LOCATION WFT BANK WFT RIGHTS ONLY NO * * * B U I L D I N G BLDG SQ FOOTAGE DATA FIRST FLOOR 1/2 FLOOR 2ND FLOOR UPPER FLOOR TOTAL BSMT FIN BSMT BSMT GARAGE TOTAL LIVING AREA ATTACHED GARAGE ROOMS BEDROOMS JURS: KING CO DAT A * * BLDG OF MISC BLDG INFO YEAR BUILT #STORIES #LIVING UNITS DAYLIGHT BSMT HEAT SOURCE HEAT SYSTEM ACCESSORY IMPS POOL AREA POOL CONSTR DET GARAGE AREA CARPORT AREA MOBILE HOME * • -==----------------=••=====---------------===-=----------------·= ( 0.1) == CHOOSE ONE OPTION: PRESS <PRINT> TO PRINT SCREEN, <PF4> FOR LEGAL, <PF6> FOR HISTORY, <PF7> FOR TAXES OR <PF8> TO END. BD06 KING COUNTY DEPT OF ASSESSMENTS BDOl PAI11280-Sl REAL PROPERTY LEGAL DESCRIPTION 09/04/03 08:48:29.6 ACCOUNT: 619960-0282-0 SITUS: TAXPAYER: SANDHU KlJLWANT S+SANTOKII K QSTR: NW 33 23 OS JURS: KING CO LEGAL DESCRIPTION -PAGE 1 LOT 5 BLOCK 2 NORTHWESTERN GARDEN TRS DIV NO 6 R/W ACROSS SE 1/4 OF NW 1/4 OF TRACT 4 & N OF S LN OF TRACT 7 * END OF LEGAL DESCRIPTION* PLAT: NORTHWESTERN GARDEN TRACTS DIV NO. 06 TRACT s· LESS W 300 FT TGW 250 FT SEC 33-23-05 LY S OF N LN OF PROD ELY -SUBJ TO TRANS LN ESMT 0 .1) --------=-====----------=-==-----------===-----------===------------=-==------- CHOOSE ONE OPTION: PRESS <PRINT> TO PRINT SCREEN, <ENTER> FOR MORE LEGALS, <PF2> FOR CHARACTERISTICS, <PF6> FOR HISTORY, <PF7> FOR TAXES OR <PF8> TO END. BD06 KING COUNTY DEPT OF ASSESSMENTS BDOl PAI11270-S1 REAL PROPERTY HISTORY 09/04/03 08:50:00.2 ACCOUNT: 619960-0282-0 SITUS: TAXPAYER: SANDHU KULWANT S+SANTOKH K QSTR: NW 33 23 05 LOT: 5 BLK: 2 PLAT: NORTHWESTERN GARDEN TRACTS DIV NO. 06 * A s s E S S E D YEAR LAND 04 101,000 03 98,000 02 94,000 01 90,000 00 72,000 99 68,000 99 62,700 99 62,700 98 62,700 98 2,150 97 2,150 • '* * V A L U E H I S T O R Y IMPS DATE REASON 07/03 REVALUE 09/02 REVALUE 07/01 REVALUE 05/00 REVALUE 08/99 REVALUE 10/98 REVALUE 04/98 EXTENSION 11/97 REVALUE 11/97 REVALUE 09/97 REVALUE 09/96 OPEN SPACE CONTINUED * * * * * S A L DATE 05/97 JURS : KING CO E S H I S T O R Y * SALES PRICE REMARKS 112,200 SEE AFF M * END OF SALBS HISTORY * BD06 KING COUNTY DEPT OF ASSESSMENTS BDOl PAI11270-Sl REAL PROPERTY HISTORY 09/04/03 08:50:05.5 ACCOUNT: 619960-0282-0 SITUS: TAXPAYER: SANDHU KULWANT S+SANTOKH K LOT: 5 BLK: 2 PLAT: NORTHWESTERN GARDEN QSTR: NW 33 23 05 TRACTS DIV NO. 06 JURS : KING CO * A s s E S S E YEAR LAND 97 62,700 95 2,150 95 62,700 93 2,150 93 58,000 91 1,720 91 33,700 89 1,720 D VALU IMPS E HIS T 0 Ry DATE REASON 09/96 REVALUE 10/94 OPEN SPACE 10/94 REVALUE 03/92 OPEN SPACE 03/92 REVALUE 07/90 OPEN SPACE 06/90 REVALUE 02/88 OPEN SPACE * * S AL DATE 05/97 E S H I S T O R Y * SALES PRICE REMARKS 112,200 SEE AFF M 89 02/88 LEVY CODE CHN 89 27,000 01/88 87 l, 720 08/86 * * * CONTINUED * * * K(!c!~: -{[9960-0282-0 ----SITUS: REVALUE OPEN SPACE TAXPAYER: SANDHU KULWANT S+SANTOKH K * END OF SALES HISTORY * LOT: 5 BLK: 2 PLAT: NORTHWESTERN GARDEN QSTR: NW 33 23 05 TRACTS DIV NO. 06 JURS : KING CO * A S S E S S E D YEAR LAND 87 87 86 20,700 1,290 1,290 VALUE HISTORY IMPS DATE REASON 07/86 REVALUE 02/86 SEGREGATION 02/86 SEGREGATION *I* s AL I DATE I 05/91 I I I I I I I I I I E S H I S T O R Y * SALES PRICE REMARKS 112,200 SEE AFF M * BND OF VALUB HISTORY * I * END OF SALBS HISTORY * --------~----------===--------=======--=======------==---------=m ( 2.1) == CHOOSE ONE OPTION: PRESS <PRINT> TO PRINT SCREEN, <PF2> FOR CHARACTERISTICS, <PF4> FOR LEGAL, <PF7> FOR TAXES OR <PF8> TO END. BD06 KING COUNTY DEPT OF ASSESSMENTS BDOl PAI11260-Sl REAL PROPERTY CHARACTERISTICS 09/04/03 08:51:30.2 ACCOUNT: 619960-0320-0 SITUS: 12044 SE 184TH ST 98055 TAXPAYER: SANDHU KULWANT S+SANTOKH K QSTR: NW 33 23 OS LOT: 7 BLK: 2 PLAT: NORTHWESTERN GARDEN TRACTS DIV NO. 06 JURS : KING CO * LAND DATA ZONE ACTUAL JURISDICTION ACRES * * * B U I L D I N G BLDG SQ FOOTAGE DATA FIRST FLOOR DAT A * * BLDG 1 OF 2 * * MISC BLDG INFO WATER SYSTEM SEWER VIEW OPEN SPACE KING CO 1.96 WTR DIST PRIVATE NO TIDELANDS WATERFRONT FEET WFT LOCATION 1/2 FLOOR 2ND FLOOR UPPER FLOOR TOTAL BSMT FIN BSMT BSMT .GARAGE TOTAL LIVING AREA ATTACHED GARAGE 1210 YEAR BUILT #STORIES #LIVING UNITS DAYLIGHT BSMT HEAT SOURCE HEAT SYSTEM ACCESSORY IMPS 1210 POOL AREA POOL CONSTR DET GARAGE AREA WFT BANK ROOMS CARPORT AREA WFT RIGHTS ONLY BEDROOMS 2 MOBILE HOME ----------------------=----================·===================== ( 1949 1.0 1 OIL GRAVITY 0. 2) == BD06 KING COUNTY DEPT OF ASSESSMENTS BDOl PAI11260-Sl REAL PROPERTY CHARACTERISTICS 09/04/03 08:51:37.0 ACCOUNT: 619960-0320-0 SITUS: 12044 SE 184TH ST 98055 TAXPAYER: SANDHU KULWANT S+SANTOKH K QSTR: NW 33 23 05 LOT: 7 BLK: 2 PLAT: NORTHWESTERN GARDEN TRACTS DIV NO. 06 JURS: KING CO * L A N D D A T A * I ZONE ACTUAL I JURISDICTION KING CO [ ACRES 1.96 I WATER SYSTEM WTR DIST j * * B U I L D I N G BLDG SQ FOOTAGE DATA FIRST FLOOR DAT A * * BLDG 2 OF 2 * * MISC BLDG INFO SEWER PRIVATE I VIEW NO I OPEN SPACE I I TIDELANDS I WATERFRONT FEET I WFT LOCATION I WFT BANK I WFT RIGHTS ONLY I 1/2 FLOOR 2ND FLOOR UPPER FLOOR TOTAL BSMT FIN BSMT BSMT GARAGE TOTAL LIVING AREA ATTACHED GARAGE ROOMS BEDROOMS 610 YEAR BUILT #STORIES #LIVING UNITS DAYLIGHT BSMT HEAT SOURCE HEAT SYSTEM ACCESSORY IMPS 610 POOL AREA POOL CONSTR DET GARAGE AREA CARPORT AREA 1 MOBILE HOME ===•====-===a===--==•~-----==--------------=-------=-------=-----( CHOOSE ONE OPTION: PRESS <PRINT> TO PRINT SCREEN, 1964 1. 0 1 NO CENT 7. 0) == <P!1'4~ .F_OR LEGJU._ 3. 20.,0"'~ SITOS"."n'f2044 SE 184TH. ST 980SS ACCOUNT: 619960-0 -. QSTR: TAXPAYER: SANDHU KULWANT S+SANTOKH K JURS: NW 33 23 OS KING CO LEGAL DESCRIPTION -PAGE 1 LOT 7 BLOCK 2 NORTHWESTERN GARDEN TRS DIV #6 PLAT: NORTHWESTERN GARDEN TRACTS DIV NO. 06 0 .1) • END OF LEGAL DESCRIPTION* _ -----=------========= :::~~~;=~:;;,-~;;;~;:--;~;;-:;;;;;:=;;-;;~;;=;;;;;~~--=--:~;:-F;R MORE LEGALS, BD06 ACCOUNT: KING COUNTY DEPT OF ASSESSMENTS BDOl REAL PROPERTY HISTORY 09/04/03 PAI11270-Sl 08:52:10.0 619960-0320-0 SITUS: 12044 SE 184TH ST 98055 TAXPAYER: SANDHU KULWANT S+SANTOKH K QSTR: NW 33 23 05 LOT: 7 BLK: 2 PLAT: NORTHWESTERN GARDEN TRACTS DIV NO. 06 JURS : KING CO * ASSESSED VALUE HISTORY *!*SALES HISTORY* · YEAR LAND IMPS DATE REASON I DATE SALES PRICE REMAlU<S 04 107,000 86,000 07/03 REVALUE I 05/97 112,200 SEE AFF M 03 103,000 83,000 09/02 REVALUE I 02 99,000 77,000 07/01 REVALUE I 01 95,000 72,000 05/00 REVALUE I 00 84,000 82,000 08/99 REVALUE I 99 79,000 46,000 10/98 REVALUE I 99 72,000 43,000 04/98 EXTENSION I 99 72,000 43,000 11/97 REVALUE j 98 72,000 43,000 11/97 REVALUE I 98 50,000 43,.000 09/97 REVALUE I 98 50,580 40,800 07/97 LEGAL CHANGE I • • * CONTINUED * • • I • END OF SALES HISTORY • -----------=-==•======--=~===-==-----------=---------------------( 0.9) == CHOOSE ONE OPTION: PRESS <PRINT> TO PRINT SCRERN -=5 - A~.~~"1,t!l'!fo<f-lJnO-O SITUS: 12044 SE 184TH ST 9805 . SANDHU KULWANT S+SANTOKH K QSTR: NW 33 23 05 TAXPAYER: PLAT: NORTHWESTERN GARDEN TRACTS DIV NO. 06 LOT: 7 BLK: 2 JURS: KING CO * AS SES SE D VALUE HI STORY *i* SAL YEAR LAND IMPS DATE REASON I DATE 97 50,580 40,800 09/96 OPEN SPACE I 05/97 97 72,000 40,800 09/96 REVALUE I 95 50,580 40,800 10/94 OPEN SPACE I 95 72,000 40,800 10/94 REVALUE I 93 50,580 40,800 03/92 OPEN SPACE I 93 94,800 40,800 03/92 REVALUE I 91 30,380 40,800 07/90 OPEN SPACE I 91 55,100 40,800 06/90 REVALUE I 89 22,380 36,000 02/88 OPEN SPACE I E S H I S T O R Y * SALES PRICE REMARKS 112,200 SEE AFF M 89 02/88 LEVY CODE CHN I 89 36,900 36,ooo 0 ;1!0 .REVALUE I * END OF SALES HISTORY • ============:=:=:=_:~~~~-======== · ==== · .. -.. =----=98055 -----( l S) == """"""~ ---0 0 ---SITUS: 12044 SE 184TH ST QSTR·. NW 33 23 OS ACCOUNT: 619960-032 - TAXPAYER: SANDHU KULWANT s+sANTOKH K GARDEN TRACTS DIV NO. 06 LOT: 7 BLK: 2 PLAT: NORTHWESTERN JURS: KING CO * A S S E S S E D YEAR LAND 87 87 85 85 85 83 20,400 27,000 20,400 20,400 28,500 28,500 VALUE HIST o·R Y IMPS DATE REASON 27 ,6 00 08/86 OPEN SPACE 27,600 07/86 REVALUE 24,300 07/84 LEGAL CHANGE 24 ,30 0 06/84 OPEN SPACE 24,300 04/84 REVALUE 24,300 05/82 REVALUE • mm OF VALUE HISTORY • •j•SAL I DATE I 05/97 I I I I I I I I I E s H I S T O R Y * SALES PRICE REMARKS 112,200 SEE AFF M I I • END OF SALES -------====-=---( HISTORY S •. 9) == • ... I. Kina, WA, 1998-99. 23-05-33NW Sheet· 1 of 1 Ill ~ ,., ,-• • • 0 r.:-.· -z n --. ~!\'bf '-: ~ ;;;t ! ... ... A (fl o.t!::-• 1----.. -~-\_:,J -:: ~c 1111 1 .. _ ~ ,.-::l io: ,· ... ~ ... ,-. :;;-,:a=> 1i;~\ .... ,. :,. •. Q.., ·< n "~2= \.......---~... s a ,"1 • ~t;lgl "'~51 ;,l"f~= I >Cli;:i, .... , . c;,<cl I :; ~-ia" t C"'1 -I) L: ::. f4 ... 1 Cl [ ·I• ~ ,, .. " (,J w I I\.) w I .. - ,l,I."',:.. I LjJ;?B, 5J _..:.'.:."::;"c:_..::~-:!.'--------~~t j 0 -------,---.J..:~ .. ~·~·~1.IQ (JI I' . . ~ , . • !" In :E O> .. ·~ ... ., 1, - -~·--·--·----e W a '• ';' g"-0·,.....,,,________ "'.:1• 1 5 1.i·t • 13.'?8 6~ IV ..,: ~ ,.,. ~$,..,r ..,. ,,,u,., '!"''-'-· ~ ••. -•ill ""'' •ar,1,1.n& .. -; I"' .. ' • • ' ·~ ' ' I . . . ' ,. ~,ie. llZ. h ~ '\\:!L....J N : UI I ORTH EST '. ER/\J I ~ ~, -~ ... : .. 0.--······~-- • • ' ~ j i. : {\ "" ·~'h "' .. :· ~ . ,, r • .. o..,.d~ "?r-" .., • • ... ,., ~ l~ua I 1'\,_ G'ARCiEr-. r . -- ~ I ' > I ! ' • ---.,,c ---:.----r-. ,,-;:;, ,,, .. -----t•f '" TRAcrs ,~-,,.,•• I ----:, 1 1· ,, ,. ~ n <n ,, ' ;-,. I ' •\ • • ; 1' • ., '!;. .• ,,_ 5.J ,j .J O,J _., •' /'6•i;, r • ., <D .. 0 .. ;; 0 "' A A . . Kin , WA, 1998-99 -23-05-33NW, Sheet: 1 of 1 • 120TH AVE S.E. ,o ... .. t~ f\.11 ·t f h:,~'i, f . <• L M ' Dt ·-V NO ... 6 .,, ~~ • . • • .. .... ~'\. V . "; • • • ' • 'i" • .. ,.,.,,.o • ~ t: ' " .~ JJ ~ ' " . .. • " .-•.. i·~ ., ,J7t.7 • • ' . ' • . . .. • • ~· .. : .t . ' ' A03P0237 2000 PHOTO N Township Lines S-T-R . . / \/ OSLINES @.SECLINES 'NrwPUNES N streets water Bodies Parcels Aerlal Photos • 2000 CIUes 0 100 1·• 200 fee1 200 Fee1 @ King County The infcrm,tion included on this map has been c;;ompled by King CO!.nly staff rrom • v..ty of acxrcea and ie 91.Jbtecl to ~"99 'Mth:tul rotk:e. Khg County makes no res:r .. nations ot wanrtl.,., ~ssor n1fllied, • to the .x:a.wacy, cor'fl)lettntM. tinwlna, Of rigt1..t IO the UN ,;A auch 11'11'0tmatlon. KJng County ~ not be litiblit tor •rPJ ~. special, incfir-.ct. lrddtnl ... or c:onNQUentiel damages inclodl~. but nol lfflled to, lost rwenues OI' k)st s:ro(lts reautlng from the u• or mituM of tha ll'lormaUon contained on this map. Ariy MNI o1 thia map 0< irtormaiion on ltis map if P'()hbited exotpt by 'Mit11n pttn'H:lion of King County. Plot date: Sep 4 , 2003; llddes001\x01'0is\av_dev\plojecis\base2.apr -" \ ·t· LL A03P0237 SANDHU N Trails ,! Schools/School Facilities N Townshlp Lines S-T-R ~~~~~~s ~TWPLINES N Streets Water Bodies Road Rights-of-Way [" -, Parcels Zoning __. A-10-Agricultural. one OU per 10 acres -A-35 -Agrlcult<.W'al, one DU per 35 acres • F-Forest M -Mineral RA-2.5 -Rural Area. one OU per 5 acres RA-5 -Rural Area. one DU per 5 acres ~-~t~~r~:eer!~~~~JE';:g :~: R-1 • Residential , one OU per acre R-'I -Residential . 4 DU per acre R-6 -Residential, 6 DU per acre R-8 -Residential , 6 OU per acre R-12 • Residential, 12 OU per acre • R-18 -Residential. 16 OU per acre • R-24 -Residential, 24 OU per acre • R-48 -Residential, 46 DU per acre NB -Neighborhood Business • CB • Con-muni1y Business • RB -Regional Business •O -Offlce 1-tndustrtal c:JParks Cities N Ci1y Boundaries 0 500 1000 1 ·~ 1333 feet ®King County 1500 Feet , -+-J~ ~ LA-L.11~. The o..t0<""'t"",ncludedonmM1 mophae-n""'T'9il<>dby ~ KingCoorl.yllefftroma\lanetyofso.xcesend isS4.bjectlo cnroe without rotlce. King OJur«y makes no repreeenlati::>nl or warn1nhH, e..xpren or ~ied, N lo 1h11 80Cll.c/, completenu.s, timel 11WA, or righll lo the UN or t1t:i--t • ~!:~o;;:::·~~::::'co=~~any damaga inducting, bul not lirrited lo, lost ,-...-.rues or lost p-oflts reUling frOl'll the u• or rrilUM of thl lri'~lion contained on this map Arr, sale ol thb map or informa:ion on ttis map Is prohibited ex~I by 'Mitten perml-.Jon of Kin; Cou«y. Piot date: Aug 29, 2003: \\ddes001\x01\gislav_devlprojectslbase2.apr A03P0237 SANDHU HYDRO&GEO Tope C4 5 ~f'oo Bald Eagle Nests N_F1Sh and Ottch Data ~ownship Lines §•• Wildlife Network Basins -R # "QSLINES ~SECLINES ,'VTWPLINES N Streets ti 1 Stream 9t2P ~2S l".v' 3 I~ \I u r5ia SAOWeUand (2! SAO Landslide BB SAO Coal Mine ISJ SAO Seismic CJ SAO Erosion Water Bodies D WLRO Drainage Complaints n Parcels i Parce.JSo"?i,Eagle Habitat WOFW2 OR TREES1 WOFW2 OR TREESJ TREES2 FEMA Cross Sections FEMA Fioodway FEMA 100-yr. Floodplain Cities N City Boundaries 0 500 1000 1500 Feet 1"• 1333 feet ®KJ1111 County The information il"ICluded on thle map has been compiled by lQng Couity staff from • vatiety <A SOtXCeS and 18 SlbJecl to change v.tthout notloe. King Courw)I makes no \-I r.P'esent~n1or'1¥1Wf8nti81. expreN or implied, as lo the aco.xar;y, compl,etereSI. tlmel ineM. or rights lo the uee of IUCh information King Counly shall rot be MliHe tor •r'l-f general, apeclal , rdret.;t. lncidenClil . or oon~t.i dat'T\llQff irdJdi~. but not hmited lo. lost revenues°' io.t p-o(its reSIUti"I; frQm the use or miSUN ol lhe inomwtion coruined on His map Any•• of I his map or inform.Ill ion on Uis map is prohbit9d ucepl by wrtlten parrrisstOn of Ki~ -------( County. Plot date : Aug 29, 2003; llddes001\x01\gls\av_dev\p<ojects\base2.ap, A03P0237 SANDHU 1998 MANUAL N rownshlp Lines S-T-R /\/OSLINES Z..V. SECLINES '/\/TWPLINES N streets Water Bodies ~ Parcels Cities Sensitive Slope Level 2 Areas eJ DA ([] ERS Landslide Hazard Level 2 Areas DA LNO Area Specific Ftow Control Req uire ments Level 1 FC Area -Level 2 FC Area -Level 3 FC Area Basin-wide Flow Control Requirements D Level 1 FC Area l,!I Level 2 F C Area N City Bounda'ies 0 500 1000 1500 Feet 1·= 1333 feet ® King County The information i,-;:tuded on this map hae been ~ed by ~ Kirig County at.ff from a variety of souroes rd it; 8Ubject to charge without l"Qllce. King County makes no reprwenleilions or .......,.ar,ties, express or impl:itld, as to the 11XJ.1TaCy. ~atene-. limelinMs. or rigt,tl 10 the UM: of IUCh inforrNhon. King County shaJ not be 11~ for er11 I-JI~~ ge1-ral, specral, indlrecl, incidenllll, or conNqUerti.i damages indudi"9, but nol lirmed to, lost reveruea or k)sl prafil• rHUting from I~ u .. or rneoee of lhlt lri'ormation oonlalned on this map. Arly aale of lh1s map or Information on this map ii prohibited ex(*pl by Wfitlen perniitsion of King: C,ounty. Plot date: Aug 29. 2003; \\ddes001\x01\ois\av_dev\proj ectslbase2.ap, Claussen, Kimberly From: Sent: To: Subject: Kim, Gillen, Nick Thursday, September 04, 2003 9:31 AM Claussen, Kimberly A03P0237 I can't make the in-house preapp this afternoon. I did review the info. Appears to be straight forward, class II wetland 50' buffer. Usual stuff, they will need wetland report with field verification, if improvements to 184th they will need to mitigate blah, blah, blah. If I missed anything let me know. I will be at the applicant meeting next thursday. Sorry Nick 1 ® King County Department of Development and Environmental Services Land L:se Services Division 900 Oakesdale Ave SW Renton, WA 98055-1219 L03P0027 -Sandhu Subdivision DOES Project Number • AFFIDAVIT OF POSTING . k ,, N S' )'f)rJDl-flJ I, VIL w A . T -, hereby affirm that I h~p@':4Dtm:!&J~I~.wi<Ja\f\\ (print name) © '@i U \:J \Si \.'::V '@i ~~ul\ ,·''1~ ... ,j X Notice of Permit Application :,. ,, ' oO-~.S- o Other \(..C · · on the !l ~ th day of TAw<-1~ ~<roY, ~. in accordance with the Department of Development and Environme ta! Services' requirements. I further affirm that the notice will remain in place and visible during the full required notice period. Notice was provided at the following location(s): I) Fro/)±o.aR-4 lnd ~E 2)~~~~~~~~~--F-~~~~~~~-,-1~~~~~~~ I 3) I hereby affirm that the above is a true and correct statement. Signature This affidavit must be completed and returned to the Land Use Services Division within 7 days of posting. Improper posting or failure to return the affidavit within 7 days shall be cause for the final decision regarding your permit to be postponed. CPSFORMS/AFFIDAVIT OF POSTING.DOC 7/27/99 Exhibit No. --"<e"'='""=--~.,... Item No. Lo~ ~a.)2:t Received ('f-1..,?-Q) King County Heam1g Examln,\\...E. COP" tA~\N ® King County Department of Development and Environmental Services C•AK DE 01'.)0 S:i1_: UcikcSCalc A·,1enue Scul'1wc",l R,0·1ton, 111,1;\ 98:JSS •IL;::· h-'\ !i'liiio;.:'.t!I I iC, l 0 i, ffJHkri ,;1d i'.1 ·;iu::1:n~'.,1t:l1 3errict~- il)I', 1a;,l·:-.Jc1;.:.: -\11:11111;:· Sot1rn~v~::-_: '·1 ·" ;, i )I!' 1, , 1·, <)~JJ5.'·-! ,;.J ,,_ !\L ' • / ~· : : \ l \::: i 1 \:: \ :\: : : i 1 l ·:;::;: 1 : : \ = l: : : : 1: .\\ King County D<partment of Development and Environmental Services Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98055-1219 December 16, 2003 Notice Board & Posting Procedures Instruction Package Notice of Application In accordance with King County Code Section 20.20.060, enclosed you will find instructions, specifications, and materials in order to meet the notice of application posting requirements of the County. Please read these instructions carefully and take action quickly to order your notice board sign. Your notice board sign can be ordered through a sign painter, using the information supplied on page 2 of the enclosed "Notice Board Requirements." The cost of the sign is the responsibility of the applicant. Further processing of your application is dependent upon fulfilling the notice of application posting requirement. When your sign is in place, attach the colored laminated notice of application along with the plastic envelope ( containing extra copies of the notice of application) to the notice board as depicted on page 1 of the instructions. Maintain a supply of notices within the plastic envelope throughout the comment period. The posting sign/notice board must remain in place throughout the duration of your application. Immediately upon completion of the above instructions, complete the enclosed affidavit of posting and return to the Department of Development and Environmental Services, Land Use Division, Current Planning Section, at the address shown above (envelope enclosed). Failure to comply with posting requirements may be cause for a delay in the processing of your application. If you have any questions, please call the Land Use Services Division at (206) 296-6600. Enclosures: Notice Board Requirements-Application Laminated Notice of Application Waterproof Vinyl Envelope containing copies of the Notice of Application Affidavit of Notice of Application Posting form/LUSD return envelope Notice Board & Posting Procedures Instruction Pkg.-NOA 8/8/01 MAIN FILE COPY ~ King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98055-1219 L03P0027 -Sandhu Subdivision DDES Project Number AFFIDAVIT OF POSTING I, , hereby affirm that I have posted the following: ---------------(print name) X Notice of Permit Application D Other --------------- on the day of , 2003, in accordance with the Department of Development and Environmental Services' requirements. I further affirm that the notice will remain in place and visible during the full required notice period. Notice was provided at the following location(s): I) 3) I hereby affirm that the above is a true and correct statement. Signature This affidavit must be completed and returned to the Land Use Services Division within 7 days of posting. Improper posting or failure to return the affidavit within 7 days shall be cause for the final decision regarding your permit to be postponed. CPSFORMS/AFFlDA VIT OF POSTING.DOC 7/27/99 ® NOTICE BOARD t(fQUIREMENTS- NOTICE OF APPLICATION King County Dept. of Development and Environmental Services Land Use Sen·ices Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1212 Per King County Code Section 20.20.060, a notice board must be prepared and posted for your land use application. Please prepare and post in the following manner: Notice Board Size and Text Specifications The notice board shall be constructed to the specifications described below. The notice board shall display the information shown in the figure. Board Construction: The notice board shall be constructed with 4' x 4' plywood. Professionally prepared plastic notice board overlays, permanently affixed to the board are permissible. Notice boards may be reused but they must be clean and show no evidence of former wording. 1. Lettering style: Helvetica or similar standard typeface 2. Lettering size: Title should be 3" capital letters (NOTICE OF PROPOSED LAND USE ACTION). Other letters should be 2" letters except on the 8%" x 14" laminated paper providing the details of the proposal. See illustration below for use of capital and lower case letters, and placement of laminated paper and vinyl jacket. 3. Lettering: Black (permanent ink or silk-screen) 4. Background Color: White 5. Logo: King County emblem, in black 6. Laminated Notice of Application on a legal size sheet which provides information regarding the proposed land use application. TO BE SUPPLIED BY Land Use Services Division (LUSD) (see enclosed). 7. Legal size waterproof vinyl jackets with a fold flap, and wrap string. TO BE SUPPLIED BY LUSD (see enclosed). The applicant must make copies of the Notice, place them in the vinyl jacket, and maintain a supply of copies throughout the posting period. 4 FT ® NOTICE OF PROPOSED LAND USE ACTION King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Call (206) 296-6600 Type of Action: Proposal: File No.: NOTICE OF APPLICATION 8.5" X 14" LAMINATED 4 FT EXAMPLE COPIES OF NOTICE OF APPLICATION IN VINYL JACKET Notice Board Requirements-NOA 8/8/01 Pg 1 Standards for Locating and Installing Notice Board . The notice board shall be located and installed to the specifications described below. Number of Notice Boards required for this application: ONE Special Instructions: ___________________________ _ Notice board shall be located: Frontage along SE 1841h Street • Midpoint on the site street frontage or as otherwise directed by LUSD staff to maximize visibility. • At a location 5 feet inside from the street property line; a notice board structurally attached to an existing building shall be exempt from the setback provisions, provided that no notice board is located not more than 5 feet from the property line without approval from LUSD staff. • So that the top of the notice board is between 7 to 9 feet above grade. · So that it is easily accessible and totally visible to pedestrians. The applicant shall erect the notice board by solidly setting the post 12 to 18 inches into the ground; or structurally attached it to an existing building. Two 4" x 4" 8-foot-long (minimum) posts and four washers, bolts and nuts (3/8-inch diameter and bolts are 5-inches long) shall be used to install the notice board. Installation Certification The notice board(s) must be installed within 14 days after Land Use Services Division has determined that the application is complete. The enclosed "Affidavit of Posting" must be signed, and returned to the Land Use Services Division within 7 days following the date of posting. Maintenance and Removal of the Notice Board The applicant shall maintain the notice board in good condition throughout the application review period, which shall extend through the time of the final county decision on the proposal and the expiration of any applicable appeal periods. If the notice board is removed, LUSD review of the land use application may be discontinued until the notice board is replaced and has remained in place for the required period of time. TO BE FILLED OUT BY LUSD STAFF NOTICE BOARD TEXT INFORMATION (To Be Given to the Sign Painter) Type of Action: Formal Subdivision Proposal: Subdivide 6.27 acres zoned R-6-SO into 17 lots for single-family detached residences. File No.: L03P0027 Sandhu Subdivision NOTE: If you require this material in braille, audio cassette, or large print, please call 206-296-6600 (voice) or for hearing impaired 206-296-7217. Notice Board Requirements-NOA 8/B/01 Pg 2 Page I of I Rogers, Carol From: Bull, Trishah Sent: Sunday, December 14, 2003 12:23 PM To: Rogers, Carol Subject: NOA for L03P0027 Carol, Please see the attached NOA. In addition, there are no specific instructions for posting. One board is required along the frontage of SE 1841h Street. Thanks, Trish ah 12/15/2003 Affidavit of Publication 2418972 / 2 State of Washington, Counties of King and Snohomish, Daniel S. O'Neal being duly sworn, says that he/she is the Authorized Agent of Seattle Times Company, publisher of The Seattle Times and representing the Seattle Post-Intelligencer, separate newspapers published daily in King and Snohomish Counties, State of Washington: that they are newspapers of general circulation in said Counties and State; that they have been approved as legal newspapers by orders of the Superior Court of King and Snohomish Counties; that the annexed, being a classified advertisement, was published in: Newspapflr. . . •. The Seattle Times 12/19/03 The Seattle Post-Intellieeucer 12/19/03 And not in a supplement thereof, and is a true copy of the notice as it was printed and/or distributed in the regular and entire issue of said paper or papers during all of said period, and that said newspaper or newspapers were regularly distributed to its subscribers during all of said period. Subscribed and sworn to before me this 23"' day of January, 2004 m nd for the State of Washington residing at Seattle MAIN FILE COPY KIHG COUNTY DEPT. OF DEVELOPMENT & ENVIRONM.ENTAL SERVICES 90G Ookesdale Avt SW Renton. WA ,"55·121' NOTICE OF LAND USE PERMIT APPLICATION REQUEST: FORMAL SUBDIVISION FIie: LOJP0027 File Nome: Scmdllu SubdiVl5,IOl'I ,r..ppllcant: Kulwant SQfldhu Location: Located o1 121)4.,11 of 1~ \Mth SI, OPllfOX, :ioott.eas 164111 st a. 120th Ave SE Intersec- tion PrOPOSUI· SubcliVlde t..27 ocres zoned R""SO 11\to 1151ngle-fomilv detodled reslctences. ','. Prolect Plannef; Trlshah e..ill, (206) 296-6758 COMMENT PROCEDURES: Comments on ttie at»ve flleK!"' ow bell\9 aooePte4 by ng ~ountv DOES, Land use services OMslon, at the address listed above. NOTICE OF LJ\ND USE PERMIT AP_PLICATION i REGU.EST: SHORELINE ELOP ! SUBSTANTIAL DEV • '. MENT PERMIT FILE NO.: L03SH01' . AF'PLICANT: M\ltkleshool Indian Trlbe, Andrew Dollon ! LOCATION: L-otO\edt.:lt,a~ . !::-:!~lonO:i:Ni noreOfVO$h- on lslcmd. PROPOSAL: Enhorce popuk:ltlon of shelltlsh ond plol'lls _ln the inter· tidal areo tor tutun Trl,btd hofvesting. · PROGRAM· MANAGER: Mork ~8~~N2rlrtdt~oURE: The Department o1 De,elopment ond envlrortmentol Service$ wlll ls- sue O detlslon on this opplliat:~ followlng a 30-dav comme;e,n~ od endlnv on FebrllClrY 2.. ...,..... Written comments;and oddltlonal , Information tan te obtained bv · tontactln9 the Protrom manager at the phone number listed olJOVe. Publlshed thls 1\lndoY of December, 2003. s: l> z 'Tl ? m 0 0 ,, < STATE OF WASHINGTON, COUNTY OF KING AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Lily Nguyen, being first duly sworn on oath that she is a Legal Advertising Representative of the King County Journal a daily newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publicaLion hereinafter referred to, published in the English language continuously as a daily newspaper in King County, Washington. The King County Journal has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the King County Journal (and not in supplement form) which was regularly distributed to its subscribers during the helow stated period. The annexed notice, a Notice of Land Use Permit Application was published on Friday, 12/19/03 The full amount of the fee charged for said foregoing publication is the sum of $100.25 at the rate of $29.00 per inch for the first publication and NIA per inch f~aeh s_u Legal AdVertising Representative, King County Journal Subscribed and sworn to me this 19th day of December, 2003. c~thJ~- Torn A. Meagher Notary Public for the State of Washingr<in, Residing in Redmond, Washington Ad Number: 844949 P.O. Number: Cost of publishing this notice includes an affidavit surcharge. KING COUNTY DEPT: OF DEVELOPMENT & ENVIRONMENTAL SERVICES 900 Oakesdale Ave SW Renton, WA98056-1219 NOTICE OF LAND USE PERMIT APPLICATION REQUEST; FQRMAL SUBDMSION File: L03P0027 File Na.me: Sandhu Subdivision Applicant: Kulwant Sandhu Location: Located at 12044 SE 184th St, approx. 300ft. east of SE 184th St &.,120th Ave SE intersection Proposal: Subdivide 6.27 acres zoned R-6-SO into 17 single-family detached residences. Project Planner: Trishah Bull, (206) 296-6758 COMMENT PROCEDURES· Comments on the above file are now being accepted by King County DOES, Land Use Services Division, at the address listed above. Published in the King County 'Journal December 19, 2003. #844949 \\\\\I\\ 1 II 11/JII; ~,,,\\~)',::~\?.~.:'Ir/;//;~ ...::._, ~-•• ·~ ot'· E~Pir '•,, ~ .:::::-"'-•• ~' 6~ •. --:,. ~ _.,. • ·,"' \J •. --3 c5 ![ \I'-"'' ,-i. C: cc ,.._ : 3 _,() / : 0 =: -.:: •0 -...--• ~-• 1---: ..--,~=== -;c. '. p\)'o'-:,,: 5?"' •• ,,r:;;..:::::: -.... ~.:. IS''•,., MA'< '2. •• ~•' 0' ..... / . >. )'-1 •• ,, ... , ••• 1>-"' 0·· "'.:.,1_. r~ Of '{-.I. ,'--~ • / ! \ \\ '.\ ,,. , // i J \ \ \ \\ \ '· • ' Rogers, Carol From: Sent: To: Subject: Importance: Rogers, Carol Tuesday, December 16, 2003 7:46 AM 'legals.bellevue@kingcountyjournal.com' REVISED FW: Legal ads for publ. on Friday, 12/19 High Tom, disregard the previous email. I only intended to have you publish one ad ..... Let me know that you received this update. Thanks ..... -----Original Message----- From: Rogers, carol Sent: Tuesday, December 16, 2003 7:41 AM To: 'legals.bellevue@kingcountyjournal.com'; 'legals@seattletimes.com' Subject: Legal ads for publ. on Friday, 12/19 Please confirm receipt. Please publish the accompanying, legal notice in your newspaper on FRIDAY, December 19. 2003, which will meet our minimum legal notice requirement. Should this not be possible, please call or fax me immediately. Submit your invoice and 3 copies of the affidavit of publication to Accounts Payable, as soon after publication as possible, in order for us to enter legal proof of publication in our file records, and so that we may process same for payment. Attachment: Legal Notice KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES 900 Oakesdale Ave SW, Renton, WA 98055-1219 NOTICE OF LAND USE PERMIT APPLICATION REQUEST: FORMAL SUBDIVISION File: File Name: Applicant: L03P0027 Sandhu Subdivision Kulwant Sandhu Location: Located at 12044 SE 184'h St, approx. 300ft. east of SE 184'" St & 120'" Ave SE intersection Proposal: Subdivide 6.27 acres zoned R-6-SO into 17 single-family detached residences. Project Planner: Trishah Bull, (206) 296-6758 COMMENT PROCEDURES: Comments on the above file are now being accepted by King County DDES, Land Use Services Division, at the address listed above. Published this 191h day of December, 2003. cc: Accounts Payable, Administrative Services Division, DDES Application File(s): L03P0027; Sandhu Subdivision application notice. 1 ~AIN FILE COPY Rogers, Carol From: Rogers, Carol Sent: Tuesday, December 16, 2003 7:41 AM To: Subject: .-'.lsgale.l!ells s el!i@MiR§CDl lfUJ~l,sem'; 'legals@seattletimes.com' Legal ads for publ. on Friday, 12 19 Please confirm receipt Please publish the accompanying, legal notice in your newspaper on FRIDAY, December 19, 2003, which will meet our minimum legal notice requirement. Should this not be possible, please call or fax me immediately. Submit your invoice and 3 copies of the affidavit of publication to Accounts Payable, as soon after publication as possible, in order for us to enter legal proof of publication in our file records, and so that we may process same for payment. Attachment: Legal Notice KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES 900 Oakesdale Ave SW, Renton, WA 98055-1219 NOTICE OF LAND USE PERMIT APPLICATION REQUEST: FORMAL SUBDIVISION File: L03P0027 File Name: Applicant: Location: Proposal: Sandhu Subdivision Kulwant Sandhu Located at 12044 SE 184'" St, approx. 300ft. east of SE 184~ St & 1201" Ave SE intersection Subdivide 6.27 acres zoned R-6-SO into 17 single-family detached residences. Project Planner: Trishah Bull, (206) 296-6758 COMMENT PROCEDURES: Comments on the above file are now being accepted by King County ODES, Land Use Services Division, at the address listed above. NOTICE OF LAND USE PERMIT APPLICATION REQUEST: SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT FILE NO.: L03SH019 APPLICANT: Muckleshoot Indian Tribe, Andrew Dalton LOCATION: Located within the intertidal area of the Tribe's property on the NE shore of Vashon Island. PROPOSAL: Enhance population of shellfish and plants in the intertidal area for future Tribal harvesting. PROGRAM MANAGER: Mark Mitchell, 206-296-7119 COMMENT PROCEDURE: The Department of Development and Environmental Services will issue a decision on this application following a 30-day comment period ending on February 2. 2004. Written comments and additional information can be obtained by contacting the program manager at the phone number listed above. Published this 19'" day of December, 2003. cc: Accounts Payable, Administrative Services Division, DOES Application File(s): L03P0027; Sandhu Subdivision application notice. L03SH019; MuckleshooWashon Is shoreline application notice. MAIN FILE COPY 1 REVISED FW: Legal ads for pub!. on Friday, 12/19 Page I of2 Rogers, Carol From: Tom Meagher [tom.meagher@eastsidejournal.com] Sent: Tuesday, December 16, 2003 7:55 AM To: Rogers. Carol Subject: RE: REVISED FW: Legal ads for publ. on Friday, 12/19 Good Morning, Carol! I have received your (updated) email, and will publish the notice (Re/File No. L03P0027) in the 12/19/03 edition of the King County Journal. Thanks a lot. Carol. .. have a super day! Tom Meagher Legal Advertising Representative King County Journal Newspapers Phone: 425-453-4296 or 253-872-6725 Fax: 425-635-0602 -----Original Message----- From: Rogers, Carol (mailto:Carol.Rogers@METROKC.GOV] Sent: Tuesday, December 16, 2003 7:46 AM To: 'legals.bellevue@kingcountyjoumal.com' Subject: REVISED FW: Legal ads for pub!. on Friday, 12/19 Importance: High Tom, disregard the previous email. I only intended to have you publish one ad ..... Let me know that you received this update. Thanks ..... -----Original Message----- From: Rogers, Carol sent: Tuesday, December 16, 2003 7:41 AM To: 'legals.bellevue@kingcountyjoumal.com'; 'legals@seattletimes.com' Subject: Legal ads for publ. on Friday, 12/19 Please confirm receipt. Please publish the accompanying, legal notice in your newspaper on FRIDAY, Dec_~_mb~r 19, 2_903, which will meet our minimum legal notice requirement. Should this not be possible, please call or fax me immediately. Submit your invoice and 3 copies of the affidavit of publication to Accounts Payable, a!; $OOn_after public;ition ;is_possible, in order for us to enter legal proof of publication in our file records. and so that we may process same for payment. Attachment: Legal Notice 12/16/2003 REVISED FW: Legal ads forpubl. on Friday, 12/19 KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES 900 Oakesdale Ave SW, Renton, WA 98055-1219 NOTICE OF LAND USE PERMIT APPLICATION REQUEST: FORMAL SUBDIVISION File: File Name: Applicant: Location: Proposal: L03P0027 Sandhu Subdivision Kulwant Sandhu Located at 12044 SE 184th St, approx. 300ft. east of SE 1 s4th St & 120th Ave SE intersection Subdivide 6.27 acres zoned R-6-SO into 17 single-family detached residences. Project Planner: Trishah Bull, (206) 296-6758 COMMENT PROCEDURES; Comments on the above file are now being accepted by King County DOES, Land Use Services Division, at the address listed above. Published this 19th day of December, 2003. cc: Accounts Payable, Administrative Services Division, DOES Application File(s): L03P0027; Sandhu Subdivision application notice. 12/16/2003 Page 2 of2 Legal ads for pub!. on Friday, 12/19 Rogers, Carol From: Legals [legals@seattletimes.com] Sent: Tuesday, December 16, 2003 8:14 AM To: Rogers, Carol Subject: RE: Legal ads for publ. on Friday, 12/19 Thanks Carol -----Original Message----- From: Rogers, Carol [mailto:Carol.Rogers@METROKC.GOVJ Sent: Tuesday, December 16, 2003 7:41 AM To: 'legals.bellevue@kingcountyjournal.com'; Legals Subject: Legal ads for publ. on Friday, 12/19 Please confirm re_r;_(!fn.t. Please publish the accompanying, legal notice in your newspaper on FRIO~.Y, December ~ 2003, which will meet our minimum legal notice requirement. Should this not be possible, please call or fax me imll'lediately. Submit your invoice and 3 copies of the affidavit of publication to Accounts Payable, as soon after publication as po~sible, in order for us to enter legal proof of publication in our file records, and so that we may process same for payment. Attachment: Legal Notice KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES 900 Oakesdale Ave SW, Renton, WA 98055-1219 NOTICE OF_L.AND USE PERMIT APPLICATION REQUEST: fORMAL SUBDIVISION File: L03P0027 File Name: Sandhu Subdivision Applicant: Ku/want Sandhu Location: Located at 12044 SE 1841h St, approx. 300ft. east of SE 1841h St & 1201h Ave SE intersection Proposal: Subdivide 6.27 acres zoned R-6-SO into 17 single-family detached residences. Project Planner: Trishah Bull, (206) 296-6758 COMMENT PROCEDURES: Comments on the above file are now being accepted by King County DOES, Land Use Services Division, at the address listed above. NOTICE QFLAND USE PERMIT APPLICAT[QN. REQUEST: SHORELINE_$UBSTANTIAL DEVELOPMENT PERMIT FILE NO.: L03SH019 APPLICANT: Muckleshoot Indian Tribe, Andrew Dalton LOCATION: Located within the intertidal area of the Tribe's property on the NE shore of Vashon Island. 12/16/2003 Page 1 of2 ,Legal ads for pub!. on Friday, 12/19 Page 2 of2 PROPOSAL: Enhance population of shellfish and plants in the intertidal area for future Tribal harvesting. PROGRAM MANAGER: Mark Mitchell, 206-296-7119 COMMENT PROCEDURE: The Department of Development and Environmental Services will issue a decision on this application following a 30-day comment period ending on February 2, 2004. Written comments and additional information can be obtained by contacting the program manager at the phone number listed above. Published this 19th day of December, 2003. cc: Accounts Payable, Administrative Services Division, DDES Application File(s): L03P0027; Sandhu Subdivision application notice. L03SH019; MuckleshooWashon Is shoreline application notice. 12/16/2003 Department of Development and Environmental Services Land Use Services Division 900 Oakesdale A venue Southwest Renton, Washington 98055-l219 Applicant: Kulwant Sandhu 13989 SE l 59'h Place Renton, WA 98058 Notiee of Application File #: L03P0027 -Sandhu Subdivision DDES Planner: Trishah Bull Planner Telephone No.: (206) 296-6758 Date Application Filed: October 13, 2003 Date Determined Complete: December I, 2003 (Type 3) Project Location: The property is located at 12044 SE 184'" Street, approximately 300 feet east of the SE l 84'h Street and 120'" Avenue SE intersection. Project Description: Subdivision of approximately 6.27 acres into 17 lots for the development of single- family detached and residences in the R-6-SO zone. The average lot area is approximately 3,500 square feet. Permits requested in this application: Formal Plat Relevant environmental documents are available at the address below: Drainage study, env. checklist Development regulations to be used for project mitigation, known at this time: KCC 21A, including sensitive area regulations, road standards, and 1998 Surface Water Design Manual Consistency with applicable County plans and regulations: This proposal will be reviewed for compliance with all applicable King County Codes, including those noted above Other permits not included in this application, known at this time: None at this time A public hearing before the King County Hearing Examiner is required for this application. Notification of the public hearing date will occur approximately 30 days prior to the scheduled hearing date. The Department of Development and Environmental Services (DDES) will issue a report and recommendation to the Hearing Examiner two (2) weeks prior to the scheduled public hearing. Following the close of the public hearing, the Hearing Examiner will issue a written decision which may be appealed to the Metropolitan-King County Council. Details of the appeal process will be included in the notice of recommendation. Any person wishing additional information on this proposed project should contact the planner at the phone number listed above. Written comments may also be submitted to DDES. You may review the application and any environmental documents or studies in our Renton office. NOTE: If you require this material in braille, audio cassette, or large print, please call (206) 296-6600 (voice) or for hearing impaired (206) 296-7217 (TTY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Mailing Date: December 30, 2003 -------------------------------------====---====---==== Please send me notification of the public hearing and other official notices concerning this application. File No. L03P0027 -Sandhu Subdivision ( Please print ) Name: ___________________________________ _ Address: ----------------------------------- --------------------Telephone No.: MAIN FILE COPV Department of Development and Environmental Services Land Use Services Division 900 Oakesdale A venue Southwest Renton, Washington 98055-1219 Applicant: Kulwant Sandhu 13989 SE 159"' Place Renton, WA 98058 Notice of Application File #: L03P0027 -Sandhu Subdivision DDES Planner: Trishah Bull Planner Telephone No.: (206) 296-6758 Date Application Filed: October 13, 2003 Date Determined Complete: December I, 2003 (Type 3) . Project Location: The property is located at 12044 SE 184"' Street, approximately 300 feet east of the SE 184"' Street and !20th Avenue SE intersection. Project Description: Subdivision of approximately 6. 27 acres into 17 lots for the development of single- family detached and residences in the R-6-SO zone. The average lot area is approximately 3,500 square feet. Permits requested in this application: Formal Plat Relevant environmental documents are available at the address below: Drainage study, env. checklist Development regulations to be used for project mitigation, known at this time: KCC 21A, including sensitive area regulations, road standards, and 1998 Surface Water Design Manual Consistency with applicable County plans and regulations: This proposal will be reviewed for compliance with all applicable King County Codes, including those noted above Other permits not included in this application, known at this time: None at this time A public hearing before the King County Hearing Examiner is required for this application. Notification of the public hearing date will occur approximately 30 days prior to the scheduled hearing date. The Department of Development and Environmental Services (DDES) will issue a report and recommendation to the Hearing Examiner two (2) weeks prior to the scheduled public hearing. Following the close of the public hearing, the Hearing Examiner will issue a written decision which may be appealed to the Metropolitan-King County Council. Details of the appeal process will be included in the notice ofrecommendation. Any person wishing additional information on this proposed project should contact the planner at the phone number listed above. Written comments may also be submitted to DDES. You may review the application and any environmental documents or studies in our Renton office. NOTE: If you require this material in braille, audio cassette, or large print, please call (206) 296-6600 (voice) or for hearing impaired (206) 296-7217 (TTY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Mailing Date: December 30, 2003 =================================~===================== Please send me notification of the public hearing and other official notices concerning this application. File No. L03P0027 -Sandhu Subdivision ( Please print ) Name: ·------------------------------------ Address: __________________________________ _ --------------------Telephone No.: ~-------- COOZ £ l lJO 1,r;--t, •v !f~{~~!f~;-~1 .. i !! !i 11 'Ii Cramer Northwest Inc. Surveyors Plonner, & Engineers MS II. Cl:MTMI.. ITL 111M. IC[NT, •• HQU (ts.JIU:t-"90 (loe<II} ,. 1-(II00}2S1•01H (11111 ,,..) (1")e2•GS5 (fm:) [41lll,:IA-.OOIII • TOPOCRAPBICAL SITE SURVEY l't>ll SAN1JliV AVLf'AN!' I.Ot:ArEJJ IN TBZ S.I. 1/,1, o, THE N.1f. t/4, 0, UGTION S3, f01'NSBIP 28 NORTH, /UN" & asr. F.JI., llIH(; COUNTY. rTASHINC:f'ON ... SURVEYOR'S CERTIFICATE f".L$. CDITIF1Clt.tt NO. ~II BORBA.GREG Ct.:RRE~T PLANNING SUPERVISOR DDES/LllSD MS: OAK -DE-OlOO BULL, TRJSHAH PROJECT/PROGRAM MANAGER DDES/LlJSD MS: OAK-DE-0100 CLAUSSEN, KIM SR. PROJECT MANAGER DDES/LUSD MS: OAK -DE-0100 DYE, PETE SR. ENGINEER DDES/LUSD MS: OAK -DE-0100 GILLEN, NICK WETLAND REVIEW DDES/LUSD MS, OAK -DE-0100 LANGLEY, KRIS TRAFFIC REVIEW DDES /LUSD MS, OAK· DE -0100 ROGERS, CAROL CURRENT PLANNING SECTION DDES/LUSD MS: OA-DE-0100 SANDHU, KULWANT 13989 SE 159TH PL. RENTON, WA 98058 STIEFEL, MARK W. STIEFEL ENGINEERING 22312 JIJTHAVESE KEI\T, WA 98031-2651 L03POD27 LOJP0027 LOJP0027 LOJP0027 LOJP0027 LOJP0027 L03P0027 L03P0027 L03P0027 WEST, LARRY GEO REVIEW DDES/LUSD MS, OAK -DE-0100 LOJPOD27 3323057777/L03P0027 3323059087/L03P0027 BACKMAN BIRGITTA 14408 SE MAY VALLEY RD NEWCASTLE WA 98059 3323059052/L03P0027 BATSON HAROLD JR 18328 124TH AV SE RENTON WA 98058 3323059035/L03P0027 DAVIDSON LEROY D 12353 SE 181ST RENTON WA 98055 6 I 99600302/L03 P0027 EILERS KARLE 18260 120TH SE RENTON IV A 98055 6197800204/L03P0027 EMANUEL THERESE ELIZABETH 18405 120TH AV SE RENTON WA 98058 6199600260/L03P0027 FIALA STEVEN A+CONNIE L I 8212 120TH AV SE RENTON IV A 98058 SD9/L03P0027 G. ANDERSON, PLANT & FACILITIES KENT SCHOOL DISTRICT #415 12033 SE 256TH ST KENT IV A 98031 3323059075/L03P0027 GREEN CALVIN R JI 18401 124TH AV SE RENTON WA 98058 3323059097/L03P0027 HILL PAUL JR 18320 124TH AVSE RENTON WA 98058 6 I 99600240/L03P0027 ARENDALL HELEN M 18202 120TH AV SE RENTON WA 98058 3323059009/L03P0027 BAGLEY WILLIAM F I 2252 SE 184TH RENTON WA 98055 6197200402/L03P0027 CAMPBELL SCOTT A+L YNDEE R 18043 120TH AV SE RENTON WA 98058 3323059088/L03P0027 DOBBS JOHN M+ TINA M 12364 SE 181ST ST RENTON WA 98058 6199600300/L03P0027 EILERS KARLE 18260 120TH AV SE RENTON WA 98058 6199600020/L03P0027 FERGUSON MICHAEL S+SUSAN P 18424 120TH AV SE RENTON WA 98058 6199600221/L03P0027 FIRST HORIZON HOME LOAN 4000 HORIZON WY IRVING TX 75063 6197800205/L03P0027 GALEMARIAJ 18411120THAVSE RENTON WA 98058 6199600022/L03P0027 GRONENTHAL EDWARD W+MARCIA 12007 SE 184TH ST RENTON WA 98058 3323059092/L03P0027 HOOPER CHARLES H+LINDA M 18207 124TH AV SE RENTON IV A 98058 6,,J600080/L03P0027 BJ PROPERTIES LLC PO BOX 1790 SNOHOMISH WA 98291 6199600042/L03P0027 BAKER STEVEN B+SHARON K 12045 SE 184TH ST RENTON WA 98058 6199600280/L03P0027 COOMES MARK A 18234 120TH AV SE RENTON WA 98058 3323059086/L03P0027 DORNA Y GELLERT 12345 SE 181ST ST RENTON WA 98058 3323059038/L03P0027 ELMQUIST DOUGLAS A 18429 124TH AV SE RENTON WA 98058 6199600262/L03P0027 FIALA STEVEN A+CONNIE L 18212120TH AVSE RENTON WA 98058 3323059026/L03P0027 FORCE RUSSELL L+KIMBERLEY A 18201 124TH AV SE RENTON WA 98058 6199600060/L03P0027 GOSSMYRONR 12047 SE 184TH RENTON WA 98055 3323059047/L03P0027 HAUGEN DAN K+SUSAN D 18240 124TH AV SE RENTON WA 98055 6197200443/L03P0027 IVANOV VITALIY+YELENA 18243 120TH AV SE RENTON WA 98058 6 l 97200482/L03P0027 IVANOV VITALIY+ YELENA 18243120TH AVSE RENTON WA 98058 33230591199/L03P0027 KNUDSON KIRK 18056124TH AVSE RENTON WA 98058 3323059093/L03P0027 LATTANZIO FRANK S+SHIRLEY L 18211 124TH AV SE RENTON WA 98058 3323059040/L03P0027 LUTTRELL KRISTIAN L 18441124THAVSE RENTON WA 98058 6199600040/L03P0027 MONDALE GUYE 12037 SE 184TH RENTON WA 98055 619720040 l/L03 P0027 RATHBUNWD 18045 120TH AV SE RENTON WA 98055 33230590691L03P0027 SAMUDRE VINA Y V & REBECCA J 18216124TH AVSE RENTON WA 98031 619960002\/L03P0027 SANDOVAL RUDOLPH A 18414 120TH AV SE RENTON WA 98055 6!96600482/L03P0027 SHIRAZ\ ELAINE S 17824118TH AV SE RENTON WA 98058 6197200480/L03P0027 TORRES FRANCISCO 11854 SE 184TH ST RENTON WA 98058 6199600044/L03P0027 JONES ROBERT L+CHERYL A 11002 SE 176TH #D301 RENTON WA 98055 3323059037/L03P0027 KRANTZ RICHARD M \8415124THAVSE RENTON WA 98058 3323059094/L03P0027 LATTANZIO SAMUEL A+SUSAN \8217124THAVSE RENTON WA 98058 3323059042/L03P0027 MARGULLIS GORDON & SUSAN 18032 120TH SE RENTON WA 98058 6197800203/L03P0027 MORAN PAUL JR 18425 120TH SE RENTON WA 98058 6197200481/L03P0027 ROBINSON CHARLOTTE ANNE 11844 SE 184TH RENTON WA 98058 6\99600282/L03P0027 SANDHU KUL WANT S+SANTOKH K 13989 SE 159TH PL RENTON WA 98058 6199600202/L03P0027 SCHAFER SCOTT C 18020 120TH AV SE RENTON WA 98058 6197800200/L03P0027 SOUTHERLAND DENNIS J 18417120THT AV SE RENTON WA 98058 6199600023/L03P0027 VANDESOMPELE DAVID 12017 SE 184TH ST RENTON WA 98058 6,J,200444/L03P0027 KAPALCYNSKITHOMASE+KATHLE E 18231 120TH AV SE RENTON WA 98055 6197200422/L03P0027 KURIHARA HOWARD H RICHARDS MARTHA 18205 120TH AV SE RENTON WA 98058 3323059027/L03P0027 LOWE RICHARD E+LAURA A 12255 SE 184TH ST RENTON WA 98058 6199600220/L03P0027 MARGULLIS SUSAN E+GORDON L 18032 120TH AV SE RENTON WA 98058 SDI3/L03P0027 R. STRACKE, FACILITIES & PLANNING RENTON SCHOOL DISTRICT #403 1220 N 4TH ST RENTON WA 98055 6199600043/L03P0027 SAGGERSON RICHARD J DAHLQUJST BARBARA L 12031 SE 184TH ST RENTON WA 98058 6199600320/L03P0027 SANDHU KUL WANT S+SANTOKH K I 3989 SE 159TH PL RENTON WA 98058 6199600301/L03P0027 SCHELLHASE KENNETH D 24123 SE 260TH ST MAPLEVALLEYWA 98038 3323059036/L03P0027 SZIGETY DARCY C 12243 SE 184TH ST RENTON WA 98058 3323059082/L03P0027 VERKET GARY S PO BOX 58363 RENTON WA 98058 Ci 19720042 l/L03.P0027 WHIPPLE CC 18209 120TH AV SE RENTON WA 98055 3323059015/L03P0027 ... WILSON DOUGLAS M & JANE 18406 124TH A VE S E RENTON WA 98058 6197200423/L03P0027 WHIPPLE CLIFFORD C 18209 120TH AV SE RENTON WA 98055 6l99600259/L03P0027 WYKNENKO EMMA 18226 120TH AV SE RENTON WA 98055 61, ,00045/L03P0027 WILLIAMS PA TRICIA LUND 12025 SE 184TH ST RENTON WA 98058 (E Renton) FD25 (Spring Glen) FD40 Fire Protection Dist #25 Fire Protection Dist #40 P.O. Box 2925 10828 SE 176th St Renton WA 98056-0925 Renton WA 98055 MS: KSC-NR-0600 MS: KSC-TR-0431 KC27 Water & Land Res. Div Gary Kriedt King County Dept. of Natural Res. KC Metro Envim. Planning Steve Foley LI15 LI20 Fairwood Library Highlands Library 17009 -140th Av SE 2902 NE 12th St Renton WA 98058 Renton WA 98056 LI23 Documents Dept. Librarian LI24 Kent Regional Library King County Library System 212--2ndAvN 960 Newport Way NW Kent WA 98032-4482 Issaquah, WA 98027 LI36 ATTN: Edward White PL18 Renton Library Kent Engineering Dept 100 Mill Av S 220 -4th Av S Renton WA 98055 Kent WA 98032 PL19 City of Renton PL33 Kent Planning Dept Economic Development Dept. 220-4thAvS 1055 S. Grady Way Kent WA 98032 Renton WA 98055 Clinton G. Marsh, Director Fae. & Const. Dept SD9 R. Stracke, Facilities & Plng SD13 Kent School District# 415 Renton School Dist# 403 12033 SE 256th St. Bldg B 1220 N 4th St Kent WA 98031-6643 Renton WA 98055 Administrator SES Environmental Review Section ST2 Kent Sewer Utility WA State Dept of Ecology 220-4thAv S P0Box47703 Kent WA 98032 Olympia WA 98504-7703 Habitat Biologist, Rod Malcom TRI Russ Ladley, Fisheries Biologist TR2 Muckleshoot Indian Tribe Puyallup Tribe 39015 -172nd Av SE 6824 Pioneer Wy E Auburn WA 98002 Puyallup WA 98371 TR3 Fisheries Habitat/Environment TR5 Snoqualmie Tribe Suquamish Indian Tribe PO Box 280 P0Box498 Carnation WA 98014-0280 Suquamish WA 98392 . . . Richard Young Tulalip Tribe 7615 Totem Beach Rd Marysville WA 98271 Public Works Dtr Kent Water Dist 220-4thAv S Kent WA 98032 Soos Creek Water/Sewer Dist PO Box 58039 Renton WA 98058-1039 Coal Creek Utility District 6801 132nd Place SE Newcastle, WA 98059 WA State Dept. of Wildlife 16018 Mill Creek Blvd. Mill Creek, WA 98012 WA State Dept. of Ecology NW Regional Office 3 190 -160th Ave SE Bellevue, WA 98008-5452 WA St DOT MS 240 15700 Dayton Ave No. PO Box 330310 Seattle, WA 98133-9710 WA St. Ecology Dept/WQSW Unit Linda Matlock PO Box47696 Olympia, WA 98504-7696 Eleanor Moon KC Executive Horse Council 12230 NE 61st Kirkland, WA 98033 TR4 WD23 WD41 WD57 WD12 Cedar River Water/Sewer Dist 18300 SE Lk Youngs Rd Renton WA 8058-9799 City of Renton, Public Works Dept. WD32 Development Services Div. 1055 South Grady Way Renton WA 98055 WD55 Water Dist #90 15606 SE 128th St Renton WA 98059-8522 WD58 Water Dist #111 27224 -144th Av SE Kent WA 98042-9058 WA State Dept. of Wildlife Habitat Mgmt. Division P.O. Box 43155 Olympia, WA98504-3155 WA St.DOT MS 230 15700 Dayton Ave. No PO Box 330310 Seattle, WA 98133-9710 WA St.DOT MS 250 15700 Dayton Ave. No. PO Box 330310 Seattle, WA 98133-9710 Roger Dorstad PO Box 375 Redmond, WA 98073 STATE OF WASHINGTON, COUNTY OF KING } AFFIDAVIT OF PUB LI CATION PUBLIC NOTICE Jody Barton, being first duly sworn on oath that she is a Legal Advertising Representative of the King County Journal a daily newspaper, which newspaper is a legal nev..,spaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a daily newspaper in King County, Washington. The King County Journal has been approved as a Legal Newspaper by order of the Superior Courl of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the King County Journal (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a Public Notice was published on April 28, 2005. ! of the fee charged for said foregoing publication is the sum Jody parton Legal Advertising Representative, King County Journal 111111111111 111 Suhscribed and sworn to me this 28th day of April, 20g._ft.'''1w,,E.AG1-f)11111/ ~ 1?--· ........ ~ ~ ~yi_-.::" " ,,•''.oo E,o:·•,, ";. 2 0~ ~··~,,,.'o 'lil,r, •••• ::::. -: , • "Y . -. · =cc1--:S """n •, c:: ::: ,o~w .,-:Z=: -·"'' • ·o-Tom A. Meagher ~ \ __.. ,, , \" f /:,; 2 -• P\\ov ' ' v -Notary Public for the State of Washington, Residinif:in$bt,lmOnn, W,is_lli~t\1l'i .... '/ )'-"•• MA'( '1-· .•' ,>.."'--~ P.O. Number: 'l A/r, •••••••••··· c,, -.0 Cost of publishing this notice includes an affidavit sur{tt'ayj}-#.' OF ~ ~,~,:,.,-....."' i///1iJJJ\\\\\I KING COUNTY DEPT, OF DEVELOPMENT & ENVIRONMENTAL SERVICES (DOES) 900 Oakesdale Ave SW, Renton, WA 98055-1219 NOTICE OF LAND USE PERMIT APPLICATION REQUEST, SHORT SUBDIVISION Filec L05S0002 Applicant: Dale Edwards Location: Located at 206th Pl SF, & SE 330th St, Auburn. Proposal: Subdivision of an 11.1 acre parcel into 2 lots in the RA-5 zone. Project Manager: Chad Tibbits, 206- 296-7194 COMMENT PROCEDURES, DDES will issue a decision on this application following a 21-day comment period ending on May 31, 2Q05. Written comments and additional information can be obtained by contacting the project manager at the phone number list.ed above. NOTICE OF PERMIT HEARING & RECOMMENDATION LAND USE SERVICES DMSION Request: Formal {Subdivision) File # & Name: L03P0027 Sandhu Subdivision Applicant: Kulwant Sandhu Location: Located at 12044 SE 184th St, approx. 300ft. east of the SE 184th St and 120th Ave SE intersection. Proposal: Subdivide approx. 6.27 acres into 16 single-family residential lots. Project Manager: Trishah Bull, 206- 296-6758 Hearing Date and Time May 12, 2005 at 9:30 a.m. Location of Public Hearing: DDES, Hearing Room 900 Oakesdale Ave SW Renton, WA 98055-1219 Dept. Reconunendation to Hearing Examiner: Approve subject to conditions. Comment Procedures: Comments on the above file are now being accepted by King County DDES, Land Use Serv·ices Division, at the address listed above. Published in the King County Journal April 28, 2005. #858976 ~ t 0 0 !.LI .J ii: z ~ ~ Rogers, Carol From: Rogers, Carol Sent: Monday, April 25, 2005 9:40 AM To: Subject: 'Legals'; 'legals.bellevue@kingcountyjournal.com' Legal ads for publ. on Thursday, 4/28 Please confirm receipt. Please publish the accompanying, legal notice in your newspaper on THURSDAY. April 28. 2005, which will meet our minimum legal notice requirement. Should this not be possible, please call or fax me Immediately. Submit your invoice and 3 copies of the affidavit of publication to Accounts Payable, as soon after publication as possible, in order for us to enter legal proof of publication in our file records, and so that we may process same for payment. Attachment: Legal Notice KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES (DDES) 900 Oakesdale Ave SW, Renton, WA 98055-1219 NOTICE OF LAND USE PERMIT APPLICATION REQUEST: SHORT SUBDIVISION File: L05S0002 Applicant: Dale Edwards Location: Located at 2061h Pl SE & SE 330 1h St, Auburn. Proposal: Subdivision of an 11.1 acre parcel into 2 lots in the RA-5 zone. Project Manager: Chad Tibbits, 206-296-7194 COMMENT PROCEDURES: ODES will issue a decision on this application following a 21-day comment period ending on May 31. 2005. Written comments and additional information can be obtained by contacting the project manager at the phone number listed above. NOTICE OF PERMIT HEARING & RECOMMENDATION LAND USE SERVICES DIVISION Request: Formal (Subdivision) File# & Name: L03P0027 Sandhu Subdivision Applicant: Kulwant Sandhu Location: Located at 12044 SE 184~ St, approx. 300ft. east of the SE 184~ St and 120'h Ave SE intersection. Proposal: Subdivide approx. 6.27 acres into 16 single-family residential lots. Project Manager: Trishah Bull, 206-296-6758 Hearing Date and Time: May 12, 2005 at 9:30 a.m. Location of Public Hearing: DOES, Hearing Room 900 Oakesdale Ave SW Renton, WA 98055-1219 Dept. Recommendation to Hearing Examiner: Approve subject to conditions. Comment Procedures: Comments on the above file are now being accepted by King County ODES, Land Use Services Division, at the address listed above. Published this 28 1h day of April, 2005. cc: Accounts Payable, Administrative Services Division, ODES Application File(s): L05S0002; Edwards short plat application notice. L03P0027; Sandhu subdivision hearing notice. Seattle Times account #078871004 1 MAIN FILE COPY Eile "'it '.!!iew Insert f~mat Iools B.ctions t:telp ,,., B.eply ~ Reply to A[I ~ For!ttard a "" ~ X: ... • .... T .It. . 11) • From: Tom Meagher [tom.meag:-,er@)l<Jngcountyjournal.com] Sent: Mon 04/25/2005 9:53 AM To: Rogers, Carol Cc: Sub~: RE: Leoal ads for publ. on Thursday, 4/28 Hi, Caroll I have received your email, with the attachment, and will publish the notice (Re/File LD5S0002 and LD3P0027) in the 4/28/05 edijion of the King County Journal. Thanks a bunch, Carol...have a great day! Tom Meagher Legal Advertising Representative King County Journal Newspapers Phone: 253-234-3512 or 425-453-4296 Fax: 253-859-9268 or 425-635-0002 --Originel Message-- Fnm: Rogerti, Cuo1 [mailto:CarotRogers@METROKC.OOV] Sent: Monday, Apri125, 2005 9:40 AM To: 'Legels'; '1ega1s.bellevue@kingcountyjoumel.com' Sullject: Legal acts for pub1. on Thursday, 41.28 Monday. Apr 25, 2005 10:00 AM User: plancrog Computer: DE217953 Os: Windows NT Version: 5.1 • A soc Rogers, Carol From: Legals [legals@seattletimes.com] Sent: Monday, April 25, 200510:15 AM To: Rogers, Carol Subject: RE: Legal ads for publ. on Thursday, 4/28 Hi Carol, Your Legal ad# 3069598 runs Thursday, April 28, 2005 for $118.08. Thanks, Eleanor Sub for Lady Byrd -----Original Message----- From: Rogers, Carol [mailto:Carol.Rogers@METROKC.GOV] Sent: Monday, April 25, 2005 9:40 AM To: Legals; 'legals.bellevue@kingcountyjournal.com' Subject: Legal ads for publ. on Thursday, 4/28 Please confirm receipt. Please publish the accompanying, legal notice in your newspaper on THURSDAY. Agril 28. 2005, which will meet our minimum legal notice requirement. Should this not be possible, please call or fax me immediately. Submit your invoice and 3 copies of the affidavit of publication to Accounts Payable, 11s .. soon after publication as gossible, in order for us to enter legal proof of publication in our file records, and so that we may process same for payment. Attachment: Legal Notice KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES (ODES) 900 Oakesdale Ave SW. Renton. WA 98055-1219 (IIQTICE OF LAND USE PERMIT APl:'.LICATION BEQUEST: SHORT SUBDIVISION File: L05S0002 Applicant: Dale Edwards Location: Located at 2061h Pl SE & SE 330th St, Auburn. Proposal: Subdivision of an 11.1 acre parcel into 2 lots in the RA-5 zone. Project Manager: Chad Tibbits, 206-296-7194 Page I of2 COMMENT PROCEDURES: DOES will issue a decision on this application following a 21-day comment period ending on May: 31. 2005. Written comments and additional information can be obtained by contacting the project manager at the phone number listed above. NOTICJ;:_ OF 1>.ERMIT HEARING & RECOMMENDATION LAND USE SERVICES DIVISION Request: Formal (Subdivision) 04/25/2005 soc File # & Name: Applicant: Location: L03P0027 Sandhu Subdivision Kulwant Sandhu Located at 12044 SE 1841h St, approx. 300ft. east of the SE 184111 St and 120111 Ave SE intersection. Proposal: Subdivide approx. 6.27 acres into 16 single-family residential lots. Project Manager: Trishah Bull, 206-296-6758 Hearing Date and Time: May 12, 2005 at 9:30 a.m. Location of Public Hearing: ODES, Hearing Room 900 Oakesdale Ave SW Renton, WA 98055-1219 Dept. Recommendation to Hearing Examiner: Approve subject to conditions. Comment Procedures: Comments on the above file are now being accepted by King County ODES, Land Use Services Division, at the address listed above. Published this 28th day of April, 2005. cc: Accounts Payable, Administrative Services Division, DOES Application File(s): L05S0002; Edwards short plat application notice. L03P0027; Sandhu subdivision hearing notice. Seattle Times account #078871004 04/25/2005 Page 2 of2 ' t [~" CIT I OF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator Kathy Keolki:r-Wheeler, Mayor May 5, 2005 DDES Land Use Services Division Attn: Trishah Bull King County Land Use Services Division 900 Oakesdale Ave SW Renton WA 98055-1219 SUBJECT: KING COUNTY DDES NOTICE OF DECISION FILE# L03P0027, SANDHU SUBDIVISION Dear Ms. Bull: RECEIVED MAY O 9 2005 KING COUNTY LAND USE SERVICES Thank you for the opportunity to comment on this SEPA determination. This proposed development is located within City ofRenton's potential annexation area. Therefore, we request that any required off-site improvements (roadway widening, curb, gutter, sidewalk and street lighting, etc.) to S.E. 184th Street abutting the development site, and the new street with a cul-de-sac within the development site, be installed to City of Renton standards. Sincerely, /J,,4z~J/.IJ.J!~- Planning/Building/Public Works Department cc: Sandra Meyers, Transportation Director Neil Watts, Development Services Director Jennifer Henning, Development Services Principal Planner Bob Mahn, Transportation Services Civil Engineering -~ll.~\F~ilc~S-,,~,,~BMM-10~~~5wi4~~dffiMl~a~~~~~ .. w.~~m1h'.~iw~g~~-t~~~~~i-~~f~~R~~~~~~ijR~-Sa=i1d~li0~.dhoc~·~~~mlj1~,--~ @ This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE tl':_·_,.;.L.,, ..... , CITY OF RENTON .....,_•\:!;; .. .. Jc::,,;,,,. ' ,, ::!!: :J'~ Planning/Building/Public Works 1055 South Grady Way -Renton Washington 98055 • Trisha Bull ;t 1./) i-· ... "' "' "" it.. It DDES Land Use Services Div. King County Land Use Services Divi. 900 Oakesdale Ave SW Renton WA 98055-1219 ---·· · -~~,~rr ~~~0:_.3 5:;1~ 05 ,,,.,,+.,J """ • m o 6' / .f:m1wi · :! '1·-. ,,ae l• / l··tit~f':'~rll U 9. f:l0ST~t . 71471'13";'. - t.·. r-,·1 -;,;:_. C -\ .;·., i:.:: ~,...:.-_ r ",, u"", r·-\ 11 \C), . ) ::. •' '-' ----: v-0 ..._o CAT>::Si"-iP 98055 11,1 .. 1 .. I ,II , .. ,1,1 .. 1,1., .. II .. I ,I .. ,11 .. 1,111 .. ,11,. ,I .. ,11 @ This Peiper contains 50% recycled paper. 30% post-consumer '· MARK W. STIEFEL, P.E. CONSULTING • CIVIL ENGINEERING • PLANNING • PROJECT MANAGEMENT• WETLAND PERMITTING April 26, 2004 Trishah Bull, Planner II Current Planning Section, Land Use Services King County ODES 900 Oaksdale Avenue Southwest Renton, WA 98055-1219 Tel: 206-296-6758 Subject: Sandhu Preliminary Subdivision "Benson Trails" (L03P0027) Transmittal of Supplemental Information Requested Dear Trishah: Transmitted herein are copies of the supplemental information requested in your January 23, 2004 letter to the Applicant, Mr. Kulwant Sandhu for the proposed (Benson Trails) Preliminary Subdivision, parcel numbers 6199600282 and 619960000320. Specifically included are the following documents. A. The Renton School District provided information regarding which schools would serve the proposed subdivision. Additional information was added describing access to the schools and the condition of the walkways. (Refer to enclosed iMAP Exhibit # l) I . Benson Hill Elementary School l 8665 I 16th Avenue SE Renton, WA 98058 • Walk west on SE 184th Street (Appx 1,650 ft) to I 16th Ave. S.E. (gravel shoulder) • Cross I 16th Avenue SE at cross walk • Walk south on I 16th Avenue SE (Appx 900 ft) to school site (gravel shoulder) (No observed or reported problems) 2. Nelson Junior High School 2403 Jones Avenue South Renton, WA 98055 • (School bus pick-up and drop of service to project site) 3. Lindberg High School 16426 !28th Ave. SE Renton, WA 98058 • Walk west on SE 184th Street (Appx 1,100 ft) to I 18th Ave. S.E. (gravel shoulder) • Tum north on I 18th Ave SE and walk (Appx 2,780 ft) to SE Petrovisky Road (g.s.) • Cross SE Petrovisky Road at I 18th Ave SE cross walk • Walk east on Petrovisky (Appx 3,500 ft) to !28th Ave SE (concrete sidewalk) • Walk north on 128th Ave SE (Appx 2,800 ft) to Lindberg H.S. (pavMfflfiE COPY (No observed or reported problems) 22312 113th AVE. S.E. KENT, WASHINGTON 98031-2651 TEL: (253) 854-7472 CELL: (206) 300-5853 FAX: (253) 854-1575 EMAIL: stiefel_eng@msn.com ,;;16 Trishah Bull, Planner II Current Planning Section, Land Use Services King County ODES April 26, 2004 Page 2 B. The Applicant's Title Insurance Company researched County Records to obtain information regarding the status of SE 184th Street right-of-way and ownership south and east of the project site. I. A copy of the information is enclosed as Exhibit #3 2. The Applicant is contacting the individual property owners to discuss the right-of-way limits and potential for dedication and/or additional easements. He will provide a written status report to you as soon as possible. Please continue with your review of the project application and provide an advance copy of the Draft Staff Report to the Hearing Examiner as soon as practical. Thank you for your assistance. Should you have questions or require additional information, please contact my office at (253) 854-7472. Sincerely, /,,~ }.~ /,/,/~~~ / Ma~. Stiefel, P.E. Enclosures: Cc: Kulwant Sandhu, Applicant Owen Hille, PLS, Cramer Northwest Darcey Miller, B-Twelve Assoc C:lwinword\22802 Sandhu\DDES resubmittal letter 3.doc M:ap 0 utput http ://www5.m etroi · v/servlet/com.esri.esrimap.Esrimap?Servic ... ® King County IIIIImm.a IBmllll Ci§ihi4¥ Comments C1¥iiAIM iMAP -Property Info (Planning) The information included on this ap has been compiled by King County staff from a variety of sources and is subject to change without notice. King Cou makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to e use of such information. King County shall not be liable for any general, special, indirect, incidental , or conseque ial damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the inf ation contained on this map. Any sale of this map or information on this map is prohibited except by written permissio of King County. King County I G IS Ce er I News I Servi ces I Comments I Search By visiting this and other King County web pages , u expressly agree to be bound by terms and conditions of the site. he deta ils. 3.c;v6e?,-v· ffeG,.C/ E?t~>ij~ I of I 04/26/2004 9: 15 AM ' Map Qutput http://www5.metrokc servle t/com.esr i.esr imap.Esrimap?Servic ... 1 of I ® King County m lllmlDIIII Ci4Eta4W Comments Wi¥i4'M iMAP -Property Info (Planning) The information included on this map has been compiled by King Co unty staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness , or rights to the use of s uch information. King County shall not be liable for any general , special, ind irect, incidental , or co nsequential damages including, but not limited to, lost revenues or lost profits resulting fro m the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County. King Count y I GIS Cen t er I News I Services I Comments I Search By visiting thi s and other King County web pages, you expressly ag ree to be bound by t erm s and conditions of the site . T he details. ,llt t:.-?-~~c/V'..GN~~y ....5t:::'ffec::>L 04/26/2004 9:35 AM ®; King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 (206) 296-6600 ITY (206) 296-7217 Alternative formats available upon request Drop-Off Cover Sheet for Land Use Services Division **************************** II\IIP()~l"1'.~l" ***************************** PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS Project No.: L-0 3 P 60 2-7 ProjectName: K1AIWt1nt C)t1ndhll Flftf- FROM A I e un ct e I r s c~ C.r tuner I!. v'I Date Received by LUSD JO) I§' ~ /s n \\; ~:: in\ in) r.._, ,_,,_ ,l,, •. ,, ,r:::. 101 DEC O 8 2004 L.=.., K.C. D.D.E.S. ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat / Plats Please §1)8. cify ite1(s) dropped-off: . · k'f1·1se1 t · 1 ) W o Lot Line Adjustment Permit Please specify item(s) dropped-off: Right of Way Permit Please specify item(s) dropped-off: Clearing/ Grading Permit Additional information requested; please specify item(s) dropped-off: Other:------------------------------------- PLEASE NOTE: All drop-off item(s) will be logged into the computer under the project number, therefore. it is important that the top portion of this form is completed properly before you drop-off anything. Assistance in findin~lt'f project number can be provided by speaking to a Land Use Services Division Person of the Day (POD) J~r,tf\\.E. \,U Zoning/Land Use Technician. Your cooperation is important. Thank you. tJ\f!l.\t'I LUSD Drop-Off Cover Sheet lg-cvs-dropoff. pdf 05-30-2002 ~ Page 1 o ry\ : . ' &,. T Cramer North .. est, Inc. 11 ~ Surveyors •Planners •Engineers December 8, 2004 .----1 Trishah Bull -___________ J King County DOES Land Use Services 900 Oakesdale Ave SW Renton WA 98055 [BEYISIONI Re: L03P0027 -Sandhu Plat Trishah, As you know there has been a change in project coordination for this project. Marl< Stiefel, PE was doing all the project coordination since his untimely death Cramer NW will be seeing the project to completion. It is my understanding is that we are waiting for conditions of approval on this project. In order to receive those conditions there are items that need to be provided from two different requests one from January 23, 2004 and one from May 17, 2004. At this time we believe that all the information requested has been provided. To clarify I have prepared this letter and provided copies of the items turned as drop-offs. I) Recreation Space (January 23): a conceptual plan was provided including indication of what type of improvements would be. A copy of that plan is included. (Stiefel Engineering drawing dated 10-7-03) 2) Pedestrian Walkways (January 23): Addressed in a letter dated April 26"' 2004. A copy is included. 3) Site Plan (January 23): Revised site plan is provided. The easements and dedication with regard to the fron~e and drainage improvements were addressed in a letter provided to you by the owner, Mr. Sandhu, on May IO , 2004. 4) Drainage: Revised off-site analysis provided March 2004, copy included. 5) Pond Information: Part of the revised off-site analysis provided March 2004, please see copy included. 6) BSBL: The revised map (IO copies) is included with this letter. 7) Dedication (May 2004): paperwork provided by owner May 10"' of 2004, copy included. We would appreciate your review of the items and confirmation of receipt of the above items, direction as to any additional items needed along with your assurance that the project is moving forward. Sincerely, Alfi 1 ·--JJtJ--' Aleanna Kondelis Project Manager 945 N. Central. Suite #104 Kent WA 98032 (253) 852-4880 Fax (253) 852-4955 \\'WW .cramernw .com E-mail: cni)l1cramcrn\.v.co.rn Page I of I ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 November 24, 2004 TO: Kim Claussen Project/Planner Manager III, Current Planning Section FM: Pat Simmons, Engineer II, Engineering Review Section Via: Ray Florent, Engineer 111,Engineering Review Section Planner: Trishah Bull RE: Proposed Benson Trails Plat LUSD File No. L03P0027 Comments of the above project revised map I. Location of the BP A power lines within the section. 2. No legal description are shown on the map By Cramer Northwest(l 9A.08. l 50(B)(3) 3. The open space/SAT and Utility corridor. A determination if that the area is a SAT does the BPA easement allow the maintenance and repair of the transmission lines. 4. Contours must be based on a field survey, per KCC 19A.08.150(B)(2). A statement to this effect must be shown of the preliminary map. 5. If improve will be required adjoining the BLA within Tax lot 3323094042 an agreement from the property owner that they will be allowed and if a dedication is required an intent to dedicated agreement signed. MAIN FILE COPY @ ® . -- King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 (206) 296-6600 TIY (206) 296-7217 Alternative formats available upon request Drop-Off Cover Sheet for Land Use Services Division ***********•************•••• IMPORTANT ***************111 ************* PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS Project No.: /...c 3 F ce z 1 ProjectName: KUl1V11nt-.SC1nd11~1 Pl?lr FROM Ale· tc1 hi1el10cfJ Ctt1mer /JVV Company Name I Contact Person Telephone No.: p0:;,) 802 ;4ffJC' To --r r1 0 htd, P>u ii Date Received by LUSD ~~~[E~\Yl~[D) OCT 1 2 2004 K.C. D.D.E.S. ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat / Plats Please specify item(s) dropped-o(ff: . . ~ · f:enc;ci/ Iv/Ct() _JO i't/Ji(S~ l . I Lot Line Adjustment Permit Please specify item(s) dropped-off: Right of Way Permit Please specify item(s) dropped-off: Clearing/ Grading Permit Additional information requested; please specify item(s) dropped-off: Other:------------------------------------- important that the top portion of this form is completed properly before you drop-off anything. Assistance in findin···g a '}' PLEASE NOTE: All drop-off item(s) will be logged into the computer under the project number, therefore, it is fj) project number can be provided by speaking to a Land Use Services Division Person of the Day (PODuiret,pv \ Zoning/Land Use Technician. Your cooperation is important. Thank you. MAIN Flt]: . LUSD Droi,-Off Cover Sheet lg-<:Vs-<lropoff.pdf 05-30-2002 Page 1 of 1 ....------· ~ ;reening Tr?""-'"e" J.()0 2 -OSS __ Tris KING COUNTY ;:ile No. LO~ .N-C -. . f- f lnformatio f((asc ('tll I /llu '~ ~e for Subn t,\tv\., . v0DtU tt illv -tD i cJ'isC IA s s A1_1,v1 of -/111 s -@ 1 n for n1 ccti o"h · ''t ten (10) copies of the following unless othern t¥t~k...S 1 Recre ~ ace -/~tlh./ Provide aponceptual recreation plan indicating the type of improvements (i.e. sport court, play structure, benches, iandscaping, etc.) proposed. For developments of five to twenty-five dwelling units, one of the recreation facilities listed shall be provided in addition to the tot lot or children's play area: a. playground equipment; b. sport court; c. sport field; d. tennis court; or e. any other recreation facility proposed by the applicant and approved by the director. Pedestrian Walkways Provide an evaluation of walking conditions for pedestrians and children who will attend schools. Include a map showing the locations for elementary, junior high, and senior high schools, and an inventory of existing walkways and bus pickup locations. Also provide a summary of how your proposal complies with RCW 58.17.110 regarding appropriate walking conditions for school children. Site Plan 1. Revise the preliminary plat map to clearly show all property ownership adjacent to the south property line. Label and dimension the public road right-of-way for SE 1841 h Street. Also identify the private tax lots which extend 'across a portion of the plat frontage on SE 1841h Street (i.e. parcels 3323059042/036). Since portions of the frontage are located within private property, your plat application must demonstrate you have legal rights to complete the road and drainage improvements along SE 1841h Street. Please research this issue and provide all applicable road easements or other documents which demonstrate your ability to construct the Aquired frontage improvements. It is recommended that you contact the property owners to determine if / "right-of-way can be dedica~ed across the plat frontage. \ s' • -• -,,_ > --• ---~_..,._ --- ,.,,- . A ' ~~(::,~,/\,~.,~:·~f,J:t'S":,·:~.:. ~.:-~~ ~_ ,,--_· "' ,', -·-. ,· .. -, : -, .-. ' ----_-. ' · . \" \\ ) ; . ,:,.(~_!) se):Jtu"~Jillittlk:\ : • ~ •v ,B. f\H_~~~-~imllintairta~inim~:di~~,~~~~-~~i~~UJ,~erty<OfEJ.J!ifllt;!i~~s .dehneatmg th~ bound;a.ry of n:g1onal ut1h!y com.dors, except ftir utility structures nec~>to the operation of tile utility corridor or whe~ structures are allowed by mutual agreement in the uti\ity . con:idor. -¥ rl,'t((.e v,ctt'. -\i1(i..:t lo-le, cl((. \·10+ ft[lot,\Jf't.t.~ Urainage I t, · I~ l< , f ':J' Cl\/c\ ._; ·1 i I\·\ ~J ( l' I ~ 1 c\ CV -'f- .)\(;. dYtr1CJe..· t'Ylt:',p !((.,.{Out -to 1w1p pruv101cns per plt1f-(<tt. 1. Additional information is required to satisfy alf requirements for preparation of a downstream orainage analysis. A detailed offsite drainage analysis must be prepared to address all five tasks outlined on pages 2- 10 to 2-13 in the King County Surface Water Design Manual (KCSWDM). The offsite analysis should be prepared as a separate document and not be sorted within a Technical Information Report which is not required during preliminary review. The following is a summary of several drainage issues which require <® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 May 17, 2004 Kulwant Sandhu 13989 SE 159th Place Renton, WA 98058 RE: Notice of Request for Additional Information or Studies Application No. L03P0027 -Sandhu Preliminary Plat Date Filed: October 13, 2003 Date of Complete Application: December 16, 2003 Dear Mr. Sandhu: The purpose of this letter is to notify you pursuant to Ordinance 12196/King County Code Title 20, that the Land Use Services Division is requesting additional information and/or studies to complete the review of your project. Please provide the following: • Please provide detailed information on the proposed ponds and the proposed outfall. Please note that structures (i.e. concrete walls) are not allowed in the wetland BSBL. • The 15-foot wetland BSBLs are not shown on the plan, please revise to include this infom1ation. • Provide the status report (regarding dedication/ easements) referred to in your letter dated April 26, 2004. When submitting the requested information, include a copy of the plat screening transmittal and retain a copy for your records. Provide a cover letter, which lists how each item, was addressed. Any clarification or explanation of the submittal can also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATTN: T rishah Bull, Planner II, Current Planning Section 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 If the submittal is hand delivered, submit at the address above. MAIN FILE COPY Your application is on "hold" from the date of this notice, until the date you are advised that the additional information satisfies this request, or 14 days after the date the information has been provided. You will be notified if the Division determines that the information is insufficient. Please note that the supplemental infonnation required after vesting of a complete application shall not affect the validity of such application. The deadline for the submittal of the necessary information is July 19, 2004. In the event you feel extenuating circumstances exist, which may justify an extension of this date, you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. If possible, please submit all of the information in one package. If you have any queshons, regardmg the add1honal mformahon or the subm1ttal deadlme, pTease c·-a-11-m~e at (206) 296-6758. Sincerely, Trishah Bull, Planner II Current Planning Section, LUSD Cc Pete Dye, P.E., Senior Engineer, Engineering Review Section, LUSD Kim Claussen, Planner III, Current Planning Section, LUSD Application File March 15, 2004 Department of Energy Bonneville Power Administration 28401 Covington Way Kent, WA 98042 In reply refer to: TRF/Covington TRACT No. C-SE-7-A-649 LINE: Covington-Maple Valley No. l(Oper. as Covington-Duwamish Line) Covington-Seattle Line (Oper. as Covington-Creston Line) between towers 7/5 and 8/1 Reference: L03P0027 Sandhu Preliminary Subdivision Trishah Bull King County ODES 900 Oaksdaie Ave. SW Renton, WA 98055 Dear Ms. Bull: Reference is made to your Notice requesting comments on the proposed Sandhu Preliminary Subdivision affecting King County Tax Parcels No.s 619960-0282-04 and 619960-0320-08. Bonneville Power Administration (BPA) has no objection to the proposed Subdivision, as long as our transmission line facilities will not be adversely affected. Upon receipt of the non-refundable $250.00 fee and application for proposed use of BPA right-of-way, your plans will be submitted to our engineering and maintenance personnel for review. The plans should include details showing exact distance of your use(s) in relation to BPA structures, planned construction materials and names and addresses of any utilities that will be providing service within the project. I would issue an advisory letter very similar to this letter. Upon receipt of the final details of the development, I would issue a Land Use Agreement. · For your information, any Land Use Agreement issued for this project would be subject to the following conditions: I. Access to BPA structures must remain open and unobstructed at all times. 2. Maintain a IIlllllinum distance of 20 feet between construction equipment and transmission line conductors (wires). 3. Storage of flammable materials or refueling of vehicles/equipment is prohibited. MAIN FILE COPY 4. Light standards must have a clearance of at least 20 feet to the conductors of the line at maximum sag of the line. 5. All underground utilities that have metal components such as ductile iron waterlines, or electric service lines, must stay at least 50 feet from where the closest lattice steel tower legs enter the ground. Utilities having only plastic or dielectric components, such as PVC sewer lines can be located as close as 30 feet of the lattice steel tower legs. 6. Nuisance shocks may occur within the right-of-way. Grounding metal objects helps to reduce the level of shock. 7. Water from the detention pond (Tract B) shall come no closer to the nearest footing of the lattice steel structures than 50 feet. 8. Gtade increases to existing ground elevations are not permitted. If grade increases are required, you must submit grading plans to this office for finther approval by BPA. These plans should clearly indicate proposed . finished elevations as well as existing ground elevations. 9. Fences shall have adequate gates of not less than 16 feet in width for the passage ofBPA's maintenance vehicles. Gates can be kept locked provided BPA is also permitted to install its own lock thereon. BPA recommends that any portion of any fence that is directly under or parallel to the conductor (wire) be grounded to prevent electricity from traveling any distance should an arc occur. 10. Trees (landscaping) shall not exceed IO feet in height, obstruct access to structures, or be planted within 25 feet of any structure. Trees (landscaping) that violate this permit may be removed by BPA personnel at any time. 11. Damage to BPA property, resulting from your use, shall be repaired or replaced by BPA at its option. The actual costs of such repair or replacement shall be charged to and paid by you. 12. You should be aware that: (a) Immediate access may be required during power outages or other emergency situations resulting in the destruction or removal offences or structures on the right-of-way; and (b) BPA will NOT be liable for ANY damage to your property which might occur as a result of maintenance activities. 13. Other conditions may apply at such time as a Land Use Agreement may be granted. In addition to the above conditions the following will apply: • Bonneville Power Administration (BPA) imposes certain conditions on the use of the portions of this property encumbered by its high voltage transmission line right of way. lhere can be no structures built on BPA right of way; additional conditions may apply including the potential removal of trees and brush. Information regarding the permitting process for proposed uses of BPA's right of way may be addressed to the BPA Real Estate Office at (253) 631-9154 or 1-800- 836-6619. Landowners of Lots 10 through 13 must apply to BPA directly prior to use of the right of way. Please note that there are no structures allowed within the easement right of way. • CC & R's must indicate, as per this proposed Land Use Agreement, the following: Landowners of Lots IO through 13 must apply to BPA directly prior to use of the right of way. • Any playground equipment should maintain a 20-foot distance to the conductors of a 230 K v line. • I note that BPA's access road crosses areas marked "Wetland Buffer" and "Wetland" on the plan sheets provided. BPA will continue to manage vegetation, as necessary, so as to keep open the BPA access road. This letter does not authorize you to begin eonstmction on BPA's easement held right-of-way. Upon receipt and approval by BPA of your final plans, BPA will be willing to issue a Land Use Agreement for the project. Thank you for your cooperation in this process. You may direct any communication to the address above or by contacting me at (253) 631-9154 or by cell at (360) 772-0294. Sincen,ly, wf!!ll~ {_) -Realty Specialist Enclosure: Application for proposed use ofBPA's right-of-way ' ' cc: Mr. Kulwant Sandhu 13989 SE 159th Place Renton, WA 98058 Mark W. Stiefel, P.E. Stiefel Engineering 22312 I 13th Ave. SE Kent, WA 98031 Owen Hille, P.L.S. Cramer Northwest, Inc. 945 North Central, Suite 104 Kent, WA 98032 Ms. Darcy Miller B-Twelve Associates, Inc. 1103 W. Meeker Street, Suite c Kent, WA 98032 MARK W. STIEFEL, P.E. CONSULTING• CIVIL ENGINEERING •PLANNING• PROJECT MANAGEMENT• WETLAND PERMITTING April 20, 2004 Trishah Bull, Planner II Current Planning Section, Land Use Services King County DDES 900 Oaksdale Avenue Southwest Renton, WA 98055-1219 Tel 206-296-6758 \11\!(~~ · .. ;UL;t-~ : .. ..'~J,JI.·· : .. iS~ (~[R\JICF)· Subject: Sandhu Preliminary Subdivision "Benson Trails" (L03P0027) Transmittal of Additional Information Requested Dear Trishah: Transmitted herein are copies of the additional information requested in your January 23, 2004 letter to the Applicant, Mr. Kulwant Sandhu for the proposed (Benson Trails) Preliminary Subdivision, parcel numbers 6199600282 and 619960000320. Specifically included are the following documents. I. 25 copies of revised Preliminary Subdivision Plan (Stiefel Engineering) 2. 25 copies of revised Preliminary Drainage/ Utilities Plan (Stiefel Engineering) 3. 25 copies of Tree Preservation Plan with Recreation Area Details (Stiefel Engineering) 4. Two copies of Expanded Drainage Downstream Analysis (Stiefel Engineering) 5. Two colored copies of 8-1/2" by 11" Recreation Space Exhibit (Stiefel Engineering) 6. Two copies of Letter from Department of Energy (Bonneville Power Administration) regarding design of storm drainage improvements within BPA right-of-way. (A copy is also included within the Expanded Drainage Downstream Analysis The following information is being completed and will be transmitted by April 281h, with your perm1ss10n. 7. The Renton School District is providing information regarding Pedestrian Walkways. Additional information will be added describing the condition of the walkways. 8. The Applicant's Title Insurance Company has researched information regarding status of SE 1841h Street right-of-way. We expect to receive the information this week. We will provide a copy to you as a separate transmittal. The Owner will then contact the individual property o"ners to discuss the right-of-way limits and potential for dedication. Since~e;? /P(& Mark W. Stiefel, P. Enclosures: Cc: Kulwant Sandhu, Applicant Owen Hille, PLS, Cramer Northwest Darcey Miller, B-Twelve Assoc C:\winword\22802 Sandhu\DDES resubmittal letter 3.doc 22312 113th AVE. S.E. KENT, WASHINGTON 98031-2651 TEL: (253) 854-7472 CELL: (206) 300-5853 FAX: (253) 854· 1575 ~ MAl;;;t~ s~~~;ng@msn.co(V ·@ King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 (206) 296-6600 TTY (206) 296-7217 Alternative formats available upon request Drop-Off Cover Sheet for Land Use Services Division *"*********"***H********•** IMPORTANT ***"'******•••**************** PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS Date Received by LUSD Project No.: /~ ~ :3 e;:f pz '/ '/ Project Name: , ~ ~P//:?.Yd'/C/ ~I '·· FROM: ,234-~ {L) c.5 77~?,-r, Company Name I Col)!gct Pers9.D --:/ , / /u~ Telephone No.: ,?:7-i?, ,J:Y-~ ~Z:Lc- TO: ZS~ gyc::£ ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat / Plats Please specify item(s) dropped-off: ~tv6//&S: -!;J:.is' Qp~ ;E;,/f4"7M;c;;/ , Lot Line Adjustment Permit Please specify item(s) dropped-off: Right of Way Permit Please specify item(s) dropped-off: Clearing / Grading Permit Additional information requested; please specify item(s) dropped-off: Other: • _ _. I ,, ,j, . i ill d ·:e1 ·,1 , , ' .. )' ------------------------------------- PLEASE NOTE: All drop-off item(s) will be Jogged into the computer under the project number, therefore, it is important that the top portion of this form is completed properly before you drop-off anything. Assistance in finding a project number can be provided by speaking to a Land Use Services Division Person of the Day (POD) or the Zoning/Land Use Technician. Your cooperation is important. Thank you. LUSD Drop-Off Cover Sheet lg-cvs-dropoff.pdf 05-30-2002 Page 1 of 1 ® King County · Department of Development and Environmental Service$ 900 Oakesdale Avenue SW Renton, WA 98055-1219 January 23, 2004 · Kulwant Sandhu 13989 SE 159th Place Renton, WA 98058 RE: Notice of Request for Additional Information or Studies Application No. L03P0027 -Sandhu Preliminary Plat Date Filed: October 13, 2003 Date of Complete Application: December 16, 2003 Dear Mr. Sandhu: The purpose of this letter is to notify you pursuant to Ordinance 12196/King County Code Title 20, that the Land Use Ser.vices Division is requesting additional information and/or studies to complete the review of your project. The information is described on the enclosed plat screening transmittal. When submitting the requested information, include a copy of the plat screening · transmittal and retain a copy for your records. Provide a cover letter, which lists how each item, was addressed. Any clarification or explanation of the submittal can also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental. Ser.vices Land Use Services Division ATTN: Trishah Bull, Planner II, Current Planning Section 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 If the submittal is hand delivered, submit at the address above. Your application is on "hold" from the date of this notice, until the date you are advised that the additional information satisfies this request, or 14 days after the date the information has been provided. You will be notified if the Division determines that the information is insufficient. Please note that the supplemental information required after vesting of a complete application shall not affect the validity of such application. MAIN FILE COPY The deadline for the submittal of the necessary information is April 22, 2004. In the event you feel extenuating circumstances exist, which may justify an extension of this date, you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. If possible, please submit all of the information in one package. If you have any questions, regarding the additional information or the submittal deadline, please call me at (206) 296-6758. Sincerely, . ~,~cl?)~ ~ah Bull, Planner II Current Planning Section, LUSD Cc Mark Stiefel, P.E., 22312113th Ave SE Kent, WA 98031-2651 Pete Dye, P.E., Senior Engineer, Engineering Review Section, LUSD Kim Claussen, Planner III, Current Planning Section, LUSD Application File ·- , . <® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale A venue Southwest Renton, Washington 98055-1219 Please submit ten (10) copies of the following unless otherwise noted: Recreation Space ... Provide a conceptual recreation plan indicating the type of improvements (i.e. sport court, play structure, benches, landscaping, etc.) proposed. For developments of five to twenty-five dwelling units, one of the recreation facilities listed shall be provided in addition to the tot lot or children's play area: a. playground equipment; b. sport court; c. sport field; d. tennis court; or e. any other recreation facility proposed by the applicant and approved by the director. Pedestrian Walkways Provide an evaluation of walking conditions for pedestrians and children who will attend schools. Include a map showing the locations for elementary, junior high, and. senior !ugh schools, and an inventory of existing walkways and bus pickup locations. Also provide a summary of how your proposal complies with RCW 58.17.110 regarding appropriate walking conditions for school children. Site Plan 1. Revise the preliminary plat map to clearly show all property ownership adjacent to the south. property line. Label and dimension the public road right-of-way for SE 184th Street. Also identify the private tax lots which extend across a portion of the plat frontage on SE 184th Street (i.e. parcels 3323059042/036). Since portions of the frontage are located within private property, your plat application must demonstrate you have legal rights to complete the road and. drainage improvements along SE 1841h Street. Please research this issue and provide all applicable road easements or other documents which demonstrate your ability to construct the required frontage improvements. It is re.comlliended that you contact the property owners to determine if right-of-way can be dedicated across the plat frontage. 2. Regional Utility Corridors: Please include the Bonneville electrical transmission utility corridor in a tract as specified per King County Code 21A.12.140, Setbacks from regional utility corridors: A. In subdivisions and short subdivisions, areas used as regional utility corridors shall be contained in separate tracts. B. All structures shall maintain a minimum distance of five feet from property or easement lines delineating the boundary ofregional utility corridors, except for utility structures necessary to the operation of the utility corridor or when structures are allowed by mutual agreement in the utility corridor. Drainage 1. Additional information is required to satisfy all requirements for preparation of a downstream drainage analysis. A detailed offsite drainage analysis must be prepared to address all five tasks outlined on pages 2- 1 Oto 2-13 in the King County Surface Water Design Manual (K.CSWDM). The offsite analysis should be prepared as a separate document and not be sorted within a Technical Information Report which is not required during preliminary review. The following is a summary of several drainage issues which require further evaluation. Task I -Study Area Maps: Prepare onsite drainage basin maps based upon field topography to identify all subbasins within the subject property. For upstream and downstream areas, prepare sub basin maps using best available topography (available from City of Renton) to map the offsite drainage basins. Label the approximate acreage of all sub basins and identify the direction of drainage flow. Task 3 -Field Inspection: Based upon a site visit by King County, the surface water conveyed by the 12-inch culvert beneath SE 1841h Street drains easterly in the roadside ditch rather than southerly, as described in the offsite analysis. The roadside ditch drains easterly approximately 250-feet before entering a small closed. depression of ponded water. Please update the offsite analysis and drainage system table to accurately · describe the downstream flow path and/or demonstrate that a southerly open channel drains from the 12-inch culvert. It' is recommended that the downstream property owner be contacted to discuss the historical .scr LF/PlatSCR.Sub 2/24/98 clc • • ' drainage pattems and gain property access for inspection of the closed depression and potential overflow route. The downstream flow path must be.accurately plotted on maps with best available topography or detailed vicinity maps such as Kroll Maps, to show all flow paths and drainage courses extending from the site to Soos Creek. The Level One Analysis must include any relevant reports from the Auria Woods subdivision and accurately map the location of the stream corridor adjacent to Aura Woods which receives storm water from the subject property. Copies of the final engineering plans from Auria Woods may be helpfulto supplement the downstream mapping. Task 4 -Drainage System Description: Update theDrainage System Table to include all conveyance systems including the easterly flow path along the roadside ditch on SE 184th Street. Complete the table by providing information on potential problems for any weak points in the drainage flow path. Include a written description of potential capacity problems related to the 12 inch culvert beneath SE 184th Street and the easterly small closed depression and whether or not upgrades may be needed to accommodate any undetained overflow from the proposed detention ponds. All potential drainage problems should be described using the definition of problem types as described on page l-20/2lin the drainage manual. Task 5 -Mitigation: Provide a summary regarding existing or potential problems and the proposed drainage mitigations to prevent downstream problems. Include a description of any proposed drainage improvements including the proposed storm water detention design standard and discuss why the project will or will not aggravate existing downstrflam problems or create new drainage problems. 2. As noted on the conceptual drainage plan for the project, lots 2-13 are proposed for individual collection systems with direct discharge to the wetland. Please note that all post-developed storm water must be detained for flow control and treated for water quality with the exception of small bypass areas as allowed by the drainage manual (See SWDM page 1-36). Based upon the bypass criteria, it is anticipated that a .much smaller area of the plat will bypass the drainage facilities; therefore, it is recommended that the conceptual drainage plan be revised to show a smaller area draining to the wetland. Based upon preparation of a map for onsite sub basins, you may want only the backyards ofseveral lots draining to the wetland. 3. As shown on the preliminary plat, a storm drainage tract is proposed within the Bonneville Transmission Line Right0 of-Way. To determine if the proposed drainage facilities are acceptable in this location, please contact Bonneville and provide a letter from their office indicating their approval of the drainage facility location. Revised Preliminary Plat: Provide 25 copies of a revised preliminary plat, as necessary, as a result of the referenced requests for additional information. Include 2 copies on legal0 size paper. As a result of the reviewofthe information,.additional information (studies, revisions, etc.) maybe requested at a later date. Further evaluation of these issues may result in the reconfiguration/reduction in lots . . .scr LF/PlatSCR.Sul> 2/24/98 clc • Kathy Keolker-Wheeler, Mayor January 13, 2004 Attn: Trishah Bull DOES -Land Use Services Division 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 CITY cJI RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator L03P0027 JAN 2 ··_ ><ii,, • '·· ... C..,'J. KIW3 COUNTY iJ\ND USEc SERVICES SUBJECT: SANDHU SUBDIVISION, NOTICE OF APPLICATION, FILE #L03P0027 Dear Ms. Bull: Thank you for the opportunity of reviewing and commenting on this project proposal. Renton' s Planning/Building/Public Works Department comments are as follows: I. This project is located within the Soos Creek Water and Sewer Area. 2. This proposed development is located within Renton's Potential Annexation Area. Therefore, we request that any improvements (roadway widening and pavement section, curb, gutter, sidewalk, street lighting, etc.) to existing SE 184th Street abutting the development site and the new street and cul-de-sac within the development site, be constructed to City of Renton standards. Sincerely, ~Aef( ? /1,#/#e(~ Gregg Zimmerman, Administrator Planning/Building/Public Works Dept. cc: Neil Watts Jennifer Henning Lys Hornsby Sandra Meyer MAIN FILE t:OPV ff) H:\Fi\c Sys\ADM-PBPW Adminst.-ation\ADM. 03 -Correspondence\SEPA Liberty Grove Short Plat.doc\cor ~R £ N T Q N 1055 South Grady Way-Renton, Washington 98055 ...:I\. AHEAD OF THE CURVE W Tllis paper contains 50% re,cycled material, 30% post consumer DATE: TO: CC: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM January 2, 2004 Jim Gray/Fire Department 1 Lys Hornsby/Utility Systems '!J Sandra Meyer/Transportation Lesley Betlach/Parks Director Gregg Zimmerman; P/B/PW Administrator Jennifer Henning; Development Planning King County DDES Notice of Application File# L03P0027 Sandhu Subdivision Enclosed is a copy of the subject Notice of Application. Comments may be submitted in writing to King County DOES. Please see enclosed notice for details. Please provide comments to Gregg's office in a timely. Enclosure DATE: TO: CC: FROM: SUBJECT: C ( , I' . \ \ . . "' .:-;., CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM January 2, 2004 Jim Gray/Fire Department Lys Hornsby/Utility Systems Sandra Meyerffransportation Lesley Betlach/Parks Director Gregg Zimmerman; P/B/PW Administrator Jennifer Henning; Development Planning King County DDES Notice of Application File# L03P0027 Sandhu Subdivision Enclosed is a copy of the subject Notice of Application. Comments may be submitted in writing to King County DDES. Please see enclosed notice for details. Please provide comments to Gregg's office in a timely. Enclosure / I ! DATE: TO: CC: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM January 2, 2004 Jim Gray/Fire Department Lys Hornsby/Utility Systems Sandra Meyer/Transportation Lesley Betlach/Parks Director Gregg Zimmerman; PIB/PW Administrator Jennifer Henning; Development Planning King County DDES Notice of Application F11e # L03P0027 Sandhu Subdivision .. RECEIVED JAN -5 2004 transpvr:a!ic:n Sy.stl:!rns D1v Enclosed is a copy of the subject Notice of Application. Comments may be submitted in writing to King County DDES. Please see enclosed notice for details. Please provide comments to Gregg's office in a timely. Enclosure ® Department of Development md Environmenlal Servkcs Lind Use S«vices D1vbion 900 Oakesdale AvcnLIC Southv,c:st RCTiton, W11Shington 9805S-l219 Applicant: Kulwant Sandhu 13989 ·SE 159"' Place Renton, WA 98058 N!tice of Application File #: L03P0027 -Sandhu Subdivision DDES Planner: Trishah Bull Planner Telephone No.: (206}296.6758 Date Application Filed: October 13, 2003 Date Determined Complete: December 1, 2003 (Type 3) Project Location: The property is located at 12044 SE 184• Street, approximately 300 feet east of the SE i'8<11' :Street and 120'1' Aven~e'SI:! intersection. Project Description: · Subdivision of approximately 6. 27 acres into 17 lots for the development of single, f<lmily ~hed .and resi®Ces in the Rc6,S0 zone. The. average lot area is ,q,prOJtimarely 3,SOO•squarefeet. · Permits reqll!lSi~d. in th;is application: Formal Plat Relevant enviromnental docnments are available at the address below: Drainage study, env. checklist Development reguliitiorts to be used for project mitigation, known at this time: KCC 21A, including sensitive area regulations, road standards, and 1998 Surface Water Design Manual Consistency with applicable County plans and regµlations: This proposal will be reviewed for compliance with all applfo!lllle &u,g County €odes, including those noted above Other permits JIOt. incll.:1.de~--in this application, known at this-time: None at this-time A public hearing before the King County Hearing Examiner is required for this application. Notification of the public hearing date will occur approximately 30 days prior to the scheduled hearing date. The Department of Development and Enviromnental Services (DDES) will issue a report and recommendation to the Hearing Exanainer two (2) weeks prior to the scheduled public hearing. Following the close of the public hearing, the Hearing Exanainer will issue a written decision which may be appealed to the Metropolitan,King County Council. Details of the appeal process will be included in the notice ofrecommendation. Any person wishing additional information on this proposed project should contact the planner at the phone number listed above. Written comments may also be submitted to DDES. You may review the application and any environmental docnments or studies in our Renton office. NOTE: If you require this material in braille, audio cassette, or large print, please call (206) 296,6600 (voice) or for hearing impaired (206) 296-7217 (TTY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale A venue Southwest Renton, Washington 980S5-1219 Mailing Date: December 30, 2003 ==================================================~==== Please send me notification of the public hearing and other official notices concerning this application. File No. L03P0027 -Sandhu Subdivision ( Please print) Name: _________________________________ _ Address: ________________________________ _ ------------------Telephone No.: -------- .11--.-,r:,.,...=:::=-· """"-lKl ...... .,.__, ... IIOWJIN ... llJIIIII ....... ___ y_ . ..._ ..... .... ,IJ,l':Jldll11:iD S.1JOli/A1JflS ,. ~: .. ' .NN:JN111W_. '.l.LVDID :tN%I ~,r,A "UJ'J' J ltJJml 'IUJIDI( r;r dII/SIU~ 'n JfDUjff .ii ',/1 -_.'JI JlJl.J. ilO .,./I TS ZIU Jll Al!'il'1 ;JHTl.1DJliwurS: - AZ,ums I.US 1Y:J!HaY2IOOdCU l' ailb ,: ' •: ;;. ,,1:i: ± l: I lll!:I •. .i.:3 S :fnNS.i r II.I.OZ J ... ~-., .. -;.-...,·.;;..,;-;;..;_,,;~:;.;;. ""'! 3;_::-._1,-:. . , ...... ··-··,,,. ""' ! 27 • "!n Al -,..'11,a ·•.,., ,i.nos .l>S•.<'11":>5 --'°""''"" ,or -on,.-'H:ro .... .,,.,..., ~..V,yr,,.. _,.., __ ,..,.,.. <..,) -~ r-....i .. , •• ,P1 ... r1 ,. (looatJ ---=J ff-va"""" ... ,,.,.,..,.,....,..,SN I I II! -, , p I 1K ! • 1111 ,,1 1,1•1 11 · I • 11l111i11 ,! 111 -l11j!pt1 11'1'·11! Ir! !1111 - I n m =~ )~:~~:i~ CC t Cc t! ~~i!¥. ~::~ ~ ~~ ' ... ::.~ i;I -ri!J 1 1111 1i ~ t ~li•l1 ! i11l 11 11 ! lil11 Ill ~ ! I !Iii·'• ~-~::r~ ti! ~~~~~l~)=:!. i m Pn !!!l ........... I I 11d ~i ~II n 11 11ij1 1m, 1,I ,, I --.-~ ii • I I ' iF----.~~. :i ,;,_ ---···--·- ' K.C. D.D.E.S . I I ~'~) CITY OF RENTON -:::!!: ,T "-> Planning/Building/Public Works 1055 South Grady Way -Renton Washington 98055 ~ :;~,; .. --:-c i~ ~ '--~ ~ '·"""..i:..· .. ;:.· :':~ r-".i~···" I '-'*> .~ ·f ~' j JU is;; 4 ",;~~{'.·~: \ \ ' ·' i' a: ~~~ 01 17 04 ' f t ~ p a'nm EI $ E ~ V,A, \~a\ ATTN: TRISHAH BULL DOES -LAND USE SVCS. DIV. 900 OAKESDALE AVE SW RENTON, WA 98055-1219 ' L \ .. .:: !"'\ <.!'> Cl L ,:::i 1·· >:: ::;: t··1 f::· ·:~ i!:!I () :i,:: ~:: II ,I "I, ,I, II,,, ,1,1,, I, I"', 11, ,I ,I", 11, ,l ,\I\,'·' I I,, ,l,,, l l (i) Thi~ ~~tains 50% recycled papef. 30% post-consumer ~,()~ PRELIMINARY PLAT FOR SANDHU KUL WANT ~I:' ~Ov. Permit Approval Conditions Document ~ .(;.-1'c.-O 1 ~ ~ Fire System Review ~ C'Ou (J Tracking Number: L03P0027 Iii ~)'}' The following conditions apply to the Fire Engineering approval of the above referen d preliminary plat: AA02 MUDD Any questions regarding the fire review of this plan should be directed to: Bill Mudd, Fire Engineer Telephone: (206) 296-6785. FHOI FIRE HYDRANT W ATERMAIN PERMITS A separate permit is required for the installation of water mains and/or fire hydrants. Submit three (3) copies of drawings and specifications to DDES Building Services Division Permit Service Center for a permit application. Review and approval by Fire Engineering Section is required prior to installation. Plans shall include, but are not limited to; pipe sizes, pipe type, valves/fittings, thrust blocks and/or rodding and material listings. Fire hydrants shall be installed per K.C.C. Title 17 Watermains shall be installed and tested per A WW A standards and/or NFP A#24 (ST AND ARDS FOR PRIVATE FIRE HYDRANTS AND W ATERMAINS); as applicable. Ref. 1001.4 UFC NOTE: UNLESS SPECIFICALLY NOTED, ANY WATERMAIN OR FIRE HYDRANT DETAILS ON BUILDING PLANS/DRAWINGS HA VE NOT BEEN REVIEWED OR APPROVED. FH74 PRELIMINARY PLAT APPROVAL Preliminary Fire Engineering approval has been granted based upon the following information provided. To obtain final Fire Engineering approval, the following item(s) must be submitted, reviewed and approved: I. Certificate of Water Availability. (Provided by appropriate water purveyor). Valid one year from date of signature. Minimum acceptance flow shall be 1000 gallons per minute at 20 pounds per square inch residual pressure. II. Three copies of plans indicating: A. Fire hydrant(s) location -measured by vehicular travel distance. (K.C.C. Title 17) Residential 1. 700 ft. maximum spacing. 2. Not more than 350 ft. from each lot. B. Watermain placement (K.C.C. Title 17) I. Source (i.e.) supply connection. ~ Page I of2 MAIN FILE. COPY Fire Systems Review Approval Conditions . ' 2. Main sizes identified. C. Fire access roads Ref. UFC 902.2 I. Minimum 20 ft. wide unobstructed -13'6" vertical clearance, unobstructed. All-weather surface, able to withstand 25 tons. 2. Fire access roads in excess of 150 feet (dead-ends), must have a tum-around area. Required turn-arounds must be a minimum 80-foot diameter. 3. Fire access roads must provide 20-foot minimum inside turning radius and 40 outside turning radius when said roads change direction. 4. Fire access roads shall not exceed 15% grade. 5. The required width of any fire apparatus access road shall not be obstructed in any manner, including parking of vehicles. Minimum required widths and clearances established under this section shall be maintained at all times. D. Marking when required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction thereof or both. Ref. UFC 902.2 FH77 FINAL PLAT APPROVAL Final plat approval requires an inspection and approval of the fire hydrant and water main installation by a King County Fire Inspector, prior to recording. Call (206)296-6615; after a permit to install has bee obntained from DOES; Fire Protection Engineering. Fire Systems Review Approval Conditions Page 2 of2 • MA#W. ~TIEFEL, P.E. CONSULTING• CIVIL ENGINEERING• PLANNING• PROJECT MANAGEMENT• WETLAND PERMITTING November 13, 2003 Trishah Bull, Planner II Current Planning Section, Land Use Services King County DOES 900 Oaksdale Avenue Southwest Renton, WA 98055-1219 Tel: 206-296-6758 Subject: Sandhu Preliminary Subdivision "Benson Trails" (L03P0027) Transmittal of Application Documentation Dear Trishah: Transmitted herein per your request are copies of the revised Preliminary Subdivision Map for the proposed Sandhu Preliminary Plat (Benson Trails), parcel numbers 6199600282 and 619960000320. Some of the information you requested in your November I 0, 2003 letter was shown on the previous submittal. The Number of Lots, units, and proposed density were clearly shown on the Plat Map and accompanying documents. • Existing onsite structures shown on map are per field survey • A total of lLlots were shown. • The transmittal letter identified the lots are for single-family-detached use. • The proposed density was shown within the Code Analysis Table as: Average Lot Size= 3,508 s.f As requested in your November I 0, 2003 letter we have added the following information to the Cramer Northwest, fuc. Preliminary Subdivision Map. • Proposed Use: Single-Family-Detached (shown above "Code Analysis Table") • Added note that "existing onsite structures will be removed" • Added other structures located within l 00 feet of property lines Should you have questions, please contact me at (253) 854-7472. Sincerely, -:7 . /-~c~~--=c~~- Mark W. Stiefel, P.E. Cc: Kulwant Sandhu, Applicant Owen Hille, PLS, Cramer Northwest Darcey Miller, B-Twelve Associates C:\winword\22802 Sandhu\DDES resubmittal letter 2.doc 22312 113th AVE. S.E. KENT, WASHINGTON 98031-2651 TEL: (253) 854-7472 CELL: (206) 300-5853 FAX: (253) 854-1575 (f) EMAIL: stiefel_eng@msn.com "/,..{;, MAIN FILE COPY l ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 November 10, 2003 Kulwant Sandhu 13989 SE 159 .. Place Renton, WA 98058 RE: Notice of Incomplete Application -File No, L03P0027 Sandhu Preliminary Subdivision Dear Mr. Sandhu: The purpose of this letter is to notify you.that on November 10, 2003 the Land Use Services Division detennined that the above-referenced application is incomplete under the current requirements for a complete application as specified in King County Code 19A and 20. This initial determination is intended and used only for the purposes of determining the vesting date and for applying the time period est;lblished in the Code. The following information is needed for this application to be considered complete: • The following must be shown on the preliminary plat map: 1. Number oflots, units, and proposed density. 2. Proposed use (i.e. townhouse, single family detached). 3. Show all existing structures and parcels in their appropriate locations both within the proposed subdivision and within 100 feet of the boundaries of the proposed subdivision. Indicate whether or not the on-site structures will be removed or relocated. Land Use Services Division will keep your application "on hold" pending receipt of the above information. Pursuant to KCC 20.20.0SOE, if all of the requested information is not received by February 9, 2004, your application will be canceled. No time extensions will be granted. Should the application be canceled, you will be required to submit a new application. If you have any questions concerning the above matter, I can be reached at 206-296-6758. , . L03P0027 -Sandhu Plat i'age Two Sincerely, ~~~ whah Bull. Planner Il Current Planning Section, LUSD cc: Mark W. Stiefel, P.E., Steffel Engineering 22312113 1 • Ave SE Kent, WA 98031 Kim Claussen, Planner III, Current Planning Section, LUSD Pete Dye, Senior Engineer, Engineering Review Section, LUSD Application file ® , t·:c:; ?"' I!::: f\ :: r> D le.\, ·~ , --·. II King County _ _ , ·-· Department of Dev O n~CV l i ZOui and Environmental Services Building Services Division ,< (·, O.l).E;.,S.. 900 Oakesdale Avenue Southws~· "'~ Al t' f ·1 Renton, Washington 98055-1219 terna 1ve ormats ava1 able L~ l"A 206-296-6600 TTY 206-296-7211 . \ ...... -" upon request 7'1: .. Drop-Off Cover Sheet for Building Services Division LJ) ~~,-.,..,,.,,,;;,,. Return this form and related submittal items to the King County Building Services Division Permit Center. If you have any questions, please call 206-296-6600. This slip MUST accompany all submittals of additional information to King County Building Services Division. SUBMITIALS WILL NOT BE ACCEPTED WITHOUT THIS COMPLETED FORM. KING COUNTY TRACKING NUMBER: L V 0 Cr:202 L PROJECT NAME: ,_::; ,MLPM.) ,PQ:;f ?P:J(//uAT"'~ "?o/327/f//_5'/a;;,i:_) ADDRESS OF PROJECT: e~¥d HY960CJ02 er/-<;(.,/,C/.9°ff?CJO -'5',?".-D ANY QUESTIONS ABOUT THIS ADDITIONAL INFORMATION SHOULD BE DIRECTED TO: NAME: a-/G!z-z w . :";-/'~ , r £-, . l ) FIRMNAME: ~Or~:_ /:&W~"'?I'AO:; PHONENUMBER:($5'3 £$;/ -:?~;?c:? MAILINGADDRESS: ::z:v.::z //:;-~~f-:. CITY,ST&ZIP: mrmA 9<f.,P~;/ V ' r STATE THE SCOPE OF ANY CHANGES OR DEFINE THE ADDITIONAL INFORMATION PROVIDED WITH THIS DOCUMENT. ~If£ ;~R di=' z~dr~RECEIVEO NOV 1 9 2003 DOCUMENTS SUMITIED (LIST ALL DOCUMENTS AND THEIR QUANTITIES): ITEM QTY DESCRIPTION 1 2 3 4 5 6 Check out the DDES Web site at www.metrokc_govlddes BSD Drop-Off Form b-cvs-dropoff.pdf 05-19-03 Page 1 of 1 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 November 10, 2003 Kulwant Sandhu 13989 SE 159"' Place Renton, WA 98058 RE: Notice of Incomplete Application File No. L03PQQ27 Sandhu Preliminary Subdivision Dear Mr. Sandhu: The pmpose of this letter is to notify you that on November 10, 2003 the Land Use Services Division determined that the above-referenced application is incomplete under the current requirements for a complete application as specified in King County Code 19A and 20. This initial determination is intended and used only for the purposes of determining the vesting date and for applying the time period established in the Code. The following information is needed for this application to be considered complete: • The following must be shown on the preliminary plat map: I. Number of lots, units, and proposed density. 2. Proposed use (i.e. townhouse, single family detached). 3. Show all existing structures and parcels in their appropriate locations both within the proposed subdivision and within 100 feet of the boundaries of the proposed subdivision. Indicate whether or not the on-site structures will be removed or relocated. Land Use Services Division will keep your application "on hold" pending receipt of the above information. Pursuant to KCC 20.20.050E, if all of the requested information is not received by February 9, 2004, your application will be canceled. No time extensions will be granted. Should the application be canceled, you will be required to submit a new application. If you have any questions concerning the above matter, I can be reached at 206-296-6758. LF\N~Inc-A.ltr.doc 11/25/98 clc @ L03P0027 -Sandhu l Page Two Sincerely, l~~~ Current Planning Section, LUSD cc: Mark W. Stiefel, P.E., Steifel Engineering 22312113'•AveSE Kent,WA 98031 Kim Claussen, Planner III, Current Planning Section, LUSD Pete Dye, Senior Engineer, Engineering Review Section, LUSD Application file LP\N-Inc-A.ltr.doc 11/25/98 clc ® REQtl.EST .FQR. King County Dept. of Development and Environmental Services Land Use Services Division 900 Oakesdale A venue Southwest Renton, WA 98055~ 1219 SC:ff88~.-.... INl9RMATI9N PREU,JM·I.NARY PLATS DATE: October 17. 2003 TO: Renton School District FM: Kim Claussen, Project Manager Ill ~ RECEIVED OCT 2 3 2003 RE: Proposed Plat of Sandhu Kulwant ________ TRANSPORTATIONOEPT LUSD File No: L03P0027 The Land Use Services Division (LUSD) has received an application for a subdivision in your District. Enclosed is a copy of the plat map received by the Land Use Services Division on October 13, 2003" In order for us to adequately evaluate this proposal, provide the most accurate information to the public, and for LUSD to serve the School District better, please provide us with the following information: Which schools do you anticipate the students living in this subdivision would attend? Elementary r)e,V\,-0]/Y) lGJJ Jr. High/Middle l,),z Q . ( •. , Sr. High \ :\Alcll( ~\ Will the students walk or be bussed to these schools? Elementary OK- Jr. High/Middle----08,.=,l.k'\~-------------------- Sr. High._~tA.)~\-~~--------------------- lf the students will be bussed, where do you anticipate the bus stops will be located? If that information is not available at this time, currently, where are the closest bus stops located to this site? Elementary_8-~-----,,------,----------------- Jr. High/Middle /W..J0. .J.. /J.(f/ ~ /N < ~ Sr. High. _________________________ _ Other Comments: -------------------------- Please complete this form and return it by November 14, 2003 to the address below. If you have questions regarding this proposal, please call Trishah Bull at (206) 296-6758. Thank you. King County Department of Development and Environmental Services Land Use Services Division ATIN: Trishah Bull, Planner 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Form96/SPRS/ReqSchol.Inf clc 1/6/2000 MAIN FILE COPY ® King County Department of Development and Environmental Services OAK-DE-0100 900 Oakesdale Avenue Southwest Renton, WA 98055 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 :;.1< C r<, <I> -· ~ C ,..._. __ ,.. . .....-::-:: :~:-J . I .. ' (_,_· CJ1 CJ1 CPLN/ellTe4L '3 e.c, 'S'S~ \ 'a\ '3 11, 1,, I,, I, II,,,, I, I,, l, I,,,, fl,, I, I,,, I 11, I,, I, I,, I, i,,,, i, I I ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 December 16, 2003 Kulwant Sandhu 13989 SE 159th Place Renton, WA 98058 RE: Notice of Complete Application for Application Time Periods Application No. L03P0027 -Sandhu Preliminary Plat Date Filed: October 13, 2003 Dear Mr. Sandhu: The purpose of this letter is to notify you that on December 1, 2003 the Land Use Services Division determined that the above-referenced application is complete under current requirements for a complete application. This initial detennination is intended only for the purpose of applying the time periods for permit processing specified in King County Code 19A and 20. Supplemental information may be requested by the Division, as necessary, for the continued review of your application. Our goal is to process your application within 120 days. However, the complexity and level of analysis required to review your project and available staff resources will affect the actual review time. The time line can also be impacted by one or more of the following: • any request made by the Division for additional information • changes or revisions requested by the applicant • mutually-agreed-upon requests to stop the time clock • preparation of an Environmental hnpact Statement • failure to post the property • resolution ofland use decisions appeals If you have any questions about your application or the posting requirements, please contact me at (206) 296-6758. Sincerely, nshah Bull, Planner Current Planning Section Letter,frm/NCA-ATP.ltr 9/12/97 mh MAIN FILE COP' cc: Mark Stiefel, P .E. 22312 113 1 h Avenue SE Kent, WA 98031-2651 Kim Claussen, Planner ill, Current Planning Section, LUSD Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD Application file Letter.frm/NCA-ATP.ltr 9/12/97 mh ® King County Dept. of Development and Environmental Services Land Use Services Division 900 Oakesdale A venue Southwest Renton, WA 98055~1219 DATE: October 17, 2003 TO: Renton School District FM: Kim Claussen. Project Manager m ~ RE: Proposed Plat of Sandhu Kulwant _______ _ LUSD File No: L03P0027 The Land Use Seivices Division (LUSD) has received an application for a subdivision in your District. Enclosed is a copy of the plat map received by the Land Use Seivices Division on October 13, 2003" In order for us to adequately evaluate this proposal, provide the most accurate infonnation to the public, and for LUSD to seive the School District better, please provide us with the following infonnation: Which schools do you anticipate the students living in this subdivision would attend? Elementary _________________________ _ Jr. High/Middle. ______________________ _ Sr. High-------------------------'-- Will the students walk or be bussed to these schools? Elementary _________________________ _ Jr. High/Middle ______________________ _ Sr. High ________________________ _ If the students will be bussed, where do you anticipate the bus stops will be located? If that information is not available at this time, currently, where are the closest bus stops located to this site? Elementary _________________________ _ Jr. High/Middle ______________________ _ Sr. High _________________________ _ Other Comments: __________________________ _ Please complete this fonn and return it by November 14, 2003 to the address below. If you have questions regarding this proposal, please call Trishah Bull at (206) 296-6758. Thank you. King County Department of Development and Environmental Seivices Land Use Seivices Division ATTN: Trishah Bull, Planner 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Form96/SPRS/ReqSohol.Inf olc 1/6/2000 . MAIN FILE COPV@ MINUTES OF THE MAY 12, 2005, PUBLIC HEARJNG ON DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FILE NO. L03P0027. 1 Peter T. Donahue was the Hearing Examiner in this matter. Participating in the hearing were Trishah Bull, Peter Dye and Kris Langley, representing the Department; Aleanna Kondelis, representing the Applicant; and Ms. Eilers. The following Exhibits were offered and entered into the record: Exhibit No. l' DDES File No. L03P0027 Eltftieit }lg 2 DDES Preliminary Report dated May 12, 2005 Exhibit No. 3 Application received by DDES on October 13, 2003 -Exlrrnlt No. 4 1 Environmental Checklist received by DDES on October 13, 2003 Elthieit Ho. :'i Determination of Non-Significance dated April 22, 2005 flxlribit Ho. 6-Affidavit of Posting indicating January 24, 2004 as the date of posting and January 26, 2004 as the date the affidavit was received by DDES Exlribit No. 7 Preliminary Plat Map dated December 8, 2004 (Revised) Eltftieil No 8 Assessors Map: NW 33-23-05 la1thibit No. 9 Kroll Page 605 W '-la11liieit !>le. IQ Offsite Drainage Analysis (Revised) by Mark W. Stiefel, P.E., received April 21, 2004 ~ ,Exhibit No. 11 'Netland Analysis Report and Restoration Plan prepared by B-twelve Associates, Inc., l Received October 13, 2003 ~v (?vh.G\ccr.--fo:-\'1\_ F,~r~l FKf!, ~X{\fV\ ~ . -. TYPES 3 and 4 LOG SHEET (Format Plat, Rezone, Special Use, Shoreline Redesignation) FIIX l\"U:"v1BER: L03P0027 HEARING DATE(S): ~· :5,,_----L.;6..-':1...:ol:..:..,.A...,,l'.J=..!J'---- SANDHU KUL WANT SUBDIVISION CONTINUANCE HEARING DATE(S). ____ ----:. PROPOSED ORDINANCE No.,::#=c2?Ja.,C-0/ 9? PLAT/PROJECT NAME: PLAl\'NER: Trishah Bull ENGINEER: Pete Dye RELATED APPLICATION & FILE NO. A03P0237 APPLICATION FILED (date): 10/13/03 EXAMINER DECISION/REC: ________ _ COMPLETE APPLICATION (date): /,fl./; /LJ.3 APPEAL FILED: D NO D YES date: _____ _ A. COUNCIL ACTION: ________ ORDINANCE NO.: __ _ EFFECTIVE DATE: ------ HEARll\G DATE(S) _____________________________ _ I. D NOTICE OF APPEAL 2 D APPEAL ARGUMENTS (1) HEARil\"G EXAMINER'S ACTIONS l. D PREHEARING CONF. NOTICE 2. ~EARING NOTICE 3 D ?REHEARING ORDER 4 D CONTINUATION 5. ~EPORT 6 D RECONSIDERATION 7. D APPEAL SUMMARY & DDES STAFF ACTIONS l. D CONTINUATION NOTICE 2. "A REPORT date(s): ---+--- date( s J: _/./_,_,/~i=a.p-fo~S~-, date(s): ____ _ date(s): ---+--~ date(s) ~ Z D /,!)$-___ _ date(s): ------ date(s): ____ _ date mailed: -~-,---- date mailed: .,.5~/ ,,,l,;1i-'f)_),../f'--- 3. 4. 5. D ADDENDUM REPORT date mailed rJ . / ~RANSM!TTAL TO EXAMINER (POR's/DOCS/STUDIES) date sent· FAX io.;J.{ 'l.i f/£2 r ~RO POSED ORD!l\ANCE NUMBER EMAIL TO THE KC CLERKS OFFICE date sent: ..,~'-''f?<-<--~=.--~-~--- C) SEPA REQUIREMENTS / l. THRESHOLDDETERM!NATION: f)/t/S -/ DATEISSUED: d~s: 2. DATE soo· RADIUS/AGENCIES/PORS/STAFF SENT: __ £'.~'L~;.2-~~~=tt:)~~>----------- 3. APPEAL FILED: DYES ONO a. APPELLANTS: _____________ _ b. APPEAL ARGUMENTS: ----------- date received: _______ _ date received: -------- date received: -------- date received: -------- date received: -------- date received: -------- , L03P0027 6)PUBL1C NOTICE REQUIREMENT l. NOTICE OF APPLICATION a/ AFFIOA VIT OF POSTING/POSTING PACKAGE SENT /rl/20J:? 3 REC'D // c? 6 /tr~ b) LEGAL AD SEATTLE TIMES date(s) sent: t,zbm ){;3date published: p/; 7 ~ 3 () LOCALS date(s) sent: /.$,6//J,-? date published: 1r2,;Ji9/Jl., j date(s) sent: (d( /{?,() t@. i c) 500' RADIUS/AGENCIES/POR's/STAFF APPLICATION Date received: October 13, 2003 l. 2. 3. 4. 5. 6. 7. 8. D INTAKE CHECKLIST D APPLICATION FEE ~PLICANT DESIGN A TIOJ\ FORM .f LEGAL DESCRIPTION ~ssEssoR's MAPs, Nu 1 33-dJ-S: ~ERTIFICATE OF WATER AVAILABILITY ~ERTIFICATE OF SEWER AVAILABILITY ~RELIMINARY HEAL TH APPROVAL o c9nIFICATE OF FUTURE CONNECTION I 0. [ji"rIRE DISTRICT RECEIPT /.,JI 11. ITTITE PLAN/PLAT MAP )-rz> f> cJ 9. 12. ErLJGAL LOT PROOF -r,:, 1.-£ IJA,;/ZT I t,}.,A/?)2/)µ)',V .O.fELJ I 12#T 13. ~ENSITIVE AREA AFFIDAVIT 14. riNvIRONMENTAL CHECKLIST 15. WTRANSPORTATION CONCURRENCY t,,.J/ LT.<; TO RMT 16. [3-"'f£vEL ONE DRAINAGE ANALYSIS / . ..J.... R. 17. B'DTHER OEN9TY (?/Jl.6S ' 18. D WAIVER(S) ____________ _ /SJ. ADDITIONAL PLANS/MAPS ( -ri-J_1. CONCEPTUAL DRAINAGE PLAN ~ WETLAND MITIGATION PLAN C REVISION NO. I '-- (QREVISION NO. 2 Q/REVISION NO. 3 6. REVISION NO. 4 ~THERMAPS •! -z;5 ;>c,~4 J/.G V b). _________________ _ c) _________________ _ d). _________________ _ e) _________________ _ t) _________________ _ . --, L03P0027 &2PECIAL STUDIES 1. WETLAND/STREAM REPORT DA TES RECEIVED l~J 2. GEOTECHNICAL REPORT 3. TRAFFIC STUDY 4. WILDLIFE STUDY ~THER (document title) ~.P5CT,:!:: LJA'~.f 9 Z:c.,, ~ -?/,c::J Y I. 1. C.D, 2. 3. 4. 5. 6. 7. 8. 9. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. <® DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES LAND USE SERVICES DIVISION KING COUNTY, WASHINGTON PRELIMINARY REPORT TO THE HEARING EXAMINER May 12, 2005 -PUBLIC HEARING AT 1:30 PM DDES Hearing Room 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Phone: (206) 296-6600 PROPOSED PLAT OF SANDHU SUBDIVISION FILE NO: L03P0027 PROPOSED ORDINANCE NO: 2005-0199 A. B. SUMMARY OF PROPOSED ACTION: This is a request for a subdivision of 6.27 acres into 16 lots for detached single-family dwellings in the R-6-SO zone. The average lot area is approximately 3,500 square feet. See Attachment 1 for a copy of the proposed plat map. GENERAL INFORMATION: Owner/Developer: Engineer: STR: Kulwant Sandhu 13989 SE 159th Place Renton, WA 98058 425-269-7270 Cramer Northwest Inc. 945 N Central, Suite 104 Kent, WA 98032 253-852-4880 NW-33-23-05 Location: The site is located at 12044 SE 1841h Street, approximately 300 feet east of the SE 1841h Street and 120 1h Avenue SE intersection. Zoning: Acreage: Number of Lots: R-6-SO 6.27 16 Density: 2.6 units per acre Lot Size: Average size is approximately 3,500 square feet. Proposed Use: Single-family detached dwellings Sewage Disposal: Soos Creek Water & Sewer Water Supply: Soos Creek Water & Sewer Fire District: King County District #40 School District: Renton School District #403 Complete Application Date: December 1, 2003 Exhibit No. -!:1----- ltem No. Lcf{~co{J; Received 0 -/J-o;;:, King County Hearing Examiner Staffrpt/masters/PLATFMT.Oct 1997 C. D. E. HISTORY/BACKGROUND: The Subdivision Technical Committee (SIC) of King County has conducted an on-site examination of the subject property. The SIC has discussed the proposed development with the applicant to clarify technical details of the application, and to determine the compatibility of this project with applicable King County plans, codes, and other official documents regulating this development. As a result of preliminary discussions, the applicant presented the Technical Committee with a revised plat on December 8, 2004. The primary modifications include changing lot configurations to accommodate the wetland buffer, change in the configuration of the drainage tracts, and a change in the number of lots, from 17 to 16. THRESHOLD DETERMINATION OF ENVIRONMENTAL SIGNIFICANCE: Pursuant to the State Environmental Policy Act (SEPA), RCW 43.21C, the responsible official of the Land Use Services Division {LUSD) issued a threshold determination of non-significance (DNS) for the proposed development on April 22, 2005. This determination was based on the review of the environmental checklist and other pertinent documents, resulting in the conclusion that the proposal would not cause probable significant adverse impacts on the environment. Therefore, an environmental impact statement (EIS) was not required prior to proceeding with the review process. Agencies, affected Native American tribes and the public were offered the opportunity to comment on or appeal the determination for 14 days. The DNS appeal period will close on May 9, 2005. AGENCIES CONTACTED: I. King County Department of Natural Resources: No response. 2. King County Parks Department: The comments from this division have been incorporated into this report. 3. King County Fire Protection Engineer: Fire protection engineering preliminary approval has been granted. 4. Renton School District #403: The comments from this district have been incorporated into this report. 5. Soos Creek Water & Sewer District: The comments from this district have been incorporated into this report. 6. Washington State Department of Ecology: No response. 7. Washington State Department of Fish and Wildlife: No response. 8. Washington State Department of Natural Resources: No response. 11. Washington State Department of Transportation: No response. 12. METRO: No response. F. NATURAL ENVIRONMENT: I. Topography: The site is fairly level with a 2 percent average slope from the northwest to the south or southeast. The eastern portion of the site is primarily wetland, wetland buffer, and BP A Transmission Line Easement. 2. Soils: Two surfaces soils are found on this site per King County Soil Survey, 1973. Staffrpt/masters/PLATFMT.Nov99.doc clc 11/10/99 -2 - A@ -Alderwood gravely, sandy loam; 0-6% slopes. Runoff is slow and the erosion hazard is slight. This soil type has a moderate limitation for low building foundations due to a seasonally high water table, and severe limitations for septic tank filter fields due to very slow permeability in the substratum. AgC -Alderwood gravely, sandy loam; 6-15% slopes. Runoff is slow to medium and the hazard of erosion is moderate. This soil has a moderate limitation for foundations, due to a seasonally high water table and slope. It has a severe limitation for septic tank filter fields due to very slow permeability in the substratum. 3. Wetland/streams: A Wetland Analysis Report and Restoration Plan was prepared by B- twelve Associates, Inc. The report indicates that there is one large wetland on the site, two large wetland areas connected by a channel. The wetlands and their respective buffers shall be placed in a Sensitive Area Tract (SAT). The site lies within the Soos Creek drainage basin. 4. Vegetation: This site is primarily covered in pasture grasses. Scattered evergreen/deciduous trees and brush occur in limited numbers. 5. Wildlife: Small birds and animals undoubtedly inhabit this site; however, their population and species are limited due to nearby development. Larger species may visit this site on occasion. No threatened or endangered species are known to exist on or near the property. G. NEIGHBORHOOD CHARACTERISTICS: The site itself is made up of two parcels. The parcel located in the SW comer of the site is where most of the lot development will occur. The second parcel is primarily wetland, wetland buffer, and a BP A transmission line easement. Two houses, a garage, and a shed are located on the SW parcel; the remaining portion of the site is bare dirt or grass pasture. All of the existing structures will be removed with development. On all sides of the site, excluding the BPA transmission line easement, are parcels developed with single-family residences on lots that range from 9,720 square feet to 5 .17 acres. H. SUBDNISION DESIGN FEATURES: 1. Lot Pattern and Density: The zoning of the subject property is R-6-SO. The proposed subdivision appears to meet the base density, minimum density, minimum lot width, and minimum lot area requirements of the R-6-SO zone. 2. Internal Circulation: The proposed lots will be served by an internal street system with cul-de-sac that extends northerly from SE 184th Street. The onsite cul-de-sac shall be improved as an urban minor access street. 3. Roadway Section: As aforementioned, the onsite cul-de-sac street shall be improved as an urban minor access street. In addition, SE 184th Street shall be improved as an urban neighborhood collector along the plat frontage. The improvements shall include curb, gutter, and sidewalk along the north side of the roadway with the curb located at 16 feet from road center line. 4. Drainage: The Sandhu Subdivision is located in the Soos Creek basin. The site is subject to the Modified Level I flow control and Basic water quality requirements of the 1998 KCSWDM. Runoff from the onsite roadway and driveways will be collected and discharged via an enclosed storm drainage system to a biofiltration swale, then through a two cell detention pond, outlet control structure, then released to the downstream conveyance system. I. TRANSPORTATION PLANS: I. Transportation Plans: The subject subdivision is not in conflict with the King County Transportation Plan, Regional Trail Plan, or Nonmotorized Transportation Plan. Staffrpt/masters/PLATFMT.Nov99.doc clc 11/10/99 -3 - 2. Subdivision Access: As previously stated, the proposed lots will be served by an internal street system with cul-de-sac that extends northerly from SE 1841 h Street. The onsite cul- de-sac shall be improved as an urban minor access street. 3. Traffic Generation: It is expected that approximately 160 vehicle trips per day will be generated with full development of the proposed subdivision. This calculation includes service vehicles (i.e., mail delivery, garbage pick-up, school bus) which may currently serve this neighborhood, as well as work trips, shopping, etc. 4. Adequacy of Arterial Roads: This proposal has been reviewed under the criteria in King County Code 14.70, Transportation Concurrency Management; 14.80, Intersection Standards; and King County Code 14.75; Mitigation Payment System. a. King County Code 14.70 -Transportation Concurrency Management: The Transportation Certificate of Concurrency dated October 15, 2002, indicates that transportation improvements or strategies will be in place at the time of development, or that a financial commitment is in place to complete the improvements or strategies within six (6) years, according to RCW 36.70A.070(6). b. King County Code 14.80 -Intersection Standards: The traffic generated by this subdivision falls below the threshold requiring mitigation. The existing arterial system will accommodate the increased traffic volume generated by this proposal. c. King County Code 14.75 -Mitigation Payment System: King County Code 14.75, Mitigation Payment System (MPS), requires the payment of a traffic impact mitigation fee (MPS fee) and an administration fee for each single family residential lot or unit created. MPS fees are determined by the zone in which the site is located. This site is in Zone 342 per the MPS/Quartersection list. MPS fees may be paid at the time of final plat recording, or deferred until building permits are issued. The amount of the fee will be determined by the applicable fee ordinance at the time the fee is collected. J. PUBLIC SERVICES: I. Schools: This proposal has been reviewed under RCW 58.17.110 and King County Code 21A.28 (School Adequacy). a. School Facilities: The subject subdivision will be served by Benson Hill Elementary, Nelsen Middle, and Lindbergh Senior High Schools, all located within the Renton School District. b. School Capacity: The Renton School Board has adopted capacity figures which indicate their ability to accommodate additional students. The figures reveal the district has adequate capacity to accommodate the anticipated students generated by this proposal. c. School Impact Fees: No ordinance requiring impact fees for this school district has been adopted. d. School Access: The District has indicated that the future students from this subdivision will walk to Benson Hill Elementary and Lindbergh High School and be bussed to Nelsen Middle School. Walkway conditions to Benson Hill Elementary will consist of sidewalk, along the plat frontage, and paved or gravel shoulders (per plat condition). Walkway conditions to Lindbergh High School will consist of sidewalks, gravel shoulders, and paved shoulders. Walkway conditions to the Nelsen Middle School bus stop will consist of sidewalks and paved or gravel shoulders (per plat condition). Staffrpt/masters/PLATFMT.Nov99.doc clc 11/10/99 -4 - 2. Parks and Recreation Space: The nearest public park is Boulevard Lane Park, located at the intersection of SE 1841h Street and 1241h Avenue. KCC 2 lA.14 requires subdivisions in the UR and R zone classifications to either provide on-site recreation space or pay a fee to the Parks Division for establishment and maintenance of neighborhood parks. At this time, the applicant is proposing to provide suitable recreation space. The Subdivision Technical Committee concurs with the applicant's proposal. KCC 21 A.14.190 requires subdivisions to provide tot/children play areas within the recreation space on-site. The proposal includes a 6,630-square-foot play area with a tot lot and sport court. 3. Fire Protection: The Certificate ofWater Availability from Soos Creek Water and Sewer District indicates that water is presently available to the site in sufficient quantity to satisfy King County Fire Flow Standards. Prior to final recording of the plat, the water service facilities must be reviewed and approved per King County Fire Flow Standards. K. UTILITIES: L. M. N. 1. Sewage Disposal: The applicant proposes to serve the subject subdivision by means of a public sewer system managed by Soos Creek Water and Sewer District. A Certificate of Sewer Availability, dated January 7, 2003, indicates this sewer district's capability to serve the proposed development. 2. Water Supply: The applicant proposes to serve the subject subdivision with a public water supply and distribution system managed by Soos Creek Water and Sewer District. A Certificate of Water Availability, dated January 7, 2003, indicates this district's capability to serve the proposed development. COMPREHENSIVE AND COMMUNITY PLAN: 1. Comprehensive Plan: This proposal is governed by the 2000 King County Comprehensive Plan which designates this area as Urban. 2. Community Plans: The subject subdivision is located in the Soos Creek Community Plan. ANALYSIS: The Subdivision Technical Committee has not identified any significant issues involved in the preliminary review and recommendations of this proposal. CONCLUSIONS: The subject subdivision will comply with the goals and objectives of the King County Comprehensive Plan and will comply with the requirements of the Subdivision and Zoning Codes and other official land use controls of King County, based on the conditions for final plat approval. 0. RECOMMENDATIONS: It is recommended that the subject subdivision, revised and received December 8, 2004, be granted preliminary approval subject to the following conditions of final approval: I. Compliance with all platting provisions of Title 19A of the King County Code. 2. All persons having an ownership interest in the subject property shall sign on the face of the final plat a dedication which includes the language set forth in King County Council Motion No. 5952. 3. The plat shall comply with the density requirements of the R-6-SO zone classification. All lots shall meet the minimum dimensional requirements of the R-6-SO zone classification or shall be as shown on the face of the approved preliminary plat, whichever is larger, except that minor revisions to the plat which do not result in substantial changes may be approved at the discretion of the Department of Development and Environmental Services. Staffrpt/masters/PLATFMT.Nov99.doc clc 11/10/99 -5 - 4. All construction and upgrading of public and private roads shall be done in accordance with the King County Road Standards established and adopted by Ordinance No. 11187, as amended (1993 KCRS). 5. The applicant must obtain the approval of the King County Fire Protection Engineer for the adequacy of the fire hydrant, water main, and fire flow standards of Chapter 17.08 of the King County Code. 6. Final plat approval shall require full compliance with the drainage provisions set forth in King County Code 9.04. Compliance may result in reducing the number and/or location of lots as shown on the preliminary approved plat. Preliminary review has identified the following conditions of approval which represent portions of the drainage requirements. All other applicable requirements in KCC 9.04 and the Surface Water Design Manual (SWDM) must also be satisfied during engineering and final review. a. Drainage plans and analysis shall comply with the 1998 King County Surface Water Design Manual and applicable updates adopted by King County. DDES approval of the drainage and roadway plans is required prior to any construction. b. Current standard plan notes and ESC notes, as established by DDES Engineering Review, shall be shown on the engineering plans. c. The following note shall be shown on the final recorded plat: All building downspouts, footing drains, and drains from all impervious surfaces such as patios and driveways shall be connected to the permanent storm drain outlet as shown on the approved construction drawings # on file with DDES and/or the King County Department of Transportation. This plan shall be submitted with the application of any building permit. All connections of the drains must be constructed and approved prior to the final building inspection approval. For those lots that are designated for individual lot infiltration systems, the systems shall be constructed at the time of the building permit and shall comply with plans on file." d. The drainage evaluation for this project has identified a downstream capacity problem along a stream corridor which contributes to localized flooding problems approximately 500 feet downstream from the plat. To mitigate potential drainage problems, storm water facilities shall be designed using the modified level one criteria as specified in the drainage manual, which detains storm water for the I 0- year storm and limits the release of peak flow rates based upon the downstream capacity. The design criteria for the modified level one standard is summarized in the drainage manual on page 1-26 and shall be implemented during review of the final engineering plans. e. Drainage facilities shall also include designs for water quality treatment using standards for the basic protection menu as outlined in the drainage manual. If wet ponds are utilized for water quality treatment, the pond configurations may require modification to a rectangular shape to achieve the 3: I flow path required by the drainage manual. To accommodate the required detention storage volumes and water quality facilities, the size of the proposed drainage tracts may need to increase. All runoff control facilities shall be located in separate tracts and be dedicated to King County unless portions of the drainage tract are used for recreation space in accordance with KCC 21A.14.180. f. Storm water facilities shall be designed to address any proposed on-site bypass of storm water as described on page 1-36 and 3-52 in the drainage manual. g. The proposed drainage facility within Tract B is located in the Bonneville Transmission Line right-of-way. Prior to engineering plan approval, the applicant shall provide correspondence and/or permits from Bonneville indicating approval for locating and constructing the drainage facility. Staffrpt/masters/PLATFMT.Nov99.doc clc 11/10/99 -6 - h. As required by Special Requirement No. 2 in the drainage manual, the JOO-year floodplain boundaries for the onsite wetlands shall be shown on the final engineering plans and recorded plat. 1. The final drainage plan shall be reviewed for compliance with the setback requirements from sensitive areas. As specified in KCC 2 IA.24.200, structures shall be set back a distance of 15 feet from the edge of sensitive area buffers. Compliance with the setback design standards may require modifications and/or relocation of the proposed drainage facility within Tracts A and B. The current conceptual drainage plan shows concrete retaining walls within the setback which is not allowed by County code. J. A permit from the Washington State Fisheries Department may be required for roadway improvements along the property frontage which may impact wetlands and/or streams. Any required permits shall be submitted to King County prior to engineering plan approval. 7. The proposed subdivision shall comply with the 1993 King County Road Standards (KCRS) including the following requirements: a. SE 1841h Street shall be improved as an urban neighborhood collector along the plat frontage. The improvements shall include curb, gutter, and sidewalk along the north side of the roadway with the curb located at 16 feet from road centerline. b. The onsite cul-de-sac shall be improved as an urban minor access street. c. Due to previous grading work within the site, the applicant shall demonstrate to the satisfaction of King County that the proposed roadways are constructed on suitable soils with subgrade compaction in accordance with County standards. Lot grading shall also be evaluated to assure that building sites are properly prepared for future home construction. d. The proposed road improvements shall address the requirements for road surfacing outlined in KCRS Chapter 4. As noted in section 4.0lF, a full width pavement overlay is required where widening existing asphalt. e. Street trees shall be included in the design of all road improvements, and shall comply with Section 5.03 of the KCRS. f. SE 1841h Street is designated a neighborhood collector street which may require designs for bus zones and tum outs. As specified in KCRS 2.16, the designer shall contact Metro and the local school district to determine any specific requirements. g. Modifications to the above road conditions may be considered by King County pursuant to the variance procedures in KCRS 1.08. 8. SCHOOL WALKWAY: To provide a safe walkway for school-age pedestrians, the Applicant shall improve Southeast 1841h Street from the frontage to the school bus 'pick- up' location at the intersection of Southeast 1841h/1201h Avenue SE. At the intersection of Southeast 1841h Street/1201h Avenue SE, a widened paved 'pad' shall be provided for those students. This off-frontage improvement shall consist of one of the following: a. A minimum five ( 5) foot wide paved walkway -separated from the existing roadway pavement edge by a four (4) foot wide gravel shoulder, or b. A full-width eight (8) foot wide paved shoulder delineated by a white edge line stripe, or c. Full urban improvements (i.e. concrete curb, gutter and 5-foot wide concrete sidewalk). Staffrpt/masters/PLATFMT.Nov99.doc clc 11/10/99 -7 - The Applicant may choose to share costs of 9.c. above with the developer of the proposed plat of "Goss" (DDES File #L05POOO 1) and/or, the developer of the proposed plat located at the northwest corner of the intersection of 124th Avenue SE/Southeast 184'h Street (DDES pre-application File #A05PM102), provided the curb line shall be set at 16-feet north of the right-of-way centerline, the roadway widened with a full roadway pavement section, and the existing roadway pavement overlaid or reconstructed as required by the requirements ofKCRS 4.01. (RCW 58.17.110) These off-site improvements will not be required if the school district decides in its future plan to provide bus pick up location at the plat entrance or any other location in the vicinity of the site and transport the elementary school kids to and from school by bus. If the pick up location is not at the plat entrance, then a safe pedestrian walkway from the site to the bus pick up location shall be provided. To implement the above condition, the Applicant shall submit detailed engineering plans for the required walkway and other directly-related roadway work for review and approval by King County DOT and King County DDES. 9. All utilities within proposed rights-of-way must be included within a franchise approved by the King County Council prior to final plat recording. 10. The applicant or subsequent owner shall comply with King County Code 14. 75, Mitigation Payment System (MPS), by paying the required MPS fee and administration fee as determined by the applicable fee ordinance. The applicant has the option to either: (1) pay the MPS fee at final plat recording, or (2) pay the MPS fee at the time of building permit issuance. If the first option is chosen, the fee paid shall be the fee in effect at the time of plat application and a note shall be placed on the face of the plat that reads, "All fees required by King County Code 14.75, Mitigation Payment System (MPS), have been paid." If the second option is chosen, the fee paid shall be the amount in effect as of the date of building permit application. 11. Lots within this subdivision are subject to King County Code 21A.43, which imposes impact fees to fund school system improvements needed to serve new development. As a condition of final approval, fifty percent (50%) of the impact fees due for the plat shall be assessed and collected immediately prior to recording, using the fee schedules in effect when the plat receives final approval. The balance of the assessed fee shall be allocated evenly to the dwelling units in the plat and shall be collected prior to building permit issuance. 12. The planter islands (if any) within the cul-de-sacs shall be maintained by the abutting lot owners or homeowners association. This shall be stated on the face of the final plat. 13. The proposed subdivision shall comply with the Sensitive Areas Code as outlined in KCC 21A.24. Permanent survey marking and signs as specified in KCC 21A.24.160 shall also be addressed prior to final plat approval. Temporary marking of sensitive areas and their buffers ( e.g., with bright orange construction fencing) shall be placed on the site and shall remain in place until all construction activities are completed. 14. Preliminary plat review has identified the following specific requirements which apply to this project. All other applicable requirements from KCC 21 A.24 shall also be addressed by the applicant. Wetlands a. Class 2 wetland(s) shall have a minimum buffer of 50 feet, measured from the wetland edge. b. The wetland(s) and their respective buffers shall be placed in a Sensitive Area Tract (SAT). c. Buffer averaging may be proposed, pursuant to KCC 21A.24.320,-provided the total amount of the buffer area is not reduced and better resource protection is achieved,subject to review and approval by a DDES Senior Ecologist. Staffrpt/masters/PLATFMT.Nov99.doc clc 11/10/99 -8 - d. A minimum building setback line of 15 feet shall be required from the edge of the tract. e. Split-rail fence shall be installed along the wetland buffers. 15. The following note shall be shown on the final engineering plan and recorded plat: . RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS Dedication of a sensitive area tract/sensitive area and buffer conveys to the public a beneficial interest in the land within the tract/sensitive area and buffer. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability, and protection of plant and animal habitat. The sensitive area tract/sensitive area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/sensitive area and buffer the obligation, enforceable on behalf of the public by King County, to leave undisturbed all trees and other vegetation within the tract/sensitive area and buffer. The vegetation within the tract/sensitive area and buffer may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the King County Department of Development and Environmental Services or its successor agency, unless otherwise provided by law. The common boundary between the tract/sensitive area and buffer and the area of development activity must be marked or otherwise flagged to the satisfaction of King County prior to any clearing, grading, building construction or other development activity on a lot subject to the sensitive area tract/sensitive area and buffer. The required marking or flagging shall remain in place until all development proposal activities in the vicinity of the sensitive area are completed. No building foundations are allowed beyond the required 15-foot building setback line, unless otherwise provided by law. 16. Suitable recreation space shall be provided consistent with the requirements ofKCC 2IA.14.180 and KCC 21A.14.I90 (i.e., sport court[s], children's play equipment, picnic table[s], benches, etc.). a. A detailed recreation space plan (i.e. area calculations, dimensions, landscape specifications, equipment specifications, etc.) shall be submitted for review and approval by DDES and King County Parks prior to or concurrent with the submittal of the engineering plan. This plan must not conflict with the Significant Tree Inventory & Mitigation Plan. b. A performance bond for recreation space improvements shall be posted prior to recording of the plat. 17. A homeowners' association or other workable organization shall be established to the satisfaction ofDDES which provides for the ownership and continued maintenance of the recreation, open space and/or sensitive area tract(s). 18. Street trees shall be provided as follows (per KCRS 5.03 and KCC 2IA.16.050): a. Trees shall be planted at a rate of one tree for every 40 feet of frontage along all roads. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. b. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Standards, unless King County Department of Transportation determines that trees should not be located in the street right-of-way. Staffrpt/masters/PLATFMT.Nov99.doc clc 11/10/99 -9 - c. If King County determines that the required street trees should not be located within the right-of-way, they shall be located no more than 20 feet from the street right-of-way line. d. The trees shall be owned and maintained by the abutting lot owners or the homeowners association or other workable organization unless the County has adopted a maintenance program. Ownership and maintenance shall be noted on the face of the final recorded plat. e. The species of trees shall be approved by DDES if located within the right-of- way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DDES prior to engineering plan approval. g. The applicant shall contact Metro Service Planning at 684-1622 to determine if SE 184'h Street is on a bus route. IfSE 184'h Street is a bus route, the street tree plan shall also be reviewed by Metro. h. The street trees must be installed and inspected, or a performance bond posted prior to recording of the plat. If a performance bond is posted, the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the performance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond may be released after DDES has completed a second inspection and determined that the trees have been kept healthy and thriving. 1. A landscape inspection fee shall also be submitted prior to plat recording. The inspection fee is subject to change based on the current County fees. 19. Areas used as regional utility corridors shall be contained in separate tracts and meet the setback requirements of King County Code 21A.12.140-Setbacks from regional utility corridors. 20. Significant Trees, S0-220. This development condition requires the applicant to retain a percentage of existing significant trees on-site. The applicant is exempt from this requirement per KCC 21A.38.23.B.h., which states: Project sites with 25 percent or greater of the total gross site area in sensitive areas, sensitive area buffers and other areas to be left undisturbed such as wildlife corridors, shall be exempt from the significant tree retention requirements of this chapter. OTHER CONSIDERATIONS: 1. The subdivision shall conform to KCC 16.82 relating to grading on private property. 2. Development of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division. 3. Preliminary approval of this application does not limit the applicant's responsibility to obtain any required permit or license from the State or other regulatory body. This may include, but is not limited to the following: a. Forest Practice Permit from the Washington State Dept. of Natural Resources. b. National Pollutant Discharge Elimination System (NPDES) Permit from WSDOE. c. Water Quality Modification Permit from WSDOE. d. Water Quality Certification (401) Permit from U.S. Army Corps of Engineers TRANSMITTED TO PARTIES LISTED HEREAFTER: Staffrpt/masters/PLATFMT.Nov99.doc clc 11/10/99 -10 - King County Hearing Examiner ARENDALL, HELEN 18202 120TH AVE SE RENTON, WA 98058 CRAMER NORTHWEST INC. 945 N Central, Suite #104 Kent, WA 98032 HALVORSEN, IV ANA BARGHAUSENCONSULTING ENGINEERS, INC 18215 72ND AVES KENT, WA 98032 HOOPER, CHARLES 18207 124TH AVE SE RENTON, WA 98058 LATTANZIO, FRANK G. 18211 124TH AVE SE RENTON, WA 98058 LIND, REBECCA CITY OF RENTON EDNSP 1055 SOUTH GRADY WAY RENTON, WA 98059 LOWE,RICK 12255 SE 184TH ST. RENTON, WA 98058 MONDALE, GUYE. 12037 S.E. 184TH ST. RENTON, WA 98058 NELSON, MIKE & SANDY 18613 124TH AVE SE RENTON, WA 98058 SANDHU, KULWANT 13989 SE 159TH PL. RENTON, WA 98058 SEATTLE KC HEALTH DEPT. E.DISTR. ENVIRON. HEALTH 14350 SE EASTGATE WAY BELLEVUE, WA 98007 ZIMMERMAN, GREGG CITY OF RENTON 1055 S. GRADY WAY RENTON, WA 98055 BULL, TRISHAH PROJECT MANAGER II DDES/LUSD CLAUSSEN, KIM PROJECT MANAGER ill DDES/LUSD DINSMORE, LISA CURRENT PLANNING SUPERVISOR DDES/LUSD DYE, PETE SR. ENGINEER DDES/LUSD GILLEN, NICK WETLAND REVIEW DDES/LUSD LANGLEY, KRIS TRAFFIC REVIEW ODES /LUSD ROGERS, CAROL CURRENT PLANNING SECTION DDES/LUSD TOWNSEND, STEVE LAND USE INSPECTIONS DDES/LUSD WEST, LARRY GEO REVIEW DDES/LUSD Staffrpt/masters/PLATFMT .Nov99 .doc clc 11/10/99 -11 - d C ~, ~' ... , ' ~' ~ ,c 0 ~I~ " ~ ;; _, ~ 1.,, o, "'o ' u >' t :~ @ ,, '" ~ ' "'. 8; I , S, I 8 0 '8 ,, ' ~.~ ;, Dw 5~ ,., ~ •' w ' ~i,.i, " "'' "" L.i._,j ,e ;; c, ~· ~' ~i "•• "' i ~ig ,~ ~' U• ' m: a: g, a, ;; ' u, ~' -, lN.'7 )Jt.JJdO<!d JO 1S"3 .er SI JJl'l]j 3~ WJ/1{ ,; "i[ Hli;l ~~,i~~ ATTACHMENT~..!.--~ ~-c-,-:~\=--oF~--=---=--PAGE PAGE • ra .... 5 ... • i.~ nr11r::i ... , ,,9·,;~ § 0 • "' 0 • • ·"' - LO' ftt>1, ® TO: FAX NO.: PHONE NO.: King County Dept. of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Fax No. 206-296-6613 or 206-296-7051 FAX COVER SHEET Ginger/ Marka 206-296-1654 206-296-4660 Total numbers of pages including this cover sheet: £ Date: ~ .1t,z/6J-- From: Carol Rogers Sender's Name Time: Phone: 206-296-7116 Sender's Phone Permit Name/Number: L03P0027 -SANDHU SUBDIVISION Parties of Record list. applicant name & address. property location. COMMENTS: Hearing date is set for May 12. 2005. ~ appeal period will end 5/9/05 (week of the hearing) PROPOSED ORDINANCE NUMBER • # 2005-0 / 7' 9 MAIN FILE COPY Exam i nerF axCovcr .doc ARENDALL, IIELEN 18202 120TH AVE SE RENTON. WA 98058 BULL, TRIS! IAII PROJECT/PROGRAM MANAGER DDES/LUSD MS: OAK -DE-0100 CLAUSSEN, KIM SR. PROJECT MANAGER DDES/LUSD MS: OAK-DE-0100 DINSMORE, USA CURRENT PLANNING SUPERVISOR DDES/LUSD MS: OAK -DE-0100 DYE, PETE SR. ENGINEER DDES/LUSD MS: OAK -DE-0 I 00 GILLEN, NICK WETLAND REVIEW DDES/LUSD MS: OAK -DE-0100 HALVORSEN, IVANA BARGIIAUSEN CONSULTING ENGINEERS, INC 18215 72ND AVES KENT, WA 98032 HOOPER, CHARLES I8207 l 24Tll A VE SE RENTON, WA 98058 KC HEARING EXAMINER'S OFFICE ATTN: MARKA OR GINGER L03P0027 SANDHU STAFF REPORTS MS: YES · CC -0404 LOJP0027 LOJP0027 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 LANGLEY, KRIS TRAFFIC REVIEW ODES /LUSD MS: OAK-DE· 0100 LATTANZIO, FRANK G. 18211 124TH AVE SE RENTON, WA 98058 LIND, REBECCA CITY OF RENTON EDNSP 1055 SOUTH GRADY WAY RENTON, WA 98059 LOWE,RICK 12255 SE 184TH ST. RENTON, WA 98058 MONDALE, GUY E. 12037 S.E. 184TH ST. RENTON, WA 98058 NELSON, MIKE & SANDY 18613124THAVESE RENTON, WA98058 ROGERS, CAROL CURRENT PLANNING SECTION DDES/LUSD MS: OA-DE-0100 SANDHU, KUL WANT 13989 SE 159TH PL. RENTON, WA98058 SEATTLE KC HEAL TH DEPT. E. DISTR. ENVIRON. HEAL TH 14350 SE EASTGATE WAY BELLEVUE, WA 98007 LOJP0027 L03P0027 LOJP0027 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 STIEFEL, MARK IV. STIEFEL ENGINEERING 22312 l \3TII AVE SE KENT, IV A 98031-2651 TOWNSEND, STEVE LAND USE INSPECTIONS MS: OAK -DE-0100 DDES/LUSD WEST,LARRY GEO REVIEW DDES/LUSD MS: OAK -DE-0100 ZIMMERMAN, GREGG CITY OF RENTON 1055 S. GRADY WAY RENTON, WA 98055 L03P0027 L03P0027 L03P0027 L03P0027 • . *tice of Decision- Department of Development and Environmental Services Land Use Services Division SEPA Threshold Determination and Notice of Recommendation & Hearing 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 File No.: L03P0027 Project Name: Sandhu Subdivision DDES Project Manager: Trishah Bull Telephone No.: 206-296-6758 Applicant: Project Location: Project Description: Permits Requested: Kulwant Sandhu 13989 SE 159u, Place Renton, WA 98058 425-269"7270 The site is located at 12044 SE 184th Street, approximately 300 feet east of the SE 1841h Street and 120th Avenue SE intersection. This is a request to subdivide approximately 6.27 acres, zoned R-6- SO, into 16 lots for single-family detached residences and tracts for drainage facilities and recreation. The lots average approximately 3,500 square feet in size. Formal Subdivision Department Recommendation to the Hearing Examiner: Approve, subject to conditions Date of Public Hearing: May 12, 2005, 1 :30 pm DDES Hearing Room -first floor 900 Oakesdale Ave SW Renton,. WA 98055-1219 SEPA Threshold Determination: Determination of Non-Significance (DNS) Issued April 22, 2005 The Department of Development and Environmental Services (ODES) will issue a written report and recommendation to the Hearing Examiner two weeks prior to the scheduled public hearing. Persons wishing to receive a copy of the report should contact DOES at the address listed below. Following the close of the public hearing, the Hearing Examiner will issue a written decision which may be appealed to the Metropolitan-King County Council. Appeal procedures will be stated in the Examiner's written decision. Any person wishing additional information on this proposed project should contact the Project Manager at the phone number listed above. Written comments may also be submitted to DOES. A public hearing as required by law will be held to consider the approval of this application. If the Renton School District announces a district-wide school closure due to adverse weather conditions or similar area emergency, the public hearing on this matter will be postponed. Interested parties will be notified of the time and date of the rescheduled hearing. Any questions regarding postponements and rescheduling can be directed to the Hearing Examiner's Office at (206) 296-4660. Comment/Appeal Procedure on SEPA Threshold Determination: Comments on this SEPA determination are welcome. This SEPA determination may also be appealed in writing to the King County Hearing Examiner. A notice of appeal must be filed with the Land Use Services Division at the address listed below prior to 4:30 p.m. on May 9, 2005, and be accompanied with a filing fee of $250.00 payable to the King County Office of Finance. If a timely Notice of Appeal has been filed, the appellant shall also file a Statement of Appeal with the Land Use Services Division at the address listed below prior to 4:30 p.m. on May 16, 2005. The Statement of Appeal shall identify the decision being appealed (including the file number) and the alleged errors in that decision. Further, the Statement of Appeal shall state: 1) specific reasons why the decision should be reversed or modified; and 2) the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be based on matters or issues raised in the Statement of Appeal. Failure to timely file a Not.ice of Appeal, appeal fee or Statement of Appeal, deprives the Hearing Examiner of jurisdiction to consider the appeal. Appeals must be submitted to the Department of Development and Environmental Services (DOES) at the following address: Date Mailed: April 22. 2005 DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 If you have any questions regarding the appeal procedures, please contact the Planner at the phone number listed above. If you require this material in braille, audio cassette, or large print, call (206) 296-6600 (voice) or (206) 296-7217 (TIY). ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton WA 98055-1219 DATE: TO: FM: RE: April 22, 2005 Anne Noris, Clerk of the Council King County Council Lisa Dinsmore, Planning Supervisor Land Use Services Division Introductory Ordinances for Preliminary Plats Attached are Introductory Ordinance(s) for the Hearing Examiner's agenda scheduled for public hearing, as follows: File No. L03P0027-SANDHU SUBDIVISION scheduled to be heard on May 12, 2005. A copy of the hearing agenda for each item is also attached for your information. If you have any questions or need additional information, please contact me at 296-7171. Attachments MAIN FILE COPY .. title .. body AN ORDINANCE authorizing a subdivision on certain property located at 12044 SE 1841h Street, approximately 300ft.east of the SE 1841h Street and 1201h Ave SE intersection, at the request of Kulwant Sandhu, department of development and environmental services file no. L03P0027 . ® King Connty Department of Development and Environmental Services Land Use Services Division 900 Oakesdale A venue Southwest Renton WA 98055-1219 PRELIMINARY PLAT AGENDA HEARING EXAMINER FOR METRO POLIT AN-KING COUNTY COUNCIL LAND USE SERVICES DIVISION, BLACKRIVER CORPORATE PARK KING COUNTY DDES HEARING ROOM 900 OAKESDALE A VE SW, RENTON WA May 12, 2005 -PUBLIC HEARING I :30 p.m, or as soon thereafter as possible FILE NO. L03P0027 SANDHU SUBDIVISION PRELIMINARY PLAT REQUEST Owner: Kulwant Sandhu Address/Phone: 13989 SE 159th Place Renton, WA 98058 Phone:425-269-7270 STR: NW 33-23-05 Location: Located at 12044 SE 184'h Street, approximately 300ft. east of the SE 184'h Street and 120th Avenue SE intersection Land Measurement: 6.27 acres Proposed Use: To subdivide into 16 lots for single-family detached residences in the R-6-SO zone Fire District: No. 40 School District: #403 Renton ® Date of Issuance: Project: Location: King ~ounty Department of Development and Environmental Services State Environmental Policy Act (SEPA) Determination Of Non-Significance for L03P0027 -Sandhu Subdivision April 22, 2005 Subdivision of approximately 6.27 acres into 16 lots for the development of single family detached residences in the R-6-SO zone. The average lot area is approximately 3,500 square feet. The property is located at 12044 SE 184'h Street, approximately 300 feet east of the SE 184'h Street and 120'h Avenue SE intersection. King County Permits: Formal Plat (DOES File No. L03P0027) Trishah Bull, Planner SEPA Contact: (206) 296-6758 Kulwant Sandhu 13989 SE 1591h Place Proponent: Renton, WA 98058 Zoning: R-6-SO Community Plan: Soos Creek Drainage Basin: Soos Creek Sectionffownship/Range: NW-33-23-05 Notes: A. This finding is based on review of the project site plan dated December 8, 2004 (revised), environmental checklist dated October 13, 2003, Level 1 Downstream Drainage Analysis received April 21, 2004 (revised), Wetland Analysis Report and Restoration Plan received October 13, 2003, and other documents in the file. B. Issuance of this threshold determination does not constitute approval of the permit. This proposal wilJ be reviewed for compliance with all applicable King County codes which regulate development activities, including the Uniform Fire and Building Codes, Road Standards, Surface Water Design Manual, and the Sensitive Areas Regulations. Exhibit No. _.:,"'----,-- Item No. ~~C:OR~ Received 6-/,£-o"\ King County Hearing Examiner MAIN FILE COPY L03P0027 -Sandhu S 1v1s10n April 22, 2005 Page 2 Threshold Determination The responsible official finds that the above described proposal does not pose a probable significant adverse impact to the environment. This finding is made pursuant to RCW 43.21C, KCC 20.44 and WAC 197-11 after reviewing the environmental checklist and other information on file with the lead agency and considering mitigation measures which the agency or the applicant will implement as part of the proposal. The responsible official finds this information reasonably sufficient to evaluate the environmental impact of this proposal. The lead agency has determined that the requirements for environmental analysis, protection, and mitigation measures have been adequately addressed in the development regulations and comprehensive plan adopted under chapter 36. 70A RCW, and in other applicable local, state, or federal laws or rules, as provided by RCW 43 .21 C.240 and WAC 197-11-158. Our agency will not require any additional mitigation measures under SEPA. Comments and Appeals Written comments or any appeal of this threshold determination must be received by King County's Land Use Services Division prior to 4:30 PM on May 9, 2005. Appeals must be accompanied by a nomefundable filing fee. Please reference the file numbers when corresponding. Appeals must be in writing and state the perceived errors in the threshold determination, specific reasons why the determination should be reversed or modified, the harm the appellant will suffer if the threshold determination remains unchanged, and the desired outcome of the appeal. If the appellant is a group, the harm to any one or more members must be stated. Failure to meet these requirements may result in dismissal of the appeal. Comment/appeal deadline: Appeal filing fee: Address for comment/appeal: Responsible Official: ~~~. ~ msmme, urrent annmg uperv1sor Current Planning Section Land Use Services Division Date Mailed: April 22, 2005 SEPA Detennination.doc 7/27/99 ck 4:30 PM on May 9, 2005 $250 check or money order made out to the King County Office of Finance King County Land Use Services Division ATTN: Current Planning Section 900 Oakesdale A venue SW Renton, WA 98055-1219 ctrr\ \ ~ l / d-00:) Date Signed ,tice of uecision- Department of Development and Environmental Services Land Use Services Division SEPA Threshold Determination and Notice of Recommendation & Hearing 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 File No.: L03P0027 Project Name: Sandhu Subdivision ODES Project Manager: Trishah Bull Telephone No.: 206-296-6758 Applicant: Project Location: Project Description: Permits Requested: Kulwant sa.ndhu 13989 SE 159th Place Renton, WA 98058 425-269-7270 The site is located at 12044 SE 1841h Street, approximately 300 feet east of the SE 184th Street and 1201 h Avenue SE intersection. This is a request to subdivide approximately 6.27 acres, zoned R-6- SO, into 16 lots for single-family detached residences and tracts for drainage facilities and recreation. The lots average approximately 3,500 square feet in size. Formal Subdivision Department Recommendation to the Hearing Examiner: Approve, subject to conditions Date of Public Hearing: May 12, 2005, 1:30 pm ODES Hearing Room -first floor 900 Oakesdale Ave SW Renton, WA 98055-1219 SEPA Threshold Determination: Determination of Non-Significance (DNS) Issued April 22, 2005 The Department of Development and Environmental Services (DOES) will issue a written report and recommendation to the Hearing Examiner two weeks prior to the scheduled public hearing. Persons wishing to receive a copy of the report should contact DOES at the address listed below. Following the close of the public hearing', the Hearing Examiner will issue a written decision which may be appealed to the Metropolitan-King County Council. Appeal procedures will be stated in the Examiner's written decision. Any person wishing additional information on this proposed project should contact the Project Manager at the phone number listed above. Written comments may also be submitted to ODES. A public hearing as required by law will be held to consider the approval of this application. If the Renton School District announces a district-wide school closure due to adverse weather conditions or similar area emergency, the public hearing on this matter will be postponed. Interested parties will be notified of the time and date of the rescheduled hearing. Any questions regarding postponements and rescheduling can be directed to the Hearing Examiner's Office at (206) 2964660. Comment/Appeal Procedure on SEPA Threshold Detennination: Comments on this SEPA determination are welcome. This SEPA determination may also be appealed in writing to the King County Hearing Examiner. A notice of appeal must be filed with the Land Use Services Division at the address listed below prior to 4:30 p.m. on May 9, 2005, and be accompanied with a filing fee of $250.00 payable to the King County Office of Finance. If a timely Notice of Appeal has been filed, the appellant shall also file a Statement of Appeal with the Land Use Services Division at the address listed below prior to 4:30 p.m. on May 16, 2005. The Statement of Appeal shall identify the decision being appealed (including the file number) and the alleged errors in that decision. Further, the Statement of Appeal shall state: 1) specific reasons why the decision should be reversed or modified; and 2) the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be based on matters or issues raised in the Statement of Appeal. Failure to timely file a Notice of Appeal, appeal fee or Statement of Appeal, deprives the Hearing Examiner of jurisdiction to consider the appeal. Appeals must be submitted to the Department of Development and Environmental Services (ODES) at the following address: DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 MAIN FILE COPY Date Mailed: April 22. 2005 @ If you have any questions regarding the appeal procedures, please contact the Planner at the phone number listed abov . \) If you require this material in braille, audio cassette, or large print, call (206) 296-6600 (voice) or (206) 296-7217 (TIY). ARENDALL, HELEN 18202 120TH AVE SE RENTON. WA 98058 BULL, IBISHAH PROJECT/PROGRAM MANAGER DDES/LUSD MS: OAK -DE-0100 CLAUSSEN, KIM SR. PROJECT MANAGER DDES/LUSD MS: OAK-DE-0100 DINSMORE, LISA CURRENT PLANNING SUPERVISOR DDES/LUSD MS: OAK -DE-0100 DYE, PETE SR. ENGINEER DDES/LUSD MS:OAK-DE-0100 GILLEN, NICK WETLAND REVIEW DDES/LUSD MS: OAK -DE-0100 HALVORSEN, lVANA BARGHAUSEN CONSULTING ENGINEERS, INC I8215 72NDAVE S KENT, WA 98032 HOOPER, CHARLES 18207 124TH AVE SE RENTON, WA 98058 KC HEARING EXAMINER'S OFFICE ATTN: MARKA OR GINGER L03P0027 SANDHU STAFF REPORTS MS: YES -CC -0404 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 LANGLEY, KRIS TRAFFIC REVIEW DDES /LUSD MS: OAK-DE -0100 LATTANZIO, FRANK G. 18211 124TH AVE SE RENTON, WA98058 LIND, REBECCA CITY OF RENTON EDNSP I055 SOUTH GRADY WAY RENTON, WA98059 LOWE,RICK I2255 SE 184TH ST. RENTON, WA 98058 MONDALE, GUYE. 12037 S.E. 184TH ST. RENTON, WA98058 NELSON, MIKE & SANDY 18613 124TH AVE SE RENTON, WA98058 ROGERS, CAROL CURRENT PLANNING SECTION DDES/LUSD MS: OA-DE-0100 SANDHU, KUL WANT 13989 SE 159TH PL. RENTON, WA 98058 SEATTLE KC HEALTH DEPT. E. DISTR. ENVIRON. HEAL TH 14350 SE EASTGATE WAY BELLEVUE, WA 98007 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 L03P0027 STIEFEL, MARK W. STIEFEL ENGINEERING 22312 113TH AVE SE KENT, WA 98031-2651 TOWNSEND, STEVE LAND USE INSPECTIONS MS: OAK-DE-0100 DDES/LUSD WEST, LARRY GEO REVIEW DDES/LUSD MS: OAK-DE-0100 ZIMMERMAN, GREGG CITY OF RENTON 1055 S. GRADY WAY RENTON, WA 98055 L03P0027 L03P0027 L03P0027 L03P0027 3323059087/L03P0027 BACKMAN BIRGITTA 14408 SE MAY VALLEY RD NEWCASTLE WA 98059 3323059052/L03P0027 BATSON HAROLD JR 18328 124TH AV SE RENTON WA 98058 3323059035/L03P0027 DAVIDSON LEROY D 12353 SE 181ST RENTON WA 98055 6199600302/L03P0027 EILERS KARLE 18260120THSE RENTON WA 98055 6197800204/L03P0027 EMANUEL THERESE ELIZABETH 18405 120TH AV SE RENTON WA 98058 6199600260/L03P0027 FIALA STEVEN A+CONNIE L 18212 120TH AV SE RENTON WA 98058 SD9/L03P0027 G. ANDERSON, PLANT & FACILITIES KENT SCHOOL DISTRICT #415 12033 SE 256TH ST KENT WA 98031 3323059075/L03P0027 GREEN CALVIN R JI 18401 124TH AV SE RENTON WA 98058 3323059097/L03P0027 HILL PAUL JR 18320124TH AVSE RENTON WA 98058 .. 600240/L03P0027 ARENDALL HELEN M 18202 120TH AV SE RENTON WA 98058 3323059009/L03P0027 BAGLEY WILLIAM F 12252 SE 184TH RENTON WA 98055 6197200402/L03P0027 CAMPBELL SCOTT A+L YNDEE R 18043 120TH AV SE RENTON WA 98058 3323059088/L03P0027 DOBBS JOHN M+TINA M 12364 SE 181ST ST RENTON WA 98058 6199600300/L03P0027 EILERS KARL E 18260 120TH AV SE RENTON WA 98058 6199600020/L03P0027 FERGUSON MICHAEL S+SUSAN P 18424120TH AV SE RENTON WA 98058 619960022 l/L03P0027 FIRST HORIZON HOME LOAN 4000 HORIZON WY IRVING TX 75063 6197800205/L03P0027 GALE MARIA J 18411 120TH AV SE RENTON WA 98058 6199600022/L03P0027 GRONENTHAL EDWARD W+MARCIA 12007 SE I 84TH ST RENTON WA 98058 3323059092/L03P0027 HOOPER CHARLES H+LINDA M 18207 124TH AV SE RENTON WA 98058 , . 600080/L03P0027 BJ PROPERTIES LLC PO BOX 1790 SNOHOMISH WA 98291 6199600042/L03P0027 BAKER STEVEN B+SHARON K 12045 SE 184TH ST RENTON WA 98058 6199600280/L03P0027 COOMES MARK A 18234 120TH AV SE RENTON WA 98058 3323059086/L03P0027 DORNAY GELLERT 12345 SE 181ST ST RENTONWA 98058 3323059038/L03P0027 ELMQUIST DOUGLAS A 18429 124TH AV SE RENTONWA 98058 6199600262/L03P0027 FIALA STEVEN A+CONNIE L 18212120THAVSE RENTON WA 98058 3323059026/L03P0027 FORCE RUSSELL L+KIMBERLEY A 18201 124TH AV SE RENTON WA 98058 6199600060/L03P0027 GOSSMYRONR 12047 SE 184TH RENTON WA 98055 3323059047/L03P0027 HAUGEN DANK +SUSAN D 18240 124TH AV SE RENTON WA 98055 6197200443/L03P0027 IVANOV VIT ALIY + YELENA 18243 120TH AV SE RENTONWA 98058 6197200482/L03P0027 IVANOV VITALIY+YELENA 18243 120TH AV SE RENTO!\ WA 98058 3323059099/L03P0027 KNUDSON KIRK 18056 124TH AV SE RENTON WA 98058 3323059093/L03P0027 LATTANZIO FRANK S+SHIRLEY L 1821 I 124TH AV SE RENTON WA 98058 3323059040/L03P0027 LUTTRELL KRISTIAN L 18441 124TH AV SE RENTON WA 98058 6199600040/L03P0027 MONDALE GUYE 12037 SE 184TH RENTON WA 98055 6 I 97200401 /L03P0027 RATHBUN WO 18045 120TH AV SE RENTON WA 98055 3323059069/L03P0027 SAMU DRE VINA Y V & REBECCA J 18216124THAVSE RENTON IV A 98031 6199600021/L03P0027 SANDOVAL RUDOLPH A 18414120TH AVSE RENTON WA 98055 6196600482/L03P0027 SHIRAZ! ELAINE S 17824118THAVSE RENTON WA 98058 6197200480/L03P0027 TORRES FRANCISCO 11854 SE 184TH ST RENTON WA 98058 JONEl\\!Wli Jl. V~C~YL A b 60004i0~· POt27 // 11002.~ !',i6 ~- RENTON WA 98055 3323059037/L03P0027 KRANTZ RICHARD M 18415 124TH AV SE RENTON WA 98058 3323059094/L03P0027 LATTANZIO SAMUEL A+SUSAN 18217124THAVSE RENTON WA 98058 3323059042/L03P0027 MARGULLIS GORDON & SUSAN 18032 120TH SE RENTON WA 98058 6197800203/L03P0027 MORAN PAUL JR 18425 120TH SE RENTON WA 98058 619720048 I/L03P0027 ROBINSON CHARLOTTE ANNE 11844 SE 184TH RENTON WA 98058 6199600282/L03P0027 SANDHU KULWANT S+SANTOKH K 13989 SE 159TH PL RENTON WA 98058 6199600202/L03P0027 SCHAFER SCOTT C 18020 120TH AV SE RENTON WA 98058 6197800200/L03P0027 SOUTHERLAND DENNIS J 18417 120THTAV SE RENTON WA 98058 6199600023/L03P0027 VANDESOMPELE DAVID 12017 SE 184TH ST RENTON WA 98058 ,200444/L03P0027 KAPALCYNSKI THOMAS E+KA THLE E 18231120THAVSE RENTON WA 98055 6197200422/L03P0027 KURIHARA HOWARD H RICHARDS MARTHA 18205 120TH AV SE RENTON WA 98058 3323059027/L03P0027 LOWE RICHARD E+LAURA A 12255 SE 184TH ST RENTON WA 98058 6199600220/L03P0027 MARGULLIS SUSAN E+GORDON L 18032 120TH AV SE RENTON WA 98058 SD I 3/L03P0027 R STRACKE, FAClLlTIES & PLANNING RENTON SCHOOL DISTRICT #403 1220N 4TH ST RENTON WA 98055 6199600043/LOJP0027 SAGGERSON RICHARD J DAHLQUIST BARBARA L 12031 SE 184TH ST RENTON WA 98058 6199600320/L03P0027 SANDHU KUL WANT S+SANTOKH K 13989 SE 159TH PL RENTON WA 98058 6199600301/L03P0027 SCHELLHASE KENNETH D 24123 SE 260TH ST MAPLE VALLEY WA 98038 3323059036/L03P0027 SZIGETY DARCY C 12243 SE 184TH ST RENTON WA 98058 3323059082/L03P0027 VER.KET GARY S PO BOX 58363 RENTON WA 98058 G l 97200421/Lll3P0027 WHIPPLE CC I S209 I 20Tll AV SE RENTON WA 98055 33230590 l 5/LOJP0027 WILSON DOUGLAS M & JANE 18406 124TH AVES E RENTON WA 98058 6 ,200423/L03P0027 WHIPPLE CLIFFORD C 18209 120TH AV SE RENTON WA 98055 6199600259/L03P0027 WYKNENKO EMMA 18226120TH AV SE RENTON WA 98055 600045/L03P0027 WILLIAMS PATRICIA LUND 12025 SE 184TH ST RENTON WA 98058 (E Renton) FD25 (Spring Glen) FD40 Fire Protection Dist #25 Fire Protection Dist #40 P.O. Box 2925 10828 SE 176th St Renton WA 98056-0925 Renton WA 98055 MS: KSC-NR-0600 MS: KSC-TR-0431 KC27 Water & Land Res. Div Gary Kriedt King County Dept. of Natural Res. KC Metro Envim. Planning Steve Foley LI15 LI20 Fairwood Library Highlands Library 17009 -140th Av SE 2902 NE 12th St Renton WA 98058 Renton WA 98056 LI23 Documents Dept. Librarian LI24 Kent Regional Library King County Library System 212 --2ndAvN 960 Newport Way NW Kent WA 98032-4482 Issaquah, WA 98027 Ll36 ATIN: Edward White PL18 Renton Library Kent Engineering Dept 100 Mill Av S 220 -4th Av S Renton WA 98055 Kent WA 98032 PL19 City of Renton PL33 Kent Planning Dept Economic Development Dept. 220 -4th Av S 1055 S. Grady Way Kent WA 98032 Renton WA 98055 Clinton G. Marsh, Director Fae. & Const. Dept SD9 R. Stracke, Facilities & Ping SD13 Kent School District # 415 Renton School Dist# 403 12033 SE 256th St. Bldg B 1220 N 4th St Kent WA 98031-6643 Renton WA 98055 Administrator SES Environmental Review Section ST2 Kent Sewer Utility WA State Dept of Ecology 220 -4th Av S P0Box47703 Kent WA 98032 Olympia WA 98504-7703 Habitat Biologist, Rod Malcom TRI Russ Ladley, Fisheries Biologist TR2 Muckleshoot Indian Tribe Puyallup Tribe 39015-172ndAv SE 6824 Pioneer Wy E Auburn WA 98002 Puyallup WA 98371 TR3 Fisheries Habitat/Environment TR5 Snoqualmie Tribe Suquamish Indian Tribe PO Box 280 PO Box498 Carnation WA 98014-0280 Suquamish WA 98392 Richard Young Tulalip Tribe 7615 Totem Beach Rd Marysville WA 98271 Public Works Dtr Kent Water Dist 220-4thAvS Kent WA 98032 Soos Creek Water/Sewer Dist PO Box 58039 Renton WA 98058-1039 Coal Creek Utility District 6801 132nd Place SE Newcastle, WA 98059 WA State Dept. of Wildlife 16018 Mill Creek Blvd. Mill Creek, WA 98012 WA State Dept. of Ecology NW Regional Office 3190 -160th Ave SE Bellevue, WA 98008-5452 WA St DOT MS 240 15700 Dayton Ave No. PO Box 330310 Seattle, WA 98133-9710 WA St. Ecology Dept/WQSW Unit Linda Matlock PO Box 47696 Olympia, WA 98504-7696 Eleanor Moon KC Executive Horse Council 12230 NE 61st Kirkland, WA 98033 TR4 WD23 WD41 WD57 WD12 Cedar River Water/Sewer Dist 18300 SE Lk Youngs Rd Renton WA 8058-9799 City of Renton, Public Works Dept. WD32 Development Services Div. 1055 South Grady Way Renton WA 98055 WD55 Water Dist #90 15606 SE !28th St Renton WA 98059-8522 WD58 Water Dist #111 27224 -144th Av SE Kent WA 98042-9058 WA State Dept. of Wildlife Habitat Mgmt. Division P.O. Box 43155 Olympia, WA98504-3155 WA St.DOT MS 230 15700 Dayton Ave. No PO Box 330310 Seattle, WA 98133-9710 WA St.DOT MS 250 15700 Dayton Ave. No. PO Box 330310 Seattle, WA 98133-9710 Roger Dorstad PO Box 375 Redmond, WA 98073 OLD REPUBLIC TITLE,LTD. Kathleen Goncalves Property Information Manager Serving .f<:ing and Snohomish Coun/!es 41 14 198th Street SW, Suite 4 Lynnwood, WA 98036 visit us online: www.ortc.com Toll Free· (800) 877-6850 ext. 253 Direct Line: (425) 776-7750 Fax: (425) 776-5950 email: kgoncalves@ortc.com ¥-'1(* ... * I,\,. * OLD REPUBLIC ~* 'fi ._>t--TITLE, LTD. * ¥ * www.ortc.com Parcel No. Owner Co Owner Site Addr MailAddr Sale Date Sale Price Loan Amt Land Use Zoning Bldg Name Plat Legal Bedrooms Bath Full Bath 3/4 Bathl/2 Other Rms Dining Rm Fireplace Stories Deck Deck Sq Ft Porch Pool Units Nuisance St Access St Surface Wtr Front WtrFntLoc WtrFrntFT Golf Adj OWNER(S) •• Cf{ ••• • • • • *., .... Old Republic Title & Escrow :619960 0320 Bldg ID #:1 Total A.V. :$193,000 : Sandhu Kulwant S & Santokh K Land :$107,000 Struct :$86,000 :12044 SE 184th St Renton 98058 %Imprvd :45 :13989 SE 159thP1 Renton Wa 98058 Levy Code :4250 :05/22/1997 Doc# :1296 Multi-parcel 2004 Tax :$2,420.17 :$112,200 Deed :Warranty Excise Tax # : 1545054 Lender Q: NW S:33 T:23N R:05E :002 RES,SINGLE FAMILY RESIDENCE Map Grid :686 El :R6so Nbrhd Code :059006 Phone# :Northwestern Garden Tracts Div No. 06 Census Tract :293.04 Block:! :BLK 2 LOT 7 NORTHWESTERN GARDEN Vol :46 Pg:100 :TRS DIV#6 PROPERTY CHARACTERISTICS :2 1st Floor SF :1,210 Year Built :1949 : I 2nd Floor SF EffYear 3+ Floor SF Bldg Mat! Above Grnd SF :1,210 Bldg Cond :Avg Bsmnt Finished Bldg Grade :Low\avg Bsmnt Total SF Interior Building SqFt :1,210 Wall Mat! : I Basement Type Insulation Basement Grade Heat Source :Oil Bsmt Parking SF : Heat Type :Gravity Garage Type Air Method Attached Grg SF : Electric Svc : I Detached Grg SF : Wtr Source :Water District Carport SqFt Sewer Type :Private LAND INFORMATION VIEW INFORMATION :Public Lot Sq Ft :85,377 View :None Mountain :Paved Lot Acres :1.96 Lake/River Mt. Rainier Lot Shape Lake Sammamish: Olympics Tde/Uplnd Lake Washington: Cascades Topography Puget Sound Territorial :No Topo Probd Seattle Skyline Other TRANSFER HISTORY DATE DOC# PRICE DEED LOAN REAL ESTATE SOLUTIONS 800-345-7334 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. TYPE Parcel No. Owner Co Owner Site Addr Mai!Addr Sale Date Sale Price Loan Amt Land Use Zoning Bldg Name Plat Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 OtherRms Dining Rm Fireplace Stories Deck Deck Sq Ft Porch Pool Units Nuisance St Access St Surface WtrFront WtrFntLoc WtrFrntFT Golf Adj OWNER(S) Old Republic Title & Escrow :619960 0320 Bldg ID #:2 Total A.V. :$193,000 :Sandhu Kulwant S & Santokh K Land :$107,000 Struct :$86,000 :12044SE 184thStRenton98058 %Imprvd :45 :13989 SE 159thPl Renton Wa 98058 Levy Code :4250 :05/22/1997 Doc# :1296 Multi-parcel 2004 Tax :$2,420.17 :$112,200 Deed :Warranty Excise Tax#: 1545054 Lender Q: NW S:33 T:23N R:05E :002 RES,SINGLE FAMILY RESIDENCE Map Grid :686 El :R6so Nbrhd Code :059006 Phone# :Northwestern Garden Tracts Div No. 06 Census Tract :293.04 Block:! :BLK 2 LOT 7 NORTHWESTERN GARDEN Vol :46 Pg:100 :TRSD1V#6 PROPERTY CHARACTERISTICS : I !st Floor SF :610 : 1 2nd Floor SF 3+ Floor SF AboveGmdSF :610 Bsmnt Finished Bsmnt Total SF Building SqFt :610 : I Basement Type Basement Grade Bsmt Parking SF : :Yes Garage Type Attached Grg SF : :! Detached Grg SF : Carport SqFt LAND INFORMATION :Public :Paved :No Lot Sq Ft Lot Acres :85,377 :1.96 Lot Shape Tde/Uplnd Topography : Topo Probd : Year Built : 1964 EffYear Bldg Mat! Bldg Cond :Good Bldg Grade :Poor Interior Wall Mat! Insulation Heat Source : Heat Type Air Method Electric Svc Wtr Source :Water District Sewer Type :Private VIEW INFORMATION View :None Mountain Mt. Rainier Olympics Cascades Territorial Other Lake/River Lake Sammamish: Lake Washington: Puget Sound Seattle Skyline TRANSFER HISTORY DATE DOC# PRICE DEED LOAN REAL ESTATE SOLUTIONS 800-345-7334 Infonnation compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. TYPE Parcel No. Owner Co Owner Site Addr Mail Addr Sale Date Sale Price Loan Amt Land Use Zoning Bldg Name Plat Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 Other Rms Dining Rm Fireplace Stories Deck Deck Sq Ft Porch Pool Units Nuisance St Access St Surface Wtr Front WtrFntLoc WtrFmtFT Golf Adj OWNER(S) (i ·: Old Republic Title & Escrow * ~ ..... :332305 9042 Bldg ID#: :Margullis Gordon & Susan Total A.V. Land Struct :$28,000 :$28,000 :*no Site Address* % lmprvd :18032 120th Ave SE Reuton Wa 98058 :09/22/1986 Doc# :847 :$4,540 Deed :Re Contract Leader Levy Code :4250 2004 Tax :$331.32 Excise Tax# :899632 :300 VACANT,RESIDENTIAL Q: NW S:33 T:23N R:05E Map Grid :686 Fl :R6so Nbrhd Code :059006 Phone# :425-226-2650 Census Tract: Block: :STR 332305 TAXLOT 42 250 FT R/W :ACROSS SE 1/4 OF NW 1/4 LYN OF N :LN OF TRACT 4 & S OF S LN OF TRACT Vol: Pg: (7.,. 11 01X) PROPERTY CHARACTERISTICS (,l j o:.::i 1st Floor SF Year Built "'/ 2nd Floor SF EffYcar 3+ Floor SF Bldg Mail Above Gmd SF Bldg Cond Bsmnt Finished Bldg Grade Bsmnt Total SF Interior Building Sq Ft Wall Mail Basemeut Type Insulation Basement Grade : Heat Source : Bsmt Parking SF : Heat Type Garage Type Air Method Attached Grg SF : Electric Svc Detached Grg SF: Wtr Source :Water District :Yes Carport SqFt Sewer Type LAND INFORMATION VIEW INFORMATION :Public :Paved :No LotSqFt :188,179 Lot Acres :4.32 Lot Shape Tde/Uplnd Topography : Topo Probd : View :None Lake/River Lake Sammamish: Lake Washington: Puget Sound Seattle Skyline : TRANSFER HISTORY DATE DOC# PRICE DEED Mountain Mt. Rainier Olympics Cascades Territorial Other LOAN REAL ESTATE SOLUTIONS 800-345-7334 Infonnation compiled from various sources. Real Estate Solutions makes no representations or warranties llS to the accuracy or completeness of information contained in this report TYPE g 0 ... C1 N lfJ 0 ... a, FILED Fort ritCOlll)t.r lt[fJU<::.r (lF w1101 necnrHJHl nl I u1u1 ro 'REC£l~ED rni.s.,IIA.l,., Till!' \n•.ur,1nt1: Comp.111·1 MiY 29 12 17 rl\ '91 ur !ll:: iJii ',:nN ur 1,~c1,i,:f';, ,, ·.: -: i1dtS "· r;:itG c· :: ~,: Y COr.tOl .:incl SU31\N t·~\RGULLIS THI$ SMCE rnov10EO FOR R[COROEffS u~~ ?I/O!Y29 RECD F RECFEE CASHSL s.oo 2.00 uooo +.,t,r.>117 .OD 5S c,,,_,,_,, .. ''" ~n fm J {.t//1 ---"--------------------------- Special Warranty Deed 1'llE (iH,\NTOH C"\'lilY Pi\LZER, u.s her sol~ ~<l separate prcperty, fornnrl in 1-.,u•i<l,•rationuf TEN COLI/IFS tiND OI1IER 0:::0D AUD Vru .• UAfil.E cctiSIDEAATlCN [)ollar.1 1~ 10 .00 ). in !,nnd f'11irl, ,:mrS , h,n1,ai16 • 1wllS. 1-.,nw)"S, 11nd C'(mfirm tn O)[UX)N MI\ITT.ILLIS and SUS.AN W\IGUILIS, husband and wife, lh" r .. 11111, in 1: rlrsrrilH'<I r,·:11 ,·~!11h•, ~ilu11h'(l in llw ,·nun11· uf King , ~tat:• uf \\'a~hin~tnn; Parcel tlurrbcr 33230S-90•U~O 21iU feet !J.ght-of-wo.y across SouthcLLSt qUilrter of tbr-thwcst quarter lying North of North lini.: of tot ;-.r.d South of South lire of lDt 7, Olock 2, Nortl-iwcstem Garden Tr.Qcts Dh•Lsion Nurrbcr G, produced t::astcrly subject to 'l'r<.1r1Smission Linc enserrcnt; s.action 33, To.·:n.ship 23 North, Range 5 East, W.M, St~; icct to: Covenants, restrictions, ilSScssrrcnts arrl easorents apparent and of .re-::x:ird. 1h.i!.> deed is CJhEn in fulfillrrcnt of that certain real estate contract beb...Jeen the parties D \ 1 ;: l j -~ J I 1 I I I ; prop}rty, and the cx:,veronts o[ Wdr.r.1nly he.rein oontained shilll oot llpply tu any title, hcrct.o, di.ltcd Juno 30, 1986, and amditioood for the conveyance of the above descrired I interest or encunbrancc adsin<.J by, through or under the purc:lw.sr::r in said contract, and . shall rot c1pPly to any taxes, asscss:Tents or other charges levied, clSsessed or beccming due subsequent to the date of said oont.ract. Rl:!ul Estiltc Sales T,'\x wu.s p.:iid on this sale on Scptcnber 22, 1906, Pee. No. EXJB99632. Th,. <:rnnl,,r r"r herself ;1ml (ur her ~m-rt>S.•ur~ in iut,,r,•sl ,!,, cs l,r th,,,... l•l'1'~•·nl.~ 1·~1111·.,~I)· lir11il lh,, ,·uwri,rnts of t!w ,1,·,~l lu thn<,• lu•rPin •·x1•r•·~-,~1. u11d ,,xd11cl,• ntl n1\·1·m1nl~ 11rii;in~ or t" ari.,1• lw .,tniufon· or nlln•r inipliG1li1>n. ,rnrl rJ,, CS 1,.,r,·hs rm·,•uanl llrnl 11,:.ii11."t ;11l IM'r.mn.• wlu,ms,~·•·,•r tm~Cull~· d11imini: nr Ju 1·l11im 1,y, tl1r;,u~h or 1:1111,•r ~:iid (:1:1111!/r 11ml ""' ul/wrwi~t·. she will f,,n·\·1•r warrnnt ,ind d,•ftoml dw ,,,1id ,J,.S1.·ril-'<I wol 1••t,11,•. t1.11,"'I August 2nd · l_1r/1,' ; .. . ,/ . (_,:.., ~ '; S'ITn: OF WAP.Jfl:-,,;c;TON ('OllNTY OF .Ki.ng .. Cathy PalZCt' 1~ tu rn,• Jm,,wn tu t,., ltw indil·i,lunl 1ll'~eril>t•rl in :ind whu 1·11·c1Lti"<l th,• within 11ml r,,~1·,;uin~ in.,trumont, nml ndmnwl,•,11:,"<I Um\ she , . ~ii:,wd Che l'llme 11:1 . h1;!1: fr1•1· imd \"n\nntrtry url and ct,.,.,!. '"' ''Z]_'"''" <h,,.,,i, m,•"_"'""'· . .,/·!',;(,;;,.; u.n,l,~ rny J1an1l 11ml official lll'lli Uu~ iK). . ,lny d .. / ............ .... . ... l!l.6.$ .. ( _../~·-.,,-~ f',,uc;,r,• 1'. ,· in and ,r~11t','f,JY!i.ih· in.,;lu11. r,•"dini:'111/ ~~ .... , () A' __, , J!I 88 ST,\Tf. l)JI' WASHINGTON COUNTY OF l .. On this .............. dnyof ................... : .... ,. ......................... ,J!l ...... ---, hdorl' mt•. ttw unilf'ni~m"<I, n Notrtry Publu: 111 an,I for !lil' Slall• a/ Wn~h- i~111n. dul>· c~·mmi~,itonNl nnd nworn, l'""'onnlly IIPl'<'ilrl'l.1 ' "' .::,. ;:~::1~;~1:~ nt ~: .. '.~" .. >:< ...... 1.'.~.~~'.'.1.~.~-'.. ~."'.'. ....... _ &~r .. ta~·. th,• ,·n.r1».•t11lion tl,nt ,•i:rt'Ul('(I 1/i.. fnr11:ning irutnm1l'nt, ;rnd ·;·d~'i,·;,~·j~~j~~1l llw J;ml m~!rnm,•nt lo IH.· th,• f11'(.' t1ffll rnlunlan n,:( MIii dt'<'ll c1f Mid rurJltlr· nlinn, rC'r th!!' us~ nnd purfK.>!IC'~ lhrrrl n1,•nlim1,•,I. nm! tin nath ,falt'll 1Mt . . ................ 11utl1nri;('(J tn C'J1•c<Jtc th, id in~trnml'nt ontl thnt the-sc11I 11ffi11"<l b tin• mrp,nr11tf' ~l'nl or !tllhl t'flr11nrntio11. · nlmv!'!'rl;";11 ~Y l1nml Bm.l ufficinl 1rnl hcr('\o nDinl(lhC' (l°ay and Y<'JU fin1t "'· .. , .......................... . .................... , .................... . Not11ry l'uhlk in 11.ml for thl' .SI/It,• uf Wnshin,i'l:o11. rrRhlini: nt '\. 2sxlD Parcel No. Owner Co Owner Site Addr Mail Addr Sale Date Sale Price Loan Amt Land Use Zoning Bldg Name Plat Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 Other Rms Dining Rm Fireplace Stories Deck Deck Sq Ft Porch Pool Units Nuisance St Access St Surface Wtr Front WtrFntLoc WtrFrntFT Golf Adj OWNER(S) Old Republic Title & Escrow :332305 9036 Bldg ID #:I Total A.V. :$233,000 : Szigety Darcy C Land :$114,000 Struct :$119,000 : 12243 SE 184th St Renton 98058 % Imprvd :51 : 12243 SE 184th St Renton Wa 98058 Levy Code :4250 :07/22/1998 Doc# :749 2004 Tax :$2,944.50 :$192,500 FULL Deed :Warranty Excise Tax#: 1626762 :$144,350 Lender :Sammamish Mortgage Q: SW S:33 T:23N R:05E Map Grid :686 Fl :002 RES,SINGLE FAMILY RESIDENCE :R6so :STR 332305 T AXLOT 36 POR NE 1/4 OF :SW 1/4 -BEG NE COR SD SUBD TH N :88-50-11 W 230 FT TO TPOB TH S Nbrhd Code :059006 Phone# Census Tract:293.04 Block: I Vol: Pg: PROPERTY CHARACTERISTICS :4 !st Floor SF :],000 Year Built :1958 :1 2nd Floor SF EffYear : I 3+ Floor SF Bldg Mat! AboveGmd SF :1,000 Bldg Cond :Avg Bsmnt Finished :1,000 Bldg Grade :Avg Bsmnt Total SF :1,000 Interior :2 Building SqFt :2,000 Wall Mat! : 1 Basement Type :Daylt Insulation :Yes Basement Grade :Lowlavg Heat Source :Oil :420 Bsmt Parking SF : Heat Type :Hot Water Garage Type Air Method Attached Grg SF : Electric Svc : 1 Detached Grg SF : Wtr Source : Water District :Multiple Carport SqFt Sewer Type :Private LAND INFORMATION VIEW INFORMATION :Public :Paved :No Lot Sq Ft : 100,623 View :None Mountain Mt. Rainier Olympics Cascades Territorial Other Lot Acres :2.31 Lot Shape Tde/Uplnd Topography : Topo Probd : Lake/River Lake Sammamish: Lake Washington: Puget Sound Seattle Skyline : TRANSFER IDSTORY DEED LOAN TYPE : Szigety Darcy C DATE :07/22/1998 DOC# 749 PRICE :$192,500 :Warranty :$144,350 :Convent REAL ESTATE SOLUTIONS soo.345.7334 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of infonnation contained in this report. I ·-·' Aftc-r Recording. Return to: Name: DARCY C. SZJGETY Address: 12141 SE ISHH STREET RENTON, WA 980~8 EKrOW No,: 9806004 \ Abbrcvwcd U:ga.l OC$Crip,Jon: PTN of NE l/4 SEC 33 TWN 23 N RNG 5 E Full Lt:gal Descripllon: Propeny Tax Pa.reel No: lll30:S-90l6-08 STA TUTOIIY W AIIRANTY DEED 9 THE GIIANTOll.(S), GEORGE 0. McNEESE and MARLYS A. McNEESE, husband and wife, for and in consider>tion of TEN DOLLARS ($10.00) AND OTHER GOOD AND VALUABLE CONSIDERATION, in hand paid, convey, and warnnlS to DARCY C. SZIGETY, a married man, as bis separa1e estate, GRANTEE(S). the following described real estate, situated in lhc County of KING, State of Washington: LEGAL DESCRIYl10N ATTACHED HERETO AS EXHIBIT 'A' AND INCOII.PORATED HEREIN BY THIS REFERENCE AS THOUGH FULLY SET FORTH. SUBJECT TO: RighlS, Re,ervation,, Restriclions, AgrfflllCnts, Covenants and/or Easements as discloS<d in the preliminary litle conunilll1ellt i,sued by TRANSNATION TITLE INS. CO., Order 12252806, Paragraphs No. 7-11 and 1993 second half taxes. DATED thi, 17 d>y of July, 1998. 0.. FILED FOR RECORD AT REQUEST 2; ="k'.~~~it,-'-~/j;;c,;:::'h1,:..:...'.'.:7...:z.<"''""'""-~..,T'R*1tl!"IISll' .. noN TITLE INSUR~NCE ' GEOIIGED'tkNEESE '" "' STATE OF WASHINGTON )SS. COUNTY OF KING I ccnify lhal I know or have ia!Ura..tory evidma: that GEORGE D. McNEESE aod MARLYS A. McNEESE m the pmon(•) who appcan,d before mo, and wd pcnon(,) acknowlodgod di.al they ,ip,1 lb.is ~I .aod w;bowlfdgcd it to be their free and vohmwy act for die uses and PlllJl't*S mentioned in the in.urument. Qiveo · OfflCIM. SEAi. VICTORIA M. WISE .. ., ......... ~- IIIC...-~11-lHI mu~,J,(d na . W11e NOTARY PUBLIC lo 111d fortheSlalc or Washington, raidin, • Sell.de My COIIIIIUNioo «pita: 11-16-00 3426.::.o ~,~-.;aa., ... ,·._ 191!:lDO.OO I .. [ • ,. • , -. 0 LEGAL DESCRIPTION: THAT PORTION OF THE NORTHEAST l/4 OF THE SOUTHWEST 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGES EAST, W.M., DESCRIBED l\S FOLl,OWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 88°50'11" WEST ALONG THE NORTH LINE THEREOF, A DISTANCE OF 230 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE SOUTH 01°03'14" WEST, PARALLEL TO THE EAST LINE OF SAID SUBDIVISION, A DISTANCE OF 280 FEET; THENCE NORTH 88°50'11' WEST, PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION, A DISTANCE OF 317.49 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE COVINGTON GRAND CO!JI,ES TRANSMISSION LINE EASEMENT AS CONVEYED TO THE UNITED STATES OF AMERICA BY INSTRUIIENT RBCORDED JULY 18, 1941 UNDER RECORDING NO. 3178820, RECORDS OF KING COUNTY; THENCE NORTH 15°22'40" WEST, ALO.NG HESTERLY MARGIN, A DISTANCE OF 291.80 FEET, MORE OR LESS, TO THE NORTH LilfB OF SAID NORTHEAST l/4 CF THE SOUTHWEST 1/4; THENCE SOUTH 88°50'11" Bl\ST, ALONG SAID NORTH LINE, 40l.48 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNINGi TOGETHER WITH AN EASEMENT FOR ROADWAY AND UTILITIES PURPOSES J OVER .. A STRIP OF LllND 60 FEET IN WIDTH BEING 30 FEET Oll EACH'' .SIDE OP Tllll FOLLOWING DESCRIBED CENTER LINE: BEGINNING ON THE CENTER LINE OF SOUTHEAST 184TH STREET AS SHOWN ON THE PLAT OF NORTl!lll!STERN GARDEN TRACTS DIVISION NO. 6, AS PER PLAT RECORDED IN VOLIJIIE 46 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, SAID POINT BEING NORTH 88°50'11" WEST 8. 70 FEET FROM THE EASTERLY MARGIN OF SAID PLAT; THENCE SOUTH 88'50'11' EAST TO THE CENTl!R OF SAID SECTION 33 AND THE TERMINAL POINT OF SAID CENTER LINE; EXCEl'T THAT PORTION LYING WITHIN SOUTHEAST 184TH STREET AS ESTABLISHED IN SAID PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION NO. 6; AND EXCEPT ANY PORTION LYING WITHIN THE MAIN TRACT; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. \ Parcel No. Owner Co Owner Site Addr Mail Addr Sale Date Sale Price Loan Amt Land Use Zoning Bldg Name Plat Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 Other Rms Dining Rm Fireplace Stories Deck Deck Sq Ft Porch Pool Units Nuisance St Access St Surface Wtr Front WtrFntLoc WtrFmtFT Golf Adj OWNER(S) .·%· •• • • . ' * .. it. Old Republic Title & Escrow :332305 9009 :Bagley William F Bldg ID #:I :12252 SE 184th St Renton 98058 :12252 SE 184th St Renton Wa 98058 Doc# Deed Lender :002 RES,SINGLE FAMILY RESIDENCE :R6so :STR 332305 TAXLOT 9 S 490 FT OF SE : l/4 OF NW 1/4 LY ELY OF BONNEVILLE :TRANSMISSION LINE EASEMENT TAXABLE TotalA.V. Land Struct %1mprvd Levy Code 2004 Tax :$229,800 :$194,800 :$35,000 :15 :4250 :$2,400.10 Excise Tax # : Q: NW S:33 T:23N R:05E Map Grid :686 Fl Nbrhd Code :059006 Phone# :425-255-8852 Census Tract :293.04 Block:! Vol : Pg: PROPERTY CHARACTERISTICS :3 1st Floor SF :l,040 Year Built :1966 :I 2nd Floor SF EffYear 3+ Floor SF Bldg Mat! Above Grnd SF :1,040 Bldg Cond :Avg Bsrnnt Finished Bldg Grade :Low\avg Bsrnnt Total SF :1,040 Interior : 1 Building SqFt :2,080 Wall Mat! : 1 Basement Type :Yes Insulation :Yes Basement Grade Heat Source :Oil :180 Bsmt Parking SF : Heat Type :Fred Air Garage Type Air Method Anached Grg SF : Electric Svc : I Detached Grg SF : Wtr Source : Water District :Yes Carport SqFt Sewer Type :Private LAND INFORMATION VIEW INFORMATION :Public Lot Sq Ft :225,205 View :None Mountain :Paved Lot Acres :5.17 Lake/River Mt. Rainier Lot Shape Lake Sammamish: Olympics Tde/Uplnd Lake Washington: Cascades Topography : Puget Sound Territorial :No Topo Probd : Seattle Skyline Other TRANSFER IDSTORY DATE DOC# PRICE DEED LOAN REAL ESTATE SOLUTIONS 800-345-7334 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. TYPE Parcel No. Owner Co Owner Site Addr Mail Addr Sale Date Sale Price Loan Amt Land Use Zoning Bldg Name Plat Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 Other Rms Dining Rm Fireplace Stories Deck Deck Sq Ft Porch Pool Units Nuisance St Access St Surface Wtr Front WtrFntLoc WtrFmtFT Golf Adj OWNER(S) Old Republic Title & Escrow :619960 0040 Bldg ID#:! Total AV. :$178,000 :Mondale Guy E Land :$68,000 Struct :$110,000 :12037 SE 184th St Renton 98058 %Imprvd :62 :12037 SE 184th St Renton Wa 98058 Levy Code :4250 Doc# 2004 Tax :$2,293.41 Deed Excise Tax #: Lender Q:SW S:33 T:23N R:05E :002 RES,S!NGLE FAMILY RESIDENCE Map Grid :686 El :R6so Nbrhd Code :059006 Phone# :Northwestern Garden Tracts Div No. 06 Census Tract:293.04 Block: I :BLK I LOT 2 NORTHWESTERN GARDEN Vol :46 Pg:100 :TRS DIV# 6 E 105 FT OF N 108 FT PROPERTY CHARACTERISTICS :3 1st Floor SF :1,180 Year Built :1969 : 1 2nd Floor SF EffYear 3+ Floor SF Bldg Mat! AboveGmdSF :1,180 Bldg Cond :Good Bsmnt Finished Bldg Grade :Avg Bsmnt Total SF Interior : I Building SqFt :],180 Wall Mat! : I Basement Type Insulation :Yes Basement Grade : Heat Source :Gas :120 Bsmt Parking SF : Heat Type :FrcdAir Garage Type :Attached Air Method Attached Grg SF :440 Electric Svc :I Detached Grg SF : Wtr Source : Water District Carport SqFt Sewer Type :Private LAND INFORMATION VIEW INFORMATION :Public :Paved :No Lot Sq Ft : 11,340 Lot Acres : .26 Lot Shape Tde/Uplnd Topography : Topo Probd : View :None Lake/River Lake Sammamish: Lake Washington: Puget Sound Seattle Skyline : TRANSFER HISTORY DATE DOC# PRICE DEED Mountain Mt. Rainier Olympics Cascades Territorial Other LOAN REAL ESTATE SOLUTIONS 800-345-7334 Infonnation compiled from. various sources. Real Estate Solutions makes no representations or warnmties as to the accuracy or completeness of infonnation contained in this report TYPE Parcel No. Owner Co Owner SiteAddr Mail Addr Sale Date Sale Price Loan Amt Land Use Zoning BldgNaroe Plat Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 Other Rros Dining Rm Fireplace Stories Deck Deck Sq Ft Porch Pool Units Nuisance St Access St Surface Wtr Front WtrFntLoc WtrFmtFT Golf Adj OWNER(S) Old Republic Title & Escrow :619960 0060 Bldg ID #:1 Total A.V. :$358,000 :Goss Myron R Land :$119,000 Struct :$239,000 :12047 SE 184th St Renton 98058 % lmprvd :67 :12047 SE 184th St Renton Wa 98058 Levy Code :4250 Doc# 2004 Tax :$4,383.59 Deed Excise Tax # : Lender Q:SW S:33 T:23N R:05E :002 RES,SINGLE FAMILY RESIDENCE Map Grid :686 El :R6so Nbrhd Code : 05 9006 Phone# :425-255-1684 :Northwestern Garden Tracts Div No. 06 Census Tract:293.04 Block: 1 :BLK 1 LOT 3 NORTHWESTERN GARDEN Vol :46 Pg:100 :TRS DIV# 6 TRACT 3 -TAXABLE :PORTION PARTIALLY EXEMPT UNDERRCW PROPERTY CHARACTERISTICS :3 1st Floor SF :1,360 Year Built :1950 :2 2nd Floor SF EffYear 3+ Floor SF Bldg Matl Above Grnd SF :1,360 Bldg Cond :Good Bsmnt Finished Bldg Grade :Good Bsmnt Total SF Interior :2 Building SqFt :1,360 Wall Matl :I Basement Type Insulation :Yes Basement Grade : Heat Source :Oil :550 Bsmt Parking SF : Heat Type :Fred Air :Yes Garage Type :Attached Air Method Attached Grg SF :370 Electric Svc : 1 Detached Grg SF : Wtr Source : Water District :Yes Carport SqFt Sewer Type :Private LAND INFORMATION VIEW INFORMATION :Public :Paved :No Lot Sq Ft : 123,274 Lot Acres :2.83 Lot Shape Tde/Uplnd Topography : Topo Probd : View :None Lake/River Lake Sarnmaroish: Lake Washington: Puget Sound Seattle Skyline : TRANSFER HISTORY DATE DOC# PRICE DEED Mountain Mt. Rainier Olympics Cascades Territorial Other LOAN REAL ESTATE SOLUTIONS 800-345-7334 Infonnation compiled from various sources. Real Estate Solutions makes no representations or warnmties as to the awuracy or completeness of infunnation contained in this report. TYPE Parcel No. Owner Co Owner Site Addr Mai!Addr Sale Date Sale Price Loan Amt Land Use Zoning Bldg Name Plat Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 Other Rms Dining Rm Fireplace Stories Deck Deck Sq Ft Porch Pool Units Nuisance St Access St Surface WtrFront WtrFntLoc WtrFmtFT Golf Adj OWNER(S) Old Republic Title & Escrow :332305 9015 Bldg ID #:I :Wilson Douglas M & Jan E :18406 !24th Ave SE Renton 98058 :18406124thAve SERentonWa98058 :06/29/1992 Doc# Deed :Quit Claim Lender :002 RES,SINGLE FAMILY RESIDENCE :R4so :STR 332305 TAXLOT 15 LOT 1 OF :REVISED KC SHORT PLAT NO 775088 :RECORDING NO 7710200755 SD SHORT Total A.V. Land Struct %Imprvd Levy Code 2004 Tax :$379,000 :$101,000 :$278,000 :73 :5100 :$5,148.08 Excise Tax#: 1254527 Q: SE S:33 T:23N R:05E Map Grid :686 Fl Nbrhd Code :059006 Phone# :425-228-6640 Census Tract :293.04 Block: I Vol: Pg: PROPERTY CHARACTERISTICS :3 1st Floor SF :2,290 :2 2nd Floor SF :1,260 3+ Floor SF : I AboveGmdSF :3,550 Bsrnnt Finished Bsrnnt Total SF :4 Building SqFt :3,550 :2 Basement Type :Yes Basement Grade :660 Bsmt Parking SF : Garage Type Attached Grg SF : : I Detached Grg SF : Carport SqFt LAND INFORMATION :Public Lot Sq Ft :59,241 :Paved Lot Acres :1.36 Lot Shape Tde/Uplnd Topography : :No Topo Probd : View Lake/River Year Built :1976 EffYear Bldg Mat! Bldg Cond :Avg Bldg Grade :Better Interior Wall Mat! Insulation Heat Source :Gas Heat Type :Fred Air Air Method Electric Svc Wtr Source :Water District Sewer Type :Private VIEW INFORMATION :None Mountain Mt. Rainier Lake Sammamish: Olympics Lake Washington: Cascades Puget Sound Territorial Seattle Skyline Other TRANSFER HISTORY DEED LOAN TYPE : Wilson Douglas M & Jan E DATE :06/29/1992 :06/26/1992 :05/01/1990 DOC# 897 1016 PRICE :$210,000 :$200,000 :Quit Claim : Wilson Douglas M/Jan E :Burdge Norman R & Colleen L :Warranty :$168,000 :Convent :Warranty REAL ESTATE SOLUTIONS 800-345-7334 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. 'al ~. _,, __ .J :.=. ~~ •II) -'"' .,, 1..1 l . _,,,1 ~i= ~ :·, ~ ~,-- :~ --~ ., .,. = . ., C, ' filed for Record al Rcqti,;st of ELITE ESCaow, INC. AFTER RECORDING MAIL TO: Address 18406 l24t;b Avenue S E City, Slate, Zip Renton \IA 98058· 7240 Statutory Warranty Deed TIIEGRANTOR COLLEEN L. :SURDGE, on urunarriod woman, as hrir separate ostate for ,md in con.~idcr:uion of TEN' DOL1ARS AND OTHER GOOD ANO VAWABLE CONSIDERATION in h.:md p:iid, conveys and w;,,rr:mls to DOUGLAS M. llILSON and JAN E. 'WILSO!~. husband and wife the following described rcalcs1:i1c, situ.itcd in the County of LEGAL DESCRIPTION IS AnACtl.E:D HERETO AS IS HADE A PART HEREOF. Da1cd this lB day of June King , Stille of Wil.Sbington: EXlfllHT "A• AND BY THIS REFER.ENCE , 1992 By ir~t"'·~ib+ ....................... By ........................ -................................................................................ . By .................................................................. -............................. By .......................................... _,, ................................................... . ~'TATE OF. tJ:1shfngton } COUNTY OEe-K .. l1.1Dlllg'-----"' I certify th:it I know or ha\,;:. satisfoctory c\idcnee that !G:CPILJ 1.1 EEJE!IN!..lI~•'IIWIR!IJ!l.E.. ___________ _ --------.l:z_ the person_ who appeared before me, ilOd s.iid person __ ncknowledged that ..she.__ signed thi..., instrumcnl and acknowledged ii lo bc...h!il--free nnd volun1D:ry :i.ct for the uses :ind purposes mentioned in l11is ins1rumcn1. D,11cd~ / 9 ';L_ SHERRY E. CROOM STATE OF WASf\lMGTON NOTARY··•·· PUBLIC My Commission Expires 106-95 Rc:iiding atjS~>:Aa,' ,,TT....,,L,sE ______________ _ My :ipj)Ointmcnt cxpires:cl.,Ou/,a6"'/:,.9.2S __________ _ J ....... ,;£ r·.)11· •·::;: :.;.'"f '.,, ... '!i ., "< 0 'J 0 ;_' g d 0 ,1 ~ ' ,·, 0 co .... OJ M • .. -' € J, J~ ,~ ·1~ ':j .,u >o " > "'Id ~ i= .. 1,_ :: ,J . ~ ~!: 'J -, ., ~ ~. ,,, .. : ; :- , o ·~ , "" ·~ ,o "" l l i: 0 - .. ESCROW NO: 11391 PAGE 2 PARCEL A: LOT 1, REVISED KING COUNTY SHORT PUT NUll!IER 775088, RECORDED UNDER RECOROING NUMBER 7710200755, A REVISION OF KING COUNTY SHORT PUT NUll!IER 775088 RECORDED UNDER RECOROINC NUMBER 7607300883, BEING A PORTION OF THE S011THEAST QUARTER OF SECTION 33, TO\INSHIP 23 NORTH, RANCE 5 EAST, Yl!.l.\HETTE MERIDIAN, IN KING COUNTY, WASHINGTON; 'rOG&THER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE EAST 60 . FEET OF THE WEST 360 FEET OF THE NORTH 300 FEET OF THE NORTHWEST QUARTER Of THE SOOTHEAST QUARTER OF SECTION 33, TO\INSH!P 23 NORTH, RANGE 5 EAST, WIL!J\IIETTE MERIDIAN, IN KING COUNTY, WASHINGTON, PARCEL B: THE SOUT!l JO FEET OF lHE EAST 320 FEET OF THE WEST 350 FEET OF THE SOUTHWEST QUARl'ER OF THE NORTHEAST QUARTER OF SECTION 33 1 TOWNSHIP 23 NORTH, RANGE 5 Et\ST, WILLAMETTE MERIDIAN, IN KINC COUNTY, WASHINGTON. PARCEL C: THE NORTH 30 FEET OF THE WEST 300 FEET OF THE NORTHWEST QUARTER OF THE SOUTNEAST QUARTER OF SECTION 33, TO\INSHIP 23 NORTH, RANCE 5 EAST, W!LUHETTE MERIDIAN, IN KING COUNTY, WASHINGTON . SUBJECT TO: RIGHTS, RESERVAflONS, RESTR!CT!ONS, EASEMENTS AND COVENANTS OF RECORD, AS INDICATED IN PRELIMINARY TITLE REPORT ISSUED BY CHICAGO TITLE INSURANCE COMPANY, ORDER NO: 243787. ACKNOWLEDGED AND ACCEPTED AS TO CONTENT AND FORM: ~Lvtt~ ~ E k_L'OM::---llOUGLJ\S.TrLSoN JiJiE'. IIILSON • Parcel No. Owner Co Owner Site Addr Mail Addr Sale Date Sale Price Loan Amt Land Use Zoning Bldg Name Plat Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 Other Rms Dining Rm Fireplace Stories Deck Deck Sq Ft Porch Pool Units Nuisance St Access St Surface Wtr Front WtrFntLoc WtrFmtFT Golf Adj OWNER(S) ··~· '• • • • • *.,.. ... Old Republic Title & Escrow :332305 9027 Bldg ID #:1 :Lowe Laura AIR.ichard E :12255 SE 184th St ( No Mail) Renton 98058 : 12255 SE 184th St ( No Mail) Renton Wa 98058 :05/27/1998 Doc# :1926 :$145,000 FULL Deed :Warranty :$137,750 Lender :Cascade Bank :002 RES,SINGLE FAMILY RESIDENCE :R6so :STR 332305 TAXLOT 27 POR NE 1/4 OF :SW 1/4 -BEG NE COR SD SUBD TH N :88-50-11 W 130 FT TO TPOB TH S Total A.V. Land Struct %Imprvd Levy Code 2004 Tax :$184,600 :$85,000 :$99,600 :54 :4250 :$2,389.54 Excise Tax# :1614533 Q: SW S:33 T:23N R:05E Map Grid :686 Fl Nbrhd Code :059006 Phone# Census Tract :293.04 Block:! Vol: Pg: PROPERTY CHARACTERISTICS :3 1st Floor SF :1,720 Year Built :1958 :2 2nd Floor SF EffYear : 1 3+ Floor SF Bldg Mat! Above Grnd SF :1,720 Bldg Cond :Good Bsmnt Finished Bldg Grade :Avg Bsmnt Total SF Interior : 1 Building SqFt :1,720 Wall Mat! :I Basement Type Insulation Basement Grade Heat Source :Oil Bsmt Parking SF : Heat Type :Hot Water :Yes Garage Type :Attached Air Method Attached Grg SF :460 Electric Svc : I Detached Grg SF : Wtr Source :Water District Carport SqFt Sewer Type :Private LAND INFORMATION VIEW INFORMATION :Public Lot Sq Ft :28,000 View :None Mountain :Paved Lot Acres :.64 Lake/River Mt. Rainier Lot Shape Lake Sammamish: Olympics Tde/Uplnd Lake Washington: Cascades Topography : Puget Sound Territorial :No Topo Probd : Seattle Skyline Other TRANSFER HISTORY : Lowe Laura A/Richard E :Gustine Michael A/Charity G :Selvar James R & Jacqueline M DATE :05/27 /1998 :07/12/1994 : 10/26/1989 DOC# 1926 1138 219 PRICE :$145,000 :$115,750 :$89,948 DEED :Warranty :Warranty :Warranty LOAN :$137,750 :$115,133 REAL ESTATE SOLUTIONS 800-345-7334 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. TYPE :Convent :Fha -• . , ' AFTER RECORDING MAIL TO: Richard E. Lowe 12255 S.E. 184th Street Renton, WA 98058 F'ded for Record at Request ol Evergreen Title Company, Inc. Escrow Number. G80398CP Statutory Warranty Deed Granlor(s): Michael A. Gustine, Charity G. Gustine Graalc:e(s):Richard E. Lowe, Laura A. Lowe Abbrcvia.tcdLcgal: Ptn NE SW, S33, T23N, RSE, records of King Councy, QA AddilionaJ lepl{fi.) OD page: Asscssots Tax Parcel Number{s): 332305·9027 ·09 TIIEGRAN'IURMichael A.. Gwicine and Charity G. Gustine, husband and wife for and in comidcration of TEN DOUARS AND OTHER GOOD AND VAUJABl.E CONSIDERATION in hand paid, com'C)'S and wartam to Laura A. Low!! and Richard E. Lowe , husband and wife the: following described rc:al e&lalc:. aituated in the County of King , State of W adliaglcm; Legal description attached hereto under ·~ibit A" and by this reference incorporated h,a.reln. , f D-~ SUBJECT TO: See attached Exhibit B which 1a m,.de a part: hereof by chla 19 8 B rity STA.TE OF \lashington } SS: County of ..,K,.1 .. n,.g _________ ) I certify that I know or laavc u.tWacto,y cvidcoot: th.a Michael A. Gu.a tine and Charity G. Guattne .!!!._ the pen.on -• _who appeared before me. and illid penou. -• __ acbowleqr.d that thay signed 11ns butrumem aad ~~to be ll!!.J.L.._frce aad ..iu-, Ktb-tho .... ...i_ mc:otioocd in this imtrwacnt.. Dated: Kay ~ ~ , 1998 ,,, ........ ,, .,.._.i-~eoEl=IJc .... ~'',, .. -~-,..;;;·······= \ " "r.,··· .,.. .. .,.,. f $!/ ,.o1.s<' ~\ \ • ! -•-i;iz} ;; \. "'1"'c 11! f! • \ ..... ~. ,~/_o,/ •, -,,.,:·;~1,1ar..~ ... _;-, ... "' ~ ........ fl~-.. ~ ~,.,,.. OF "4pri ,,,""' ''•11111111• ... :;33 l)ll/lU98 Ei6l• .. . . .. l!SIH.00 - . ' .. .. t,C N al ... ['- N ; u, 0 CZ) :n '· EXHISIT A Parcel A: That ponion of lhe Nonheast quaner of thc Soulhwest quaner of Section 33, Township 23 Nonh, Range 5 F.as1, W.M., in King Coonty, Washington, described as follows: Beginning at the Nonheast comer of said subdivision; THENCE Nonh 88"50'11" West, along the Nonh line thereof, a distance of 130 feet to the True Point of Beginning of the tracl herein described; THENCE Soulh 1 "03'14" West, parallel to the F.ast line of said subdivision, 280 feet; THENCE Nonh 88°50'11" West, parallel to the Nonh line of said subdivision, a distance of 100 feet; THENCE Nonh 1°03'14" F.asl, parallel to the EaS1 line of said subdivision, a distance of 280 feet; THENCE Soulh 88°50' 11" East, along said Norlh line, a distance of 100 feet to the Troe Point of BegiMing. Parcel B: An easement for roadway and utility purposes 60 feel in widlh, being 30 feet on each side of the following described centerline: Beginning on lhc c:enlCrline of Southeasl 184th .Sueet, as shown on the Plat of NORTHWESTERN GARDEN TRACTS DIVISION NO. 6, according to the plat !hereof re«mlcd in Volume 46 of Plats, Page 100, records of King County, said point being Nonh 88°50'11" West 8.70 feet from lhc F.asterly margin of said plat; THENCE Soulh 88° 50'1 l" Eut to !he cenier of Section 33, Township 23 Nonh, Range 5 East, W.M .• in King Cowny, Washington, and the tenninal point of said centerline; EXCEPT tha1 portion thereof lying wilhin Pan:d A described herein. , ... , U'D-10 -· ., - .. , ., EXHIBIT ll EASEMENT AND THE TERMS AND CONDmONS TIIEREOF: Grantee: Pugel Sound Power and Light Company Purpose: Construct, operate and maintain electric transmission lines over and across part of said Area Affected: Dated: Recordod: Recording No. : premises 30 feet strip June 30, 1949 July 15, 1949 3919394 EASEMENT AND TIIE TERMS AND CONDITIONS TIIEREOF: Disclosed by: Instrument recorded under Recording Number Purpose: Area Affocr.d: 4991814 , Easement for roadway and utilities Northerly 30 feet ... ; $AUS TN< UC E PAID • ,,::Cl, ./ Statut~;.:..~~. Deed "-•n,d i._..,j , 'l.: • ...: .:. : tt. :•, •. 1 .. )i,-1"11...,: <tr .... ri!,...\ r,r,j ,:,• ,1.-•IIWlll'd ,nth,: l"rovl'll;I' 11( \\ •·h.011:h>n x:: ..... • !"'tlo:. n: the Xorth..;1:15t ~ o:· U:e-S,nith·11u=:~ . :f ~i)=-':. 'i!~,.:~ 5 ?.u-'t ','lo:.'.o, (:('l!Jr;,·r[,t:,•( fl.~ ~·.:.:..:,H\'~': ::tl',.;.i.11..:.l: .. · H!.. .,,H'f.r:r,A..~t cor;1,,..1· .i; 511~1 :11.Jt,(11·.;\·;~-.l~; '-'' ,,J ~;::;:·t:: _;.-'"5:;•ll" ·,•;es::., slon,: tct, ;;l1rt..:'.1 lt!:•_• thor~o:, n dls:·,:.c,.: ~-e .. t. :0 tia> ·-r'.HJ po!.:1::. u. :1u~:~rmint-: d U-,,, trr,.'':. he:"t!~:1 d(Jsc:·:- ::.:.enc-e South PJ3 1 1 11'1 ,',os:, ;;1,rnllel to :.., .. ~ ~n.:::. .:.t:.i: u;· !lnlt'. :i~1!:- :~v~slo!"., 2-\ .. .: !'e,it; th~r.ce ;-l0rth 88°50 1 l:11 ·;, .. :,·, : .: '~el t.v tfin ;.iu.,1,·th l~:1,! u!' s~ :bd~vislon, a dl!lta.:,c'1 .J:· v, tbcr.co '.';vrtb l'~.QJ..13,.-1,.''>1 ::::.,,::;t ;:, . --t.v :::e Enst lino o:· S'"li:.i ~· .; ~.J'.l, a :1!.stn!"',Qe :o.f"';····· ""<·· ~ ~ !·<:>~·t; t}o(!nCe Scmth Btl,.)50'11 11 £o~t. c1: ,~.: ::u~t!·. 1 1.no, ... ·,.Q~S(.,ati.b:"1 hA. feet to thr tr"-.:e point •:i:· oe.:1nr,~: : ,'-.' ·,'.-- " • • J ~ :;·:.<·E':7 :'J and ':'OGET!'.!::H \'iITH a.:--. e:1:;e::.,-,·. ~ :·~r road'i'lOj' and; u.tB.l~les ;:·.H'~d:".":: CJ feet ~r. width, boln.; 30 feet url i.;.'JC:. z'...clo of thti .F.Cl'lil.9-.·ln~" r:e:'1c:·i.:ib.i center 11.no: Oet.:inrilr.f..:; or: tLe center llr,e of S0utheb.11t lr.4 S:.r·eet o.s slwwn on tr,e plat or Northwe~t.ern ...iard.:,n Tracts Olv1a10n Uo. €, as p~:-p_l~t recorded in Volume 16 of Pl· t.s on page 100, records or Klng ~-aunty! said point beln~ North aa0 e.0111"' West B.70 foet frorn the :·,aster.J..:, margin of sald plat; :.hence South HH~so,11 11 E~st to th8 cont~,, of saili Section 33 anc..i the terminal polnt or said center 11no; ::.lL'...:n~~· 1n t.be Cvunty 01' i<lni:, St!'l.t.e uf Washington. C'C'~; -=zrq<7 tor~c ~·'"!'·'~ :r·1t,r.· '>iS,P~,r.:-.. J.:r";<~ ·,• 1r '~•r l_L.':,· SFBJE:T TO: Restrictions and reservations of record. J!',; WIT.\ESS \\'HEREOr '.'.ai~l corpo,ation ~ c.a.u9'N this ;rutrum,nt lo be n«utied by iU pior~r uffiar, ;uid its corp.•r~,, sral to[)(' bcr,·..i1,tu ~:; . .:,;ffi this ~8th dv or January , l'.1 59 Parcel No. Owner Co Owner Site Addr Mail Addr Sale Date Sale Price Loan Amt Land Use Zoning Bldg Name Plat Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 OtherRms Dining Rm Fireplace Stories Deck Deck Sq Ft Porch Pool Units Nuisance St Access St Surface Wtr Front WtrFntLoc WtrFmtFT Golf Adj • •(ft* •• • • • • .. .., ,.. . Old Republic Title & Escrow :332305 9052 :Batson Harold O Jr Bldg ID #:I :18328 124th Ave SE Renton 98058 :18328 124th Ave SE Renton Wa 98058 :12/04/1992 Doc# :2425 :$52,669 FULL Deed :Warranty :$20,669 Lender :Seller :002 RES,SINGLE FAMILY RESIDENCE :R4so :STR 332305 TAXLOT 52 POR OF SW 1/4 :OF NE 1/4 -BEGIN SW CORNER OF SW :1/4 OF NE 1/4 THE 350 FT TH N Total A.V. :$323,000 Land :$91,000 Struct :$232,000 % Imprvd :72 Levy Code :5100 2004 Tax :$4,450.48 Excise Tax# :1282349 Q: NE S:33 T:23N R:05E Map Grid :686 Fl Nbrhd Code :059006 Phone# Census Tract :293.04 Block: I Vol: Pg: PROPERTY CHARACTERISTICS :5 !st Floor SF :2,230 Year Built :1994 :2 2nd Floor SF EffYear :1 3+ Floor SF Bldg Mat! Above Gmd SF :2,230 Bldg Cond :Avg Bsmnt Finished :320 Bldg Grade :Low\avg Bsmnt Total SF :2,160 Interior Building SqFt :4,390 Wall Mat! : I Basement Type :Daylt Insulation :Yes Basement Grade :Lowlavg Heat Source :Gas :660 Bsmt Parking SF : 1,080 Heat Type :Heat Pump Garage Type :Basement Air Method Attached Grg SF : Electric Svc : 1 Detached Grg SF : Wtr Source :Water District Carport SqFt Sewer Type :Private LAND INFORMATION VIEW INFORMATION :Public :Paved :No Lot Sq Ft Lot Acres Lot Shape Tde/Uplnd Topography Topo Probd :38,400 :.88 View :None Lake/River Lake Sammamish: Lake Washington: Puget Sound Seattle Skyline TRANSFER HISTORY Mountain Mt. Rainier Olympics Cascades Territorial Other OWNER(S) :Batson Harold O Jr DATE : 12/04/1992 DOC# 2425 PRICE :$52,669 DEED LOAN :Warranty :$20,669 REAL ESTATE SOLUTIONS 800-345-7334 Infonnation compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. TYPE :Seller " ., E " J " " ., ~ 5 ~ < , " ~ = " , , " - j j I Filed for Ric:c.ord al Request of: Residential Escrow, Inc. AFTER RECORDING MAIL TO: Name Address Resid.ential E!crov, Inc. 24837 104th Ave. S.E., 0103-A City, Sl.ll!C Zip Kent, U'A 98031 £! :! 1.AWY[J-1.J Ii,:... i...,i.., .. :;-i;, Escrow Number: 2498 ti-- ft'/(! f 3!'7 :,. Statutory Warranty Deed TIIEGRANTORSTANLEY M. WATSON' and INCE KAY WATSON, husband and wlfe for and in considcratioc of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warranL<. to HAR.OU> O, BATSO!'Z, JR. , a single person lhc following described real cs;tatc, !itualc:d in the County of KING LJjSEE EXHIBIT •A' .. ATI'ACHED HERETO AND INCORPORATED HEREIN BY REFERENCE. N ~ l'-l ('..J c:n Dated this l day or December, 1992 By~TS7;.;w~ !'1,IATEOF WASHINGTON } r..·oun1y or _K::.l,.:N::,Gc._ _______ J SS: By By , Slate of Wllhington: I certify 1ha1 J know or have satisfa~orycvideccc lhat Stanley H. Yacson and Inge Kay Yat.son _!!£._ lhc persons who appeared before me, and said pcnons acl.nowlcdgcd that t:hey signed this iru.trumcnl and ac1nowfcdgc it to be their; free and voluntary ad for the uses and purposes mentioned in this instrumenl. Dated; December 9rC,, , 1992 IIWlk.YN IIO'IE'I STATE Of WASHINGTON NOTAAY ••·· PU!!LIC u..Cotrmuion c~cirn 11·15·94 00'8 ·;i ' t o' 0 • ... "' .,, '" Ill .. . Ill' . ' [.; i tl'1 ~ . .. "' ' ; :~ ' '· ci ·t ~ J .. ' ~ I ::l I .. l w ' l ~-. ' if .Ji. J • • • ',,.-m,i~--' 2 ...• lo • - • ., < , a , , ., = -, ~ < , ~ , ~ , , , ~ . ·-"EXHIBIT A." LEGAL OE6CR!PTI0N Thf.t portion of thi SouthwHt quarter of tha Nor"th111i quartar cf' S1c:tlon 33, T~~n,hip eJ Worth 1 Ringa 5 E~&t w.M.1 in Klng County, Wa1hlngton1 d11cr"lb1d as fQJ 1011191 e,gtnning at the S011th.-Ht corn1r of said 1ubdivl1icn1 THENCE South eSQ~0'11" East along th1 South line of ta!d 1ubdivl1ion 350 fiat1 THENCE Ntlrth 1003 1 14" Ent 150 fHt; THENCE North saos0 1 11" WHt 350 fatt, l'IIO•·• or lH1, to th• Wa.1t li• of s,.id -:1ubdh.!:slo11; , L L ""'1 t of eanlrinlnnt THENCE •long tiid W•tt lJna South Jo0J'l4• Wa•t 1~0 f••~ ~o...., n • ~ EXCEPT the wnt 30 fHt ther1of ,nd th11 South 30 hat th1r1of for road S:,U.l"J:IOHI, stJBJl'I:rro: Easanent and oonditions contained therein, as granted by instNnent recorded July IS, 1949, Recording No. 3919394, in favor of Puget Sound P<M!r • !.lght Q:mpany, to construct operate and maintain electric transmission lines. Easaient and conditions contained therein, as granted by instrurent recorded February J, 1954, Recording No. ~416152, >for road. Easenent and conditions con_t.ained therein, as grantell by instNnent recorded October 23, 1979, Recording No. 7910230727 ,' in favor of Cascade s..,..,r Districtj for Perpetual/ 'l'erp)rarty easenent for sewer mains and appurtenances. Easaient and conditions contained therein, as granted by instNnent recorded Novimer 7, !979, Recording No. 7911070134, in favor of Cas<:ade S..,..,r District, for Perpetual ~t for ingress ard egress. ~_r1,$t) .rt{J() C'-l C'-l en ~' ~,-, \ [~\·, ,,~ .J • r:• • ,;.,,,~ •i I , ~ I '. \ ' l • • . ·. · .. ~ :.-:~t/if.:-'!.,:-.. '~, ..... t _, "I ..... '" '..,., . "" r-~ .. 11:11 . 'Mia.1D cmetteNUoa ot ,··~·u4 other w1nnbJe ~ U. I Sp Sebanll!J-wa~-. , .,...,_. __ . .--:11,.:.s 6o --~ ot Jaa4 tor ftti4 ~-.... • t lo .. !'7!!91"' .1 ...S lo lie ~lo-, -el ot laa4 ~ _. .. ··, Irv ~•·m& 6o bl IIIUo D4 lo 1ia bSnaHn111p111 t111 lit ,_. 11114 all. ~~~-, wt. 1Nlr neee•eaz• _. eee1.,.. -~ q .w· ~ ·~ ''CC ·=> j ,_ N .-D "' .,, ::::, .-I :;;-,. .- "'" "' N 0 0 r.,. '";- "' "' ,_ <..> = FILED FOR RECOltD AT THE CASCt\DE SE\·:ER 01 STRICT 10323 S.[. 176th Renton, ~~shingto,, 98055 REnUF.ST iJF· Easement. 'io. 33-23-5-37 PROJECT: ULID #19 Offsite Stanley r-:. Watson l, Inge K. ,latson 18216 -124th S.E., Renton, Wa. 98055 Raymond A. Saude & Rose M. Saude ~ EA s F. M_f_U ~ /0 1q-);;..1 -----z "' ----:,.1<.J TIIIS 1NDEN1URF., m,,d·c this ~,S~ay of, ,!""~ff./2&--l'Z...· 191.9, 7~ by and \,etween CA.,CADE SE\IF.R OISTRI~--munici.pa ,torpo1·atio1'r-uf Kini·. County, ,r Wash im· Lon, hereina 'ter termed the "Grantee" and . STAN\ EY M,_JIATJ?N ~d ·' ... HlGLLW81$0N,.Jl/W_____ _______ . hereinatter termed t e 'Grnntors \/ I T !I E S S E T H · That the said Grantors for a v1lu,1b1c consideration.A, '!"eceipt o[ which is hereby acknowled~eJ by ct,e Grantee, do, s by these presents convey. grant and warrant unto the GranteP a pcrpetu:11/tcmpurary easement for sewer mains and appurtenances under, through, above, ;i.c.1-oss the followi.nt?,. Je~~ribe<l property situatLJ in King Co·..1nty, Vashin:.·,l 011, tov,cther with all a(tet· acquired ti~le of the Gr;intors therein, :1nd r·1c.;'.·e p.:11·ticularlv described as follows: · SEE ATTACHED EXHIBIT ''A'' ·---------------------------------··-···-···---·- If the pi.-ope!·Ly of the Grant0rs ;:it ihc tir:1c of g1·,1ntinv, this easement is unplnt: cd b11t is platted prior rll ~-lie 1·c·l·orJin.1~ of t.his document, then the G:.:?r ot·s do hereby nut:hori;.:e the G1·:.:ir1t"ee to adJ to thi.s .;12,rt'eTilent the designatiun (volume and pa~e. etc.) u[ such ol:.it. The Grantor acknowledges that p~rt of Lt1e cunsillci-ation bcinJ\ p;1iJ t~:: t"he GrDntee is for any and all d:ir,1 .. H~e r~sult.in1~ to 01· resultin\.:, f1,·:·t·:\~'-i.:; fr"n:;i the ;..':1:;,;i:1!c..' ~.nret·C(-:,::~ce (]~-·~·1· n,1,i:·!! tl~)·.-: uf ~;,_:~r.i,.·r· ~..-.alP:·s hy Grante~' s Oigp,in1•, of µipt:.! i inc~ ,.:flich ;;1;iv di~;tul"h the sui i. co;npo:>it ion wlt.hin s.1id casc.-r:ient. · The s:1id C!·:rntet' sh:,11 havC' the :-i1·!~t with<H,; pricl' insLit1ition of ,c1nv !">l'.it 01· pI-ocePdino .'"!r l;tw, .:.it .such time ;1:; :na': he nPce:~s.:.iry. tu ente!· upon ''it: c.:i~e111:nt fur t!~l' purpose of Ct)nst.::·uL·rin};. rc:i:iirin~~. alte-:--inp ~lr l'ei..·:1nf>truct1n~~ sai.d :"ie\-:er r.;;_!in, <lr m.1kin!: .:my ct_1nnecri.uns her~,~.Jit.h · \·dtho1..it 1.:ccu~·1-1rLf, ;1ny l~g.1l l)blig:1lion nt· li.:ibililv t.iit.'1·c!n:·. :n·ovi ;l,d· · (1) Tht' Gr,.,,,r c•c, r:n.scucJe St•\-n•,... Di.stricL. ·, . .'1.L l t"estore C:r,.:ntor.'.: prupert'I to a condi t ie:1 ~\:: :1 00J a:.: or l)cr le-:--Lh:111 the pr~r:d c.c~ wcr~ p1.-i.ur· tc1 'enlry by t!~" r:~·:lntcl', C:1~;caJc S('t..·er Di.~:t1·icr; (2) ~tic Di:;t1:ict will exc~ciSi' its best ~rrorts not to dat-r:;tgc ,1ny priv.::i.te imnrovemcnts on the ec:.,scrr.cnt herein, liut. it it does so, it shall repair and/or replace soi.cl ~l?iprovements; ,. ' ·'-,·d:'.f!'"~- - tA·,1~a·:1 •m. JJ-~J·'>~H f)J1it1Jr ·-,.- rho ~outh l/0.00 fet>t or thr fnllr .... 1r1; ,i.,~.cr1t,rrf p.u·,_,•I· ThJ.t p•wti.:m of the \o11 t,,..,.,.,_t J/4 :,' t,,._. liu,-th,·,,,_ l/i\ ()f ~"'t'.lo'1 .ll. 'r,..,i·,hlp 'Jl Uorth, Rdn~~ 5, [•"'..t. ~.M .• tn r:1ri; C,unt'/, •,.1,1•,hln-J~'in .i~,·-1..rit,rotf ,,·. !oll 1 ·•'• De{Jinn,nr, dt th-, Soutl"l'-"'fl\t cnrrw-r r;;f •,,id ~ubd1v1•.icw; t>lf"ncr. S.auth "t,.,'"!J..,'11 .. £,il alon'1 th~ Scij:.h 1 i""' or ~.tlJ \ubdtvhlon )'>0.:10 '"'"' · [tH~lll.f' ~.,1,1 t',l:."tltent 5,h,111 ti, .. th...11 po,·:iun of .. 1S fno: ~ldt· ·,lr11• c)l,<Jv1• d!c.'~-cri~ PJ;rlr!; \;d,S \trip lie·, /.'.:>O fr+•t on f',Eli -.1 dr'>c r i bt-d Ct-n tf'r li M!: .r·: J'#ith1n rt .... ! I·, • ! U] } rr..-I t":•j Bc·1!n:r,in9 .lt the Uorttr-.-1'.!>l cor!l~r of St"cliun )J. Trr.m:.l1ip ?J :.•..,rth, P,119•• !, r.1·,t, '.I.I! .• in ,::in9 County. l.!:t'".t-,in<;t0n~ lh~nc~ 5outh 88·01•39'" f.?t.t 1lor.1 th•.• r,orth line of \aid SC"c.tion JJ. aho b,•1r,,; !_h,~ <:::;,,•:, line of Se,ri,:)n 70. Tci\."":."'.t:} ?J r:.'lrth. R.ingc S (<1st, \l.f'L, ll02./7 fcrt~ P-.~,r-:•_' ii·i,..th 01,S ... '?J-[,1·.:.: ,~ ~.·-11·_,. of ILLJ(, t•:Pt ln tlt,.... :r.;,... f'o.nt of P."'1,1,n:~. or t~e CC'nterl in~ rl•~::.cript ic.n; The,1< a South Ol 0 26'Sl" f..i"> t r.s. c,, fr-C't~ Thence South 24·.JS·~· East 111.21 f "et; J;.~flC!: s,,u th 43"52'41" [J;t 354.Jl f('~t; 'her.cf' So~th :ll"' l•I' 00" fast hB. ?I fPCti "j' ·~·.:.:: l" South r.s·<;s· 1,1· f.a< t ?01.P,/ fret i lh"'llCC' fl·.1rth ,ig··09·,;.1-f,l '.>t 3)i. 'lh f ,•et. i T• f":"r.-ih .... th tll"O?' z;:·· f ,· .-. t I"\') .• :t. fc"t~ ... ·,,\.' s .. uth C'l'J2" 3r,· t_ ,! ~. t l i,(). :, l ~ f' :~ti '. Snl1t h •t7~J<) I J,_,.• f ,Vi t 4[).;. 70 f "'~~ t ; I" -.,._: < t; ·' .. C. ~· S:::irrth fll 0 12'S1° .. ,: ~, t )•_). 19 f !'rt : ft·~···~-._· '.),,_, th 1 e~ J-1' ?:-~·· !..i:. ~ )?,; .. ;;1 fer t ~ T 11.·:,;t ,· ')'•:; ~h ')1~()t)' '),~ .. -. ~,~. .:,·,,. S? f ect: I L:..· ;: ·':L' ~U'.1'-n ~rz,· 2r f d (, t ' ; g. ~ I feet; l'i:,,•;1, •_' S()uth )<)'"'5,1 I {J~ .. ra,t 263.90 fc·ct: l h._··wY So:Jth o,,".-:o·zcr E ,15 !. 23 1 5~ .-~et; i i1-_•r:c,-'.,,,,it.I, 0?.""1\1'?/" l,1".s l :.n1.g: ,. "0:: t; TI;:· 1 :u' Soath Ol1"' i :, I?:;. F :1...; t li:)(J ... ,() i f',:I : r 1i .-:,1: f! SPuth ) l vo 1 • :.)~1" '' .c','.Vi. ·: I I 1'(? t to t)I(, tL:nn i niVi of this C('nt,·rl in(' dt·:-.,.ript irm; S(:i.-J it•n:iirius l~'.!~. :;,.;,,.11 L?'Ci:"°>'::_, .. ;" t.,1st Jl?.79 fcc.t fron the Cf'nU·r of ~~·,J.io11 :::, 1,·.·::1'.!11p :'3 rJorth, RJnqr· ~.' t·ac..t \·Lrl .• a'". n:f'c:ure,l alon~1 thr• r(1c;L-Hcsl u:nlerl lr,i~ r h ~Ti~n r. I I I t c:.,,:.,, _) ·.,• .. ;-: .. · _-'-·-. '. ._-.'. > •~..: .~ . , . \ ' . -_ .. (:.:.: .. \---<· ':):, .·o·o._ · .. ;:: '", -:: • --.>-' • ' -• ~ I I" 1 l l .. EXIJIBIT "A" Pag~ 2 TOCCT:1rn UITH a ,0 foot >1ido temp"·ary constr1Jction easement lying 1·1ittiin the ahove described pnrct·1, said srrip lies :::'.S.no feet ari 2a:h sidf' uf the above de\,:rib2d cenler- 1 ill~. The .n,rg,ns of said permanent ard temporary construction easement, shall be extended er shortened to boun~arles of the ab~ve describ:d parcel of land. SaiJ ~·.i1~i:1r·ctr·y cvnstruction easement '.;hall re111ain in fon(~ during cOn5truction and r-until the sewers and appurtenances arc acccptP'1 for rnJintenance and operaLion by the N Cascade Se1·1er District . ...... 0 M N 0 0--;- f' l ' ! • I I I l 1 I l 1 I I I"- 0~ r- 0 M (\J 0 -Cl' 1"'- EASE11ENT NO. 33-23-5-37 1/A"'.SON SPECIAL STIPULAT:ONS "f":----rontractor will place a ;ewpr-main "tee'* in the line on tl1is prnperty for future use b~, "Jwner. ' I l ·, ' ., r- N '.~ '~o M N 0 a--;-. SlicO I ! I /3w§\ ~ WATSON l?./1.SAUOE • ----Cr , 52) \., . ~ I l l I '' I i I I • ' • , I .,-.-'. .. ··" I il . 1~ ,.._ (\J ,._ 0 M (\J 0 a--,..._ i ! (3) RestoratiJn--reolace:1.ent--repair--shall oc completed within 90 d2vs of ch~ date of any en~ry by the Distric~ and said restoration--re~l.acement--or repair ~ill be of a qualitv 2nd/or q~antity cha• is cooparable or better lhan exlsted ?rior to the Grantee's, Di~trirt's entLy cpon the easem€nt; (4) The above set forth conditions shall apply not cnlv to the initial :onstruction but also to any re- entl:"y by t:1e Sewer District th.A.t becornes necessary for re~air and maintenance of the sewer line on ~aid ease~ent: 1 0 /I II tiff;:, I ,'if;,. ('i) Any damage and/or removal -of any,Atree, shnib, fence, rockery shall be replaced within the afore~~ntioned 90 day period by the Oi,trict. G R,1,, loll.. The GraRtee shall retain the right to us .. the surface of the easement if ~uch use does not interfere wtth ~nstallation of the se,;.\·er main. However, th-2 grantor shall not erect building or structures of R permanent nature on the easement during the existence of said e~sement. The easement, during its existence. running with the lanJ and shall be bi~JinG on and ossi s of both of the parties hereto . IN WI we h.nve set our y of 19J_L- sh;:~ l 1 )1..:' a coven;rnt thP ,;L.cccssors, heirs. STATJ:: OF WASHINGTON COUllTY OF KING ) STATE or \-11\Sf!IN(;TON ) . ) ss. ) COUNTY OF K EiG' ) ~ s. ) On this dav of On chis day personally a?pcared before me Stanley M. Watson & 19 , the UncJersi,.:!,ned, a Notarv . Inge K. Watson , to me kno;m to be the 1n<lividt1al described in and who executed the within and fo~eBoing instrument, and ac~nO~iled~ecl that _t_lifil,_ signed the s3r.e as their free and v~luntary ~r~ ~nd JeeJ. for the u:~s antl !Jurposes mentioned. Rent.Jft Pu5TTc in and for the State of Washins.ton, duly cor.unissione<l and sworn, perso~ally a?peareJ to me kno•,.,m to L.·2~e President an~ Sec"".'."etar". res::,ect ively, of -~~ --~~-· the cornor.at !.(If\ tF.at executed the foreooinrt ' -0, •"'.> instrument, and acknvwled:,l,ed tht" sa:f.d instrument to he th~ free and vo~,1~tary act and de~d nf said ;;::or!Joratior., for the uses ,:ind '.)\ic:iosc:; t~erein mentioned . ~:!ITiff~S mv h..-,nJ 3nd official seal the day an<l ~ear first ~hove written. NOTARY PUBLIC in anct.for :he State of ~ashington, residing at_ ----- I .J ,• .. ,.,,.,_ Parcel No. Owner Co Owner Site Addr Mail Addr Sale Date Sale Price Loan Amt Land Use Zoning Bldg Name Plat Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 OtherRms Dining Rm Fireplace Stories Deck Deck Sq Ft Porch Pool Units Nuisance St Access St Surface Wtr Front WtrFntLoc WtrFrntFT Golf Adj ··~· .. • • • • ..... * 111 Old Republic Title & Escrow :332305 9075 :Green Calvin R II Bldg ID #:1 :l840l 124thAveSERenton98058 :18401124thAveSERentonWa98058 :10/28/1999 Doc# :1111 :$170,000 FULL Deed :Warranty :$167,785 Lender :Guild Mortgage Company :002 RES,SINGLE FAMILY RESIDENCE :R6so :STR 332305 TAXLOT 75 POR OF NE 1/4 :OF SW 1/4 -BEG NE COR OF SAID :SUBD TH S 01-03-14 W 155 FT TH N Total A.V. :$199,000 Land :$79,000 Struct :$120,000 % Imprvd :60 Levy Code :4250 2004 Tax :$2,553.68 Excise Tax# :1718514 Q: SW S:33 T:23N R:05E Map Grid :686 Fl Nbrhd Code :059006 Phone# Censns Tract :293.04 Block: 1 Vol: Pg: PROPERTY CHARACTERISTICS :3 !st Floor SF :1,530 Year Built :1957 : I 2nd Floor SF EffYear 3+ Floor SF Bldg Mat! :I Above Grnd SF :1,530 Bldg Cond :Avg Bsmnt Finished Bldg Grade :Avg Bsmnt Total SF :570 Interior :I Building SqFt :2,100 Wall Matl :I Basement Type :Yes Insulation :Yes Basement Grade Heat Source :Gas :160 Bsmt Parking SF :570 Heat Type :Fred Air Garage Type :Basement Air Method Attached Grg SF : Electric Svc :I Detached Grg SF : Wtr Source : Water District Carport SqFt Sewer Type :Private LAND INFORMATION VIEW INFORMATION :Public Lot Sq Ft :20,150 View :None Mountain :Gravel Lot Acres :.46 Lake/River Mt. Rainier Lot Shape Lake Sammamish: Olympics Tde/Uplnd Lake Washington: Cascades Topography Puget Sound Territorial :No Topo Probd Seattle Skyline Other TRANSFER ffiSTORY OWNER(S) :Green Calvin R II DATE : 10/2811999 :11/07/1988 DOC# 1111 953 PRICE :$170,000 :$68,948 DEED :Warranty :Warranty LOAN :$167,785 :Verket Gary S & Toni Lynn REAL ESTATE SOLUTIONS 800-345-7334 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness ofinfonnation contained in this report. TYPE :Fha - - UIUIIIIIIII i~t~: After recording return to: CALVIN R. GREEN, II 18401 124TH A VE. S.E. RENTON WA 98058 IMSHJJGTON TIT lom 11 .II PAOI Ill OF N2 Filed for Record at !he Request of Washington Title Company l<.AT R227551· J__ LPB-to/0 STATUTORY WARRANTY DEED THE GRANTOR GARY S. VERKET and TONI LYNN VERKET. husband and wife for and in consideration of Ten Dollars and Other Good and Valuable Consideration in hand paid, conveys and warrants 10 CALVIN R. GREEN, II, a single man the following described real estate, situate in the County of KING, Slate of Washington: ABBR. LEGAL: PTN SW 114; SEC 33-23N-SE SEE EXHJBlT "A" FOR LEGAL DESCRIPTION SUBJECT TO: SEE EXHIBIT "B" ATIACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF Tax Account No. 332305-9075·00 Dated this l Ith day of OCTOBER. 1999 ,....-/ ------By me£ _ _-- GARY S. VERKET By~~~~~-~~~~~~~ fiTATE OF WASHJNGTON COUNTY OF KING } .--------: By /7{(. t, , TONI LYNN VE By~~~~~~~~~~~~ On this day pe1WT111lly •ppdled ~ore me GARY S. VERKET AND TONI L~"\!J~T to me known 10 be the lndMdual(,} described ln and who cxmrted the wilhin an_dJ~,~,~~'T.•t, and adotowtepd that THEY liped tht same u THElR rree and voluntary a~~-~ •nd purpoMS cbemn mentioned. _£Gr t"' .··I ,.,~v ~·.. , ,,... .r _ :a,:~,;\o;.,... (/1: ~ G f 11'1 ~m; band official seal Ibis day of OCTOBER:, tr,9:.~ p,.JlPC~/ f ' \ · .. ,,.9 ~-·· / \~licii'~· ___ ,. ... ,,. l'ubl"r'} .. ~,,,. 1" Slat, of WW>ln&ton 11 [)~z'n"l"i, rmdlD11J.,4lL!z!f._~-M1mmmlaloa....,..., ...._--"-"-'7..:..c,U::..,:_f.:::..U __ _ --~ - - . , I J • • Commi1men1 No. R22755 l-2 EXHIBIT A PARCEL A, That portion of the northeasl quarter of the soulhwest quarter of Section 33, Township 23 north, Range S, W.M., in King County, Washington, described as follows: Beginning al the northeast comer of sald subJivision; thence south OIAQJ'l4" wesl along the cast line thereof, 1S5 feel; thence nor1h 88"50'11" west, along the ust line thereof, 1;';5 feet; thence nonh 88'150' 11" west. parallt:110 the north lmc of said subu1vision, 130 feet thence north 01"03'14" taSt 155 fcct: thence south 88°50' I 1" cast : 70 feet lo lhc poinl of beginning; (ALSO BEING KNOWN AS Loi B of Lot Line Adjustment No. 8808038, according to the application recorded under King County Recording Number S8l lOJ03D9.) PARCEL B, An· easement for roadway purpose·s ova a strip of land 60 feet in Width, being 30 feet on each sid~ of the following described center lane: 11-cgmmng on the center lme of Southeast 184th Street as shown on the plat of Northwestern Garden Tracts Division No. 6, accordmg lo the pl.a! thereof recorded in Volume 46 of Plats. page 100, m Kang County, Washington, said point being north 88"'50"1 I" west 8.70 feet from lhe easterly margin of said plat; thence south 88°50'1 l"" east to the center of said Secllon JJ and the tenninal point of said center line . 2 ..sMOCfON TIT llll le N - 199918Z88011 II Hll.t 112 Of 1113 1e,n11ffl-1:J 1, t:lt«. co1.,m·. I.IA - - l f' ,, "EXHIBIT B" Right to enter said premises to make repairs and the right lo cut brush and trees which constitute a menace or danger to the electric transmission line located in the street or road adjoining said premises as granted by instrument recorded under Rc:cording Number 3919394. Covenant to bear equal shares in the cost of construction or repair of private driveway, easement which was granted over adjacent property by instrument recorded under Recording Number(s) 8305170456. Matters disclosed by Survey recorded under Recording Number(s) 85110809002. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT, COPY ATTACHED: RECORDED: RECORDING NUMBER: November 3, 1988 8811030309 AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: FOR: Roadway and utililies DISCLOSED BY INSTRUMENT RECORDED: May 17, 1983 RECORDING NUMBER: 0 1!3051704S6 ' AFFECTS: East 30 feet of said premises and other property AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: FOR: DISCLOSED BY INSTRUMENT RECORDED: RECORDING NUMBER: ArfECTS: Water District No. 58. King County, Washington Walennain February I J, 1957 4771296 The east 30 feet of said premises and other property \0 .. \ j :1- l 1 I ti ' • ·I ' I I, '' H 1. I'' ( , t / ...0 I{) ~ 0 r---.t9 C") co DRIVEWAY MAIN'mNANGE AGRE:3MEN'l' WHERl!A:;, r1rst Parties, (R-.ilip wife, are the owners o!:: I'll£~ r'~R RttC~D A 1' R;;C.WJ5T° 01' 1',C•."i~ Tiii..£ ~ .. :... ·":·". 7iV Sii:CONO AV! : ·': SllATT~!:, Yl~~rt. • .. 1W--i I Scott a:nd Aleta J ::icote), husban:l and and That portion of t,he rBt of thE :,wt of Section 33, Township 23 North, Range 5 East, Ii~"!,, ir, King County, lfashington described as follo'1s: Beginning at tl.J NE ccrner of said subdivision; thence South l '\JJ '14" West, along the East line thereof, :U.O feet; thence North 88°50 '11" West, parall<'l to the 1/orth line of said &ubdivi.sion, 130 f-,et; t,h~nce North 1"03 114" East 11,0 feet I t.hence South ss 0 su '11" East 1.30 feet to the point of beginning; TO:::E'IHER WITH an easement for roadway and t:.tilities purposes over a strip of la:nd 60 feet in width, being JO feet on each side of the following described center line: Beg:u,ning on the center line of SE 184th Street as shown on the plat of NOR'IHWF,STERN GARDEN T!IACTS DIV, No, 6 accord- ing to the plat thereof recorded in Vol=e 46 of Plats, page 100, records of King County, Washington, said point being North 8S050•ll" West 8, 70 feet fran the Easterly margi.1 of said plat; thence South SSC50 111" East to the center of said Section 33 and the terminal point of said center line, Situate in the County of King, State 0f Washington, That portion of the NEt of the SWz of Section 33, Township 2'J North, Range 5 East, W,M, in King County, Washington described as follows: Beg:u,ning at the NE corner of said subdivision; thence South lo0J'l4" West, along the Ea~t line thereof, 200 feet; thence North S3°50•11n West, j><l,ral.J.el to th•s North Une of said subdivision, 1.30 feet; therice }!crth 1°03'14'' East 2.80 feet; th~nc: South ggo50'll" East 130 feet to the point of begintt!1ig; LESS the North 140 feet thereof; TCGE'll!ER WlT!I an easement for roadway and utilities pi.:rpc.ses over a strlp of land 60 faet in width, being ;O feet on each side of the followil,g de scribed center line: Bogkn:lng on the center line of SR 184th Street as shown on t.he i,lat of /JORTIIWES'l'Elu'< CARDEN TRACTS DIVISION No. 6 11ccording to plat recorded in Vchnne M of Plats, page 100 i.'1 l\1.."l,; Coun'cy, Washington, saic. point being North 88°5C'll" r.:· ! I I I I f I ' \ t West 3,70 1eet f,:..n ti.a Easter1.y ma.rgin of said plat; thence South 880~·11" ~st to the center oi. said Se:tion 33 and thA tenninal point vf :;,ud center U..e7 Kir.o; C-01:nty, Washington, AND TOJE'rnER W:::TII P.n easemen~ !or ingress and eg:r:ess over the '€8.st 30 Ieet of the above, EXCEPl' North 140 feet ~hereof, end the Secnnd Part;es, (Donald* Freilinger and M Cecelia Freil!.nger), husband and wife, are tho owners of: That portion of the ~ of the SWf of Section 33, Township 23 North, Range 5 East W.M., described ae follows: Beg:inni.ng at tae Ne: corner of said sulxliviaion; thence South l.o03'14" West, along the East line thereof, a distance of 280 feet to the true po:L'lt of cag:inning of the tract herein described; thence continuing al~ng said East line So-..ith lo03'14" West 100 feet; thence, Norch 88° 50'll" West, parall.el to the North line of said NEt of the Swt, a distance of 517,98 feet, more or less, to the We-· t'ly margin of the Covington Grand Coul.ee T!'ansmission Line ~ ment as conveyed to the United States of America by instnr- ment recorded July 181 1941 under Auditor• s File No, Jl 78620, records of King County; thence North 15022• 40" West, along said Westerly margin, a distance of 104.32 feet more or less to a point which bears North ss<'50 • ll" West frcm the true point of beginning; thence South SSo.50'11" East, parallel to the North line of said NEt of the Swt a distance of 547,49 feet, more or less, to the true point of beginning, TCX}ET!IER WITH an easement for roadway and utilities purposes over the East 30 feet in width of the North 3.50 feet, as measured along the Ea st line, of said NE:t o P the Swt, TCGETIIER WITH an easement for roadway end utilities purposes over a strip of land 6o feet in width being JO feet on each side of the followi.ng described center line; BeginnL-ig on the center line of Sout.~ 184th Street as shown on the plat of Northwestern Garden Tracts D:I. vision No. 6 as per plat recorded in Volume 46 of Plats on page 100 1 records of King County, said point being Nortt. aao;o '11" West 8. 70 f'aet £rem the Easterly margin of said plat; ther.ce South 88°50'11" East to the center C\f f-..aid Section ;.3 ar--1 the te::T"..:i:'.al pol.;"1+- of said center line; situate in the County of Kine, St~te of Washington. and the 'lbird Parties, (R Lee Couper and Ann M COllp'-'r) 1 husband and wife, are the owners of1 That portion of ""d NEz of the Sr/:l; of Section 33, Town- ""ip 23 North, Range 5 Ea.st, W.M. des:ribed a, i"ollo,;s: ·f I i I l ' I l •• t t i. l l ,·,_,y· .. Beginnin.; a<;, the l,E corner of said suJ:xlj_ vision: thence South :!.°G3'14" West, alone, ':,he East llne thereo.r, a distance of 380 feet to I.he true point of beg:inrdng of the t.ract ner,,in d~scribed; thence continuing alc,,;g said E.ast line South l o03 'l4" Wect 12:1 feet; ther,ce North 8So5()'ll" West parallel to the North line of said NE: ~r the ~ ~. distance of 4a2,,27 feet to the ilt.'sterzy margin ol the Covington Grand CoJ.l.ee Tran:,:nission line easement as conveyed to the Ur.i.ted States of Amen.ca by instrunent recorded July 18 1 1941 m-.der Recording No, 31788201 records of King County: thence North 150:C2 • 40" Wast, along said Wester:'.y margin, :,. distance of 125,:!.8 feet to a point which bears North sa0 50•11• West, rran the true point of beginni..,gJ thence South ss·'50'll" East, parallel to the North line of sai.J NF,t of the SW;-a distm1ce of 5l. 7, 98 feet to thP. true point of oe~.ing, TalETHER WITH an eas ... ent for roadway and utilities purposes over the East 30 feet in width of the North 630 feet, as measured along the East line, of said NE:i- of the SWr, AND TOClETHER WITH an easement for roadway and utilities purposes over a strip of land Ef:J feet in width being 30 feet on each side of the foll.owing described center line: Beginning on the center l.ine of South 184th Street as shown on the pl.at of the North~astern Garden Tracts Di vision No, 6 as per plat recorded in Volume 46 of Plats, on page 100, records of King County, said point being North 88°50•n" West 8, 70 feet from the Easterzy margin of said plat; thence South 8So50'll." East to the center of said Section 33 and the terminal point of said center lina, Situate in the County of King, State of Washington, and the Fourth Parties, (Norman T Watkins am Patricia R Watkins), husband and wife, are the ow,1ers of: 'Ihat portion of the NE!-o:f the ~ c! Srcticn 33, Tovmship 23 North, Range 5 Ee.et, W ,M. in Y.:ing County, Washington described as follows: J:Jt,giJlni;-'is at the NE corner of said subdi v:l.sion; ther.ce South 1 Oo3 '14" West along the East line thereQf 740,00 feet; to tha true point of beg:illning; thence l!orth 1"03'11." East ll0,00 feet; thence North sao;o'll" West parallel to the North line of said subdi v:l.sion 443, 61 feet to the Westerl,v margin of the Cov.l.ngtnn G~a.-id Coulee Transmi~sion l.ine eaeement aa conveyed to the Unit.ed States of America by il:str,,m;::n, r.,corded Ul'lder Auditor• s File No. 317~820 ' ! i I l l / / records of King County, Wa5hir.gton; thence South 15"".c.2' 40" East Along saH Westerly margin to a point which b!'ar3 North Sd 0 50 1 ll" West from the tru,; point of oogi..'!Ili.ng; thence South 88050•l.J." East to the true point of beginning. T<XlETHER liinl an easement for roaawi;.y ani utilities purpose~ over the East 30 feet in width of the North 630 feet, as measured along the F.ast line, of said NEt of the 5Wt. '.l'CGETHER WI1'1i an easement for roadway and utilitieo purposes over a strip of lhild !£) feet in width being 30 feet on each side of the follo>llllg c'.es~ribed center line. Beginr..ing on the center line of SE lt>',th Street as shown on the plat of N. W. Garden Tracts Division No, 6, according to plat recorded in Volume 46 of plats, page 100, in King County, Washington, said point being North 88050'll" West 8.70 feet from the Easterly margin of said plat; thence South 88°50'11" East to the center of said Section 33 and to terminal point of said center line in King County, WA. and the Fifth Parties, (Melvin D Ream and Shirley A Ream), husband and wii'e, are the owners of: That portion of the NEt of the 5Wt of Section 33, Town- ship 23 North, Range 5 East, W.M., in King County, Wash.- ington described as follows: Beginning at the NE corner of said subdivision; thence South 1"03'14" West along the East line thereof, a distance of 500 feet to the true point of beginning of the tract herein described; thence continuing along said East line South 1°03'14" West 130 feet; thence North 88°5()•11" West parallel to the North line cf said ~ of the swt, a distance of 443.61 feet to the Westerly margin of Covington Grand Coulee transmission line ease- ment, as conveyed to United 'itates of America, by instru- ment recorded July 18, 1941, under Auiitcr•s File No. 3178820; thence North 15°22'40" West, along said We,sterly margin, a distance of 1]5.61 feet to a po-\nt which bt.d.t's North 88°50 111" West from the true poir.t of beginning; th,mce Sonth sa 0 50•11n East, pa,:allel to the North li.,e of said NBt of the swt a distance of 4$2.Z? fe~t to the true point of beipnning; subject to and together with an easement for roadway ,mct utilities purposes oVC!' t'oe East JO feet in widt.i. of the North 630 feet, as measured along the East lino of saicl NF),-cf the SW}; TCGE'.FrlER W1TF an easement for ~oadway and utilities J.,t.:rposes o,rer a strip of land (;/;, feet in width being 30 _•.,et, on ,oach sid_ of the following described center line; Beginning on thP ;:enter line of So1.>th 18',th Str,iet as shown on the ulat o~ Northt1estern Garden Tracts Divtsion No, 6, according tc thn plat recorded in YOlUDe 4b of plats, pi.ge 1001 in King Ccunty1 Washington1 stld pcint b~!.~-.; North 86"50'11" West 8, 70 feet !ran the Easterly margin of said plat: tt.ance Sout:i 88°50'll" East t.o the center of said Section 33 and the tenninal point of said ~ern .. 0.1.· line. 'll:le above de~cribed parties an:! proper+y owners hereby >t'..ah to establish :D that any maintenance of tne above des~ribed easement will be thil responsi- ~ bility of QJ.l five parties and the:.r heirs, St.C:cees;irs an1 assigns, It o is hereby agreed that a.-,y maintsnance shall be borne by the .1oint users ~ a3 :iescribed herein and above, 1"'4 ~ ~ DATED this 2,') ~ day 0f l:\y'i,!..\\..... 1983 ' 7 <· .&/'AP -'· .,,: .. , .•:' ... ~ . .. · \~~tl:#,itfl - / /'-;,::. TE OF' W"ahi1Je;:t:::o:::nc_____ , County ol 0n thia 27th ___ __:Ac.pril==---___ A. D. 19 d'.3 .. , belor, r.l<. •he under,,i~,..,d. a Notary Public in and for the S~1e of. \.tashington _ duly commle5ioned and sworn pennnally •;;;,,eared Philip I, Scott and Al.eta J, Scott to m,a kno·Nn to be the ir~..1: .ldual..JL deeciibed ir, and who executed the foregoinsr in1trument, and ac1tnow1edj;ed to me that ~L aimed and tealed the did in1trum ... nt u t..heir --1r~e and voluntary ad .1nd deed for the nse1 •nd purpotet1 therein mentioned. wws;s., , •• , •• , ... ;., _, ..... •--' ... ··~ i··· • '"' ~ ~~~-=-~ ... =~=------ No r)\ Public in •nd for the State of~"ingto,.,...,.,,.n._ __ _ n1:\i.d.1n1 •t--fu-~nt=o~n~------------- (Aclcnowledr,inent \a.7 lndi.,.idu•L WHliinston Title ln•uranu: Cnmp•nv. Form L 28) STATE O·F'--'-~-~...:sh:c.ingto __ n ___ } ... CountyoL On th' 27th day of April AD. 19...§L.. befo,e me, the underoigned, a Notary Public in and for the State of Washington duly commissioned and 9Worn p .nonally appeared Donald W, Freilinger and M, Cecelia ~_,.,il,.µ,g,,.· ""-'e"'r'----------------- to me known to be the individual-1L described in and who executed the foregoing instnlment, and adcnowledgccl to me that .l!..hel..._ 1igned and scaled the 1aid instrument aa their free and voluntary act and deed for the uses and purposell therein mentiont:d. WITNESS my hand and official eeal hereto .e.r'ixed th.: day and y Notary Puh!i in and frr the State of-___ .cW:.:a:.:sh=ingt=' ==o:::n:._ residinlJ ~ Benton (Adu:iowiedi'fflent b:r 1ndividual. Washin;ton Tille Truurcnce C,lr"i'l!IDf, Form L 28) ·r:-··· I I l --. '-· / ~ATE OF Washington~---} T<<n~_ '8. County of ___ ·~~"' On thi• 27th day of Apo:il A. D. 19~ i,eforo me. the undenian-.d, a Notary Public U'I Vld frr the Str:t.• .,.f ___ Waah~n ______ duly commiuioned and sworn pc1'90nally appeared R. Lee Couper _and Ann M, Couper to me known to be the indi,,iduaL!!_ described in and who exec.J.tcd the forecoing inshument. and ac:k..nowledged to me that~~ 1ir.~d and sealed the said instrument a1 Their freto and voluntary act en·.! deed fo" the wet and purpose,: therein mentioned. (Ac:lr:nowJedgment l,y lndividu•I. Wa1o1'ington Title In,•n-ance Cump,.ny. Furm L 28) STATE QF __ Washington } County of ___ Killg_·....c.______ ... On th" 27th day of April A. D. 19~ before mo. the undersigned, a Notary Public: i.., and for the State of Washington _ duly commissioned and 11worn penonally appeared lbrman T. Watkins and Patricia R. Watkins<---------------------- to me C.nown to be the ind:vidual..JL described in and who executeci th~ foregoing im1trnment, and acknowledged to me that ..iheL 1 igned and acaled the said inst .ument &.,j the~ree and voluntary act and d~e~ for thi!! uses and purpose• therein mentioned. WITNESS my hand and official ~~al hereto o.ffixcd the Jay and yea . !,h. ., ~· . 1 • ,a cortmcate ~\ wntten , -~ . Washington an.i fo, ~he State of Rerrton {Aclcnowledgm.,n( ty Jnd1viclual. W,uhington Title Inl'IUTat"<tC Cnmp11ny. F'otm L 28) l I I I I I I I Wash~i:i ____ 1 l County of King J .. On thia 27th day of-----~A~P-:U~~-----''-D. 19~ before me. the undcui11t1ed, • Notary Public in a.nd for the S•-·:;. of____ Wa3hi.ngton _ duly commis3iuned and .worn peuonaily appea.red _______ ____,Me=l'-'-vin=...,Dc="-"Recccam=....cand Slirley A. ~-am----------------- to me known t..., be the :ntHviduaU!.-. de11eribed in and. who necut~d the ioregoioa: instn1mcnt. and acknowledged to me that ~oY_ aigned and aea.le.d th~ aaid in•hument u. thei.i-!rem and '\l'oluntary act and deed for the use. and purpe1e11 r..otherein mentfo,ned. Ir,) ~ ~ ~ WfINESS my hand and official teal hereto ::i.ffix'!:d the d!!.y and yr:.' Washington (Acknowl.tdirm11nt l,y Indi"Vidual. Wa,hington Title huurance Coripany. Form L 28) LINCOLN .~',LIT!J.~1. S-/ 1cc20 N · BEl.if'fU£ ,_ ·r· -.. ----· ;,;,,:..,-;!j\~;ro,i .i I r t & ' ! r 1 i / Parcel No. Owner Co Owner Site Addr Mail Addr Sale Date Sale Price Loan Amt Land Use Zoning Bldg Name Plat Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 Other Rms Dining Rm Fireplace Stories Deck Deck Sq Ft Porch Pool Units Nuisance St Access St Surface WtrFront WtrFntLoc WtrFmtFT Golf Adj OWNER(S) .·%· '• • • • • * * •• Old Republic Title & Escrow :332305 9098 Bldg ID#: Total A.V. :$82,000 :King County Land :$79,000 Struct :$3,000 :*no Site Address* % Imprvd :4 :500 4th Ave Seattle Wa 98104 Levy Code :5100 :05/14/1992 Doc# :310 2004 Tax :$107.00 Deed :Warranty Excise Tax #: 1246653 Lender Q: SE S:33 T:23N R:05E :002 RES,SINGLE FAMILY RESIDENCE Map Grid :686 G2 :R4so Nbrhd Code :059006 Phone# Census Tract: Block: :STR 332305 TAXLOT 98 LOT 4 LESS N Vol: Pg: :30 FT OF W 300 FT AS MEAS ALG MOST :WL Y LINE OF NW 1/4 OF SE 1/4 OF PROPERTY CHARACTERISTICS !st Floor SF Year Built 2nd Floor SF EffYear 3+ Floor SF Bldg Mat! Above Gmd SF Bldg Cond Bsmnt Finished Bldg Grade Bsmnt Total SF Interior Building SqFt Wall Mat! Basement Type Insulation Basement Grade Heat Source Bsmt Parking SF : Heat Type Garage Type Air Method Attached Grg SF : Electric Svc Detached Grg SF : Wtr Source :Water District Carport SqFt Sewer Type :Private LAND INFORMATION VIEW INFORMATION :Private Lot Sq Ft :595,029 View :None Mountain :No Lot Acres :13.66 Lake/River Mt. Rainier Lot Shape Lake Sammamish: Olympics Tde/Uplnd Lake Washington: Cascades Topography Puget Sound Territorial Topo Probd Seattle Skyline Other TRANSFER IDSTORY DATE DOC# PRICE DEED LOAN REAL ESTATE SOLUTIONS 800-345-7334 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. TYPE •, ; ' ',_ ,z "' '"' , a ,u ,o 0 ' ,.., % ' ,_ :1.&.. \ ,o ·~ . ,_ ~ ~ 0 "' % ,_ 0 ,_ "'. ~ 0 "' ;1 i ap TICOR TITLE =' INSURANCE F?l;ozzlLr AFTER RECORDING MAIL TO: KING COUNTY RfAl PROPERTY OIVISIOI< >110 , f. ADMINISTRAIION DLO[ §gg F6~fllll AV£N~[ SEATTlE, WA 98104 0-1991-012 Parcel 1 Boulevar:d Lane Park ltlt'flNUl IT,ul,a 1Hl!l 8F'ACE IIE$£R'1(D fOfl Jl[COflDElrt U'lt: 0 a a a ru 0\ "' .. ' .. Statutory Warranty Deed FOAM 1.-58 (:J.-64) ~ C "' "' "' "' THEORANlOR VERNIE D. LOCKARD AND GLENNA M. LOCKARD, husband and wife~ for ani.1 in consideration of a gift an,d donation in hand paid, co,weys and warrants to KING COUNTY, a polit.ical subdi via ion of the State of Washington, the following described real ~tale, situated In the County or King , Slate or Washington: ~ ~ ;.. The South 135 feet of the North 570 feet of the West 300 feet ~ of Lot 4 of Shor:t Plat No. 775088 recorded under Auditor's File No. 7710200755, being a portion of the S.E. \ of Section ~ 33, Township 23 North, Range 5 East, W.M., in King County, ~ Washington: ~ TOGETHER WITH the East 60 feet of the West 360 feet of °"' the South 240 feet of the North 570 feet in the N.W. % of the S.E. \ of Section 33, To~nship 23 North, Range 5 East, W.M., in King County, Washington. D.itedthis ~' GIVEN ,.md1n my h.:inJ and official ml 1his . \i ,., ,, .. Y/1u.c\ ......... ,r·,n · ,, ~9:;i .. ...... 1.lo..u...'i:11"'::inl.b~ ...... No.1~.ry Public j.P_1111~ru1 J!1~ )j1111e o( W.::uhing1011, rrndmg ill ... ~JlT.t .. ,f,A}/1 ...................... .. dayof ~ !ff'r -(SEAi.i OEAL) --------------------(S!!AL) -------------------IS1!AL) SThTE OF WASHJNGroN COUNTY OF .................................. } u On this ........ day or ............................................................ , 19 -·-··. before me, thcundcnigrttd, 11 Not.iry P\zbllc In nnd for 1h, Sune or V.'11!hlni1on, duly commissioned a.nd sworn, pcnonally 11ppe:i.ltd .............................................. . .............................................................................................................. aniJ ...................................................................................................... .. 10 c11e known 10 be the ...................... Pre1idcn1 a11d ...................... Setrer.1ry, rtsrrcrivdy. cf ......................................................................... , .............. . the corpor.uicn !hat cui:uced lhe !ore1oing inslNmCnl, and acknowled1ed the .mid in· 11rumcnt lo be-ttie !rte and voluntary net and deed of uhl corponuion, fer the uses and purp1Hcs !herein mentioned, and on oaLl1 stated 1h11 ............................... .. authori.?cd to ~ccu.Ccd lh>!' said inurumcnf ;iml lhal the Kai am~ is the ccrpomtt- scal cf said corpor.uion. Wiin:n my h~nJ and official seal hcrelo nrri.cd lhc day and )'far first abovC' wri1tcn, .. "' l .. I , ' r ... . ,. .. • ?c; ~In • Parcel N:i. O\...ner Co Owner Site Addr Mail Addr Sale Date Sale Price Loan Amt Land Use Zoning Bldg Name Plat Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 Other Rms Dining Rm Fireplace Stories Deck Deck Sq Ft Porch Pool Units Nuisance Old Republic Title & Escrow :619960 0043 :Saggerson Richard J;+ Bldg ID #:I : 12031 SE 184th St Renton 98058 :12031 SE 184th St Renton Wa 98058 :07/25/2001 Doc# :41 :$255,000 Deed :Warranty :$242,250 Lender :Eagle Home Mortgage :002 RES,SINGLE FAMILY RESIDENCE :R6so :Northwestern Garden Tracts Div No. 06 :BLK I LOT 2 NORTHWESTERN GARDEN :TRS DIV# 6 E 120 FT OF N 1/2 LESS :E 105 FT OF N 108 FT Total A.V. :$247,000 Land :$73,000 Struct :$174,000 % Imprvd :70 Levy Code :4250 2004 Tax :$3,137.36 Excise Tax# :1831178 Q: SW S:33 T:23N R:05E Map Grid :686 E 1 Nhrhd Code :059006 Phone# Census Tract :293.04 Block: 1 Vol :46 Pg:100 PROPERTY CHARACTERISTICS :5 !st Floor SF :1,810 :2 2nd Floor SF :720 3+ Floor SF Above GmdSF :2,530 Bsrnnt Finished Bsrnnt Total SF : I Building SqFt :2,530 :2 Basement Type :Yes Basement Grade :520 Bsmt Parking SF : Garage Type :Attached Attached Grg SF :480 : 1 Detached Grg SF : Carport SqFt LAND INFORMATION YearBuilt :1968 EffYear Bldg Mat! Bldg Cond :Avg Bldg Grade :Avg Interior Wall Mat! Insulation Heat Source :Gas Heat Type :Fred Air Air Method Electric Svc Wtr Source :Water District Sewer Type :Private VIEW INFORMATION St Access :Restricted Lot Sq Ft :15,060 View :None Mountain St Surface :Paved WtrFront WtrFntLoc WtrFrntFT Golf Adj :No OWNER(S) : Saggerson Richard J ;+ :Hawkins EC Lot Acres :.35 Lot Shape Tde/Uplnd Topography Topo Probd DATE :07/25/2001 Lake/River Mt. Rainier Lake Sammamish: Olympics Lake Washington: Cascades Puget Sound Territorial Seattle Skyline Other TRANSFER HISTORY DOC# PRICE DEED LOAN 41 :$255,000 :Warranty :$242,250 REAL ESTATE SOLUTIONS 800-345-7334 Infonnation compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. TYPE :Convent ·. -..... = = = 0 .... .... .... = = = .... AFTER RECORDING MAIL TO RICHARD J. SAGGERSON 12031 Southeast 184th Street Renton, WA 98058 Filed for Record at Request of Craig D. Thielbar, Attorney Escrow Number E0106015 at Law -. -. --. --. IJIJJ,llll~IIIII CHlC ... TlTI.I UO 9.00 ·~~ ,n ....... l1~6ouNf~~·i:i.:.12 E1831178 17/21/2811 11:11 •,NG COUNH, "" SA~ szfi:=·= PAGE H1 QF H1 Statutory Warranty Deed Grantor(s) EUGENE C. HAWKINS, JR,, KATHERINE T HJI.WKlNS ""q s;5"'_ Grantee(s) RICHARD J SAGGERSON, BARBARA L. DAHLQUIST ~ ..--- Abbreviated Legal Additional legal(s) on page < -r-,r,,V _ •? __J Assessor's Tax Pare.el Number(s) 619960-0043-04 I Y ~ V7 THE GRANTOR EUGENE C, HAWKINS, JR. and KATHERINE T. HAWKINS, husband and wife for and Ill constderatlon of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDEAATION m hand paid, conveys and warrants to RICHARD J, SAGGERSON, a single 1.ndl vi dual, and BARBARA L. DAHLQUIST, a single individual the followw.g descnbed real estate, situated m the County of King , State of Washmgton The East 120 feet of the North half of Lot 2, Block 1, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, according to the plat thereof recorded in Volwne 46 of Plats, Fage 100, in King County, Washington; EXCEPT the East 105 feet of the North 108 feet thereof. See Attached Bxhtblt A Dated tlns ~ day of July, 2001 B~, t?'ffi - ~EC HAWKINS, JR 7 By~~~~~~~~ B~~---:,;.t'\'.µ ,flit'-<}! 1 THERINE T. HAWKINS By~~~~~~~ STATE OF WASHINGTON } County of KING } SS: I certlfy thBI. I know or have satisfactory ev1dence that EUGENE C. HAWKINS, JR, AND KATHERINE T. HAWKINS are the person s who appeared before me, and said person s acknowledged that they signed this mstrument~ acknowledge 1t co be their free and voluntary act for the uses and purposes mentioned m th1s mstrrnnent Dated July /"/ .i. 2001 .......................... ,,, ----1-1uoo('1,, -~, ········ ~<I''' .,,. ... a;;;ss,o,v ;:;,. .,. ,, .:~·~. ~·· 01, t /o NOTAAy ~\ Z.~ ; ,o -·-m. I ~ ! ,:,,_ en.: , ', ,n. .._ · Vtl'LIC ... ; 1-.,,... ,!> • ... ,,-,,,,,,: .. , ... ~·-··· "' t1·<'~·,....... ~ 1,\\ WA ---\,,,, ........... - ~~?;- Man. Huddleston ' Notary Public 1D and for the State of WASHINGTON Res1dmg at Buckley My appomtment::':'-:-"'ex"p"1r'"es-9s-/7'o"9"/"2"'0"0""3 _____ _ Page 1 LPB·IO ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 February 28, 2006 John Tamburelli Davis Real Estate Group, Inc. 1201 Monster Road SW Renton, WA 98055 RE: Sandhu Subdivision (DDES File No. L03P0027) Revision Activity No. L05RE043 Dear Mr. Tamburelli: The Subdivision Technical Committee has reviewed your revised plat and finds that the revision is minor and within the spirit and intent of the preliminary approval. Based upon our findings, approval is granted to the revised preliminary plat received December 22, 2005, subject to all original conditions of approval and the following: I. Tract F shall be improved as a private joint use driveway serving lots 5 and 6. The serving lots shall have undivided ownership of the tract and be responsible for its maintenance. As specified in KCRS 3.0IC, improvements shall include an 18 foot paved surface and a minimum tract width of 20 feet. Drainage control shall include a curb or thickened edge on one side. 2. Tract E shall be improved as a private access tract serving lots 9 through 12. The tract width shall be widened to 26-feet as specified in KCRS 2.03. The lots being served shall have undivided ownership of the tract and be responsible for its maintenance. Improvements shall conform to KCRS 2.03 for urban minor access roads including a paved width of 22 feet. 3. The road right-of-way for the proposed cul-de-sac shall be widened as necessary to provide a minimum of one foot right-of-way behind the curb and/or sidewalk. 4. The property frontage for lot 7 shall be widened to 20-feet to accommodate the driveway setbacks specified in KCRS 3.01 C3. Please note that a 15-foot-BSBL is required from the wetland setback line, this will affect lots 5-12 and Tract "D." The BSBL must be shown on all future plans. MAIN FILE COPY • Enclosed is a copy of the approved revision for your records. If you have any questions, please call me at (206) 296-6758. Sincerely, Tris h Bull, Planner II urrent Planning Section, LUSD Cc: Kenneth R. Anderson and Associates, Inc. 1720 S 341" Place, Suite C-4 Federal Way, WA 98003 Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD w/enc Steve Townsend, P.E., Supervising Engineer, Land Use Inspection Section w/enc Joanne Carlson, Administrative Specialist II, ERS, LUSD w/enc Kim Claussen, Planner III, Current Planning Section, LUSD File I I l Co (fJ ! ' k,.1 I ~i !/ -, 1 / T 1/•i //ER Vi[S COR 13.iJ.~12· (ESM) 13'/J.83' (PLAT) SE 180TH ST . w vi '" -· ., :..r: ,_ ~ ··-- w vi ~i! s: o- ~ Q " -- s.r. 1a&r11 sr. R-6-SO JO' ____ L ___ _ \ SITE -. S.E. 184TH ST. ,--·---- (C1ll_C [J.) rOUNO C:O,\JCNFT[ 1'vlONUM[NT _.,.,,---IJ.1/ 1 ',," Cil'A·,:-:::-·/·''L /, ·,, /' [..;,\ _,_, J-1, --c:_;( /1 / INT[R::;tc Tl ON nr (iiJ 12ou-1 AVP s.r. & I S.[. !80//1 :·.·r (f-1[/_0) 1//S(!ID ON 6-.1 3 ---/1.? R-6-SO ----· ----- r--·----·-... ·-11------~---···--.. ' I ;:-:i ~': t_j <c"f I . _; . _ _J <'"[ Cl I (_j ·-~ -- 0 I (0 ,:-, \ r1 ,-=, , en lil ~r ,...., -· C - -, C:, r._; ·--1 ,, '.j ' {j'j I t~~ I -. _______ J_ SE. 182N o sr. w us w -"' i" ., " ·- - = C[NTER or SECT/Oil ~ 299. /7 · I.('/., .• ' T_,' .. , .,,,,. ] ' 'I L :,(!') .l /i , irlfLOI LOTS 4 THRU 13 SHALL HAVE lflOIVIDUAL ONSITE ROOFORAlfl COLLECTION SYSTEMS CONNECTED ro A DRAIN Pll·'E FOR DIRECT DISCHAF<GE TO THE WEllAND BUFFER AREA FOR RECHARGING THE WETLANDS. 11-6-SO .; ,1//1,I,' .'11R[ ~rN.~F (Oe')i:f( ---_ ,.) (, !>/ N0~'/1 / cV I/ Cl!.,' W[.'.,T U' f.>r;'/JF[RTi c,)!?N[1';- AREA SUMMIRY; .,, ' ' (A) TOTAL '.:ITE AREA LESS: 273,120 S.F. (6.27 ACRES) (B) WETLAMD AREA BUFFEII AF<EA SUfl-TOTAL STORM DRAIN TRACTS ONS/TE RECREATION SUB-TOTAL REDUCTIONS = NET 8UILDAllLE ,\REA (A-8) - ZONlf/G: R-6-,:o (6DU/ACRE) MINIMUM OENSl'IY (85%) MAXlfAUM DENSITY 76,5.58 S.F. 84,8'\8 SY. 161,376 S.F. 21,422 S.F. 6,630 S.F. 189,428 SY. 83,692 S.F. ( 1.76 ACRES) (1.95 ACRES) (3.71 ACRES) (0.49 ACRES) (0.15 ACRES) ( 4,35 ACRES) (1.92 ACRES) ~ 12 LOTS 16 DU/AC • 1.92 ACRES) = IO LOTS 0.85 • 12 LOTS) '" 56 LOTS 9 DU/AC , 6.27AC) L OPEN SPAC[ TRANSFER CHEDITS = 2 LOTS (3.72AC • 0.5 DU/AC) .-1 1...J SU' 0}1' .1·ouND "f)fi"1 C1) (Pl /1 T) LOCATE]) SE'C7-'ION-33, r ·," ) c r, , - J -~ l,!_tl'1/..' rV 1 ,'."/11'-·- p' ·, , i r .} '-, " CODE ANALYSIS; (R-6--SO) MINl,,IUM LOT WIDTH MINIIAUM STHEET SETBACK PRE'LIMINARY PLAT F'OR SA./111)1-JU KUL W.,.1NT .IN T'l-IE S'.ifE. 1 /Lt, Q}i' THE' N. w. 7'0WNS}JJP 23 NORT}J, RANGE' 5 l(JNG COU.NTl~ rVASfJJNGY'ON I \ I \ R-6-SO I I I \ I \ \ I 1/4, EA/;;T, rV.1'\1., R-6-SO 11-6-SO SCHOOL DISTrilCT: RENTON SCHOOL DISTRICT 403 (425) 204-2,300 = 30 Fr ~ 10 Fr FIRE DISTRICT: DISTRICT 40 CASCADE VISTA (425) 255-0931 MINIMUM INTERIOR YARD SETBACK - BA'3E BUILDING HEIGHT 5 FT = 35 FT POLICE SERVICE; KING COUNTY SHERRIFF, Pf!ECINCT /13 (206) 296-3/J83 TELEPHONE: QWEST (253) 312-5368 MAXIMUM IMPEF<VIOUS SURFACE PEf<CENTAGE (PER LOT) = 70% ROAD WIDTH (MINIMUM) tASEMENT WIDTH (BOTH SIDES) LOT AREAS (LOTS 1-17) IMPERVIOUS SUF~FAC£ AREAS: PAVEMENT AREA (ONSITE) PAVEfAENT AREA (OFFS/TE) SIDEWAU( AfiEA (70% OF LOT AREAS) SUB-TOTAL NEW IMPERVIOUS EXISTING IMPERVIOUS (REMOVAL) TOTAL INCRtASED IMPEf<VIOUS = 22 Fr -10 Ff = 59.639 S.F. (1.37 ACRES) 3,508 S.F. (AVERAGE LOT AREA) -10,653 S.F. = 3,096 S.F. = 6,462 S.F. = 41,747 S.F. -61,958 S.F. (1.42 ACRES) = 9,204 S.F. (0.2·1 ACRESl -52,754 S.F. (1.2·1 ACRES ELECTRIC SERVICE: PIJGEf SOUND ENERGY (253) 395-6909 NATURAL GAS SERVICE: PUGET SOUND ENERGY (253) 395-6909 WATER SERVICE: SOOS CREEi< WATER & SEWEil DISTRICT (253) 630-9900 SEWER SERVICE: SOOS CREEK WATEr, & SEWER DISTRICT (253) 630-9900 CABLE SERVICE: AT&T BHOADBAND . (253) 437-6886 c, '" \ ~x~ \~ . ~ . . . ' • ! ' , •• ') ,\ '! GR.\Pl:-IIC B1lSIS OF BEA.:i·:NGS: BEARINGS SHOWN h£f/[ON AR[ BASED ON THE SOUTfl LIN£ OF ThE N.W. J/4 OF 5f:C//ON JJ, TOV/fJS,':IP 23 NOR"fH, RANG£ 5 EAST, W.M., BE/NG NOflTH 88'02'J.9" W[Sf, AS Sc/OWN ON THAT RECORD OF SURVEY FILEC IN VOLUME 87 ,JF SURVEY$ Af PAG[ 287, UNDER RECORD NO. 8909019020, /, 'CORDS OF KING COU.VTY, WASHINGTON. VERTICAL DATU:\J: NORTfl AM[RICAN VERTICAL DATUM OF I 988. BENCH}lARY W.S.0.0.T. MONUMENT ID #5124 l<ING COUNIY BIIASo DISK SET !N THE SOUTHWEST CORNER OF A SIGNAL POLE BASE AT THE NO!ITHWEST QUADRANT OF 108TH /,\ E. S.[. & $.[ 192ND sr. £LEV. = 456.13 U.S. FEff. CONTOUR INTE.P.VAL: 2.00 U.S. FE£T. PRORATION NOTE: BLOCK 2 !/AS BEEN PRO/IA r[D BASED ON MEASURED AND C,\LCUlATED DIMENSIONS. ALl,OUGfl THE DEfO 'OT/ PARCEL "A" CALLS OUT "EXCEPT ffl[ wcsr JOO FEr'r :r Lor 5, PRORArEO DIMENSIONS OF 1.GTS 5, 5 ANO I WERE I/ELD IN ORDER fO KEEP THE WES,ERLY LINES OF PARCELS 'A'' ANO "ff' CONSJSrENT. LEGEND: @ <;, 0 :g: FOUND MONIA.l[Nf" AS 0£SCl?/9£D. S[f 1/2" Ri:3AR W/ CAP "t..S 18898/37540" m "" II, * ~ (sis) ? ... FOUND Rf.B•,R OR IKOi~ PIPE AS D[SCR/8£0. UTIUTY POLE TELEPHONE R1S'£R WAT(R M[TEF( FIR[ HYDRANT SEE TREE LEGEND SEE: fREE LEGEND DATA POINT FLAG I \~\~_\ rJ;,(il WETLAND DL.NEAT:,JN FLAG STREAM EOG.: OEU.'1£A1ION FLAG ' . I UTILITY PAINT LEGEND: --<(,-- --T-- ---w-- GA5 LINE PAIN/ Ti:i.C:PHONE LINE PA/NI" WATER UN[ PAINT TRE'E LEGENIJ: T-1: JO" PINE T-2: JO" FIR T-J: 1 O" SPRUCE T-4: 20" COTTONWOODS (2) T-5: 20" ALDER T-6: 24" HOLL)' T-7: 20" HOLL)' T-8: 24" HOLL'( T-9: 20" ALDER T-10: 34" FIR T-11: 26" FIR T-12: 32" FIR T-IJ: 18" ;:JR T-14: 22" FIR T-15. 18" HOU.Y T-16: 24" 0 /R T-17: 22" FIR T-18: 36" FIR T-19: 36" CEDAR T-20: 18" :,PRUC£ T-21: 2o'' CEDAR T-22: 18" SPRUCE PROJE'CT OWNER: MR.I KULWANT SANDHU c,r2s) 269--1210 • 1 3D.89 SE 159TH PLACE REl!TON, WA 98058 CIVIL ENGINEER: MAFlK 1N. STIEFEL, P.E. STIEFEL ENGINEERING 22$ 12 1 1 3TH AVE. S.E. KEr:1T, WASHINGTON 98031 SURVfiYOR : (253) o,vi;N B. HILLE, P.L.S. CR/1MER NORTHWEST, INC. 94q NORTH CENTRAL, SUITE KENT, WASHINGTON 98032 (253) 852-4880 104 WETLA~D SCIENTIST: MS.', DARCY MILLEf, 8-\WELVE ASSOCIATES, INC. 11 0,3 W. MEEKER STREET, SUITE C KENT, Y/A 98032 (253) 859-0515 QC.'i 1 3 1001 i<..C. o.o.E..S, • C) ~ I -I (/) I.. (1) (1) C ·-CJ) C w (/) I.. (1) C C 0 a.. (I) I.. 0 >- Q) r:: :J (/) 0 0 ... • 0 z w ~ u "- tic w u ' (/) .J ' a. ~ X 0 0 - l{) l{) "' ... I N l{) co ~ N "1 "' "' oN "'~ Ol . -f-z 2 w~ "' ' :z ~ l{) 0 ... 0 "' ..2 ~ 0 (X) (X) ... I N If) (X) ~ "' If) "' ~ ' -u 0 " w !;;: Cl .... 0 1..----------------------·-----------------------------------------------------------·------------------------------···"""-·---'*-"-·-· -· ·--··--·--·-···-··---·--m·-· .. _,,_ .. _,,_ca;_, .. ___ ,,-----~· "''r"l-J"'0"'.1,"'·;l"'7""'"1""1~"i~,""iL'":"'1""'tDrWXN'r"''d.'o~'S. '*c/OJOn;\j"''71UTi.J7ioi'JCREXT[r.t ~J~~ j;J; 11=oa.1i9::·1,~ 2002 / PREV. PLOT: Fri Od 10 08:05:55 200J /PLO TED: Fri., Del. ro, 200.J, B: 11 :57 C:\ WORKING TM JOBS\ 2002-08BnBwlin11s.pro MAIN FILE COPY L {) :) PoD ;;!.. T ' ·"' ·.o __ rn ;_-., co X -,.co.·~ e, , "' 0 i ! ' ! .. I I I i I <n ' "' "' ' N "' w "' ' I 1.'ttJ'~ MAJ) I~ ~;'"T:"!l~ ; •. r)~~ O?;, Am:lrlt'ntiQ IN ~ ""A.TINO Ynua 127 K.C. -·-.:.-,:-._ I • • ' -----.. , 00 D 5 V ' '• . Pll,t'.'ll'El~1'Y AND lG NO°LOV 1·,Ikl[f_':'_:::J. ·1 'ttJ S":JW A(ICURAT~ MEJ.f~IJRE.M=:~ NW 33 23 PETROVITSl-'<.Y ? 23 -$ /-5, ____ - RD. ,.z . . -Ca-Ed Sbr.vt:(' i. ' <-3-17 663-?1- . v.·; • · · · · ,'ti' ~f,M,·t~?'lf·' YOL. ~19-~~ ' 3Dl8~ 30 I •• 4,, ' ' ' ~ ' ,, ' ,• . 50: C • ' ~ . /l!.I_ 0 ' ' ' * "' '.o: .;; ; • ,,,, ' •' -• i • i ~~~ ... ~ ~: it,~"'"' ' t "' '' ' ' Jo1.1,1 ' , 0 • • • • 2 • ' • • ' ' < ,, ;Jo!.46' 4 Jo1.13 /JO. ~1 -' 0 ' ' ,, -' ,. ,, ~ 610Q 0 -;; ,, t,. ao'° :Jtl2rl6 SF rooo ,1, :;. 84070308~2 •• • LOT:)'. ,_f' .. • • '' '' • -• 212S9 S !ARDEN.TRACTS .199901120800.003 IV . I ~I ' ' :i I ·1 ' " • • • --------. -------.-,'.i--------------- • • ' • .. 0 - 0. 1' ' 12,sa, --.• !b' es,,- ' "'' • •• • ,02 1 S • I 2.0.J A'S -1 L----,c,c-, .• ,:.,2{ 19,, ,, 1 t·S-17 • ' ' ING 332305 LOT ,. Pi;:.::. J j \.!7," I t ~· ' ?a .• 8 ·,uJ9• j gJ A'., • =, .. ~ • ' -' -- -· ' .. • • • . \ i ' ...,1P..c,--~ ;@ -" • • -n I \ --'tJ•/"I 6 -------i ,.,.,,,~---~~'· II j ' ' ' • ' '-"'' 5 ' I--' ' LOT A - w "' .0 ... "' "' "' ., ' " ' • • ' • ' '' • 6 ;Joo.17 7 .Joo. S'I Joo. • ti...-6-·---· -~-- ' . ' . ' " ' p •• -9 ---~-· 3 .11<)0, 4 • 300,7.~ ·--~-.,- 0 ' . ' ' ., ' • " ' • 4 i . ,_ __ _ ~-1\t~-ISJ$.e1 " ----·--13 • ' :Z99,2/, 5 KCSP 478197 A.F. 7810300769 7 LOT I q,°'0 ,, . l, Lor z.,/,,0, ,,, ' • Z95'.2/ IO , 0 ' ,, ,, ,,, 0 ,• ,_,i,\ !'.rJ> 1----''>'c<c,e•e•'-------''''"''----1-----2 ~ e. 6 a -,--,;;,;,"'-- 10,, !Jo.~, 10.:, ""· ~~ e ' - . • o' • • .. • 0 z .. • la}50 C :/: ni ,._ y'/(,<;, lLA .s .!!5"A <?IQ! ~- -• ' - ' ,. • -• - ~' K.c; ~L"( 51:/ll,OQ~_(,. 7 ,, 9 • • , . ' ~ .. ______ _ 2 <i3o as1 -· 2 -' ,, ---· i!.>S, )-> ,,, ' ' -~-----, .. 6 ' - 0 i ,, ' ------1 ' Ii I f----,,;;;----1 !' " 0 0 - \ .. ,., Ill ' / .... 'I" :5 - • '!.l, w • "' • '" ' • ' ' .. ' ' t ' " I _I ·~ ' ; ;;: ' l:'t. .~ _, "" f----'''"''--...LJ...-, zr<1,1 :t ~lf"-,70 0 0 " i • 3 5 , .. J:: /-er: 0 2 (/) 1- () <1'. er I- ,. ' ,,, ,1 I ' " •• •• ,ti 6-!<'O .. .• " • ., ' ' \ ' • " 0 • • ' :1 t, 1. '!r '.l • 7 -1 0 • " 0 '' • 1',]2"5' e.6' A: '"' . -· .. ' ' "' ' . • ' ' • • ·,·. . "' • • ~ ' ' 0 • ' " ' V 1"- \, ' . - LOT .3 · LOT \ • ., ' Lorz -KCSP 781064 lOT .3 ' 1i \ \ .. ,_ LOT I - 8404160944 Lor 4 61 ,, ,.;, '!11 0 l;/ - \: ~-',---~--~-~- ' ' ' ,> • i ' ---1-·c-,•, 30 , .),-3 ,101,-' 'c,c,='-.c,c,·,c,";c,"<;c,c•c•c•c•~, ---,=--___ S_E_C,e'7-C4~TCH_s_T __ r_ --\-.'..T1"ANS. li'-'E 1.'.SHT -. "' 0 ~ - • • ' ' <' ~b ---1-;0, ,_,'!) ~"' I ,----- • ' 0 • ' • • ,, 3 SB • 0 f--"'"----------c'S'-'B',Z9_0~,a09L' c•~•c'"'fr'-----~401, .a 7 ;: ~ 31.3, 'J,j.S .:II.;!, 'l.J.S ~ < ' ' ' • • s ' . I 0 / ' ' • • ' • f...,-t B-Z . \ s 3 •• 90.0;' 1. rf.0 3oS_L __ •_• ____ •_• __ _,_ __ •_•_·_'_'_ 2'1?',0-1 w V) • 7 ' • • • ' • ~I ' ~ !----~>------------- w VJ • • ' • • i •• 4 -• ' 5 -" ' ' /{,1,77 I ?" .E ~ • ' : ! \ \'-{,' fl,."G~q,0 ,S 89" S-f • • N 179_;;,7 /G-'1•77 1.o '" . 7 S" I 19 0 ' • 4 • t'' A ,'.o . A-1 ~_' _________ ,_._. " ,,,ie,A €,\" 0 ' ' ' 30 fl 30 ,0 • 0 ' • N 0 ' "' ~ w~ VJ w > " r ... 0 ' "' ' • • ~ ., ,o . ' .. .. • '"' 3oa, .33 ----------- "---· ---· I 7 ,5'" ' 3Ja, S7 • ' ' • ,0./ ~' ~' ~\ ~-.,<J~':-;, 9 '1~~ ,,c-.:,·,~----.,,c=-c:-::-------"-' o, ' 330. d 4 9 ' • '-----Jaoj>> ,so.1,;.,; ' ;,S'o,/(.S !?:5" '. ~,.P ~· I&> NB?~ "/t'J' 4" E .330, SI -____ :._~,'e!cc£c.l_c'='='c·='c'~'~'~1..------~3, (J. s' •3 "0 ·.s SE 1q2 ND ST ---·---· ~_,,g,._ _______________ ---------132 2.30-='---'-'-"~----------·· 30 ' " • - ' ' (} 30 r ,-.--,,,,5 ... 1/0, ?S ,, 2, 3 ' 5 ' ' " • 6 L,--~-,c,,T "' ,v ·S 8 0 " " s 8 (J"' ->O, //" ,E a -5°0'//''£ _____ ;s-o 51£RN ' " " S'EJQO JO' /I" C 7 3Qo ,so :s' Z,V Ji$ 1-3 /r 4 SE 188 TH ST o•cs,.c<c•;__ _ __:~~....:.::::.cc ... 71'-'ll'IJ' /..JV. 4,:,' 1/#SHT " ' ' ,10 ,,, t1 ~I ,, . .,' ' \u-~,~ •• .,, , /t: " " I" '! " ' ---· 3 l " ' ' 4 ! 3., ~ .o& ~ • 0 ' • ' ' 1 1 NW4-22-5 • /, 'J. • s - i f-7 . ---- /50 Ts otV· se, /l.o. ?o II ~ 0 -N N 0 "' "' l.'lo. 'l8 /(,/. /"( • ' < . ' • ' ' 3BS,;.ia Q,5 -·· 12 • ' !,, t. 1 ,, ' " - 5 \ I ' - - -- . ' ,, ' . ' . ' • • ' ,• • ,, ' I,, @ , .L_c'""'--L--~3o ___ l ----· ' -- ' \ N 88" -O'D' f._'.:_vy --· - -~= ' i ' • ----, -~-- ' ' .. ' ' • ' -' ' ' ' ' ' I --- ' ' 0 ' ' ~ ... KC7808281028 ' 0 - • . - /Jc /, 12. * /0 • SP278/!3 ' t3 ,, " I • ' ' ~~ ,,j .. 1- _ _J .---c,., ' S "' ~ .:JI' I 2 l ' ' ' ' ' j,5 r:f, I-1,61, ' ' ' " ,. ' " N I "' "' w "' \ I • ' . . ' * / ' l • • • ' ' . ,1) . . . . ' ' ',-., .. ,, I ·""""~" I ----------\ IDJ . ' 1 i ' i ' ' ' l • ' ' ' . ' i • ' '\ • t l • \ • . ' t\ ~ • ' ' • -r f ' k 1 1 •• J I I t ' • , .· t I ' ; f ' l i i • l [ t t· I I [ t ' • ·• I ' l t ,, "' . .- .. . ' ' . ~ i ' -.,--- ' . .. -.· . l .- • : ---.; . .-..... • < .. - . --- .. . -~ . . • ! \ . . -. ,, '. . . . . . .} ', . • I ~-,, I . \: ) :· .··( . ,. ~ • I . . ' s.E. 1sisr. (fR! VATE' -Rt ,' ,_ ,_ . . • ' ; .: :- \ ., ' II . . ' ' ' ! -I ·. i ' ~ .. ' l ··,"°i ·- ' -.... --- I ,, ' ' - ' . - ---· . r- '" (IJ E 0 -, '" 0 - 0 .c u z A [O ·o '" > 0 1/) ~ "' 0 _J 2 <( m 0 m (J; 0 0 N -m N S.E. 1/4, N.W. 1/4, SECTION 33, TWP. 23 N., RGE. 5 E., W.M. I I I I I I I I I I I I PERIMETER. 2 BUFFER C4.5 FENCE (TYP) DISPERSION 6 TRENCH (TYP.) . C4.7 ___..-x-+--x--x---..:x c=O , -~'I: --x~ " D , ~'/:. :.\'"--:-/-: x--* :.r---..__ , w~D 1 /~-x~-~-----~x '"'* SIGN (TYP:) C4.5 / / ,__-..:.::__--r ,.,,--· · -:--)(~ ·. . ~...........:.*:::---_x---x---.::;1::_. . ~~-'r'. . . . ,.,,-:+-~ ~~~~~-~x~==x~:·j)(;-~ -~~ --~--i~4~ / ~ ;* ;* / ·- {:,'\ v -_ R=25' ''''' .. ' ' ' ' ' ' ' ' : : : : ' ' ."! ' ' ' ' ' ·· JI i· ·r··.·· ·· ' ,' ' ,. < -' ' ' " .,.,, 1.1, ' ""; .. . •• ·-' ·"4 ' ii ' ·J\l,i ..• ,, ... R=25' I , END CURB MATCH I, SIDEWALK I (9 ,-CB_,#,.....5---, : '', ' ~~LJ1 STA. 11 +93.96 I (12.46' LT) (a) ENO CURB MATCH SIDEWALK CB#6 STA. 12+12.69 is'H~H'-t-42c:..+ (47.65' RT) ---- __ ,.,, "" •.03·. . ,, . . . " . ,, . >'-, • I 0 CB#? N 162873.72 ~~!!!:i:::d::!!IE 1307457.63 . ' ... ,,,, "' ' ""'' so~·····~··~-~~--~----i~~ ~"~'~'.'::·1Jotp.r .. .;~--... !J ,ii ..... .. 5: .... ~-~· .,XY 'I " ' ..... u: ' . ,, . ' ... :''O' ~ ,;;··. CURB & GUTTER SECTION DRIVEWA ' 432 ' . I • CB#8 ~',,€. le-N 162888.30 E• 1 a075a6.93 E 1307536.80 ) I~ I~ CB#8A 5.14r!f'--.. N 162867.39 E 1307537.66 ROOF DRAIN COLLECTION SYSTEM (TYP) 425 2 C4.6 I !~ ;i<. 1~ I l J . ',/ -.. H------.,c.=========:::j,_J.':.Jr-"• I j ti w :c en w I I I I I w ) ~ Jf 31 :c 0 I;;: . ::;, • G) ,_ STA. 11+29.491 (10.68' LT) I I I 434--/ I r;;J \. - 1 STREET TREE :: C4.3 (TYP) I I ~ CB#3A STA. 10+34.64 15'11"='-'HH-M.:-+ (14.98' ~D 3 SIDEWALK C4.5 RAMP (TYP.) ...,.._ __ ----+~ ' . . ' 4 • ' • ' en • • • 4 ' . ' ,, ' ' a: I 0 0 I + ~ ~ ;s:.i; oo· . Ff .W: · •••• • ...• I ' " ,, ' ., ' ' ' "' ~ • ' 4 CB#1 (SEE DETAIL THIS SHEET) STA. 11 +30.31 ~~~-_J (14.78' RT) (is) "-a~/ STA. 10+80.62 ~~~-.--J(10.64' RT) I I 6" PV • " n u n II 11 I C II u ----...._ I I I I '\ \ I I 1 I I I I I \ CON ·N I . tj' I \ I I I r( ~'), I ---• . ' ' 26+00 ;,. j SEE SHEET C4.4 L STRUCTURE ~\ ~ ~\ 4 .. -- ' " ., · .. __ _--:,~ ..,., ;,_, ' . ·-- 0 "4 ' ' N ' DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO ODES PRIOR TO THE PRECONSTRUCTION MEETING (KCC 9.04.100.D). 2. ALL PIPE AND APPURTENANCES SHALL BE LAID IN ACCORDANCE WITH WSDOT 7-08. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL AND ANY REQUIRED BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE DRAINAGE FACILITY IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR Bl:ITER INSIDE AND OUTSIDE (KCRS 7.03). 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05). 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2-013, 2-018, 2-019, OR 2-020, AND SHALL INCLUDE THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05). 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE DF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE (KCRS 7.03(L), DRAWING NO. 2-001 ). 7. ROCK FOR EROSION PROTECTION OF DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT (1 '), AND MUST MEET THE FOLLOWING SPECIFICATIONS: 100% MUST PASS THE 8" SIEVE, 40% MAXIMUM CAN PASS THE 3" SIEVE AND 10% MAXIMUM CAN PASS THE 3/4" SIEVE. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(B), DRAWING NO. 2-024. 8. DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB-OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04. IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO UTILITIES (E.G., POWER, GAS, TELEPHONE, TELEVISION, ETC.). F. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. 9. ALL PIPE ENDS WITHIN THE ROADWAY REQUIRE BEVELED END SECTIONS PER KCRS 7.03L & DWG 2-001. 10. CONTACT HENRY PERRIN (206-263-6138) AT LEAST 2-DAYS BEFORE ANY ROADWAY STRIPING. 11. PER KCRS SECTION 4.01 F, A 1" FULL OVERLAY SHALL BE REQUIRED. APPROPRIATE RERAIRS TO THE EXISTING SUBGRADE, BASE MATERIAL, SURFACING AND PRE-LEVEL MAY BE REQUIRED PRIOR TO PLACING THE OVERLAY. THE OVERLAY MAY BE'WAIVED ONLY UPON WRITIEN REQUEST AND AFTER AN EVALUATION OF PAVEMENT CONDITIONS AND/OR CHANNELIZATION REQUIREMENTS HAS BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. LEGEND 0 G 100 YEAR WATER SURFACE ELEVATION ,NGPA 1'FlAl~ I' ASPHALT CONCRETE PAVEMENT CONCRETE PAVEMENT STREET TREE CURB RETURN (SEE TABLE SHEET C4.6) 6" WHITE EDGE STRIPE @ 10:1 TAPER . ; . ; . ; ' . .. ,,,,,,.,- . ,·;- , j' -- . ;·;; ' . ; ,/ . . _,,. . . ) . . ( ----, \· 12" SD f;/ ~ ~ACCESS i'I LADDER CATCH BASIN #1 DETAll SEE EASEMENT FOR WORK ··· 1:WllJ!IN '<PRIVA;TE PROPERTY :f1ft v E Ci EXISTING EDGE OF PAVEMENT • \ \ \ \ \ \ \ \ \ • ' • < ~ \"l'!"' . -------~-----~-----~--.r--~-------~--~~------------~ \ EXISTING 24" CULVERT· . \ 27+00 \ \ \ 28+00 \ -t----1 , -----· .... ____ ,.._, ____ ------__ ..., __ ....;.. _ .;.. _ . -~ --·---...... .,1_ ....... ____ -....;....;. :.--= _ :-·-.· ~~:o~ _ \ ······ . ---------.• ..l ; I STREET VERTICAL DATUM: KING COUNTY VERTICAL DATUM (NAVO 1988) BENCHMARK: KING COUNTY SURVEY CONTROL POINT NO. 3809; 3" X 3• CONCRETE MONUMENT WITH NAIL, SET 0.50' BELOW GRADE, IN A SATHER MONUMENT CASE. ELEVATION = 448.119 FEET STA. 23+ 78.84 (22.56' LT) STA. 25+29.47 15fi>r.-,,'15+-io ,flftl (14.60' LT) • IE=418.95 3 C4.6 CURB & GUTTER DRIVEWAY (TYP) CB#10 STA. 25+76.83 (23.32' LT) STA. 26+51.91 (14.87' LT) STA. 26+51.80 (17.00' RT) 12" CPEP OUTLET ~4 162617.16 N 162616.58 E 1307643.33 ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE \ ,--~~-420---~ - \ \ ---418----/ ------J --------------.,.c CLEAN OUT AND REGRADE EXISTING DITCH. SEE DRAINAGE DITCH SECTION (DETAIL 7 ON SHEET C4.5) ·I I N c»l'r--,.r---.r-,..r--,r,-..r-,...r.o 000000000 '-.J ~" '-.J '-.J ,,1 '-.J " ~ n L[} N C"I O O> CO l01J -r-.oooNo..-0 0 O.-mcor--.<0v..-r-,.. -- .. -.. .. (I.I C, ,J N li I • :z: ,- • • -C (j) E 0) (j) C 0) ·c 0 (j) C (j) C 0 'oi ::SC 0) C -C w () C '> (j) C 0 0 L u "-"- C: 0 ...... U) ·-> ·-tlJ "C •I • .c :·:.. :, :, cnf :, U) .c< '"C C cu .. g • 0 -.. ' z " .... 0, C, 0 C, • ~ f ... .. .. .... .. > N II. c- <'.f-,; ? 'f,.: er-, """ .. i c;' r:: "' .., 9. " ... .., "' "' ... <:, " .... .., .. <ff? "'""' --I 0 00 0,. C 0 -Ol C :.c <n 0 s: - " .c -0 "' <( N IJJ -C, V, -(I) IJJ L -V, C. ·a ::e .,. N 0 0 - E 0 (J "' IJJ IJJ C 0) C IJJ 0 TI <n 'i ~ ~ "° "' "' -0 -0 '# "' N .,. X 0 u. "' "' "' -0 -0 00 " "' N .,. (I) u ,,= -0 .r. s j_ -o ~! .c " O 0 .. I.) z C< z ..J < 0... c~ <a: 00 a: I- C/) ' Cl) I -----'-----I PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS # C4.0 ON FILE WITH DOES AND/OR THE KING COUNTY 20 0 20 40 C 4 0 DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST l "=20 , • 2 L---------,..,..----:-:~-:-~-::'.""--::-:--:---:-B-E'"'.""'7C-:O::N-ST-:R-:U:-:C-T-ED-:-:A-N_o_A_P-:P".'"R_o:-vE_D-;:P';'.'R_1o_R_To_T_H_E_F_1_NA_L_B_u1_L_o1_N_G_1_N_sP_E_c_T_1o_N_A_P_P_R_o_v_AL_. ________________________________ _;,,,, _________________________________________ s_c_a_le __________ f_ee.:;..t.;...,.· -'-----------1 R:\Projects\247 (Viking Bank)\001-09 (Sondhu)\As-builts\sheets\5D-dr01-ab.dwg -Scale: 20 m (j) E 0 -, m 0 0 .L u z >, [IJ -o (]) > D VJ ~ cc 0 _J 2 <( ~ ~ .. m m 0 0 N -m N µ u 0 GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNlY CODE (KCC), KING COUNlY ROAD STANDARDS (KCRS), KING COUNlY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILllY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILllY TO KING COUNlY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNlY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DDES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNlY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVllY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DOES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNlY CODE (SECTION 12.8B); NORMALLY, THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILllY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. S.E. 1/4, N.W. 1/4, SECTION 33, TWP. 23 N., RGE. 5 E., W.M. INLET w U) w > <C :::c l-o t\l T"" N 162665.20 E 1306943.31 20+00 LEGEND D ASPHALT CONCRETE PAVEMENT D CONCRETE PAVEMENT CB#18 . E 1306986.52 N 162664.14 E 1306986. 14 ~ 4. 6' 12 CPEP 2' -+------- MIN. 3' CLEARANCE TO WATERLINE 21+00 . -·... . . . : . r,, ... · .. s 6" WHITE EDGE STRIPE EX. 8" W --·---!-- CB#17 '663-: E 1307117.08 N 162656.87 E 1307109.04 END TRANSITION TAPER 5' WIDE ASPHALT WALKWAY 436 ~ 4. CB . E 13071 48.61 N 162657.74 E 1307264.43 -·-434 C ·,; •' ' ,. • " '" >. ·· · ·•·•·•·· ·. ·· ··2· 3· ·+· · ·o·o· · · . """ """ ti w I en w w en w z -' I u i;;; ::;; 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF KCRS CHAPTER 8 IS SUBMITTED TO THE DDES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 1 8' WIDENED TURNPIKE SHOULDER SE 184TH STREET 22+00 ---1-----1--- SAWCUT LINE@ 7 R/W CENTERLINE 9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY DDES. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B1 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILllY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSllY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSllY (WSDOT 2-06.3). 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY ODES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(8)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, ''TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. 15. ALL PIPE ENDS WITHIN THE ROADWAY REQUIRE BEVELED END SECTIONS PER KCRS 7.03L & DWG 8'x1 o· BUS STOP AREA OFFSITE PLAN CB 17A N 162661.96 N 162659.75 E 1307190.88 2-001. 460r-----c------,----------c------,------------------,----..,....------,----------,------,--------------------~ CD 16. CONTACT HENRY PERRIN (206-263-6138) AT LEAST 2-DAYS BEFORE ANY ROADWAY STRIPING. 2' 6 1 D.05 FT./Ff. Q.05 FT./FT. - EXISTING ROAD (SE 1 84 TH ST) _/ CATCH BASIN & __,, STORM SEWERS (lYP .) 3' MIN. CLEARA CE TURNPIKE SHOULDER PER KCRS DWG. NO. 2-024 N.T.S. R:\Projects\247 (Viking Banx)\001-09 (Sondhu)\As-builts\sheets\SD-drdt02-ab.dwg -Scale: 20 450 · ------- 440 430 · INLET FROM DITCH W/BEVELED EDGE SECTION IE=441.11 (12" E) A.B. CB il18 lYPE 1 RIM-441.83 IE-438.63 (12" E,W) RIM=442.23 IE. 439.79' · (12" W) IE-439.65' (12" E) 4JLF ~--------IE=439.78' (12" N) ~ -s:l._·9?Z• -~-- : ---~-12" so -----123 . . . . 4-22 cf. EXISTING GRADE @ PIPE CENTERLINE S=3.99% OFFSITE PROFILE FINISHED GRADE @ PIPE CENTERLINE CB.1117.1YF'E·1· RIM•437.88 IE-434.SS (12" E,W)- RIM-437. 79' IE=434.74' (12" W,E) \ CB if17A lYPE 1 IE-433.34 (12" E,W) . . . . . . RIM 435.2.1' ... IE=433.11' (12" W,E) 12" Sp 82 LF ·- 7'S LF - - \ • \9 LF s-o.e0%- 12" bi 74 LF S=2.30% - N 20 0 20 40 1 "=20' scale feet 460 450 440 430 5 0 5 1 11 =5 1 vertical scale 20 0 20 1 "=20' horizontal scale 10 feet 40 feet 0) f'.. f'.. f',. f',. r--,. f',. f'.. CD OOooooooo " ~ f""J Ll1 N C"-1 0 O> CO l!) CJ ..---OOONO.-Oo 9 := m co f'.. <0 ...i-.-r-.... .. -.. " Ill • ,I 0 N ,:: I Cl ;.. :x: -C (1) E -' f • OJ (1) C OJ ·~ 0 (1) C (1) 0 C ·01 ;:;; OJ C -C w (j ,- (1) C := . ......., C . > 0 0 u a: 0.. • I ! ! . . C 0 ·-CfJ ·-> .... CfJ "C ...... ..a:-::, ::, cnf ::, w .c: <( "C C «1 en Ill -Ill " II) ' t: Ill > --0 00 "' 6i -, OJ' C :c m 0 s . - (]) .L -0 "' <( N (lJ -·s "' -(lJ (lJ ~ -"' ' ·a :f " "' 0 0 - Cl) I- 00 • 0 0 ' z ,- 0 ~ 0 ,!. 0 ,t ~ N a. E 0 u v, ~ <!) <!) C 0) C <!) 0 u m 5 5 " <') "' "' "' "' ~ "' N " X 0 u. co co "' '-0 '-0 Cf) " "' N " " u <,.. ~ 0 :S ~ lli: Iii .c ... -Cl " .. " ... .C C oO .. () z Cl) Ww ~ I- WO >z ~c a.. z ~< -wz I-j -"' a.. LL LL. 0 C4.1 U) GJ E 0 ---, U) 0 0 _c u z >, [D -o GJ > 0 (/) ~ U) 0 _J m 0 0 N m N -u -----440 - ~ I") " N + ., N <( >-I -(/) ti II-<( !;j: Cl ~ c§ --------------------------------------~-- ~I(.) LOW POINT ELEV -428,82 • LOW POINT STA -1 0+34.44 PVI STA = 1 0+43.28 PVI ELEV -428.48 • S.E. 1/4, N. W. 1/4, SECTION 33, TWP. . . ' ' '' '' '.' ... ' '' ... '.'. '.' ... '. , .. '.' ... '' .. ' .... ' '' ....... ' '' ' '........ .. ' ... ' ' ' ''.' ''. ,. ' .... '.' ' '.' ... ' .... '.' ' ..... ' . '.' ..... ' . '' '. '.'.' . . .. . CB J/4 TYPE 1 RIM-431 .89 JE-427.49 (12" N,E) RIM=431.86 - IE=427 .43' ( 12" N) 23 N., flGE. 5 E., W.M. ' . '' ' ' '....... .. . . . . . . . ' ' '.' ... ' . A.D. _.: 6: 19 ---------------------------IE=427.21' (12" E) K = 8.07 IE=428.16' (6" W) ,1--· ---50.00' vc ----,1 CB J/1 TYPE 2-72" CB ;i5 TYPE 1 -RIM-434.39 RIM-431.6& fE--4.3D.89 JE-424.32 (12" W,S,f~E.E) (12• S) CB Jl6 TYPE 2-48" ----RI-EIM4=2434• .14,7~7(_ 1_2,;W-)•----------------------------RIM_-434.25' RIM-434.74\-,,-) IE-424.8612 • f~E.S'h' IE=424.42' (12" S) IE=43o.5 o' RIM=434.66 • IE=424,37' (12" N) (l 2" S) IE-'424.94' (12" NE) IE=424.22' (12" E) IE=431 • 15 ' IE 424.92' (12" SW) --------P"" FINISHED ___ GRADE__ (5 " W) ____ IE-c428.77' (6" SE)_ -@ CENTERLINE __ ----F°f-------4.19% ------ '° -----~1i~f2f.lsE 1 co ----------cs J12 TYPE 1 "! ro IE-42§.t7 \12" W;N) N 10 RIM•129.8~ '° ~ RIM=428.56 ffi I{) 1[=424.89 \12" S,N) ~ -~ IE=425.28' (12" W) 6 ~ RIM=429.86 ~ " IE=425.23' (12" N) ~ _J IE-424.81' (12" S,N) ---~--~--~~i!s~~-¥~~2'~~~ :-~-~g~~~~:~NE iJ: -u RIM=429.07' 12" so 440 EXISTING GRADE - @ CENTERLINE ---I--: -1-------~ ~ -,-. - CB JIB TYPE 1 RIM-128.76 fE.w42S,49 {12" S,'11) RIM=430.75 IE=425.83' ( 12" S) IE=425.77' (12" W) CB JJBA TYPE 1 RIM• 428.76 --------fE=42S:SO (12" N) RIM-430.67' IE 425.82' ( 12" N) 440 -- ----430 o IE=425.45 ( 12" E) ----'-----------------------r ---~i --.-~:;:::::::==---~ --- 430 --------FINISHED GRADE _ ---· -'--- r FINISHED GRADE • @ CENTERLINE -------=; -=-::-:::::--=---=:::::::•::; • VAULT INLET ---... ---430 --. --~----..-__ -........................... · · · · · · · .. . . . · · --~.. · ··-.. , ~""""';. _ ----2.00% •, -/-\ i // \; 46 LF S=0.91% 17 LF -5-0.60% 12" SD or----'----1 ------------/ --i--------~ 30 LF ~-'-,-- -----------420 Sa=0.57% S-0.06% 12" CPEP A.B. S-0.80% 49 LF 6••1.16% 12" SD 27 LF • S=10,15%S 12.37% 12" CPEP ·- A.B. 90 LF S=0.61% s-o.so% 12" SD -----------------0 420 ------';"~-~~~---, ----~ IE=417.51 (12") @ CENTERLINE -21 LF 29 LF ~i LF D t=§:5 ~ef.~62~%[:~ -------- 12" SD S=0.76% 81 LF S=0.57% 77--LF S 8 56"' 12" SD S=-0.05% l-~----"---.,---·-"'_0 _____ -":i a 20 t:F U S-0.56% ~~~~'C".'7':'"c:-"."".'"".'---_ -----_ ----_ "."".'"".'_ --_ ---------__ -j_ ----12" C PEP -----------------------------Q CB Jl7 TYPE 2-48" RIM 434.00 ___ ____ _ IE-425.0§ {12" E,SW) - EXISTING GRADE J @ CENTERLINE 12" So . '' '. ' '' .. '' .. ' .. ' ' ........... '.'. '.' .. '. DETENTION ~ -. 10+00 10+40 10+80 11 +20 11+60 12+00 CB JJ5 RIM=434.73 • IE=425.31' (12" E) IE=425.16' (12" SW) --•-------------------•---420-- VAULT CB JJ17B TYPE 1 €0fJfJECT TO EX. 12" CULV[RT RIM=436.00 440-----IE-433,20 (12" E,W) RIM=43;5.51' IE=431.41' (12" W,E) PROFILE -ROAD I A' CB J112 TYPE 1 W/ SOLID LOCKING LID RIM-431.78 IE-426.63 (12" 'h',E) ---------------------------------------------------------------------------------------------------------------RIM 431 .47' -------_-_ -- ------IE=427.75' (12" W) ---.ff_ Y-,---__ ._ IE=427.57' (12" E) I ~ v"r:iF s . -._ -,.. L.:. 0 0 • 0 0 + 0 ~It; ~ :r: (/) ~ . '° :'-~ --------430 I • ~~ ------------- · 9 LF· ····· --:-------. .._ 12" -5=0.§0% so 12" DI 74 LF S=2.30% -----420 •- A.B. 198 LF --- SAME STRUCTURE SEE ROAD 'A' PROFILE PROFILE -ACCESS TRACT 'B' CB J,g TYPE 1 EXISTING GRADE @ CENTERLINE W/ SOLID LOCKING LID CB J/20 TYPE 2-48" RIM-121.Sil IE-418.7S (12" w.s) W/ SOLID LOCKING LID CB J110 TYPE 1 R-IM=421.68' RIM-12S.40 ___ -----__ ~~+~~·g,~0112 .. N) ~l~-~02~D90LOCKING LID _______________ -:~-!~~:~~: ~~~: ~ ---IE=418.95' (12" N) ---------JE-4 lO.i1 8 112 " V/,E,PJ) CB li9A TYPE 2-48" --_ RIM=424.57 • ------IE 419.32' (12" N) W/ SOLID LOCKING LID ------IE-419.33' (12" W) RIM• 4 20.63 -- ,6(;?{ ------_ _ • IE=418.82' (12" N) ~ --------__ IE=418.79' (12" E) -------------·------12" so -~8 [~ S=0.25% _ _ _ _ _ _ _ _ _ _ _ _ O i------"".'"".':".~~-.--.....:..s-_o~. 7_:8.:..::.% __ __:,,:1 2~• "~s~D~ n 32 LF 12" S=0.81% CB JJ1 SEE ROAD 'A' PROFILE PROFILE -DETENTION VAULT 'A' INLET SAME STRUCTURE OUTLET TO DITCH W/BEVELED EDGE SECT!ON IE=418.51' (12" W) A,B, ---------•------- 440 -------- 430 --------------------------· -420 - ~29 LF 12" SD S=0.97% - CONTROL STRUCTURE RIM-425.§0 ---IE-410.SO (12" fJ,S) RIM=425.40' • IE=419.24' (12" S) IE=419.44' {12" N) CB J110 RIM-4 23.00 IE-419.38 (12" W,E,N) RIM=424.57' - ____________ ---------------------------------IE 419.32' (12" N) ______ 430 IE=419.33' (12" W) 7 LF 4 l,C-..•~ s o.86% s-o.ocm_ ~ - • 12" CPEP DETENTION -vAULr- IE=419.20' {12" E) --- V I '. I 8 LF 6•1.14% S=-1.00% 440 430 ' -----· 420 -- ~~~ zzz WWW :::. :::. :::. _J :::. :::. :::. :::. ~ rn ooo 1-::,lnuuu II) :::. (/) w >->->-C: z rnzzz>-';;:f-f-f-o 0 :::) 0 0 0 f-Cl z z z,:.,, -{/} (/) V) (J) Z (L ::) :J :::J I U CIJ ---:::J::,OOOL.. > ~ G'.i G'.i G'.i 8 u u u M Ill =>~~Cl:: ~000~ a:: rn c., ...J I-I-I- I zo...www (/)<( :,,: (/) (/) (/) zzz Z:i 000 []_ []_ 0.. ,_ en Cl) cn LL WWW '" .. -" -" .. CIJ .. Ill • Cl .. • t: 'J "§ .., I :c • .. ~ C <I) E .. OJ <I) C OJ ·~ 0 <I) C <I) 0 C: .OJ ~ OJ C -C 0 --w <I) C ·-C > o a u ct 0... 'J I -,~ .. > --0 00 °' C 0 ~ 0) C :i: ~ 0 s: '" .c: -0 "' <( " (J) -:) V, -<ll "' ~ -V, C 0 :?: " N 0 0 - 0 ... Cl -.... ~ co '? OJ O .... -IO ai .., co (II > CD 0 .,.-<~,c:111 c--""o ••->w m.!:x ........ I ' ' i ~ Cl:: Cl:: et • 0 9 z .. Cl 0 ~ ~ st ~ C\I D. E 0 (j SC <ll <ll C OJ C: (l) 0 1J ~ ?: ?: " <") °' "' "' "' ~ U) N " X 0 ~ C) C) U) -0 -0 O'.) " "' N " <ll u c= ~ 0 ~ ~ C --OUTLET IE=419.50 (12·---s; A.B. II. 0 ••• ·· ....... C ga ... mi:~ ,!:;;;0 0 !!o "' .. :S .. " .. c-.c C O 0 .... (,) --t-w.C (,) > .., D. II) D. C 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 --------------------------------------------------------------410 26+80 -----410 0 ..... UJ en ·-w > ...J ·-,U) c-'"C ..... z LL .c=--<( 0 ::J :, a: u,.C CD... <C :E I ,UJ 0 a: ~< a: 0 PROFILE -SE 184 TH STREET PROFILE -DETENTION VAULT 'A' TO CB #12 '"C I-en C a, ' '. '.'.' . ' .. '.' ., .. '' 5 0 5 10 U) 1"=5' -- vertica I scale feet 20 0 20 40 1 "=20' "'iiiiiiiiiiii C4.2 OL-------'--,--,----.,..--.,..---,--·-,---:-:---:-__..;.~-:---:---'--::--:---:".-:::-----"'---------'---------'----'--------......;..----'----"'-----------....;._-------,;.._--__;----'---------'-------------------..__--------' R:\Projects\247 (Viking Bonk)\001-09 (Sondhu)\As-builts\sheets\SD-drpro01-ab.dwg -Scale: 50 harizantal scale feet en (I) E 0 -, en 0 0 _c u z >- [Il cJ (I) > 0 (/) -en 0 _J 0-, 0 0 N -o, N µ u . . . . . . . . . . . . . . . . . . . . . . . : • • • • • • • • • • • • ~.B. VAULT BOTIOM EL 415.00 • • • • • • • • • • • • • U) CJ U) CJ 0 S.E. 1/4, N.W. 1/4, SECTION 33, TWP. 5' X 1 O' GRATED ACCESS HATCH VAULT INSIDE CORNER N 162769.35 E 1307550.77 N 162769.26 E 1307550.67 l7Zt----- vAuLT INSIDE CORNER N 162673.31 N 162673.3& E 1307551 .95 E' 1307652.1 4 -9&-95.95' ~ 1 CONTROL -z·oir -STRUCTURE ,*11:_,-., I ! _ "' 0.,,, ~4 162668.73 r'"'\ lllfJ"' . E 1307539.59 l ,.if ~ N 162666.92 ,.,.,_ ,,,,'Sii, J,,.. 0 =-. =· 18.75' OPENIN_G_ [.. __ .J 5' MIN. VAULT SETBACK (TYP) ~ .. -· i---"" ta 1JE 1307540.64 [===--~-======= ===------------~;;::==~===~==~~=5~i~~====--======== 0 ~,, c ;·, t~1J ~iF1 UJ ·tc· a.~.t" .. , iht6.2673.91 -A" " E'."9~···· 07539.32 ~ ~ lrf,;! . 9 ,50 5' MIN. VAULT VAUL,1:~, U -SETBACK TYP) · -=:::i ~ -CO'E --> :;:-~" TY~~)''"" "-"'"·'--Ii ' 18.75' 12" VENTILATION PIPE 3 (TYP. 4 PLACES ________ ~ _________________ 1(~):c'\ _ ,,"11fill ___ ::~~--------:::---'ec.,:;c:'}.r'~'Ec,,.,,~~,'=~G,,,__ __ c~- --::::::::::::::::::=:::: ________ ~-------------------\;~~--------0:--------. U) CJ I VAULT INSIDE CORNER ~4 1 62768.53 E 1307403.19 N 162768:20 E 1307493,18 r---J 5' X 10' GRATED ACCESS HATCH VAULT INLET t4 162767.52 • E 13074 92.54 IE 41 B.50 A N 162767.30 E 1307493.BO IE 417.51 :········································································: • • 5'X1 O' GRATED ACCESS HATCH PROPOSED GRADE EL 428.14 18.75' A.B. • VAULT INLET N 162672.56 N 162671.90 E 1307496.67 E 1387496.27 IE=416.45 IE-418.58 5' X 12-6" ----.:_::==J~r~-~ GRATED ACCESS ----.._ HATCH 2' -6"x2 1 -3" _../ HINGED ACCESS LID (TYP 4 PLACES) VAULT INSIDE CORNER N 162672.54 E 1387494.56 N 162672.53 E 1307494.62 ! ..................................................................... : • • VAULT ACCESS 18.75' A.B. CD VAULT SECTION PROPOSED GRADE EL 428.14 96.00' A.8. CD VAULT SECTION -~__; &? , , r I O ...... I I I I 0 I + I I I I I I B Os • D en U) I 1 "=10' scale lO N (1 I>; / {>; v I _L z r PROPOSED GRADE AT VAULT EDGE EL 427.0± • • 23 N., AGE. 5 E., W.M. ,---LID ELEVATION 426.8± 425.40 .n:::::====n 20 feet 5'X12· -6" GRATED ACCESS HATCH MANHOLE FRAME AND LOCKING COVER BOTIOM LID ELEVATION . 424.20 OVERFLOW RISER ELEVATION 423.56 423.51 ELBOW RESTRICTOR ELEVATION 422.50 422.51 3" x 0.90 GAUGE SUPPORT BRACKETS @ 3' -0" CTRS. MIN. A.B.18" CMP CROSS FLOW RESTRICTOR STAND PIPE. BOTIOM OF SHEAR GATE ELEVATION 419.44 A.B. 12" INLET ELEVATION 419.5& 419.44 PRIMARY ORIFICE ELEVATION 417.50 417.56 1 OD-YEAR 'v WSE 423.66" 423.62 -- . z ::;; ===I z • z ::;; - SHEAR GATE W CONTROL ROD FOR CLEANOUT/ DRAIN (BEND ROD AS REQ. FOR VERTICAL ALIGNMENT W/ COVER) 12" OUTLET ELEVATION 419.56 419.61 PER KCSWDM SECTION 5: REMOVABLE WATERTIGHT COUPLING OR FLANGE. ,------5" DIAMETER ::;; =::;r=== LOWER LEG OF FROP-T SHALL HAVE A WATER TIGHT CASKETED BAND TO ALLOW REMOVAL BOTIOM OF STRUCTURE ELEVATION 415.59 A.8 • ALUM. RESTRICTOR PLATE WITH ROUND CLEAN A.8. 1-1 /8" DIA. ORIFICE CUT IN 12 GA. PLATE & WELDED TO ALUM. CMP CROSS. -N TYPE 2-54" CATCH BASIN HOLLOW CORE VAULT LID. SEE STRUCTURAL CD CONTROL STRUCTURE N. T.S. 46" MANHOLE LID MANHOLE STEPS 24" MANHOLE RISER W/ RING AND COVER PER C.O.R STD. DET. 616 PLANS. ~:\=-=:-i=-::t?/:::::=-:f:,.f/:::=:--=---:::r+-=-=-=--=-=--=-=1 • Ml N. ACCESS ROAD GRADE EL 426.9± • ',q, . • -.• . . '~ . •' • • . , . :q, . CD VAULT ACCESS N.T.S. VAULT OUTLET IE 419.50 A.B. z -:::,: --~:;*::::--H-6" MAX. ALUM. RESTRICTOR PLATE WITH ROUND CLEAN 1 2 DIA. A.8. ORIFICE CUT IN 12 GA. PLATE & WELDED TD ELBOW. ELBOW RESTRICTOR DETAIL NEENAH DRAINAGE GRATE__/ R-4380 OR R-4385, D&L C-1012, OR APPROVED EQUIVALENT W/ LOCKING LID 12" MINIMUM R.C.P. CLASS Ill FINISHED GRADE VAULT LID CD VENTILATION OPENING N. T.S. Ol I',. I',. r-,.. I',. I',. I',. r-,.. [!) 000000000 " ~ n L!) N No m co ll10 ..-OOONO..-Oo 0-mcol'-<0'<!--"--- • 0 -I • ... .. -.. " Cl) .. -.. ,0 :c -C (]) E 0) (]) ·= ~ (]) C (]) 0 C .0) 2 0) C ~ C w O ·-(]) C = ,-. C .> 0 0 u 0::: 0.... .c - .. -• .. ti.I • t: .. > 0 0 (II :, llO '\> 0 OJ 0 ... ,.. IO . Ill ,0 Cit ID OD Cit .. -_..<Clll..ca:1 ra;:.il~:;: m .!:: >< .. ....,, LL. 0 Cl •• ,...CD m+:8 C C .-""" C • :i! 0 O OI o = -... • .c () > Ill a. II) a. C 0 ..... "' ..... > u, ·-"'O I ' .C·-::, :, cnf :, "' .c<C "C C «1 en Cit • 0 9 z ... 0 -~ Ii! 2 'II' (II a. E 0 u I-w w :c Cf) ....J -< I-w C I- ....J ::> < > .r. .. ~ " ~ ~ ..c .. -.. all all C .. .C C O 0 ... () C4.4 OL----------:-----,.--.,,----,----,.-------:----:--------------------------------------------------------------------------------------------------'----------' R:\Projects\247 (Viking Bank)\001-09 (Sandhu)\As-builts\sheels\SD-vt01-ob.dwg -Scale: 10 , • ' ' I • • ·- l • • R-6-SO SCALE: 1 '"=50' , , NWl/4 SEC33 T23N ROSE, WM. PARCEL NOS. 6199600282 AND 6199600320 R-6-SO f·,~, -' , .. V ,_!./ .,c.' ; 2 ",-:1-;,--,,r·n ,' 1,, _, ,_ ,. NORTH LEGE':\/[! ·'=88"0 fi'5.9 J~ 473 97· (C'ALC'D.J o 25 50 , 1 oo; 1500 ---200---------------------_ C, '"--"'.-~ -,._,, .i -4 -1, (p . ' .. _J , ·. L4.T} ------------·----·------·--- FDUthJ MONU!dEU r AS U[SCP 18 ~D. ':[' I /2" .R.~Bt,F ii/ C J..P ~Jii: ' '"''c-J ':,~~';:, 0 ,_>s.:, ",c 1-3-,=/57c.,_,-," L,_) ,ij '-j ,_1/ '-''-'•) 5£[ S[E 7',0 E'E I "(' I?' iD . ,'l _Jr,~,.j~;\ . T -'. 1 C .. SPP~iCt. -;-_iJ.· T--."5: ··:-J '· HO:_;_! ' -7 20"' h(,;_;_ ( ., -3: .,.. c:,. T • ,--, s. •I ,-,.:;; :'P C)r,; P:'P[ -, '~ ,-! ."',L, T --iL: 32 " i--,,p T-I 3: T-·,i 4. T < CC ·' -'_), ! -· i c. T , - ,-'' T-l 5. T -I 9: T-20: ;3 ,, r:? 13" HO L,' Y ' ' 24. f"!R I ,-.. -, .. r··r,A/{ .!_1_, '~ ,,,.,,1 T-2:: 18" ~po~.k c •• I • R-6-SO /]JJ.16. (MEAS) 131 3.4:-!· (ESM) !373 .8.3 (PLAT) I I 30 ' ~ I .r::i h '-'~ .....;i ...; "l'. C:., c -l ~. 1- • C, Q:::) '"'. Q c-i 'LJ ~-- 1 .Q '~ U "'!'. I ..._:i •..::l ,~ "-I :_:; '-...._. ~ . " I s0 :::., a, c:: ,I cj <f') '·l" ...., ,_ ~ ~ I - '"° C: :-..i I CO ,. , L __ ·---- VICINITY MAP (NOT TO SCALE) -.-,---,.1-· .::,c_ b l;,, -·-·, -,._,-. -~ :) I _ (; 1tL,j \.1:,,.-,,_i: ,).'! __ :J-0.Z 299{1 '?' (C4LC DJ 300 00 (DEED ! -----~ -------- LOTS 2 THRU 13 SHALL HAVE ~ INDIVIDUAL ONSITE ROOFDRAIN c;: COLLECTION SYSTEMS CONNECTED TO ' 1 A DRAIN PIPE FOR DIRECT DISCHARG~ '! TO THE WETLAND BUFFER AREA FOR REC HARGING THE WETLANDS. c'.3 -.,_ ~- R-6-SO _..-.,~, r . '-J .' -- _ J _____ 299.92 (C..\LCD.) 300.00 ' (PLAT) . 0 ... I .., -- l AR EA SUMMARY: (A ) TOTAL SITE AREA LESS: WETLAND AREA BUFFER AREA SUB-TOTAL STORM DRAIN TRACTS ONSITE RECREATION - (B) SUB-TOTAL REDUCTIONS - NET BUILDABLE AREA (A-B) - ZONING: 273,120 S.F. (6.27 ACRES) 76,558 S.F. 84,818 S,F, 161,376 S.F. (1. 76 ACRES) (1.95 ACRES) (3. 71 ACRES) 21,422 S.F. (0.49 ACRES) 6,630 S,F. 189,428 S.F. 83,692 S.F. (0, 15 ACRES) ( 4.35 ACRES) (1.92 ACRES). R-6-SO (6DU/ACRE) MINIMUM DENSITY (85%) MAXIMUM DENSITY = 12 LOTS (6 DU/AC * 1.92 ACRES) 10 LOTS (0.85 * 12 LOTS) -56 LOTS (9 DU/AC * 6.27AC) OPEN SPACE TRANSFER CREDITS = 2 LOTS (3.72AC * 0.5 DU/AC) CODE ANALYSIS: (R-6-SO) MINIMUM LOT WIDTH ' MINIMUM STREET SETBACK MINIMUM INTERIOR YARD SETBACK BASE BUILDING HEIGHT MAXIMUM IMPERVIOUS SURFACE PERCENTAGE = 30 FT = 10 FT = 5 FT = 35 FT ROAD WIDTH (MINIMUM) ~-~~-22 Fl,,,,,o,,, U•'ic PM ,,'T EASEMENT WIDTH (BOTH SIDES) -10 FT [1'..',T[R ~,1,\-'E_ /J,\.',\11 LOT AREAS (LOTS 1-17) = 59,639 S.F. (1.37 ACRES) 3,508 S.F. (AVERAGE LOT AREA) IMPERVIOUS SURFACE AREAS; PAVEMENT AREA (ONSITE) = 10,653 S.F. PAVEMENT AREA (OFFSITE) -3,096 S.F. SIDEWALK AREA = 6,462 S.F. (70% OF LOT AREAS) -41,747 S.f. SUB-TOTAL NEW IMPERVIOUS -61,958 S.F. (1.42 ACRES) EXISTING IMPERVIOUS (REMOVAL) -9,204 S.F. (0.21 ACRES) TOTAL INCREASED IMPERVIOUS -52 754 S.F. 1.21 ACRES C, -c, \ \ , L[GAL D[SCRIPTION: PARCEL A: (PER STATUTORY WARRANTY NO. 9705221296, RECORDS ' ·CED RECORD[D UNDER RECORD F KING COUNTY, WASHINGTON.) LOT 5. BLOCK 2, NORTHWEST RN GARDEN TRACTS, DIVISION NO. 6, ACCORD/NG TO THE PLAT EREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, REC RDS OF KING COUNTY, WASHINGTON; EXCEPT THE WEST JOO FEET HEREOF; AND THAT PORTION OF THE SOUTH AST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33, TO 'NSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING BETWEEN THE EA TERLY AND WESTERLY LINES OF THE BONNEVILLE TRANSMISSION LI RIGHT-OF-WAY, AS DESCRIBED IN INSTRUMENT RECORDED UNO[ AUDITOR'S FILE NO. 3178820, AND LYING BCTW[EN THE NORTH L E OF LOT 4, AND THE SOUTH LINE OF LOT 7, IN BLOCK 2, NOR ·. WEST GARDEN TRACTS DIVIS/ON NO, 6, ACCORDING TO THE PLAT )}iEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, REC ~RDS OF KING COUNTY, WASHINGTON, EXTENDED EASTERL~ I PARCEL B: TRACT 7, BLOCK 2, NORTHW TERN GARDEN TRACTS, DIVISION NO. 6, ACCORD ING TO THE PLAT EREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, REC RDS OF KING COUNTY, WASHINGTON. BOTH SI TUATE IN THE CO UN NOTES: OF KING, STAT£ OF WASHINGTON. 1. MONUMENTS LAST VISITED 6-1 J-02. 2. REFERENCE BY £SM INC. SURVEY VOL U/ , 67, PAGE 287, BASIS OF BEARINGS: BEAR INGS SHOWN HEREON All[: BASED ON THE SOUTH LINE OF THE N. W. 1 / 4 OF SEC TIO N Jt TOWNSHIP 23 NORTH, RANG[ 5 EAST, W.M., BEING NORTH Bb 2'39" WEST, AS SHOWN ON THAT RECORD OF SURVEY FILED IN ,1 VOLUME: 67 OF SURVEYS AT PAG[ 287, UNDER RECORD NO. 8 9~9019020, RE:CORDS or KING COUNTY, R-6-SO WASHINGTON. • \ ; "11 VERTICAL DATUM: ~\'\ , \ \ \ I '1 ' ' I ' ! \/ ' NORTH AMERICAN VERTICAL DAcUM (1'1988 BENCHMARK: " • W.S.0.0.T. 1/QNUl,/ENT /0 #5124 KING COUNTY BRASS DISK SET IN T1,, SOUTHWEST CORNER or A SIGNAL POLE BASE Af TH[ NORTHWEST QUADRANT or 108TH AVE. S.£. & S F, 192ND ST. ELEV. = 456. /J U.S. FEET CONTOUR INTEF?VAL: 2.00 U.S. FEET WETlAND ON PARCEL A = :f 76,522 f, FT. WETLAND ON PARCEL 8 = ±36 SO. . COMBINED NIEA or PARCELS: 2/J,204± SO. FT. (6.27± ACRES) PRORATION NOTE: I ' -\ BLOCK 2 HAS BEEN PRORATED BASE ' ON MEASURED AND \1', \ CALCUlAT[D DIMENSIONS. ALTHOUGH ' HE DEED FOR PARCEL \c;; \ "A" CALLS OUT "EXCEPT THE WEST .'!)D FEET" or LOT 5, ·. ~ \ P.i{JRA'T[O 0/1,/ENSIONS or LOTS 5, 6 AND 7 WERE H£LD \ . \1~8/JtR TO KE[P TH[ WESTERLY IJ/ES or PNIC[LS "A" 10 ~Nl! "B 'c.:cONSIST[NT. I \~ ' '1J \~, .1:>-:0~ ',~ ·o.._. ,_,.... u?::l \~ q~~ \'~:, :: : ~ ' \ -\ "$_ \ ::::_, \ ;-r', \ SCHOOL DISTRICT: RENTON SCHOOL DISTRICT 40J ( 425) 204-2300 PROJECT OWNER: FIRE DISTRICT: DISTRICT 40 CASCADE VISTA ( 425) 255-0931 \ POLICE SERVICE: KING COUNTY SHERRIFF, PRECINCT #3 (206) 296-3883 • TELEPHONE, QWEST (253) 372-5368 ELECTRIC SERVICE: PUGET SOUND ENERGY (253) 395-6909 NATURAL GAS SERVICE: PUGET SOUND ENERGY (253) 395-6909 WATER SERVICE: I MR. KULWANT SANDHU 13989 SE 159TH PLACE RENTON, WA 98058 CIVIL ENGINEER: MARK W. STIEFEL, P.E. STIEFEL ENGINEERING 22312 113TH AVE. S,E. KENT, WASHINGTON 98031 SURVEYOR : ( 425) 269-7270 (253) 854-7472 SEWER SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 1 SOOS CREEK WATER & SE\\£R DISTRICT (253) 630-9900 l ' AT&T BROADBAND OWEN HILLE, P.L.S. (253) 852-4880 CABLE SERVICE: (253) 437-6886 CR.O,MER NORTHWEST, INC. 945 NORTH CENTRAL, SUITE 104 KENT, WASHINGTON 98032 WETLAND SCIENTIST: MS. DARCY MILLER (253) 859-0515 B-TWELVE ASSOCIATES. INC. 1103 W. MEEKER STREET, SUITE C i KENT, WA 98032 FOR PERMIT REVir:w ONL y (NOT FOR CONSTRUCTION) REVISIONS BY 0 z Ct'. w w z 0 z w _J w LL w 1- (/) z 0 (/) > 0 m :::::i (/) >- Ct'. <( z L _J w Ct'. 0.. :::::i I 0 z <( (/) w (/) w :::::i z w > <( I I-n N ~ n N N >- 1- Ct'. w 0.. 0 Ct'. 0.. :::::i I 0 z <( (/) 1-z <( 5 _J :::::i ::OS::: ~ L() (() N I ~ n 0 O'.) O'l 1-z w ::OS::: O'.) L() 0 I-O'.) w O'l Wz Ct'. 0 I-1- (/) 0 ::r::Z I-I -tj-(/) co<( ~5 w UJ z· -tj-0 -tj-1-o Z NW ~ Ct'. Date 10/7/013 Scale AS SHO~N Drown MWS Job 22802 Sheet 014 Sheets I ~ ~o7r ~~~1~3~ K.C. D.D.E.S. ----~---- I ' ·r ' NORTH LF,'GE,VD . SCALE: 1 "=50' i 1 _ -~·a~:0 _~H-J '5 9''F 473 .9?'' {CALC 'n .) 0 25 50 i 1 oo , 1500 200 .. ----------------- .\H)i/U,'d[.',JT AS D£SCRr8iD. <::,-.,. >/?" p ~q:!ip \\11 f"1P _,t., ·"-.:..c .. ,,, .' ~--, S 018898_/'37540"' !] SEE" ,--, '~ ,' ,._,«0 S /P[1./,,/ [DC:~ O[Lli'.'CAt1or., T-/· 30 ., P,'.1\/E T--3: 10 " SPR UC E 20" c:.._TrT()N\AiO OO S (2) •-5 : T-6: 24,-!-i'C,Ll/ T 7 , . . . :;o" HOU. Y 1. 5 T -"J: '/ ::J 7_.," ;:-:p r-a '. £6" i-iR R-6-SO ,':UJ .16 ' (MEAS'.) JJ J J .42 ' (ES'Jf) (D' _,-,., , Li, I} !-! J· T-/ 4. T-I 5: T-! 6.· T-1 ?· T-18: T-I 9: T -2C 1 : ~ -2;. T-22 : 1 s ,. r1.,-;; .36 " r,,p 3E " C[c,,1J 1 ><" ' ·-· 18" I -,.-,' -'U ;:<)!:CP[/::-/v/J ,\•:.,'o\,I[/./"; --~-- Vi'/ 1/-"i L_ 6-,'.3 02 t---------~ -- ---.. ~L_-·~~--~--. --· ... ---~-- 299 77' (CA LC'D) :JOO .oo· (DEii'D &: F'L-J.'P )-. -- . a I (0 a 0:, c::i ! c; \c:) ~- ' - " -- LOTS 2 THRU 13 SHALL HAVE ·-IND IVIDUAL ONSITE ROOFDRAIN ., COLLECTION SYSTEMS CONNECTED Tb: A DRAIN PIPE FOR DIRECT DISCHARG~ TO THE WETLAND BUFFER AREA FOR:, RECHARGING THE WETLANDS. --· ~~- R-6-SO AREA SUMMARY: (A) TOTAL SITE AREA LE SS: WETLAND AREA BUFFER AREA SUB-TOTAL STORM DRAIN TRACTS = (8) ON SITE RECREATION SUB-TOTAL REDUCTIONS - ' Nw 114 SEC 33 T 23 N R os E, WM. PARCEL NOS. 6199600282 AND 6199600320 , I 273,120 S.F. (6.27 ACRES) 76,558 S.F. 84,818 S.F, 161,376 S.F. (1. 76 ACRES) (1,95 ACRES) (3. 71 ACRES) 21,422 S.F. (0.49 ACRES) 6.630 S.F. 189,428 S.F. (0.15 ACRES) ( 4 . 35 ACRES) CODE ANALYSIS: (R-6-SO) MINIMUM LOT WIDTH -30 FT MINIMUM STREET SETBACK = 10 FT MINIMUM INTERIOR YARD SETBACK = 5 FT BASE BUILDING HEIGHT = 35 FT I R-6-SO MAXIMUM IMPERVIOUS 1J T1L JT Y P'1i!',T LE'C;Ef".J D SURFACE PERCENTAGE (PER LOT) = 70% C--l5 L11\•;:: p::.·;.,;T ROAD WIDTH (MINIMUM) ·---22 F)i,,P eo:,, ,:11 , '""" EASEMENT WIDTH (BOTH SIDES) = 10 FT \'\':Jff/,' .'J\'[ .P Ji.tv: LOT AREAS (LOTS 1-17) -59,639 S.F. (1.37 ACRES) 7 __.:, . NET BUILDABLE AREA (A-B) ZONING: 83,692 S.F. (1. 92 ACRES) 3.508 S.F. (AVERAGE LOT AREA) -~ . . . VICINITY MAP (NOT TO SCALE) , •. '-<. ' • ~ 0 :z: R-6 -SO (6DU/ACRE) MINIMUM DENSITY (85%) MAXIMUM DENSITY = 12 LOTS (6 DU/AC • 1.92 ACRES) -10 LOTS (0.85 • 12 LOTS) -56 LOTS (9 DU/AC • 6.27AC) OPEN SPACE TRANSFER CREDITS -2 LOTS (3.72AC • 0.5 DU/A C) IMPERVIOUS SURFACE AREAS: PAVEMENT AREA (ONSITE) -10.653 S.F. PAVEMENT AREA (OFFSITE) = 3,096 S.F. SIDEWALK AREA -6,462 S.F. (70% OF LOT AREAS) -41,747 S.F . SUB-TOTAL NEW IMPERVIOUS -61.958 S.F. (1.42 ACRES) EXISTING IMPERVIOUS (REMOVAL) = ~.204 S.F. (0.21 ACRES) TOTAL INCREASED IMPERVIOUS = 52 754 S.F. 1.21 ACRES NEW 8" WATER MAIN L[GAL D[SCRIPTION: PARCEL A.' l I (P[R STATUTORY WARRANTY 0£[0 RECORDED UNDER RECORD NO. 9705221296, RECORDS Cf KING COUNTY, WASHINGTON.) LOT 5, BLOCK 2, NORTHWEST~N GARDEN TRACTS, DIVISION NO . 6, ACCORDING TO THE PLAT Tl~EREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON: EXCEPT THE WEST JOO FEET THEREOF; AND I THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION JJ, TOl'(NSHIP 23 NORTH, RANGE 5 EAST, W.M.. LYING BETWEEN THE EA TERL Y AND WESTERLY LINES OF THE BONNEVILLE TRANSMISSION LI RIGHT-OF-WAY, AS DESCRIBED IN IN STRUMENT RECORDED UNO£ AUDITOR'S FILE NO. J 178820, AND LYING BETWEEN THE NORTH LI E OF LOT 4, AND THE SOUTH LIN£ OF LOT 7, IN BLOCK 2, NORTHWEST GARDEN TRACTS DIVISIQ~/ NO. 6, ACCORDING TO TH£ PLAT THEREOF R[COR0£D IN VOLUME 46 OF PLATS, PAC£($) 100, RECORDS OF KING COUNTY, WASHIM~TON, EXTENDED EASTERLY. PARCEL 8: TRACT 7. BLOCK 2. NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT THE REOF RECORDED IN VOLUME 46 or PLATS, PAG[{S) 100, R[CORDS OF KING COUNTY, WASHINGTON. \ BOTH SITUAT[ IN TH[ COUNTY OF KING, STATE OF WASHINGTON. NOTES: 1. MONUMENTS LAST VISITED 06-13-02 . 2 . R[FER[NCE SURVEY VOLUM£'67, BY ESM INC. BASIS OF BEARINGS: PAC[ 287. BEARINGS SHOWN HEREON AR[ BAS[D ON THE SOUTH UN£ OF THE N.W. 1/4 OF $[CT/ON 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M .. BEING NORTH 88'02 'J9" WEST, AS SHOWN ON TH AT RECORD OF SURVEY FILED IN VOLUME 67 OF SURVEYS AT PAGE 287, UNDER R[CORD NO. 8909019020, RECORDS OF KING COUNTY. WASHINGTON. R-6-SO VERTICAL DA TUM: " ' ' ' !: I ~' \ \ ' ' \ \ \ i \ : \ NORTH M1£RICAN VERTICAL DATUM OR 1988 8£NCHMARK: W.S .D.O.T. MONUMENT ID #5124 l KING COUNTY BRASS DISK S£T IN TH£ SOUTHWEST CORN£R OF A SIGN-IL POL£ BAS£ AT TH£ N0RTHW£ST OUADRANT OF 108TH AV£. S.£. Jc S.£. 192ND ST. £L£V. = 456.13 U.S. F££T CONTOUR 11/TEl?VAL: 2.00 U.S. F££T WITUWD ON PARCEL A = ± 76,522 SO. FT. WITUWD ON PARCEL B = ±36 SQ . .fT. COMBINED ARfA OF PARC£LS: 273,204± SO . FT. (6.27± ACRES) PRORATION NOT£: I \ \ BLOCK 2 HAS BEEN PRORATED BASED ON MEASURED AND \ CALCUIATED D1M£NSIDNS. ALTHOUGH fHE D££D FOR PARC£L \9, \ "A" CALLS OUT "EXC£PT TH£ WEST lo F££T" OF LOT 5, ' \ PfiQRAfEO DIMENSIONS or LOTS 5, AND 7 WERE H£LD \~· \1ii!i(J11IJC/l TO KEEP THE WESTERLY L £5 OF PARC£LS "A" \"/e, ~II/Jc '1i~ONSIST£/IT. ', ;::_ ' ,,.., "1cn ;, \R ,(l:l ',[Tl '.C, -D -z ~"C' C) , '):) rl~~I ,~ --1 z -<~ ~QO 'A T., -.J_ ~-. -z_ \.,- ~ ;~:u 'Z: n rr, :-··, ,F, -CONNECT TO EXl f TING 8" ,,--WATER MAIN I ------- NEW SANITARY SEWER 'MAI.N..:.. ./ I NEW SEWER MANHOLE (TYP) CONNECT TO EXISTING SEWER MAIN THROUGH NEW EASEMENT SCHOOL DISTRICT: RENTON SCHOOL DISTRICT 403 (425) 204-2300 I PROJECT OWNER: z <( _J (l_ >--f-- _J f-- ::) 0 z <( w (.'.) <( z <( Ct:'. 0 _J <( ::) f-- (l_ w u z 0 u ' FIRE DISTRICT: DISTRICT 40 CASCADE VISTA (425) 255-0931 MR. KULWANT SANDHU 13989 SE 159TH PLACE RENTON, WA 98058 ( 425) 269-7270 PoucE SERVICE: KING couNTY SHERRIFF. PREC1N~r #3 (206) 296-3883 I TELEPHONE: QWEST (253) 372-5368 ELECTRIC SERVICE: PUGET SOUND ENERGY (253) 395-6909 NATURAL GAS SERVICE: PUGET SOUND ENERGY (253) 395-6909 WATER SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 SEWER SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 CABLE SERVI CE: AT&T BROADBAND (253) 437-6886 \ CIVIL ENGINEER: MARK W. STIEFEL, P.E. STIEFEL ENGINEERING 22312 113TH AVE. S.E. KENT, WASHINGTON 98031 SURVEYOR : (253) 854-7472 OWEN HILLE, P.L.S. (253) 852-4880 CRAMER NORTHWEST, INC. 945 NORTH CENTRAL, SUITE 104 KENT, WASHINGTON 98032 WETLAND SCIENTIST: MS. DARCY MILLER (253) 859-0515 FOR PER MIT 8-TWELVE ASSOCIATES, INC. 1103 W. MEEKER STREET, SUITE C KENT, WA 98032 I REVIEW ONLY (NOT FOR CONSTRUCTION) REVISIONS BY (.'.) z cr: w w z C) z w _J w LI.. w f-- lJ) z 0 IJ) > 0 m ::) IJ) >-- 0:: <( z 2 _J w cr: CL ::) I 0 z <( IJ) . w IJ) w ::) z w > <( I f--n N ,--n N N r f- er: w (l_ 0 er: (l_ ::) I 0 z <( IJ) f--z <( 5 _J ::) ~ ,-- LO lO N I ,--n 0 co a,. • 1--z w ~ LO r--... L() I '<T L() CX) I y--..., n LO N ,____, • • X <( LI.. N r--... '<T r--... I '<T L() CX) I •• _J w f-- CX) LO 0 f--CX) w 0, Wz er: 0 f--f-- (.f) (.'.) IZ f--I s:t IJ) CX) <( ,--5 w Ul z· '<T 0 s:t f--o Z NW ,--er: Dale 10/7/0 : Scale AS SHOWN Drawn MWS Job 22802 Of ,4.. Sh eets ' . , ' ,- ' -. ' -::-r,A · • ' -" -tJ_,;...:{, ' . ' • • NORTH LEC; E'Il!D: I . SCALE: 1 "=50' · ; rD !.)/}0 !v!G.",'U .ld[P,'T AS tJ£SCR!5ED. sec TRE:£ :__t.GEJ.iO T'R '"e' LEr,E,, ,, I'_,_,_, _ 1 (J _,j'\/L).' T -1 · T-7: T -.3: 1 s· .. SP/:'UC[ 1 -~-20'' _:,.LDD? P/Pf::" T-12 : T __ / 3· T-! 4· T 1 cc;. ' -'-'· T-? 6.· T -i /- 32·· F""/P IR " . "' I _ h\_,.ll ·.1 i cy:-, ' - -a I c a ~ I "'. e: c-; LC ~-- e-. ' ,~ 1-Q~ l,-<:;; I -:1 -.J ~-:: 2L I '-.> '-" ~ ' C CC D I cr, . C I C') <:) ~ -,_ I I ;_,., I o; ! T--/: 20 ., .HOi..L Y T-l8: :;5" F,P ----------"'1--1- T ..... ;;. . . 24 ,. HOi...LY 1-'.· J -c.· 7 ..... :7_ 26" FiR R-6-SO 13/.J.16 (ME.-18) 1313. 42. (ESM) 1.313.83' (P[..A":) T--I 9 . T--20: T 21, T-22. 20 . CCOAAi 18" $PRU~£ I I JO' HEIGHT OF EYE • 433+3,5•438.~ :rn--""1r-~v I HEIGHT OF 08..ECT -,4 + - VICINITY MAP (NOT TO SCALE) ' "· [ -, •. ' I NW 1/4 SEC 33 T 23 N R 05 E, WM. ·. I PARCEL NOS. 6199600282 AND 6199600320 R .. 6-SO ~00 ------------------, ... -----·--------·-- rJur,1D ,::ouc PFTE MCt-ii :,\fC((I S.[ 180'.,_, S'". ,t~[LDi ~·,1 S(i[D c,,r._, '.:':-1 3-02 ~ 0 :z; LOT S 2 THRU 13 SHALL HAVE INDIVIDUAL ONSITE ROOFDRAIN ,, COLLECTION SYSTEMS CONNECTED TO -A DRAIN PIPE FOR DIRECT DISCHARGE TO THE WETLAND BUFFER AREA FOR RECHARGING THE WETLANDS. ,, .__ '::- L..._ "-> R-6-SO . \ AREA SUMMARY: (A) TOTAL SITE AREA LESS: WETLAND AREA BUFFER AREA SUB-TOTAL STORM DRAIN TRACTS 'T ::;' = ON SITE RECREATION = (B) SUB-TOTAL REDUCTIONS - NET BUILDABLE AREA (A-B) ZONING : 273,120 S.F. (6.27 ACRES) 76,558 S.F. 84,818 S.F. 161,376 S.F. (1.76 ACRES) (1.95 ACRES) (3. 71 ACRES) 21,422 S.F. (0.49 ACRES) 6,630 S,F. 189,428 S.F. 83,692 S.F. ( o. 1 5 ACRES) ( 4.35 ACRES) (1.92 ACRES) R-6-SO (6DU/ACRE) MINIMUM DENSITY (85%} MAXIMUM DENSITY = 12 LOTS (6 DU/AC• 1,92 ACRES) 10 LOTS (0.85 * 12 LOTS) -56 LOTS (9 DU/AC • 6.27AC) OPEN SPACE TRANSFER CREDITS = 2 LOTS (3.72AC * 0.5 DU/AC) CODE ANALYSIS: (R-6-SO) MINIMUM LOT WIDTH MINIMUM STREET SETBACK MINIMUM INTERIOR YARD SETBACK BASE BUILDING HEIGHT = 30 FT = 10 FT = 5 FT -35 FT MAXIMUM IMPERVIOUS UTI.l.ITY SURF ACE PERCENTAGE (PER LOT) = R-6-SO ROAD WIDTH (MINIMUM) EASEMENT WIDTH (BOTH SIDES) =F 22 FT,-; [O;-ir,,•,,;.-, •,•.,C C·J,·f ,'7 '-L '.<'-' ~, ,~ ,o,\' -10 FT --- LOT AREAS (LOTS 1-17) = 59,639 S.F. (1.37 ACRES) 3,508 S.F. (AVERAGE LOT AREA) IMPERVIOUS SURFACE AREAS: PAVEMENT AREA (ONSITE) -10,653 S.F. PAVS:MENT AREA (OFFSITE) = 3,096 S.F. SIDEWALK AREA = 6,462 S.F. (70% OF LOT AREA S) = 41,747 S.F. SUB-TOTAL NEW IMPERVIOUS 61,958 S.F. (1.42 ACRES) EXISTING IMPERVIOUS (REMOVAL) -9,204 S.F. (0.21 ACRES) TOTAL INCREASED IMPERVIOUS = 52 754 S.F. 1.21 ACRES :s c. :;;·, R-6-SO \ \ LEGAL DESCRIPTION: PARCEL A: (PER STATUTORY WARRANTY D £0 R[CORD[D UNDER RECORD NO . 9705221296, RE:COROS O KING COl,JNTY, WASHINGTON.) LOT 5. BLOCK 2. NORTHWESTERN GARDEN TRACTS. DIVISION NO. 6. ACCORDING TO THE: PLAT T~ERE:OF R[COROE:D IN VOLVME 46 OF PLATS, PAGE:(S) 100. RECORDS OF KING COUNTY, WASHINGTON; EXCE:PT THE: WEST 300 FE:ET THEREOF; AND THAT PORTION OF THE SOUTHEf:ST QUARTER OF TH[ NORTHWE:ST QUARTER QF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M.. LYING BETWEEN THE £AS.T£RL Y AND WESTERLY LINES OF TH[ BONNEVILLE TRANSMISSION UN6 RIGHT-OF -WAY, AS O[SCRIBEO IN INSTRUMENT RECORDED UND£R,AUD ITOR'S FIL£ NO. 3178820. ANO LYING BETWEEN THE NORTH UN[ OF LOT 4. ANO THE SOUTH UN£ OF LOT 7. IN BLOCK 2 , NOR THWEST GARDEN TRACTS DIVISION NO. 6. ACCORDING TO TH£ PLAT T~£R£0F RECORDED IN VOLUME 46 OF PLATS, PAGE:(S) 100. RECORDS OF KING COUNTY, W,\SHINGTON, EXTENDED EASTERLY. PARCEL 8: TRACT 7. BLOCK 2. NORTHWESTERN GARDEN TRACTS. DIVISION NO. 6. ACCORDING TO TH[ PLAT T~£R£0F RECORDED IN VOLUME 46 OF PLATS, PAG[(S) 100, RECORDS OF KING COUNTY, WASHINGTON. ' BOTH SITUATE IN TH[ COUNTY OF KING. STATE OF WASHINGTQN. NOTES: 1. MONUMENTS LAST VISITED 06-13-02. '-- 2. RE:FERENC[ SURVEY VOLUME 67, BY ESM INC. BASIS OF BEARINGS: PAGE 287. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE N.W. 1/4 OF SECTION JJ, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M •• BEING NORTH 88'02'39" WEST, AS SHOWN ON THAT RECORD OF SURVfY FILED IN VOLUME 67 OF SURVEYS AT PAGE 287. UNDER RECORD NO. 8909019020. RECORDS or KING COUNTY. WASHINGTON. 11:RTICAL DATUM: NORTH AMERICAN VERTICAL DATUM O/W 9B8 BENCHMARK: W.S.D.O.T. MONUMENT ID #5124 KING COUN1Y BRASS DISK SET IN TH[ SOUTHWEST CORNER OF A SIGNAL POLE BASE AT THt: NORTHV/fST QUADRANT OF 108TH AV(. 5.£. de S.[, 192ND ST. ELEV. = 456.13 U.S. FEET OONTOUR INTERVAL: 2.00 U.S. FEET WEIWID ON PARCEL A = ± 76,522 1o. fT. W£TWID ON PARCEL 8 = ±16 SO. £T. COMBINED AREA OF PARCELS: l 273.204:I SO. FT. (6.27± ACRES) I SCHOOL DISTRICT: RENTON SCHOOL DISTRICT 403 (425) 204-2300 PROJECT OWNER: • FIRE DISTRICT: DISTRICT 40 CASCADE VISTA (425) 255-0931 \ POLICE SERVICE: KING COUNTY SHERRIFf'. PRECINCT #3 (206) 296-3883 TELEPHONE: QWEST (253) 372-5361! ELECTRIC SERVICE: PUGET SOUND ENERGY (253) 395-6909 NATURAL GAS SERVICE: PUGET SOUND ENERGY (253) 395-6909 WATI:R SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 MR. KULWANT SANDHU 13989 SE 159TH PLACE RENTON. WA 98058 CIVIL ENGINEER: MARK W. STIEFEL, P.E. STIEFEL ENGINEERING 22312 113TH AVE. S.E. KENT, WASHINGTON 98031 SURVEYOR : ( 425) 269-7270 (253) 854-7472 SEWER SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 DIVEN HILLE. P.L.S. (253) 852-4880 CABLE SERVICE: AT&T BROADBAND (253) 437-6886 CRAMER NORTHWEST, INC. 945 NORTH CENTRAL. SUITE 104 KENT, WASHINGTON 98032 WETLAND SCIENTIST: MS. DARCY MILLER (253) 859-0515 B-TWELVE ASSOCIATES. INC. 1103 W. MEEKER STREET, SUITE C KENT, WA 98032 FOR PERMIT REV IEW ONLY (NOT FOR CONSTRUCTION) REVISIONS ' l.J...j ' (/) ~ l.J...j L() (.') :=J lO Z z N w I > ,-- <( n 0 I CO 1--(j) O::'. w w z (.') z w _J n <C := s W N LL ~ w n 1--N (I) N z 0 (/) • 1--z w "'-<'.'. BY L() r'-- L() I s:j- L() co I ....--, n L() N .__.. . . X <( LL • • _J w 1-- CX) L() > >- 0 1-- m o:: :=J w (/) o._ 0 >-O::'. O::'. o._ d~ <( :::) Z I LO _J z w <( O::'. (/) o._ Wz 80 (/) 1-- (.') z ~s Dote 10 /7 /03 Scale AS SHOfN Drown MWS Job 22802 Sheet C.1...:SjD Of 4-Shee )s - I I -· "i i I \ ' ~: • NW 1/4 SEC 33 T 23 N R 05 E, WM. • I PARCEL NOS. 6199600282 AND 6199600320 R-6-SO R-6-SO ' \ ' SCALE: 1 "=50' I .. NORTH LEC;F:J\/D _ :!_8 B"_l:6'59 }; 4?3 97· (CALC.D.) Q 25 5Q I 1 QQ , 15QQ ~00 -----. --------------___ _ -----.:2p --. ,1 ,I '=· ..,,-.:·~-~,.~' Zl rcu,\,C, FEBt.,P OF t,5 DESCP ,'BEO . I !T'I 1'·1· P OL' .r: ~·' ,. ' \ - •11 1:T, ,-\,\;re nr., ,'r...w ;:<,r:,-;t,: ' ... ·--··'"' ,~ -,-,_. V TR "'rc / Er-rc ",1D · ,L'.;L, _1 _, J.L,.:" . T-J : 20" CC,'TJ."·ll'l'C:OOS' (2 ,: 2D " 4L D:P 24 " HO U/ ,._-:. 2() _, /-!()L_;_ '( 2•/" HC·!.L :' T -?: 1' ; 1: 26" FiR R-6-SO 1313.16 ' (MgAS.) 131'1. 4 2' (ESM) : s1,33· ,'·-,4·•-, ' _,' ~-', ,-..,__ . ,' _.' FLAG T-12: 7--/J. 7-14 : T-15: T-17· T--18· T-19. ·r--20: 32·· F"",'F .., "" ,---,-. /4 r ,r ! 8 " ')P"eL'CE I ;:;2 ~: :;:~~t[ JO' ' J-· c:i~ . ,,.... t...) "'t __, __, I SC:: Q. l.) '---·- I :"::i~ u~ I ~ -::; <c( 4. I c__. '--- ~ ; 0:, l:') ~ -i ...:.. . I ~ I -------·----"JL :- a:.:i ! " I " - -I w..1 I L ------• j ---. • EW EVERGREEN TREF. e NEW DECIDUO US TREE R-6-SO 2~9_!_ !__CJLC'D) :io o __ oo {PLAT) -------- I a '" f----r/J - /:\ -..;5~ SITE · AREA SUMMARY: (A) TOTAL SITE AREA LE SS: WETLAND AREA BUFFER AREA SUB-TOTAL STORM DRAIN TRACTS 273,120 S.F. (6.27 ACRES) 76,558 S.F. 84,818 S.F. 161,376 S.F. (1. 76 ACRES) (1,95 ACRES) (3. 71 ACRES) R-6:-SO ,, 784fh' S/ 'I '-i-' ·· ""5 "' .',.;..,•,,n QB!. L .J ,. -'+.C: u-· ih,'-1,.; (,!.' CO DE ANALYSIS: (R-6-S MINIMUM LOT WIDTH = 30 FT MINIMUM STR~ET SETBACK = 10 FT MINIMUM INTERIOR YARD S TBACK -5 FT BASE BUILDING HEIGHT • -35 FT MAXIMUM IMPERVIOUS L'TILJT Y 14A!J'J T LEG Ei!D SURF ACE PERCENT AGE (P R LOT J = 70% G4S !)NE PA !NT = ~@ ~f~LfPHONf LI.I -/~ P~1tJT ROAD WIDTH (MINIMUM) ·-- EASEMENT WIDTH (BOTH S DES) -- \ i ~ (B) ON SITE RECREATION SUB-TOTAL REDUCTIONS - NET BUILDABLE AREA (A-B) - 21,422 S.F. 6,630 S,F. 189,428 S.F. (0.49 ACRES) (0, 15 ACRES) ( 4.35 ACRES) 83,692 S.F. (1.92 ACRES) LOT AREAS (LOTS 1-17) IMPERVIOUS SURFACE AREAS: PAVEMENT AREA (ONSITE) PAVEMENT AREA (OFFSITE) SIDEWALK AREA = I 9,6;;[ 9 SL;,' ~~'.';7 ACRES) f ,508 S.F. (AVERAGE LOT AREA) = 10,653 S.F. -~(~)~-:~ 0 I VICINITY MAP (NOT TO SCALE) ZONING : R-6-SO (6DU/ACRE) MINIMUM DENSITY (85%) MA XIMUM DENSITY = 12 LOTS (6 DU/AC* 1.92 ACRES) -10 LOTS (D.85 * 12 LOTS) -56 LOTS (9 DU/AC • 6.27AC) OPEN SPACE TRANSFER CREDITS = 2 LOTS (3.72AC * 0.5 DU/AC) (7 0% OF LOT AREA S) SUB-TOTAL NEW IMPERVIOUS EXISTING IMPERVIOUS (REMOVAL) TOTAL INCREASED IMPERVIOUS = 3,096 S.F. = 6,462 S.F. = 41.747 S,F, -61,958 S.F. (1.42 ACRES) -9,2D4 S.F. (0.21 ACRES) = 52 754 S.F. 1.21 ACRES \ ---------.:.. \ \ \ I LEGAL DESCRI PT/ON: PARCEL A: (PER STATUTORY WARRANTY DEED RECORDED UNDER RECORD NO . 9705221296, RECORDS 01 KING COUNTY, WASHINGTON.) LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECOf'DS OF KING COUNTY, WASHIN GTO N; EXCEPT THE WEST 300 FEET THEREOF; AND I I THAT PORTION OF THE SOUTH[:AST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING BETWEEN THE EASTERLY AND WESTERLY LINES OF THE BONNEVILLE TRANSMISSION LINE RIGHT-OF-WAY, AS DESCRIBED IN INSTRUMENT RECORDED UNDER , AUDITOR'S FILE NO. 3178820. AND LYING BETWEEN TfjE NORTH LINE OF LOT 4, AND THE SOUTH LINE OF LOT 7, IN BLOCK 2, NORTliWEST GARDEN TRACTS DIVISION NO. 6, ACCORDIN(j TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON, EXTENDED EASTERLY. PARCEL 8: TRACT 7, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO TH[ PLAT Th/EREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, REi::c!Ros OF KING COUNTY, WASHINGTON. BOTH SITUAT[ IN THE COUNTY OF KING, STATE OF WASHINGT ON. NOTES : 1. MONUMENTS LAST VISITED 06-13-02. 2. REFERENCE SURVEY VOLUME ,67, BY ESM INC. BA SIS OF BEARINGS: PAGE 287, BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE N.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M., BEING NORTH 88'02'39" WEST, AS SHOWN ON THAT RECORD OF SURVEY FILED IN VOLUME 67 OF SURVEYS AT PAGE 287, UNDER RECORD NO. 8909019020, RECORDS OF KING COUNTY. WASHINGTON. R-6-SO VER TICAL DATUM: ·-'· ·u .' .. .:., ..... , -' \ ' \ ' \ 1 \ ! i \ I \' \ \ ' NORTH .MIER/CAN VERTICAL DATUM DF 1988 BENCHMARK: W.S.D.O.T. MONUMENT ID #5124 1 KING COUN1Y BRASS OISK SET IN TH.t SOUTHWEST CORNER DF A SIGN<ll POLE BASE AT THE NORTHWEST QUNJRANT DF 108TH AVE. S.E. & 5.£. 192ND ST. ELEV = 456.13 U.S. FEET l CONTOUR INTERVAL: 2.00 U.S. FEET WETLAND ON PARCEL A = ±16,522 SO. Fr. WETLAND ON PARCEL B = ±36 SO. fCT. COMBINED AREA OF PARCELS: 213,204± SO. fT. (6.27± ACRES) PRORATION NOTE: \Si \ BLOCK 2 HAS BEEN PRORATED BASE , ON MEASURED AND ·~ \ CALCULATED DIMENSIONS. ALTHOUGH IHE OEEO FOR PARCEL \c \ ·~-CALLS OUT "EXCEPT THE WEST JOO FEET" OF LOT 5, \ \ PB{)RAfl:D DIMENSIONS OF LOTS 5, 6 AND 7 WERE HELD \':: ··~lf'.,(J /?Qt;8 TO KEEP THE WESTERLY LINES or PARCELS "A. \i.°:. /lflc "ii ""CONSISTENT. ; . ' cz ~"'o -o ~:3 ~~~1 ;_ ______ -1--------------------, 'i, _; STREET TREE PLA~TING PLAN ~'. '}; ONE TREE FOR .i~:VERY 40 FEET OF RIGHT-OF-WAY c\ ~-LOCATE TREES WITHIN 20 FEET OF RIGHT-01'-WAV ~ ~,.;MAINTAlN SIGHT DISTANCE TRIANGLE WITH TREE LOCATIONS c · * ,-REES AND SHilUBS SHALL CONFORM TO "AMERICAN . NURSERY STO<jK MANUAL" STANDARDS ' * DECIDUDOUS TREES MINIMUM CALIPER 1.75" AND 10' HEIGHT * CONIFEROUS TREES MINIMUM CALIPER 1.5" AND 5' HEIGHT I -~···-··---I---,~-TREE PRESERVAT\ON PLAN * MAINTAIN A~~~?ES WITHIN WETLAND AND BUFFER AREA ' ' ' -uNL1cSS-O'fH SE SHOWN.ON PLANS * REMOVE OR P ~NE ALL TREES DETERMINED TO REPRESENT A HAZARD * PRESERVE TREES INDICATED TO BE SAVED SCHOOL DISTRICT: RENTON SCHOOL DISTRICT 40) (425) 204-2300 PROJECT OWNER: ( 425) 269-7270 ' FIRE DISTRICT: DISTRICT 40 CASCADE VISTA (425) 255-0931 POLICE SERVICE: KING COUNTY SHERRIFF, PRECINCl #3 (206) 296-3883 TELEPHONE: QWEST (253) 372-5368 ELECTRIC SERVICE: PUGET SOUND ENERGY (253) 395-6909 NATURAL GAS SERVICE: PUGET SOUND ENERGY (253) 395-6909 WATER SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 SEWER SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 CABLE SER\ICE: AT&T BROADBAND (253) 437-6886 MR. KULWANT SANDHU 13989 SE 159TH PLACE RENTON, WA 98058 CIVIL ENGINEER: MARK W. STIEFEL, P.E. STIEFEL ENGINEERING 22312 113TH AVE. S.E. KENT, WASHINGTON 98031 SURVEYOR : (253) 854-7472 OWEN HILLE, P.L.S. (253) 852-4880 CRAMER NORTHWEST, INC. 945 NORTH CENTRAL, SUITE 104 KENT, WASHINGTON 98032 WETLAND SCIENTIST: MS. DARCY MILLER (253) 859-0515 8-TWELVE ASSOCIATES, INC. 1103 W. MEEKER STREET, SUITE C KENT, WA 98032 FOR PER MIT REVIEW ONLY (NOT FOR CONSTRUCTION) REVISIONS -w Ct:'. w w z (.'.) z w _J (/) W N LL ,- W l'0 I-N VJ N z 0 (/) > >- 1- Ct:'. w 0... 0 Ct:'. 0... 0 m ::i (/) >-er:: <( z 2 • 1-z w :::.::: BY I ft (_() IX) 11 ,r-. n LO N L.,, • • !X <( LL • • _J w I- Date 10/7 /03 Scale AS SHOWN Drawn MWS Job 2 2 802 Sheet C=-.1.,__ __ TPP Of .Lf-Sheets - "' 0 " "' z:. N 0 f;l V) ~ "' \g D '" -z s n. (.) "' 0 'O C 0 E C C V l'.) >, (D ·o <l) > 0 (/) -en 0 _; c-. D D N N D CONDITIONS OF APPF~OVAL THE PRELIMI/IARY PLAT OF THE SANDHU SUBDIVISION, AS REVISED AND RECEIVED DECEMBER 8, 2004, IS APPROVED SUBJECT TO THE FOLLOWING CONDITIONS OF FINAL PLAT APPROVAL: 1. COMPLIANCE WITH ALL PLATIING PROVISIONS OF TITLE 19A OF THE KING COUNTY CODE. 2. ALL PERSONS HAVING AN OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF l'HE FINAL PLAT A DEDICATION WHICH INCLUDES THE LANGUAGE SET FORTH IN KING COUNTY COUNCIL MOTION NO. 5952. 3. THE PLAT SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE R-6-SO ZONE CLASSIFICATION. ALL LOTS SHALL MEET THE MINIMUM DIMENSIONAL REQUIREMENTS OF THE R-6-SO ZONE CLASSIFICATION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY PLAT, WHICHEVER IS LARGER, EXCEPT THAT MINOR REVISIONS TO THE PLAT VIHICH DO NOT RESULT IN SUBSTANTIAL CHANGES MAY BE APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. 4. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE WITH THE klNG COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 111 B7, AS AMENDED (1993 KCRS). 5. THE APPLICANT SHALL OBTAIN DOCUMENTATION BY THE KING COUNTY FIRE PROTECTION ENGINEER CERTIFYING COMPLIANCE WITH THE FIRE FLOW STANDARDS OF CHAPTER 17.08 OF THE KING COUNTY CODE. 6. FINAL PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH THE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04. COMPLIANCE MAY RESULT IN REDUCING THE NUMBER AND/OR LOCATION OF LOTS AS SHOWN ON THE PRELIMINARY APPROVED PLAT. PRELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL WHICH REPRESENT PORTIONS OF THE DRAINAGE REQUIREMENTS. ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFACE WATER DESIGN MANUAL (SWDM) MUST ALSO BE SATISFIED DURING ENGINEERING AND FINAL REVIEW. A. DRAINAGE PLANS AND ANALYSIS SHALL COMPLY WITH THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL AND APPLICABLE UPDATES ADOPTED BY KING COUNTY. DOES APPROVAL OF THE Dl~INAGE AND ROADWAY PLANS IS REQUIRED PRIOR TO ANY CONSTRUCTION. B. CURRENT STANDARD PLAN NOTES AND ESC NOTES, AS ESTABLISHED BY DOES ENGINEERING REVIEW, SHALL BE SHOWN ON THE ENGINEERING PLANS. C. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT: ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS # ON FILE WITH DOES AND/OR THE KING COUNTY DEPARTMENT OF TRANSPORTAflON. THIS PLAN SHALL BE SUBMITfED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE." D. THE DRAINAGE EVALUATION FOR THIS PROJECT HAS IDENTIFIED A DOWNSTREAM CAPACITY PROBLEM ALONG A STREAM CORRIDOR WHICH CONTRIBUTES TO LOCALIZED FLOODING PROBLEMS APPROXIMATELY 500 FEET DOWNSTREAM FROM THE PLAT. TO MITIGATE POTENTIAL DRAINAGE PROBLEMS, STORM WATER FACILITIES SHALL BE DESIGNED USING THE MODIFIED LEVEL ONE CRITERIA AS SPECIFIED IN THE DRAINAGE MANUAL, WHICH DETAINS STORM WATER FOR THE 10-YEAR STORM AND LIMITS THE RELEASE OF PEAK FLOW RATES BASED UPON THE DOWNSTREAM CAPACITY. THE DESIGN CRITERIA FOR THE MODIFIED LEVEL ONE STANDARD IS SUMMARIZED IN THE DRAINAGE MANUAL ON PAGE 1-26 AND SHALL BE IMPLEMENTED DURING REVIEW OF THE FINAL ENGINEERING PLANS. E. DRAINAGE FACILITIES SHALL ALSO INCLUDE DESIGNS FOR WATER QUALITY TREATMENT USING STANDARDS FOR THE BASIC PROTECTION MENU AS OUTLINED IN THE DRAINAGE MANUAL. IF WET PONDS ARE UTILIZED FOR WATER QUALITY TREATMENT, THE POND CONFIGURATIONS MAY REQUIRE MODIFICATION TO A RECTANGULAR SHAPE TO ACHIEVE THE 3:1 FLOW PATH REQUIRED BY THE DRAINAGE MANUAL. TO ACCOMMODATE THE REQUIRED DETENTION STORAGE VOLUMES AND WATER QUALITY FACILITIES, THE SIZE OF THE PROPOSED DRAINAGE TRACTS MAY NEED TO INCREASE, ALL RUNOFF CONTROL FACILITIES SHALL BE LOCATED IN SEPARATE TRACTS AND BE DEDICATED TO KING COUNTY UNLESS PORTIONS OF THE DRAINAGE TRACT ARE USED FOR RECREATION SPACE IN ACCORDANCE WITH KCC 21 A.14.180. F. STORM WATEf< FACILITIES SHALL BE DESIGNED TO ADDRESS ANY PROPOSED ON-SITE BYPASS OF STORM WATER AS DESCRIBED ON PAGE 1-36 AND 3-52 IN THE DRAINAGE MANUAL. G. THE PROPOSED DRAINAGE FACILITY WITHIN TRACT B IS LOCATED IN THE BONNEVILLE TRANSMISSION LINE RIGHT-OF-WAY. PRIOR TO ENGINEERING PLAN APPROVAL, THE APPLICANT SHALL PROVIDE CORRESPONDENCE AND/OR PERMITS FROM BONNEVILLE INDICATING APPROVAL FOR LOCATING AND CONSTRUCTING THE DRAINAGE FACILITY. H. AS REQUIRED BY SPECIAL REQUIREMENT NO. 2 IN THE DRAINAGE MANUAL, THE 1 DO-YEAR FLOODPLAIN BOUNDARIES FOR THE ONSITE WETLANDS SHALL BE SHOWN ON THE FINAL ENGINEEl~ING PLANS AND RECORDED PLAT. I. THE FINAL DRAINAGE PLAN SHALL BE REVIEWED FOR COMPLIANCE WITH THE SETBACK REQUIREMENTS FROM SENSITIVE AREAS. AS SPECIFIED IN KCC 21A.24.200, STRUCTURES SHALL BE SET BACK A DISTANCE OF 15 FEET FROM THE EDGE OF SENSITIVE AREA BUFFERS. COMPLIANCE WITH THE SETBACI( DESIGN STANDARDS MAY REQUIRE MODIFICATIONS AND/OR RELOCATION OF THE PROPOSED DRAINAGE FACIL:T" '/IITHIN TRACTS A AND B. THE CURRENT CONCEPTUAL DRAINAGE PLAN SHOWS CONCRETE RETAINING WALLS \A/'T'.JIN THE SETBACK WHICH IS NOT ALLOWED BY COUNTY CODE. J. A PERMIT FROM THE WASHINGTON STATE FISHERIES DEPARTMENT MAY BE REQUIRED :·oR ROADWAY IMPROVEMENTS ALONG THE PROPERTY FRONTAGE WHICH MAY IMPACT WETLANDS AND/OR STREAMS .. ANY REQUIRED PERMITS SHALL BE SUBMITIED TO KING COUNTY PRIOR TO ENGINEERING PLAN APPROVAL. 7. THE PROPOSED SUBOIVISION SHALL COMPLY WITH THE 1993 KING COUNTY ROAD STPNDARDS (KCRS) INCLUDING THE FOLLOWING REQUIREMENTS: A. SE 184TH STREET SHALL BE IMPROVED AS AN URBAN NEIGHBORHOOD COLLECTOR ALONG THE PLAT FRONTAGE. THE IMPROVEMENTS SHALL INCLUDE CURB, GUTTER, AND SIDEWALK ALONG THE NORTH SIDE OF THE ROADWAY WITH THE CURB LOCATED AT 16 FEET FROM ROAD CENTERLINE. B. THE ONSITE CUL-DE-SAC SHALL BE IMPROVED AS AN URBAN MINOR ACCESS STREE,, C. DUE TO PREVIOUS GRADING WORK WITHIN THE SITE, THE APPLICANT SHALL DEMONSTRATE TO THE SATISFACTION OF KING COUNTY THAT THE PROPOSED ROADWAYS ARE CONSTRUCTED ON SUITABLE SOILS WITH SUBGRADE COMPACTION IN ACCORDANCE WITH COUNTY STANDARDS. LOT GRADING SHALL ALSO BE EVALUATED TO ASSURE THAT BUILDING SITES ARE PROPERLY PREPARED FOR FUTURE HOME CONSTRUCTION. D. THE PROPOSED ROAD IMPROVEMENTS SHALL ADDRESS THE REQUIREMENTS FOR ROAD SURFACING OUTLINED IN KCRS CHAPTER 4. AS NOTED IN SECTION 4.01 F, A FULL WIDTH PAVEMENT OVERLAY IS REQUIRED WHERE WIDENING EXISTING ASPHALT. E. STREET TREES SHALL BE INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS, AND SHALL COMPLY WITH SECTION 5.03 OF THE KCRS. F. SE 1 84TH STREET IS DESIGNATED A NEIGHBORHOOD COLLECTOR STREET WHICH MAY REQUIRE DESIGNS FOR BUS ZONES AND TURN OUTS. AS SPECIFIED IN KCRS 2.16, THE DESIGNER SHALL CONTACT METRO AND THE LOCAL SCHOOL DISTRICT TO DETERMINE ANY SPECIFIC REQUIREMENTS. G. MODIFICATIONS TO THE ABOVE ROAD CONDITIONS MAY BE CONSIDERED BY KING COUNTY PURSUANT TO THE VARIANCE PROCEDURES IN KCRS 1 .OB. 8. SCHOOL WALKWAY: TO PROVIDE A SAFE WALKWAY FOR SCHOOL-AGE PEDESTRIANS, THE APPLICANT SHALL IMPROVE SOUTHEAST 184TH STREET FROM THE FRONTAGE TO THE SCHOOL BUS 'PICK-UP' LOCATION AT THE INTERSECTION OF SOUTHEAST 184TH/120TH AVENUE SE. AT THE INTERSECTION OF SOUTHEAST 184TH STREET/120TH AVENUE SE, A WIDENED PAVED 'PAD' SHALL BE PROVIDED FOR THOSE STUDENTS. THIS OFF-FRONTAGE IMPROVEMENT SHALL CONSIST OF ONE OF THE FOLLOWING: A. A MINIMUM FIVE (5) FOOT WIDE PAVED WALKWAY -SEPARATED FROM THE EXISTING ROADWAY PAVEMENT EDGE BY A FOUR (4) FOOT WIDE GRAVEL SHOULDER, OR B. A FULL-WIDTH EIGHT (B) FOOT WIDE PAVED SHOULDER DELINEATED BY A WHITE EDGE LINE STRIPE, OR C. FULL URBAN IMPROVEMENTS (I.E. CONCRETE CURB, GUTIER AND 5-FOOT WIDE CONCRETE SIDEWALK). THE APPLICANT MAY CHOOSE TO SHARE COSTS OF 9.C. ABOVE WITH THE DEVELOPER OF THE PROPOSED PLAT OF "GOSS" (DOES FILE #L05P0001) AND/OR, THE DEVELOPER OF THE PROPOSED PLAT LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF 124TH AVENUE SE/SOUTHEAST 184TH STREET (DOES PRE-APPLICATION FILE #A05PM102), PROVIDED THE CURB LINE SHALL BE SET AT 16-FEET NORTH OF THE RIGHT-OF-WAY CENTERLINE, THE ROADWAY WIDENED WITH A FULL ROADWAY PAVEMENT SECTION, AND THE EXISTING ROADWAY PAVEMENT OVERLAID OR RECONSTRUCTED AS REQUIRED BY THE REQUIREMENTS OF KCRS 4.01. (RCW 58.17.110) THESE OFF-SITE IMPROVEMENTS WILL NOT BE REQUIRED IF THE SCHOOL DISTRICT DECIDES IN ITS FUTURE PLAN TO PROVIDE BUS PICK UP LOCATION AT THE PLAT ENTRANCE OR ANY OTHER LOCATION IN THE VICINITY OF THE SITE AND TRANSPORT THE ELEMENTARY SCHOOL KIDS TO AND FROM SCHOOL BY BUS. IF THE PICK UP LOCATION IS NOT AT THE PLAT ENTRANCE, THEN A SAFE PEDESTRIAN WALKWAY FROM THE SITE TO THE BUS PICK UP LOCATION SHALL BE PROVIDED. TO IMPLEMENT THE ABOVE CONDITION, THE APPLICANT SHALL SUBMIT DETAILED ENGINEERING PLANS FOR THE REQUIRED WALKWAY AND OTHER DIRECTLY-RELATED ROADWAY WORK FOR REVIEW AND APPROVAL BY KING COUNTY DOT AND KING COUNTY ODES. 9. ALL UTILITIES WITHIN PROPOSED RIGHTS-OF-WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL PLAT RECORDING. 10. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), BY PAYING THE REQUIRED MPS FEE AND ADMINISTRATION FEE AS DETERMINED BY THE APPLICABLE FEE ORDINANCE. THE APPLICANT HAS THE OPTION TD EITHER: (1) PAY THE MPS FEE AT FINAL PLAT RECORDING, OR (2) PAY THE MPS FEE AT THE TIME OF BUILDING PERMIT ISSUANCE. IF THE FIRST OPTION IS CHOSEN, THE FEE PAID SHALL BE THE FEE IN EFFECT AT THE TIME OF PLAT APPLICATION AND A NOTE SHALL BE PLACED ON THE FACE OF THE PLAT THAT READS, "ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID." IF THE SECOND OPTION IS CHOSEN, THE FEE PAID SHALL BE THE AMOUNT IN EFFECT AS OF THE DATE OF BUILDING PERMIT APPLICATION. 11. LOTS WITHIN THIS SUBOIVISION ARE SUBJECT TO KING COUNTY CODE 21A.43, WHICH IMPOSES IMPACT FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL APPROVAL, FIFfY PERCENT (50%) OF THE IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO RECORDING, USING THE FEE SCHEDULES IN EFFECT WHEN THE PLAT RECEIVES FINAL APPROVAL. THE BALANCE OF THE ASSESSED FEE SHALL BE ALLOCATED EVENLY TO THE DWELLING UNITS IN THE PLAT AND SHALL BE COLLECTED PRIOR TO BUILDING PERMIT ISSUANCE. 12. THE PLANTE!~ ISLANDS (IF ANY) WITHIN THE CUL-DE-SACS SHALL BE MAINTAINED BY THE ABUTIING LOT OWNERS OR HOMEOWNERS ASSOCIATION. THIS SHALL BE STATED ON THE FACE OF THE FINAL PLAT. R: \ProJects\107(0ffe)\014-05 (Sandhu)\Dwg\sheeis\Early Stort\SD-\101.dwg -Scale: 40 13. THE PROPOSED SUBDIVISION SHALL COMPLY WITH THE SENSITIVE AREAS coUE AS OUTLINED IN KCC 21A.24. PERMANENT SURVEY MARKING AND SIGNS AS SPECIFIED IN KCC 21A.24.160 SHALL ALSO BE ADDRESSED PRIOR TO FINAL PLAT APPROVAL. TEMPORARY MARKING OF SENSITIVE AREAS AND THEIH BUFFERS (E.G., WITH BRIGHT ORANGE CONSTRUCTION FENCING) SHALL BE PLACED ON THE SITE AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITIES ARE COMPLETED. 14. PRELIMINARY PLAT REVIEW HAS IDENTIFIED THE FOLLOWING SPECIFIC REQUIREMENTS WHICH APPLY TO THIS PROJECT. ALL OTHER APPLICABLE REQUIREMENTS FROM KCC 21A.24 SHALL ALSO BE ADDRESSED BY THE APPLICANT. 1 . 1 WETLANDS A. CLASS 2 WETLAND(S) SHALL HAVE A MINIMUM BUFFER OF 50 FEET, MEASURED FROM THE WETLAND EDGE. B. THE WETLAND(S) AND THEIR RESPECTIVE BUFFERS SHALL BE PLACED IN. A SENSITIVE AREA TRACT (SAT). C. BUFFER AVERAGING MAY BE PROPOSED, PURSUANT TO KCC 21A.24.320, PROVIDED THE TOTAL AMOUNT OF THE BUFFER AREA IS NOT REDUCED AND BETTER RESOURCE PROTECTION IS ACHIEVED; SUBJECT TO REVIEW AND APPROVAL BY A DOES SENIOR ECOLOGIST. D. A MINIMUM BUILDING SETBACK LINE OF 15 FEET SHALL BE REQUIRED FROM THE EDGE OF THE TRACT. E. SPLIT-RAIL FENCE SHALL BE INSTALLED ALONG THE WETLAND BUFFERS. 15. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL ENGINEERING PLAN AND RECORDED PLAT: RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKEO OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKll~G OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. 16. SUITABLE RECREATION SPACE SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF KCC 21A.14.180 AND KCC 21 A.14.190 (I.E., SPORT COURT[S], CHILDREN'S PLAY EQUIPMENT, PICNIC TABLE[S], BENCHES, ETC.). A. A DETAILED RECREATION SPACE PLAN (I.E. AREA CALCULATIONS, DIMENSIONS, LANDSCAPE SPECIFICATIONS, EQUIPMENT SPECIFICATIONS, ETC.) SHALL BE SUBMITIED FOR REVIEW AND APPROVAL BY DOES AND KING COUNTY PARKS PRIOR TO OR CONCURRENT WITH THE SUBMITIAL OF THE ENGINEERING PLAN. THIS PLAN MUST NOT CONFLICT WITH THE SIGNIFICANT TREE INVENTORY & MITIGATION PLAN. B. A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT. 17. A HOMEOWNERS' ASSOCIATION OR OTHER WORKABLE ORGANIZATION SHALL BE ESTABLISHED TO THE SATISFACTION OF ODES WHICH PROVIDES FOR THE OWNERSHIP AND CONTINUED MAINTENANCE OF THE RECREATION, OPEN SPACE AND/OR SENSITIVE AREA TRACT(S). 18. STREET TREES SHALL BE PROVIDED AS FOLLOWS (PER KCRS 5.03 AND KCC 21A.16.050): A. TREES SHALL BE PLANTED AT A RATE OF ONE TREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. SPACING MAY BE MODIFIED TO ACCOMMODATE SIGHT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS. B. TREES SHALL BE LOCATED WITHIN THE STREET RIGHT-OF-WAY AND PLANTED IN ACCORDANCE WITH DRAWING NO. 5-009 OF THE 1993 KING COUNTY ROAD STANDARDS, UNLESS KING COUNTY DEPARTMENT OF TRANSPORTATION DETERMINES THAT TREES SHOULD NOT BE LOCATED IN THE STREET RIGHT-OF-WAY. C. IF KING COUNTY DETERMINES THAT THE REQUIRED STREET TREES SHOULD NOT BE LOCATED WITHIN THE RIGHT-OF-WAY, THEY SHALL BE LOCATED NO MORE THAN 20 FEET FROM THE STREET RIGHT-OF-WAY LINE. D. THE TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTIING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION OR OTHER WORKABLE ORGANIZATION UNLESS THE COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. OWNERSHIP AND MAINTENANCE SHALL BE NOTED ON THE FACE OF THE FINAL RECORDED PLAT. E. THE SPECIES OF TREES SHALL BE APPROVED BY ODES IF LOCATED WITHIN THE RIGHT-OF-WAY, AND SHALL NOT INCLUDE POPLAR, COTIONWOOD, SOFT MAPLES, GUM, ANY FRUIT-BEARING TREES, OR ANY OTHER TREE OR SHRUB WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE WITH OVERHEAD UTILITY LINES. F. THE APPLICANT SHALL SUBMIT A STREET TREE PLAN AND BOND QUANTITY SHEET FOR REVIEW AND APPROVAL BY ODES PRIOR TO ENGINEERING PLAN APPROVAL. G. THE APPLICANT SHALL CONTACT METRO SERVICE PLANNING AT 684-1622 TO DETERMINE IF SE 184TH STREET IS ON A BUS ROUTE. IF SE 1 84TH STREET IS A BUS ROUTE, THE STREET TREE F'LAN SHALL ALSO BE REVIEWED BY METRO. H. THE STREET TREES MUST BE INSTALLED AND INSPECTED, OR A PERFORMANCE BOND POSTED PRIOR TO RECORDING OF THE PLAT. IF A PERFORMANCE BOND IS POSTED, THE STREET TREES MUST BE INSTALLED AND INSPECTED WITHIN ONE YEAR OF RECORDING OF THE PLAT. AT THE TIME OF INSPECTION, IF THE TREES ARE FOUND TO BE INSTALLED PER THE APPROVED PLAN, A MAINTENANCE BOND MUST BE SUBMITIED OR THE PERFORMANCE BOND REPLACED WITH A MAINTENANCE BOND, AND HELD FOR ONE YEAR. AFTER ONE YEAR, THE MAINTENANCE BOND MAY BE RELEASED AFTER DOES HAS COMPLETED A SECOND INSPECTION AND DETERMINED THAf THE TREES HAVE BEEN KEPT HEALTHY AND THRIVING. I. A LANDSCAPE INSPECTION FEE SHALL ALSO BE SUBMITIED PRIOR TO PLAT RECORDING. THE INSPECTION FEE IS SUBJECT TO CHANGE BASED ON THE CURRENT COUNTY FEES. 19. AREAS USED AS REGIONAL UTILITY CORRIDORS SHALL BE CONTAINED IN SEPARATE TRACTS AND MEET THE SETBACK REQUIREMENTS OF KING COUNTY CODE 21 A.12.140 -SETBACKS FROM REGIONAL UTILITY CORRIDORS. 20. SIGNIFICANT TREES, S0-220. THIS DEVELOPMENT CONDITION REQUIRES THE APPLICANT TO RETAIN A PERCENTAGE OF EXISTING SIGNIFICANT TREES ON-SITE. THE APPLICANT IS EXEMPT FROM THIS REQUIREMENT PER KCC 21A.38.23.B.H., WHICH STATES: PROJECT SITES WITH 25 PERCENT OR GREATER OF THE TOTAL GROSS SITE AREA IN SENSITIVE AREAS, SENSITIVE AREA BUFFERS AND OTHER AREAS TO BE LEFT UNDISTURBED SUCH AS WILDLIFE CORRIDORS, SHALL BE EXEMPT FROM THE SIGNIFICANT TREE RETENTION REQUIREMENTS OF THIS CHAPTER. ADDITIONAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL FROM THE PRELIMINARY PLAT REVISION ACTIVITY L05RE043: 1. Tract F shall be improved as a private joint use driveway serving lots 5 and 6. The serving lots shall undivided ownership of the tract and be responsible for its maintenance. As specified in KCRS improvements shall include an 18 foot paved surface and a minimum tract width of 20 feet. Drainage control shall include a curb or thickened edge on one side. 2. Tract E shall be improved as a private access tract serving lots 9 through 12. The tract width shall be widened to 26-feet as specified in KCRS 2.03. The lots being served shall have undivided ownership of the tract and be responsible for its rnaintenance. Improvements shall conform to KCRS 2.03 for urban minor access roads including a paved width of 22 feet. 3. The road right-of-way for the proposed cul-de-sac shall be widened as necessary to provide a minimum of one foot right-of-way behind the curb and/or sidewalk 4. The property frontage for lot 7 shall be widened to 20-feet to accommodate the driveway setbacks specified in KCRS 3 .01 C3 LEGAL DESCRIPTION PARCEL "A": (PER STATUTORY WARRANTY DEED RECORDED UNDER RECORD NO. 9705221296, RECORDS OF KING COUNTY, WASHINGTON.) LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE WEST 300 FEET THEREOF; AND THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING BETWEEN THE EASTERLY AND WESTERLY LINES OF THE BONNEVILLE TRANSMISSION LINE RIGHT-OF-WAY, AS DESCRIBED IN INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 3178820, AND LYING BETWEEN THE NORTH LINE OF LOT 4, AND THE SOUTH LINE OF LOT 7, IN BLOCK 2, NORTHWEST GARDEN TRACTS DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON, EXTENDED EASTERLY. PARCEL "B": TRACT 7, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON. BOTH SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SHEET C1 .0 C3.0 C3.1 SHEET INDEX TITLE SHEET T.E.S.C. PLAN T.E.S.C. DETAILS TITLE Vicinity Mop J ( l ~ ,/ -' -_J V • /I I I Soils Mop / w (J) LJ /.c I "' 0 -I - \ ~ - ~,Y SE 192N[ ST f AgC AgB A -- u, I Scale 1 "=2000' \ I~ - SE 184TH ST I 110:- ~-.'f ~ I \ -- ' Seale 1 "= 500' Sk / V AgD EvB V \ I ,/ Sk I Site Pion Approval Approval of these plans is for construction of road and drainage improvements, site drainage & grading and temporary erosk•n control in unincorporated King County only. These plans do not authorize any other utility approval or improvements proposc,d in any State right of way. Site plan approval is void if the commercial building permit has not been obtained or renewed within two years of approval. Subdivision plan approval is void if the final plat is not recorded prior to the preliminary plat approval expiration. PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Section Township Range Tax Parcel Number I 3 I 3 I 12131 I 5 IE I l6l 1 l9l9l6IDI 10121s121 I 3 I 3 I I 2 I 3 I I 51 EI 1611191916101 101312101 Site Location is within the -----------drainage shed(s) Pro Rota Shore Assessment(s) are: D Required D Not Required from the site due to devdopment for increased storm waler runoff. Peak Runoff Assessment Role($ ) per c.f.s. increases.(10 year. 2 hour storm) Peak Volume Assessment Rate($ ) per Ac. Ft. increases.(2 year, 2 hour storm) AGfi'.EEMENTS, PLAN REFERENCES, PERMITS ETC. (To be completed by Consultant) Preliminary Plat Approval/Permit Issued Date: JUNE 10, 2005 Expiration Dote: Other Related Permit Numbers Received: Right-of-Way Use Permit Grading Bu ii ding/Structural Other ------------- Bo a rd feet of tree removal on site: Cubic yards of material hauled on/off the site: ____ _ Is this a erosion sensitive area site? (Yes/No): __ N_O __ _ Note: If "yes", a Highly Sensitive Site Erosion Control Supervisor is required. See ESC plan and TIR for details. Ernergency 911 Police-Fire-Rescue / 0+--r----,_ __ ,... 1---------------------, I AgC -AgB No EvB Notice Required Contractors shall notify operators who maintain underground utility Jines in the area of proposed excavation or blasting at least two business days, but ' not more than ten working days prior to commencement of excavation or demolition in accordance with RCW Title 19. Names and telephone numbers of the operotors of underground utility lines in this project appear below. These numbEirs shall also be used to serve in an emergency conditions as ' required. Soos Creek Water & Sewer District Sanitary Sewer Phone 253-630-9900 253-630-9900 1 Soos Creek Water & Sewer District Water District ---------c· ' Puget Sound Energy 1-888-321 -7779 Gas Company Puget Sound Energy _1 _B_8_8_-_3_2_1 -_7_7_7_9 __ ~!_ Power Company Call Before You Dig DIAL-A-DIG 1-800-424-5555 Notes ' 1. The Developer is required to notify the Land Use Services Division, i Land Use Inspection Section (206) 296-6642, three days prior to the be~\nnlng of construction for a preconstruction conference and specifically request inspection before beginning: A. Installing siltation and erosion control measures ' 8. Clearing and grubbing C. Earthwork D. lnstollation of any underground utllity E. Before placing subbase, base or paving surfaces F. Installation of any forms or placing any concrete 2. A permit must be obtained from the office of the Resident Engineer, Washington State Department of Transportation, before any construction Is started on any existing stole route. 3, A Hydraulic Project Approval (HPA) Permit must be obtained from the i Washington State Department of Fisheries prior to any work when required1 I Bonding Information Restoration Bond Amount $_Jl6ro Performance Bond Amount $ ______ _ i ' i I \ ' RECOMMENDED FOR APPROVAL (To be completed by King County) Date :2.-s--07 d: . 5: . () -:;-- En ineer,P~n ev1ewer &!,2, C"'J/,"'Ud.' ~ Engineer j, upervifr Traffic & Planning Engineer Sensitive Areas Structural Review Engineer Other APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES King County, Washington I Date I ...., / I James H. Sanders, P.E. Development Engineer a. ·- '5i " ...... " '" " +' C C <Jl "' "' ::, ooi:: r:,:i D PROJECT CONTACT INFORMATION (To be completed by Consultant) .,,D"'A"'V.,,,I S"-'-'R,,,E,.,A,,,L-=E,.,S~T=A~T=E~G=R=O=U=P_____ ( 4 25) 228-59 59 Name Phone 1201 MONSTER ROAD SW SUITE 320 RENTON, WA 96055 Address and Zip Code r:,:i A Partnership D An Individual =D,.,A~V,.,18~R=EA=L~E=S~T~A~TE~G=R~O~U=P_____ ( 425)228-5959 Name Phone 1201 MONSTER ROAD SW SUITE 320 RENTON, WA 98055 Address and Zip Code D A Corporation D A Partnership r:,:i An Individual ( 425)486-6533 ] t, ~ SITE DEVELOPMENT ASSOC., LLC. ·->. vc Name ~ Q.) ..µ > ,-... ... a, Phone c"5 Ji t, t.5 10117 MAIN STREET BOTHELL WA 98011 D t8l Address and Zip Code ~'1,, ( ·3 ___ [ u -' -' . u, Q) z 0 (/) f"") f"") LO (D I (D E OJ Ql 8 '1" C c I o w w LO _c ·BJ N Cl.. ~ '1" a D o, en ...... z w L 0 ~ r,... 0 > ._=>o a:UC\I C <g .. CD ...,_ lO ::) (I.) z >- :) C: (.):., < a: :C w:lm C f:w Z Cl) LL < z en 8 LI) I'-- 'i" N 0 0 a:::: 0 (J) Q_ . . <D n (/) 0::: 0 0 w _J _J m . . • • • 2 L L 0 Q) Q) z ::i .D .D z E E +-' C w ::J ::J Q) _J z z E LL >, +-' Q. +-' u 0 (/) ·-> Q) -w •-·~ Q) 0 +-' 0 > () L Q) 0 <( [L 0 - Sheet 1 of 3 L06SR045 ' i 0 ·o C 0 E Q'. C C Q) () 'O G) > 0 (/) .~ " 0 _J r-. 0 0 N . N 0 .0 S.E. 1/4, N. W. 1/4, SECTION 33, TWP. 23 N., RGE. 5 E., W.M. SCOPE OF WORK FOR EARLY ST ART CONSTRUCTION SEQUENCE \ I I EXISTING WETLAND 1. SITE CLEARING AND DEMOLITION 2. GRADING FOR ROADS AND LOTS 3. EXCAVATION FOR STORM DRAINAGE AND VAULT 4. EXCAVATION FOR TESC BMPS 1 • 2. BEFORE THE SITE IS CLEARED AND GRUBBED THE TESC SEDIMENT TRAP MUST BE FUNCTIONAL, AND ALL OF THE DOWNSTREAM CONVEYANCE SYSTEM MUST BE FUNCTIONAL, CLEANED, AND PROTECTED. BEFORE STARTING WORK ON THE SITE, SCHEDULE AND ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE ODES SITE INSPECTOR BY CALLING (206) 296-6642. \ 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUN1Y STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 12. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUN1Y EROSION AND SEDIMENT CONTROL STANDARDS. I I FILTER FENC P. 4 5. UTILl1Y INSTALLATION (SOOS CREEK WATER & SEWER) 3. FLAG OR FENCE CLEARING LIMITS. 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. .. C3.1 ... ... ~ ..... ,... ........ __ _ ...... \ ... ... ·. '.. ' . " ,, . \ ... -----~ \ ---.... ~;;,.......... . ---~-----""' ',. --~---~ . ..... -\ ' It,--? ' ROCK CHECK 2 DAM 1YP. C3.1 I ~-~~~~~--~~~~~~~~-434~~~~~--~~~~~~~-~ ID ~ SEDIMENT CONTROL FACILITIES SEDIMENT SIDE BOTTOM TRAP (SEE SHEET C3.1) SIZE SLOPES ELEV SEO. TRAP '1' 38' X 1 0' 3:1 422.50 0 MIN. DEAD BEAM ELEV ELEV. 424.00 427.00 .I> u> .I> ~ ·<' (,; N ' ' ' ' ' ' \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ ' ' ' \ \ \ \ \ ' \ \ \ \ \ f \ \ \ \ --1' 13-\ I i----- 1 I I I I I I I I ~ I I Ll ". I I I I I I J !__, _ _J I L---J I----,>---~~~ \ 0 0 "--~432~~-~----,. STRUCTURES TO BE REMOVED 0 ' ' ' , , /,-' , ----- -- __ ..::----··' LIMITS OF VAULT ESCAVATION @ 1 :1 SLOPE .... . :: ' :I I I J: n1 I ' \ I \ I \ ' • I I I I ' I I I I : : ::, I ,j I , 22' LF--_, 12" DIA CPEP @1.00% SLOPE MIN. 1' COVER 0 11 II ,--~~---"~~;,----------- / II 111 I --.-·--:: ::----I II 11 II 11 II ~ II 0 C >'i'.?i;!, 1' / \ ii ii t~P5 : i 4' BERM // ii {f;[cfj_'t{ (_.!..1-4-~S~E~D~IM!fE]N[T_l~,.,---j --,,..... .... 3,'1 _j_1 ii ii 262-0c;( C3.1 TRAP I / .. I :: :: Y;;[JC~ c~ ,/1 1 ,· :: :r · ~,, I I I II II ' ' ' ' I 11 11 . c cc q . I I ii :: Y'c::;Qc5 I ----1-~-r-1 :: :: 'tTjf:.,fJq ' I I ii :: -~cf¢f0 % : : i. i ii ---r·)c5 -~~(· \ ~ J :/ :: CL~~?C~ I -+ I :: :: J~6, _,, \ 3:1 i ii !! I ; , , , , , ; , I I I I I I \ \ \ ' \ \ ' ' \ -y_,, ~-;.i;,4---"i 6 6'x151' / :: 11 L c )cc F:1 t-:::C-::-3.""'1-J-;O'°'V"'E';';R~f:L"'o""w"' :: !i ~ ~ Oc7Q(.,('l-~-_:::::;;::::_,_sp1LLWAY" / . I' \ \ \ \ ---,1--i,"'?----.:J-G~ ,,··":,.;"ii-~ --_ __;....._ -~ ~---=-====:6.!.£..... .. ._ ..... JIITll!!TL.a::-=-"!+-==~·:-::--:_~ __ _ - 4. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 5. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. EXCAVATE FOR DETENTION VAULT. 16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE . 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC. SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. EROSION AND SEDIMENT CONTROL NOTES 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILl1Y OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G .. SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FOR1Y-EIGHT (48) HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAJ ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT . 12. ANY PERMANENT FLOW CONTROL FACILl1Y USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACl1Y. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILl1Y MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILl1Y. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1 ), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE ODES INSPECTOR. THE DOES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. SYMBOL LEGEND: D ---- ROCK CHECK DAM CONSTRUCTION ENTRANCE CATCH BASIN INLET PROTECTION CLEARING LIMITS FILTER FENCE -7> -----INTERCEPTOR DITCH __ ..., FILTER FENCE WITH ORANGE NGPE FENCE ------------------------- EXISTING POWER TOWER \ \ \ \ \ \ \ \ \ -1----/=Z ~c;97f?c,::_;(· '(jL-=,,.Jg~---;;:._~~--_..,.~+==-=-~~~~~-~= -111-.... =-~-----C ~ C I =-_/, _\._,, 'it--~_T ---1!'--_------.. --. 0 ,c, ,o ---------~ C I :S\\ ''... -= -====°"f'=¥==2:::£2:::::,"~" ,•--... -... -• -----~ --.. J,IIU -.. --... am --I --------------------__ _j '" ,,. -, " EXISTING UTILITY ~ --x-----.---• -. -----------.. --.. -• I "" ~4-f/l'1J -----.. POLE TO Bfsfo~OVED \ '"i-\ ~\ VERTICAL DATUM: KING COUN1Y VERTICAL DATUM (NAVD 1988) BENCHMARK: KING COUNTY SUHVEY CONTROL POINT NO. 3809; 3" X 3" CONCRETE MONUMENT WITH NAIL, SET 0.50' BELOW GRADE, IN A SATHER MONUMENT CASE . ELEVATION = 448.119 FEET 26+00 t~: .. 4~:, ~~6~E ~i~tJ~i~TION c;.1 S • E • 18 4 TH S TR EE T 1 MIN. 1' COVER (1YP.) EROSION NAME: PHONE: ADDRESS: CONTROL SUPERVISOR SENIOR EN INEER '=~j\~ t' ,!6M S H. AND RS, P.E. DEVELOPMENT ENGINEER COMMENTS: COMPLETION DATE -i-5' · o?- COMPLETION DATE APJ~~q_'.1 DATE CALL FOR UTILITY LOCA-rES BEFORE YOU DIG 1-800-424-5555 27+00 I _......,.-CLEAN INLET, OUTLET AND ~ INTERIOR OF PIPE OF DEBRIS AND SEDIMENT 28+00 CLEAN INLET, OUTLET AND INTERIOR OF PIPE OF DEBRIS AND SEDIMENT 29+00 CLEAN INLET, OUTLET AND INTERIOR OF PIPE OF DEBRIS AND SEDIMENT 0 40 fl) z 0 .. .. -" -" .. " CJ) fl) • .. 0 • N i ~ .. {'.. .. :c > u -' -' :t QI "' (J ti) a, .., IO "ii .., ,:, .. IO <I> • 0 0 ... f' a: ID fll .. .. .. -8' ! (( u:, ._ •03t:N a.. ~ ('d .'!, "' :::I! o, c .. ~ .c: 0 .. 5l "0 .-,! '*"" C c:o-co -Oil N :::, 11 .C 0 (I) -"' a: 0.. z 0 -(/) -> ...... .......... C «1 m ... :, Cf) Cl) >, -,_ :) co J:W C z < (J) .., • 0 0 z ' .... --" 0 .. ' ~ .... 0 0 ~ .-IL .... ii I 'II ~ ~ rl [ 0 u z < ..J CL ' () ' en • w • I- m ...... w "' w "' ~ .. > .. +• Cl :ii ..... .>t .. -() :Ii (J m feet LL L-----,---,.,---~~---::--,:---;-:-"-:--::--'"7":-::--:--:----:::-:----:~----------L--------L-------.JL--------·-----·---------------------------------------....:;..;.~--------...:.,_-'---:--;::::-:::-::::-::--.-:: R:\Projects\ 107(0ffe)\014-05 (Sandhu)\Dwg\sheets\Early Stort\SD-er01 .dwg -Scale: 20 LQ 6 SR Q 4 5 rd C3.0 1 "=20' I ' ,_ "' '" E D ' "' 0 0 _c 0 z "' [IJ -0 '" > D (/) ~ "' D _J '5 <( m 0 Ol 0-, 0 0 0J - Ol 0J ~ u 0 S.E. 1/4, N. W. 1/4, SECTION 33, TWP. 23 N., RGE. 5 E., W.M. I I I I I I I I I 0 -· STA. 12+12.69 (47.65' RT) ..._ R=25' I END CURB MATCH SIDEWALK I Gi1 CB#5 "-./ '!i'r.-+,mf3;;rrl-/\ , , . . . . . . I STA. 11 +29.491 (10.68' LT) I I I /N--ll • • 0 .. •. -· ' .. ;>'~ k u:.,.o···. MM • ,,,., '' ,,,.,, ····,e:· ,,,, .,, C;;',,,,,'; I I . --;c-=::.::4~3:1.:.4 ===-~::::__ _______ _JI_JLL} r . ~ '1" t;:; w I U) w w U) w z ...J I 0 ~ ::; • ' ' I I I tj- ; I -er ~, tj- 1 STREET TREE C4.3 (TYP) CB#3A STA. 10+34.64 (14.98' ~~0 3 SIDEWALK C4.5 RAMP (TYP.) ..,.. ___ ------- VERTICAL DATUM: KING COUNTY VERTICAL DATUM (NAVO 19B8) BENCHMARK: KING COUNTY SURVEY CONTROL POINT NO. 3809; '"' .... : "' 1·· ·•·•·· ::.0 +-............ :: __ _ U) • ... ,,., .•... i.'!:JO 34.00' • , --ttt--'-"R·:g· • .;..;;'Wc.c, -+ 4,- I ' • ' ' '" ' ' ' STA. 23+ 78.84 (22.56' LT) !'· DISPERSION 6 C4.7 PERIMETER 2 BUFFER C4.5 FENCE (TYP) --. -· / CB#7 . N 162873. 72 (~ END CURB MATCH SIDEWALK E-1307~61.16E 1307457.63 ------- ' 12" CPEP ------o CB#1 (SEE DETAIL THIS SHEET) STA. 11 +30.:31 ~~~L_J (14.78' RT) CB#2 l_....-/--r->fA:--1-lttll&.6~1 STA. 1 O+B0.62 ' (10.64' RT) 4 (i)_, CURB & GUTIER 3 SECTION DRIVEWA C4.6 .,..---'.'l30 ;::-:.... -=-=-....:==-=--=-;:;,~ --- ! I 6" PV • ' : ' . ' ,. ' : " Ori ' n u • " • CB#B N-162887.00 N E• 1307§36.93 E CB#8A N 162867.39 E 1307537 .66 (12) ', ..... ....- ROOF DRAIN COLLECTION SYSTEM (TYP) 428 ----...... I ' \ I I ~ \ ·N . '" \ I I 1 CON I I I I I I I I I I 162888.30 1307536.80 2 C4.6 I ~ I SEE SHEET C4.4 L STRUCTURE ~\ c( ~'\, ~\ --I • 0 • ,26+00 8 H STREET • RIM=425.40 9.00 3 CURB & GUTIER C4.6 DRIVEWAY (TYP) CB#1D STA. 25+ 76.B3 ~O..:-.,i'-5-1.=;:,.:+£1f-./ (23.32' LT) CB#9 STA. 26+51 .91 15f/\,2,:H-5 r.ffl-f-' (14.87' LT) CB#9A STA. 26+51.80 fs:Fl>r.-:z~S&.'rc (17.00' RT) -- ~ ' '' : : ',i DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITIED TO ODES PRIOR TO THE PRECONSTRUCTION MEETING (KCC 9.04.100.D). 2. 3. 4. 5. 6. 7. 8. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID IN ACCORDANCE WITH WSDOT 7-08. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTIOM, THE TOP OF THE FOUNDATION MATERIAL AND ANY REQUIRED BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE DRAINAGE FACILITY IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05). ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2-013, 2-018, 2-019, OR 2-020, AND SHALL INCLUDE THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05). ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTIOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE (KCRS 7.03(L), DRAWING NO. 2-001 ). ROCK FOR EROSION PROTECTION OF DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT ( 1 '), AND MUST MEET THE FOLLOWING SPECIFICATIONS: 100% MUST PASS THE 8" SIEVE, 40% MAXIMUM CAN PASS THE 3" SIEVE AND 10% MAXIMUM CAN PASS THE 3/4" SIEVE. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(8), DRAWING NO. 2-024. DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB-OUTS SHALL CONFORM TO THE FOLLOWING: A. B. C. D. E. F. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04. IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO (E.G., POWER, GAS, TELEPHONE, TELEVISION, ETC.). ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. UTILITIES ALL PIPE ENDS WITHIN THE ROADWAY REQUIRE BEVELED END SECTIONS PER KCRS 7.03L & DWG 2-001. 10. CONTACT HENRY PERRIN (206-263-6138) AT LEAST 2-DAYS DEFORE ANY ROADWAY STRIPING. 11. PER KCRS SECTION 4.01 F, A 1" FULL OVERLAY SHALL BE REQUIRED. APPROPRIATE REPAIRS TO THE EXISTING SUBGRADE, BASE MATERIAL, SURFACING AND PRE-LEVEL MAY BE REQUIRED PRIOR TO PLACING THE OVERLAY. THE OVERLAY MAY BE WAIVED ONLY UPON WRITIEN REQUEST AND AFTER AN EVALUATION OF PAVEMENT CONDITIONS AND/OR CHANNELIZATION REQUIREMENTS HAS BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. LEGEND ':"-~~~ • •' ' 4 ' 0 0 100 YEAR WATER SURFACE ELEVATION t~Gl:>A TRAC.I' ASPHALT CONCRETE PAVEMENT . '· -~ -,--- CONCRETE PAVEMENT STREET TREE CURB RETURN (SEE TABLE SHEET C4.6) 6" WHITE EDGE STRIPE @ 10:1 TAPER ' " ,i : ' 12" SD 0\' 'I/) 7 "' ACCESS LADDER CATCH BASIN #1 DETAIL J-' , ''I, ' i SEE EASEMENT FOR WORK j' }'.'(".j:l,~!PR1Vf11E PROPERTY , • I ' EXISTING EDGE OF PAVEMENT \ \ \ \ \ \ ' " " ' ' : f ' \ \ ; ' J· ', ' -;L, ;·. , .. .,.:.:.::.,: : -;; .I -. , , ,,,, •,•,,•,o oo,-:i:'' .• ,, .•...•. ( ': j ' ' -.,..__..., .-. i' .-.· •• •,:,,,,1·-_::· . ' . --·---·-/----·-------, ----------------------------...,--\ -__ : 0 • 4 EXISTING 24" CULVERT \ \ \ \ N, 27+00 28+00 q'---. -... -..... ::--~---le----· __ ,.. _____ ------,'-<i-----1----------; ----'.~ . 29+00 \ \ \ Cl cl .· .................••..• \ r---.420---- N 162616.58 E 1307643.33 \ \ --------------- --1-----------~·-+ _. __ ..., ---.... :...,; -.;.. --.J N 3" X 3" CONCRETE MONUMENT WITH NAIL, SET 0.50' BELOW GRADE, IN A SATHER MONUMENT CASE. ELEVATION = 448. 119 FEET ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE CLEAN OUT AND REGRADE EXISTING DITCH. SEE DRAINAGE DITCH SECTION (DETAIL 7 ON SHEET C4.5) PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS # C4.0 ON FILE WITH DOES AND/OR THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITIED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST 20 0 20 1 "=20' 40 BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. ' scale feet R:\Projects\247 (Viking Elank)\001-09 (Sondhu)\As-builts\sheets\SO-dr01-ob.dwg -Scale: 20 0) " r-,. r-,.. J'"-,. r---r--.. r-,... r.o 000000000 " ~ I") U1 N N O Ol CO I{) b ,-0 0 0 NO..---Oo 0 ,-m CO I"--<CJ V ,-I' ~~ ...J ~ ,. -• " co 0 " N "C • 0 • :c .. -C (1) E 0) (1) ·= ~ (1) C (1) 0 C ·a, 2' 0) C -C w u ·- (!) C = ·~ C .> 0 0 u CL o... II . I I • ··;r.· C 0 ...... (/) ..... > . .... (/) "'C I • .c~:... :., ::, (J) .0 I ::, (/) .c< "'C C as (J) .. -.. " a, • t: .. > --0 00 "' C 0 -OJ C E ~ D " - (I) .c -0 ~ <( N (I) -::, V, ~ (I) (]J ~ -V, ,c ·;s I :i I " N i 0 ' 0 I - Clt 9 .. 0 0 ~ ..... N E 0 u ~ -<D (I) C" OJ C <D a u ~ 5 5 5 <") "' "' "' "' 00 " "' N " X 0 ~ <") <") "' so so 00 " "' N " (I) 0 ~ -0 0 z ... i e II. ! Ii .. :5 " ~! .C C DD ... o z C<C z ..J <( 0.. c:E <ea: 00 a: .... en C4.0 ,n (!) E 0 --, ,n 0 0 .r: u z >, [D -0 G) > 0 VJ ~ ,n CJ -' 2 <{ ~ ,-.. 0) o, D 0 N - 0) N -~ u D GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), KING COUNTY ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE ODES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE H!:LD BETWEEN THE DOES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF KCRS CHAPTER 8 IS SUBMITIED TO THE DOES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVO 1988 UNLESS OTHERWISE APPROVED BY DOES. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 81 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.3). 13. OPEN CUTIING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY ODES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(8)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, ''TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. 15. ALL PIPE ENDS WITHIN THE ROADWAY REQUIRE BEVELED END SECTIONS PER KCRS 7.03L & DWG S.E. 1/4, N. W. 1/4, SECTION 33, TWP. 23 N., RGE. 5 E., W.M. INL_ET w (J) w > <( :c l-o C'\I T- N 162665.20 E 1306943.31 LEGEND D ASPHALT CONCRETE PAVEMENT ~ CONCRETE PAVEMENT CB#18 . E 1306986.52 N 162664.14 E 1306986.14 MIN. 3' CLEARANCE TO WATERLINE CB#17 ~ctl. E 1307117.08 N 162656.87 E 1307109.04 ------------~ -------------~----------- ' I 9 (17,98' LT) END TRANSITION TAPER 5' WIDE ASPHALT WALKWAY \ 6 4. . E 1307148.61 N 162657.74 E 1307264.43 0 "" B I VJ w w VJ w z -' I 0 i;:;: ::,; I --r------436- 1 20+00 8' WIDENED TURNPIKE SHOULDER ,"'··--- ----\ --c 6' 2' 21+00 8'x1 o· BUS STOP AREA 6" WHITE EDGE STRIPE EX. 8" W SE 184TH STREET OFFSITE PLAN ' : ::, 22+00 ---1---~I-- CB 17A p~ 162661.96 N 162659.75 E 1307190.88 \ ' I ' j ' -1--- 1"=20' 23+00 SAWCUT LINE@ 7 R/W CENTERLINE N 0 20 1111111111111111111111111 I 40 feet 2-001. 460,---.,...----------,-----------------,---------.,...--------c------,------c-------,------------,------------~ . ·~'-· 460 C) 16. CONTACT HENRY PERRIN (206-263-6138) AT LEAST 2-DAYS BEFORE ANY ROADWAY STRIPING. 2' 6 1 __ 0.05 FT./FT. 0.05 FT./FT. - EXISTING ROAD (SE 184TH ST) CATCH BASIN & _/ STORM SEWERS (TYP .) 3' MIN. CLEARA CE TURNPIKE SHOULDER PER KCRS DWG. NO. 2-024 N.T.S. R:\Projects\247 (Viking Bank)\001-09 (Sandhu)\As-builts\sheets\SD-drdt02-ob.dwg -Scale: 20 450 - 440 - 430 -------- INLET FROM DITCH W/BEVELED EDGE SECTION IE=441.11 (12" E) A.8. CB 1118 TYPE 1 RIM••4 41.83 IE'-438.63 (12'' E,W) RIM=442.23 ---IE 439.79' (12" W) -IE-439.65' (12" E) 43 LF' ------_ IE 439.78' (12" N) · 12" so ------ EXISTING GRADE @ • PIPE CENTERLINE OFFSITE PROFILE ' ,_,,... ___ . FINISHED GRADE @ PIPE CENTERLINE CB 1117 TYPE 1 RH.!-4 J7.8B IE-434.SS (12" E,W) RIM 437.79' IE-434.74' (12" W,E) --- \ CB 1117A TYPE 1 RIM-436.00 IE .... 433 ::z' ( 12'' E '") . .of 1 . ,1, -----RIM'-'435.21' -------- IE:--433.11' (12" W,E) 12" SD --82 LF ---75 LF S= 1,-g9,r; --- ~====~5=-~l-:7:5·~·=~2-1~.2~··10~1~--J~~~----- -\ 9 bF s-o.eo% 12" DI 74 LF S=2.30% -- -·- \ l ' . ' . ' . ' ' .\. .. '· ' j I ' 450 440 430 1 "=5' 1"=20' 5 0 5 1 0 vertical scale feet 20 0 20 40 horizontal scale feet • c:, N . • ,.. .. .. " II) • N 15 :c ~ C (!) E • .. ~ -.. " .. II) C) ~ • t: .. -,t > N I ~ ' u : .,.; ' ~ OJ OJ C OJ C ~ (J) o a 00 ;,l 0-. 2 I OJ '- 0 z i e IL OJ (!) .c OJ ~ a (!) C ID a C .0) L 0) ~ (") C +---C O 8:: w u ·-> -, _(l)C>'-0 ·-·~ C '-0 .> 0 O "' "' u it a... ..c "St C 0 ...... "' ·-> ·-CJ) "C I ,., .0 . ..:: :, ::, .c U) I ::, UJ .c< "C C a, en 0 ~ "' ... en I- ~ :, lit: li .c .. i! J: ,: O 0 -.u z en Ww :E I- WO >z ~o a.. z :E <C -wz I-<C -_J en a.. LL LL 0 C4.1 -~--- ~ w E 0 ---, m 0 0 _c u z u w > 0 VJ ~ m 0 _J "' 0 0 N m N ~ u 1/4, N. W. 1/4, SECTION 33, TWP. 23 N., AGE. , ....... ·········· .. ......... ''' , ..... ,,,,,,.. ,,, .. . S.E. 5 E., W.M. LOW POINT ELEV -428,82 LOW POINT STA -10+34.44 PVI STA = 1 0+43.28 PVI ELEV -428.48 CB ./14 TYPE 1 ffiMw 131.89 IE•427.49 (12" f~,E) RIM=431 .86 . IE=427.43' (12" N) ~ · · · · · · · · · · · · · · · · · · ···....... . . . A.D. -" 6.19 ··········· ····· ········ ········ ··················· IE=427;2 ·· 12 E · . 1' ( .. ) <( 440 · · · · · · · · · '"'I · (/) K = 8.07 I I ,.... ___ 50,00' vc ----, ~~~f2~fsE 1 00 .............. cs il2 TYPE 1 IE-425.17 (12" 11/;N) C'j l"l RIM-429.84 RIM=428.56' :2 "1 IE-42~.89 (12" S,N) IE=425.28' (12" W) 2; gJ RIM=429.86' IE=425.23' (12" N) ~ : JE-424.81' (12" S,N) d CB Jl3A TYPE 1 . . . . . . . .. . <i. w . . . . . . -EXISTING o.. RIM•429.39 1/i o..> GRADE @ o.. it 1[•426.34 (12" E)-~ CENTERLINE it u RIM=429.07' 00 C'j 00 co :rn -+ 00 0 ~ ~ u IE=425.45 (12"_El __ _ --. --..,..,.., 430·· ........... T ----2,00%. / -/-\ 1• : / \ / I IE=428.16' (6" W) CB Jti TYPE 2-72" CB it5 TYPE 1 RIM--4'31.60 RIM•434.39 · · IE• 130.89 · 11 IE-424.32 \12" 111,S,f~E.E) (l 2 " S) CB 6 TYPE 2-48" .... RIM=43l.67 · · · · · · · ··· · · · RIM 434.25 , RIM-434.74 IE=424.47' (12" W) JEwww424.86 (12" NE,SW) IE=424.42' ( 12" S) IE=43 o.5o' RIM=434.66' IE=424.37' (12" N) (l 2 " S) IE-424.94' (12" NE) IE=424.22' (12" E) IE=431 · 15 ' IE 424.92' (12" SW) (5 " W) IE-428.77'. {6" SE) ........... ~. FINISHED. G.RADE ' n--·---@ CENTERLINE _ ---. --, ,\-.19% ------- ---c-r. 12" so ~u~_ -.~ 46 LF 47 LF S=0.91% ~ 12" SD oi----~-- AB. S=0.80% 49 LF S-1.16% 12" SD AB S=0.61% go· LF s-0.60% ~'.'......'.::'.~~~~~~-'------0 12" SD 30 LF ' • .. / .. ·1------'-----l S=0.57% S•D.06% 12" CPEP 27 LF ,- S= 1 o: 15% S• 12.37% 12" CPEP 440 · 430 CB J18 TYPE 1 R+M-428.76 _. _ ...... _. _ ... _. _ _. _ ... __ . _ .: ..... _____ . +~ .. -~ 2s~ .~P. \_1_ .2" . _s,W,-_ RIM=430.75 ··················440 EXISTING GRADE @ CENTERLINE 29 LF 32 LF 0 L..-:S~-~Ot,. 6~2~%:__.J .... 12" SD S=0.76% - IE=425.83' (12" S) IE=425.77' (12" W) CB it8A TYPE 1 RIM• 428.76 ·· IE•425:S0 (12" ~i) RIM=430.67' IE=425.82' (12" N) FINISHED GRADE ----_ ............. ························ .... 430 @ CENTERLINE -- · 21 LF 81 LF S=0.57% 12" SD s· =-0.05"' "" 1:F 5 O.SG!F.l " l-.'....77;._::.._ ____________ oj.---l2~0f-Ll:FF s-o.ss% · · · · · · · · · · · ·· ··· ·· · · · · · · · · · · · ··· · · · · .. · · 12" CPEP CB JJ7 TYPE 2-48" RIM ~34.00 IE.= 125.0.5 (42" E,SW) .. .. ..... ...... ............. ........ ... ..... ..... ............ .. . .... 420 RIM=434.73 • ......... 420• ·············· 420· 10+00 10+40 10+80 11 +20 CB 11178 TYPE 1 COf4NEOT TO .:X. 12." GULV.:~T RIM 43e.OO 440 IE-4 33.20 ( 12." E,'N) · · · · · · · RIM=433.51' . IE=431.41' (12" W,E) ----------' - PROFILE -ROAD 'A' CB JJ12 TYPE 1 W/ SOLID LOCKING LID RIM-431.78 • .. IE~426,63. (12". 1\1,E) RIM=431.47' --·--r'. ,----7-l : • IE=427.75' (12" W) ~--· IE=427.57' (12" E) • I 430 ····· ··· ········· 9 ,LF, ······ ~-0.50% .~ • .J:t. . .--~72s~;j----------·..:: ____ _ --~ --:--__ ·············· ....... ········· --- 12·· SD A.a. 198 LF OW . <((/)·· 0 C!'.lc,J ---- 11 +60 ----- 12+00 EXISTING GRADE @ CENTERLINE ------------ SAME STRUCTURE CB -1120 TYPE 2 48" W/ SOLID LOCKING LID RIM 425.40 IE-419.00 (12" ~~) · · · · · RIM-425,40' · · IE=418.95' (12" N) --- CB JJ5 SEE ROAD 'A' PROFILE IE=42o.31' ( 12" E) IE=425.16' (12" SW) PROFILE -ACCESS TRACT 'B' CB #10 TYPE 1 W/ SOLID LOCKING LID RIM=423,90 • ...... ' '' '. ' . IE-419.38 (12" ',',',E,fi)- RIM=424.57'. IE-419.32' (12" N) CB Jig TYPE 1 W/ SOLID LOCKING LID RIM•421.53 IE-418.75 (12 11 W,S) RIM=421.68' IE=419.08' (12" S) IE=419.01' (12" W} CB JJgA TYPE 2-48" SAME STRUCTURE OUTLET TO DITCH 12" DI 74 LF S=2.30% ---_ IE 419.33' (12" W) ----_ IE-419.20' (12" E) ---.... , ·······~-'-'---'-- W/ SOLID LOCKING LID RIM-420.63 W/BEVELED EDGE SECTION IE=418.51' (12" W) ----- 12" so - 23+20 23+60 24+00 24+40 24+80 25+20 25+60 PROFILE -SE 184 TH STREET · ·· · ·· · · · · · · · · .. A,B, ~. --------lE 418.79' (12" E) -------76 LF 80 LF S=0.25% ---,-. :~------· ---·------S 0.78!15 12" SD or-. -:-:-,-,-~~~~_..:_~~~~~·n r---~~-'--\ -32 LF 12" SD_/~ S=0.81% 26+00 26+40 \_29 LF 12" SD S=0.97% 26+80 ---- 0 CB .ii 1 SEE ROAD 'A' ' " ' ... ' Fl,NISHED GRADE • @ CENTERLINE ., ' ! PROFILE ' . ' ··1 440 VAULT INLET .. ' ... ·-.. , .J: ... · · · ... 430 IE=417.51 (12") DETENTION ~ . VAUL1 .... ·········· 420 PROFILE I-DETENTION VAULT 'A' INLET 440 ,· ...... .. •._.-,,;._ 430 420 ~\ \ ' ' ... ' .. \ ' ' , CONTROL STRUCTURE RIM=425.50 · · ·· 4E• 419.50 (12" ~l,S) RIM=425.40' • IE=419.24' (12" S) IE=419.44' (12" N) 7 LF 4 LF • CB it10 RIM 423.90 1[=419 .. 38 (12" Vl,E,f4) RIM=424.57' ....... IE 419.32' (12~ N) .......... 430 IE=419.33' (12" W) IE=419.20' (12" E) ")J..,.-1,-- S=0.86% S=0.00%_ \: 12" CPEP \II ---- '-./ . . ' 8 LF DETENTION S• 1.1 4% S=-1.00% , VAULT 12" so .. 420 -- I ' I ' 0) ,..... ,..... r-,. ,.... r-,. r-,.. ,..... tD ~1 ~ .o o a a o o o Q) ~ n LO N C\J O Ol (X)I~ Q -ooONO.---Oo ~ := 0) a) I' co "'4-...... "' .. iii u fl.I _J ~ .. iii u fl.I o.; C\I ~ I 0 ;.. :c ., t: . .. ;.. > --- -C (I) E 0) (I) C OJ •;:: Ci (I) C (I) 0 C: ·o, :: 0) C -C: w u ·- l (j) C ·~ C '-0 0 ~ ~ £ ! £ ~ 0 .c 0 -"' ~ 0), fl.I O .... .-IO .;11,:m > Cl -.,.<~,cCD C -Ill) 3I: 0 II• ~ m..1:,., .. O• 00 ,z ,- 0 .. oU I 0, ... -.... 2 "' ll. i llol: ,, -........ OUTLET '..=---,-.,.,,-,=-,,;_,,-,,,.- ... 0 •.. '' " -QI -;: • CCP"ILI-C Ii .. ,s " ! .! 410 1E=419.50 ( 12 SJ A.B. • \ . PF~OFILE -DETENTION VAULT 'A' TO CB #12 ' i 1 "=5' 5 0 5 vertical scale 20 0 20 10 feet 40 •:i.00•110 --..... .c 0 > IQ 11. 0) 11. .C C O 0 -.o C 0 ..... UJ Cl) ·-w > _. ·-"' c-"C .... z LL .c . .:: <o :., :l a: wf C c.. <( ~ ::, "' 0 a: ..c< a: 0 "C I- Cl) C a, en 1 "=20' C4.2 o L--...,...c--,---'--,--,--,-::-:--;:--::--,--:--:-:--:::--;---:---:-:-:::::-::----'":::-:---:---:---'--;:--;----;~---------'-----'-----'--------"-----'--------'----..;..._-------'"----'----...;._----'----------'-----'-----..;.....------------------..__------......., R:\Projects\247 (Viking Bank)\001-09 (Sandhu)\As-bu,lts\sheets\SD-drpro01-ab.dwg -Scale: 50 ~~iiiiiiiiiiiiiiiiiiiiiiiiiiiiii- horizonta I scale feet i . V) ru E 0 --, "' 0 0 .c (J z -0 (l> > 0 1/) .µ V) 0 ...J a, D D N . rn N ~ (J 0 . . . . . . . . . . . . . . . .. . . . . . . . . • • • • 0 t":) "'11- . . • • . . • • • • • • • • • • • • • • • . • • • U) o· U) 0 0 U) 0 I ----~~----~-----~·· ~ -_____ ___.~~~ ----~-~- 1/4, N.W. 1/4, SECTION 33, TWP. 23 N., RGE. 5 E., W.M. S.E. ,,-LID ELEVATION -y 5? 0 I u. v Z \7 ---~-----...___ I o+ VAULT INSIDE CORNER N 162673.31 tl 162673.36 (.() E 1307551.95 E 1307§§2.t4 N 5' X 1 O' GRATED ACCESS HATCH -9-&-95.95' VAULT INSIDE CORNER N 162769.35 E 1307550.77 N 162769.26 E 1307550.67 18.75' OPENIN_G__ !---_J 5' MIN. VAULT SETBACK (TYP) 3 VAULT INSIDE CORNER N 1 62768.53- E 1307403.1 O N 162768.29 E 1307493.18 ---] 5' X 10' GRATED ACCESS HATCH VAULT INLET N 162767.52 • E 1307492.54 IE 418.50 A N 162767.30 E 1307493.80 IE 417.51 ) ........................................................................ : • • 5'X1 O' GRATED ACCESS HATCH PROPOSED GRADE EL 428.14 5 X 12-6" =::----.._ GRATED ACCESS . HATCH VAULT INLET N 162672.56 N 162671.90 E 1307496.87 E 1307406.27 IE=418.45 fE• 4 1 8.50 5' X 12-611 -c===J •~c"'---~-~"" GRATED ACC~ HATCH 2' -6"x21 -3" _ _,/ HINGED ACCESS LID (TYP 4 PLACES) VAULT INSIDE CORNER tl 162672.5+ E 1307494.56 N 162672.53 E 1307 494.62 • ! ..................................................................... . . . . . • • . . . . VAULT ACCESS CD VAULT SECTION PROPOSED GRADE EL 428.14 I I un I I I I I I I I I • 0 U) VJ I 1 "= 1 o· ,.... _L II LlJ • z r 1 o s 01111/11111111111/11111111111/11111111 oiiiii..iiiiiiiiiiiiiiiiiiiiiiiil2 o scale PROPOSED GRADE AT VAULT EDGE EL 427.0± feet 5'X12' -6" GRATED ACCESS HATCH lF===4=2~6-~8± 425_.40 "~~~~~IQ__----~:ti9 ~ ¥ANHOLE FRAME AND 'to x<C'l ~ LOCKING COVER -::;, BOTTOM LID ELEVATION . 424.20 OVERFLOW RISER ELEVATION 423.50 423.51 ELBOW RESTRICTOR ELEVATION 422.SO 422.51 3" x 0.90 GAUGE SUPPORT BRACKETS @ 3' -0" CTRS. MIN. A.B. 1 8" CMP CROSS FLOW RESTRICTOR STAND PIPE. BOTTOM OF SHEAR GATE ELEVATION 419.44 A.B. 12" INLET ELEVATION 419.SO 419.44 1 DO-YEAR 'v WSE 423.66"' 423.62 . - z ::;, ==1 N ' N - SHEAR GATE W CONTROL ROD FOR CLEANOUT/ DRAIN (BEND ROD AS REQ. FOR VERTICAL ALIGNMENT W/ COVER) 12" OUTLET ELEVATION 419.50 419.61 REMOVABLE WATERTIGHT COUPLING OR FLANGE. PRIMARY ORIFICE PER KCSWDM SECTION 5: r-6" DIAMETER ELEVATION 417 .50 417.56 BOTTOM OF STRUCTURE EL ATION 415.59 A.8 . ALUM. RESTRICTOR PLATE WITH ROUND CLEAN A.8. 1-1 /8" DIA. ORIFICE CUT IN 12 GA. PLATE & WELDED TO ALUM. CMP CROSS. z :::,, ==,,=:== N ' TYPE 2-54" CATCH BASIN ' LOWER LEG OF FROP-T SHALL HAVE A WATER TIGHT GASKETED BAND TO ALLOW REMOVAL -;....~=*-+ -I I 6" MAX. ALUM. RESTRICTOR PLATE WITH ROUND CLEAN 1 2 DIA. A.B. ORIFICE CUT IN 12 GA. PLATE & WELDED TO ELBOW. ELBOW RESTRICTOR DETAIL ED CONTROL STRUCTURE HOLLOW CORE VAULT LID. SEE STRUCTURAL N. T.S. 48" MANHOLE LID MANHOLE STEPS 24" MANHOLE RISER W/ RING AND COVER . PER__ C,O.R ·STD. DET. 616 PLANS. ~\==--==-:i=:--t:::.-:;;. ':;. ~~f/:_::=~~=-=--=j I--+----, ' . _;,,· ·-;;;;;t;;;;~ NEENAH DRAINAGE GRATE R-4380 OR R-4385, D&L C-1012, OR APPROVED EQUIVALENT W/ LOCKING LID MIN. ACCESS ROAD GRADE EL 426.9± CD • 4. • ·, ••• <:i. ••• . , • ., VAULT ACCESS N. T.S. CD 12" MINIMUM R.C.P. CLASS Ill FINISHED GRADE mm -1, 111 111 I ' 11 i 11 111~1 111-. 111 _, VAULT LID VENTILATION OPENING N. T.S. -VAULT 1-NSID-E TOP--~~~~+vo/o/o/o/~o/«<Zo/~«~«+~<z;(~vv~~~vvo/o/o/+o/vZo/'Z -----IJ-s·~" ~~ 1~1:~~ / J__L' -.,------1_.1..L,~~-'D-"-i;~µ, -", -.:,.' -;,._, ..),._ • .'6..."---,~~~~~:..=~~.~ •• )....';_~, ....:o • ....:c, ~ .• -'D-~~~~~~. ~w, '"'-.~;;:,_:::,_CL, ~.~.~~~~~~~~~~~~~~~-'LLl---~~ • • ' • . ' • .,._,' 4.10' DETENTION . /-{V/ ,/ 4.01' /, -EL 423.60 8.50' EL 423.62 0.38' ,>-I--'--·'-~ EL 419.50 ~.8. VAULT BOTTOM EL 415.00 / · 4.11 ' -+!-DEAD • STORAGE -EL 419.61 EL 415.50 A.8. -------+ -, 4 4 4 4 '\,_ ,,/ ., .:l ~ ".o ,,;l ,; 4 4 ,l " 44,., <I ~ " ,'\ 96.00' A.B. ED VAULT SECTION 1'=51 R:\Projects\247 (Viking Bonk)\001-09 (Sondhu)\As-builts\sheets\SD-vt01-ub.dwg -Scale: 10 VAULT OUTLET IE 419.50 A.8. ' ' • " .. .. • -0 .. -9 u .. z a, u -rn 0 .; • ~ 0 N ... ! --~ .. I 0 ID .... .. • :c > <II IL - • 0 .c Cl -... ::, ID '9 0 rn Cl ... ... II) .c ',olDca ID <D CII t: > .... ::> .,.<D0,c111 lo: ;-:;~:t~ I 1:11.. ~ ->C • i II. 0 ••• -m -• CC:'l""ID=11: c- ID Ji! 0 O 01 o .C C = -"" • .c O 0 CJ > IO ll. 11' IL .., CJ C I-0 w ..... UJ w ·-:I: > Cl) ·-f/J "C ..... -I .c :-.:... -:, :, < en'° I-w I :, Cf) C .c< I- "C ...J C ::> a, < > en C4.4 PLAT KING NO. __ L03P0027 __ COUNTY, WASHINGTON I_ ------- u <c( --.! --J '"' Q u~ ~ 0 I (O ,:_J u, -a I [7', LCJ ,, ~, ., NOTE: SURROUNDING HOUSES SCAL[D FROM O.D.[.S. W[B SIT[. _ _ _ S'BB '06 59"E 41]_97· (C,1LCD.) --------- (Q!_)/IJO CONCF?EJ[ AlONU,'.-fr-.,\Jl " B'.:>'C'" ~/AIL '-' fV--1.)_J ,, !';,'-, A, ,f\J r. i';;5fC riON OF . , Ir '--\ c_, J,c_. (.:... i '2-U"I '\"-,. ,-~- S. [_ "f,_':;QTh' ST (H[LU) , VIS/T[C Oi'J 6-.13-02 I R-6-SO --------- ___ [ __ _ 1-·1·-1,:;· rve::,~/ ·~-J-~U ,, ,c._,o.:=, .2'3 /3_.:/2. (ESM) 1Jl'f-'j' (Dl•/l ' Cf, '..J ' "--"" ) ---~ -- - L T 1/4 WES co RN(R SE 180TH ST ' - c.J c.J v; 0 w <,! ~ "' -c "' "' "' C, -" -- S.£ 186TH ST. R-6-SO 30' I SIT[ SE. 184TH ST. VICINITY MAP ,·--- I I p i=".:' '--.J -,r I -.! ,-J I l} ~ -a I.[] C) 0\ -.a I cr1 111 "7 ,-, I., ' ·--- --·'.XJ r,_J SE 182ND ST. c.J v; <,! "' "' ~ "' - ~ j{ ~ CENTER OF SECTION N. T.S. !---- 29qJJ2' (CALC D.) 300.00 · ([,LED) LOTS 4 THRU 13 SHALL HAVE INDIVIDUAL ONSITE ROOFDRAIN COLLECTION SYSTEMS CONNECTED TO A DRAIN PIPE roR Dlr~ECT DISCHARGE TO THE WETLAND BUFFER AREA FOR RECHARGING THE WETLANDS. • l,_ 'S.j-C) LOT6 R-6-SO AREA S!JMMARY: (A) TOT'.l SITE AREA LESS: W, TLAND AREA BLFFER AREA SUB-TOTAL ST)RM DRAIN TRACTS O~SITE RECREATION (B) SUit-TOTAL REDUCTIONS = NET BU LOABLE AREA (A-B) - ZONING: R-6-SO (6DU/ACRE) Mll"MUM DENSITY (85%) MI-XIMUM DENSITY = ~ HOUSE 273,120 S.F, (6.27 ACRES) 76,558 S.F. 84,818 S.F. 161,376 S.F. 21,422 S.F. 6,630 S.F. 189,428 S.F. 63,692 S.F. (1.76 ACRES) (1.95 ACRES) (3.71 ACRES) (0.49 ACRES) (0.15 ACRES) ( 4.35 ACRES) (1.92 ACRES) = 12 LOTS -10 LOTS = 56 LOTS (6 DU/AC , 1.92 ACRES) (0,85 * 12 LOTS) (9 DU/AC • 6.27AC) OPEN SPACE TRANSFER CREDITS = 2 LOTS (3.72AC , 0.5 DU/AC) PRELIMINARY PLAT FOR KULWANT SANDHU (BENSON TRAILS) LOCATED IN THE S.E. 1 /4, OF THE N. W. 1 /4, OF SECTION 33, TOWNSHJJ:J 23 NORTH, RANGE 5 EAST, KING COUNTY, WASHINGTON 0240 I \ \ I R-6-SO 0042 I I I I I I W.M., HOUSE 001S -n R-6-SO 1:( [""<".;? [~= '~ ::r_·, .. 1.J PROPOS[D O[NSITY: J UNITS P[R ACR[ PROPOS[D US[: SINGL[ FAMILY O[TAC/-1[0 CODE ANALYSIS: (R-6-SO) MINIMUM LOT WIDTH = 30 FT MINIMUM STREET SETBACK = 10 FT MINIMUM INTERIOR YARD SETBACK -5 FT BASE BUILDING HEIGHT ~ 35 FT MAXIMUM IMPERVIOUS SURFACE PERCENTAGE (PER LOT) ROAD WIDTH (MINIMUM) EASEMENT WIDTH (BOTH SIDES) LOT AREAS (LOTS 1 -17) IMPERVIOUS SURFACE AREAS: PAVEMENT AREA (ONSITE) PAVEMENT AREA (OFFSITE) SIDEWALK AREA (70% OF LOT AREAS) SUB-TOTAL NEW IMPERVIOUS EXISTING IMPERVIOUS (REMOVAL) TOTAL INCREASED IMPERVIOUS = 70% = 22 FT = 10 FT ~ 59,639 S.F. (1.37 ACRES) 3,508 S.F (AVERAGE LOT AREA) = 10,653 S,F. -3,096 S.F. = 6,462 S.F. = 41,747 S.F. ~ 61,958 S.F. (1.42 ACl<ES) ~ 9,204 S.F. (0.21 ACl1ES) = 52,754 S.F. (1.21 AC11ES) oooq 0060 I SCHOOL DISTRICT: RENTON SCHOOL DISTRICT 403 ( 425) 204-2300 FIRE DISTRICT: DISTRICT 40 CASCADE VISTA (425) 255-0931 POLICE SERVICE: KING COUNTY SHERRIFF, PRECINCT #3 TELEPHONE: QWEST (253) 372-5368 (206) 296-3883 ELECTRIC SERVICE: PUGET SOUND ENERGY (253) 395-6909 NATURAL GAS SERVICE: PUGET SOUND ENERGY (253) 395-6909 WATER SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-990D SEWER SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 CABLE SERVICE: AT&T BROADBAND (253) 437-6886 ------------·--- ------------------·--------------·----- ------- 1" =50' BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE N.W. 1/4 OF SECTION JJ, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., BEING NORTH 88'02'39" WEST, AS SHOWN ON THAT RECORD OF SURVEY FILED IN VOLUME 67 OF SURVEYS AT PAGE 287, UNDER RECORD NO. 8909019020, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988. BENCHMARK: W.S.O.O.T. MONUMENT 10 #5124 KING COUNTY BRASS DISK SET IN THE SOUTHWEST CORNER OF A SIGNAL POL[ BASE AT THE NORTHWEST QUADRANT OF 10BTH AV[. S.[. & S.E. 192ND ST. ELEV. ~ 456.13 U.S. FEET. CONTOUR INTERVAL: 2.00 U.S. F[ET. PRORATION NOTE: BLOCK 2 HAS B[[N PRORATED BASED ON MEASURED ANO CALCULATED DIMENSIONS. ALTHOUGH THE DEED FOR PARCEL "A'' CALLS OUT 'EXCEPT THE W[ST JOO FEIT' OF LDT 5, PRORATED DIMENSIONS OF LOTS 5, 6 AND 7 WERE HELD IN ORDER TO KEEP THE WESTERLY LINES OF PARCELS 'A" AND "Fl' CONSISTENT. LEGEND: FOUND MONUMENT AS DESCRIBED. SIT 1/2" REBAR W/ CAP ':-l,. ~t(J.t-· fa' ./'' ~ r1i ;,@ "LS 18898/37540" FOUND REBAR OR IRON PIP£ AS DESCRIBED. UTILITY POLE T[L£PJ-/ON£ RISER WATER ME:TER FIRE HYDRA.NT SEE TRl:.E LEGEND SEE TREE LEGEND DATA POINT FlAG WETLAND DELINEATION FLAG STREAM EDGE DELINEATION FLAG UTILITY PAINT LEGEND: ------G-- --T-- --~/,I--- GAS UN[ PAINT TELEPHONE UN[ PAINT WATER LINE PAINT TREE LEGEND: T-1: JO" PIN[ T-2: JO" FIR T-3: 10" SPRUCE T-4: 20" COTTONWOODS (2) T-5: 20" ALDER T-6: 24" HOLLY T-7: 20" HOLLY T-8: 24" HOLLY T-9: 20" ALDER T-10: 34" FIR T-11: 26" FIR T-12: 32" FIR T-13: 18" FIR T-14: 22" FIR T-15: 18" HOLLY T-16: 24" FIR T-17: 22" F T-18: J FIR T-1 : 36'' CEDAR -20: 18" SPRUCE T-21: 20"' CEDAR T-22: 18" SPRUC£ -~----- PROJECT OWNER: MR. l<ULWANT SAND 13989 SE 159TH RENTON, WA 98058 SURVEYOR : (425) 269-7270 OWEN B. HILLE, P.L.S. CRAMER NORTHWEST, INC. 945 NORTH CENTRAL, SUITE KENT, WASHINGTON 98032 (253) 852-4880 104 WETLA'JD SCIENTIST: MS. DARCY MILLER B-,WELVE ASSOCIATES, INC. 11 03 W. MEEKER STREET, SUITE C KENT, WA 98032 (253) 859-0515 RECr:lVED OCT i 2 2001+ KING COUNTY LAND USE SERVICES LD3f0021 • --------------- (/) ._ Q) Q) C ·-()) C w (/) ._ Q) C C 0 CL (/) ._ 0 >- Q) > ._ ::i (/) L(J L(J "' ... I N L(J "' ~ N t<J "' L(J ON "' '-' "' • z~ L(J 0 ... " "' 0 '-' 0 00 00 ... I N L(J 00 ~ ' 0 z w I- <( () ,.. ~ w () • V1 • _J ' a. • ' C ] .. w ';;: 0 ,__--------------------·--------------------------------------------,~'TNAi,'ir"iwri'iAiii""i17i'.'scTci7<'iim"ii'im'ANii77cRi'Amr;:;;;;;T,;-"i"l'"7iii'.iici'.w-:;-;;;;;-:=;,-;;;;,;~"7w";;--;;;'.===~:-n:;-;;-~-::=~-~~~=="',,,,,_.;..:u PROJECT NAME· l(ULWANr RO.S" CO JOHN RIJTLANC!f/CR[ATE:D: MfJn J,.n 17 08:09·34 2002//r>RfV. P/OT: Mon Od If 10:27:30 209'f'PLOTT[O: Mon., Oct. 11, ,?004, 10::52:/.5 C:\WORKING T,\,/ !08S\2002-088newlines.p,"--ec, ~ I J!IJ --.-----------------------~---· --' --------~----.·------ --~- ------·--- _, _ ___.. ............ .,., __ , _______ .,,_Eff_0 ___ ,,, ____ ,.,_,,_n_~-----~~~-.. tt""''s0<>"G __ ,,_, __ , _____________ , __ -----~----------.... ·--·--·-M0@0 __________________ "9~0·--·-·--·->l-W--·-··---, .. -.. -· .. ···*-·-.. -·8--0-·00------~--~ .. , ,-~.........----------... ,-,.---·----·----·-··---·--·--·-----·--··-··-··--·----·--·--·--,-------------------·---------------------·-------------------,,r -·-----------, I .PltE1LJ(1v.fINARY PLJ.lT I ! .',AJIJ.Dff{J Klfl~ fVA.NT (BENSON ~rRAI,SS) F'Ofi: l\iO. L0~5PCJ0:?7 _ . ---------·--·-------~ --- i ~:==:~ co u r~TY, VI/A'.3HINGTON r(iNG ()}? J,OC,4TED S.E'C'TJO]I"/ ,'3 3, !JV T.t!E' S'.l~'. 1114, OF T}JE .N. W. 1 / 4, 'TOT//,fl!Sf!JJ 3 2,'3 NOR~fl-1, .RANGE' 5 EAST, W.M., f.............,,~,"""""""'"'...........,"' n=,._.-.....,.,,,,,-,.,...,,,,.,_,,,~-..m.,,-,_,,., .. ~-w----"''™"'™""" ____ ,_ l l i j ' I ! ' i ! j ! i I l -~ -L, '·:, ,-, ' . --: . ,-,.-, . '·' ·-, ., i _, NOTE: SUF?ROUND/NG HOUSE:S SCAL&:D FPOM D.0.£.S. WEB Sit[. ------- -,(r'/' '. .. , ' ' ,'-,L. L I ) :;-'J-o::. R-6-SO C,''.)b-, '')", 'J··:"c· r·,-· ---~·'· '--~--,c. lj/_'Jb .}(1,).:_l(._.! ,•-- ' -/ -----~--. -------. I I l ' l I ' I f I l ' ; ' ! j I ' j ' l I '/ I I I l ! I ! 1 l ' \ i i \_ ·-, R-6-SO ,---,-, JC,' ------~. ..... , _____ ;,~: .'t•-; / h'E /'/. V/. ,Li_ t; C ii 'I ~ '--'' ''.". ? ~-'' C' ui .' ------~ !··- ~-, ,-.,, ' ,-,-. ' - --: ~ ' "''Cr, -_., j ~ . --' .<t-1 --.c ' .• I , / ' '' I ,~ " .. , -. S' ~ . - '·' ,_...., ''·' I --, '·' ,, '.."~, '--' ,~ ________ _1_ .'·:~:.!.:._'.~. ,-c,1,,' :/·;,,\_ :f:' -~,.i·-·,-- '/. / ,' -:' /:l'' ~'.i_U;',,:,'~·\;[_7,<: -';c·,p 'i/,I P:j,\/,~·H ~ra'f_:...·:, .'-•.: //E:~·--'/·L l."(1il't,1[.',' St,:. 3J. --------------- ;._ ._'; ti/ , S. '.) C., 'i. ,' .. /. '" I v, I !,L] ! ~, -,:: I :c ' :;; I --! -1 S.E. T 80 TH SI c,j vi ec I .. , I '<(' .r:: I , __ ' •o I :: I :i (~··------.-·---- 1/f:ST ! /4 COr\'N[R : I ' ,-1 I 51[[ I I s £. I I'" vi ~ s: ·c c. ,. ~, ,- 1 ~. --S.[~;H sf:-\---;@ I CENTER OF I I SCCTION 182ND ST. ----(C/1. c_-,1__:_,, JOO.on. ")n, ' ,,--,, L _':] :I Uc:' r,','/,c i, L'.) JOi).CJO · 1..0TS 4 TH!~U 13 SHALL HAVE INOl\/18UAI_ J/\SIIE f"OOFDRAIN CO\.-:_ECTION SYSTEMS CONl~ECTED TO A DRAIN PL'E FOR D1;:;:ECT DISCHARGE TD -f.--1,~ Wl,-L<\N:. BUFFER AREA FOR ----- I HOUSE !'\REA SUMMARY: i (A) TOTAL 'iiTE AREA I = 1.ESS: WCTLA.;~J AREA BUFFE,< AREA SUB-TOTAL STORM DR/\IN Tf~ACTS ONSITE RECREATIO,~ ( 8) SUB-TOTAL REDUCTIONS - NET BUILOASLE AREA (A-B) - ZONING: R-6-'.;Q (1'.)DU/ACF~E) ~'11Nl~~l_;M DC:NSITY (85%) ,'"1AXI.V.UM DENSITY = 273,120 S.F. (6.2"/ ACl1ES) -/6,558 S.F. 84,818 S.F. 161,376 S.F. 21,422 S.F. 6,630 S.F. 189,428 S.F. 83,692 S.F. (1.76 ACRES) (1.95 ACRES) (3.71 ACRES) (0.49 ACRES) (0.15 ACRE:3) ( 4.35 ACRES) (1.92 ACRES) -12 LOTS }6 OU/AC 1< 1.92 ACRE:S) -10 LOTS 10.85 • 12 LOTS) -56 LOTS (9 DU/AC • 6.27AC) .p1 ,1 ,. ,' ' '-'' 0240 'vV / (/,/' ---- CODE 1\NALYSIS: (R-6-SO) MINIMUM LOT WIDTH M:NIMUM STREET SETBACK MiNIMUM INTERIOR YARD SETBACI< BASE BUILDING HEIGHT MAXIMUM IMPERVIOUS SURFACE PERCENTAGE (PER LOT) ROAD WIDTH (fAINIMUM) EASEMENT WIDTH (BOTH LOT AREAS (LOTS 1-17) SIDES) KJJ,!G = 30 FT = 10 FT = 5 FT = 35 FT = 70% C'Ol!1'lTY, WAS,f!JNGTON R-6-SO 0042 I I I I I I I I 00?2 r--------------------------------- HOUSE ooq3 R-6-SO 0001 SCHOOL Dl:iTRICT: RENTON SCHOOL DISTRICT 403 ( 425) 204-2300 FIRE DISTRICT: DISTRICT 40 CASCADE VISTA (425) 255-0931 POLICE SERVICE: KING COUNTY SHERRIFF, PRECINCT #3 TELEPHONE: QWEST (253) 372-5368 (206) 296-3883 ELECTl<IC: SERVICE: PUGET SOUND ENERGY (253) 395-6909 ,---------- PROJECT OWNER GRAPHIC SCALE "" -o· ' = ::J 50 BASIS OF•' BEARINGS: BEARINGS SI/OWN H[R[ON AR[ BAS:D ON THE SOUTH LINE OF THE N.W. 1/4 OF S[CTION JJ, TOWNSHIP 2J NORTH, RANGE 5 UST, YI.M., BEING NORTH 88'02'J9" WEST, AS SHOWN ON THAT RECORD OF ,•JRVEY FILED IN VOLUME 67 OF SURVEYS AT PAGE 287, UNDER RECORD NO. 8909019020, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM: NORTH AMEJ,ICAN VERTICAL DATUM OF 1988. BENCHMARK: YI.SO.O.T MONUMENT 10 #5124 KING COUNTY BRASS DISK SET IN THE SOUTHWEST CORNER OF A SIGNAL POLE BASE AT THE NORTHWEST QUADRANT OF 108TH AVE. S.E. & S.E. 192ND ST. ELEV. = 456. 13 U.S. FEET. CONTOUR INTERVAL: 2.00 U.S. FEET. PRORATIO"J:I N01'E: BLOCK 2 ll4S BEEN PROR4TED BASED ON MEASURED AND CALCUlATED DIMENSIONS. ALTHOUGH THE DEED FOR PARCEL "A" CALLS OUT "EXCEPT THE WEST ,JOO FEEr' OF LOT 5, PRORATED 0/M[•/SIONS OF tors 5, 6 ANO 7 WERE HELD IN ORDER TO KEEP TH[ WESTERLY 1./NES OF PARCELS 'A'' ANO "8" CONSISTENT. LEGEND.· FOU.'W MONUMENT AS OESCR/B[D. S[T 1/2H fll:BAR Y>'.I CAP "LS 18/398,'37540" 0 :g rn "' ~1.,. l,tJ',, ij~ FOUN0 R[Bl•P OR IRON PIPE AS D . ."SCRIBED. UTILITY POLE TELEPHONE RISER WATER METER FIR[ HYDRANT E:~T TRE[ f. _ _L-;';[NiJ SEE TR,:T LEGEND (~1~) DATA POINT FLAG ,,""·--;' I \~\rj> I r.'P (- WCTlAND DELINEATION Fl.AG STREAM EDGE. OEUNfA1/0N FLAG UTILITY PAINT LEGEND: -G,-- --T-- ---w-- GAS LINE PAINT TELEPHONE LIN£ PAINT WATER LINE PAIN/ TREE LE'GEND: '/-1: JO" PINE T-2: JO" FIR T-J: 10"' SPRUC[ T-4: 20" COTTONWOODS (2) T-5: 20" ALDER T-6.· 24" HOLLY T-7: 20" HOLLY T-8: 24" HOLLY T-9: 20" ALDER T-101 34" FIR T-11: 26" FIR T-12: J2" FIR T-13: 18" FIR T-14: 22" FIR I-T5: /8" //OLLY T-161 24" FIR T-17: 22" FIR T-/81 36" FIR T-19: J6" CEDAR T-20: 18" SPRUCE T-211 20" CEDAR T-22: 18" SPRUCE MR. l<ULWANT SANDHU 1398\i SE 1 59TH PLACE RENTON, VIA 98058 ( 425) 269-7270 CIVIL EN'~iNEER: MARK IV,/, STIEFEL, P.E. STIEF[~ ENGINEEF,ING 22312 113TH AVE. S.E. KENT,. WASHINGTON 98031 (253) 854-7472 RECEIVED I • ~ (/J '- (l) (l) C ·- 1/) "' en 'S" I N 1/) 00 ~ '° 0 0 ..,. • 0 z w ~ u L,_ f-a:: w u 1/) ..J • a.. C: 0 :;, 0) N "' C o "' It) w f- <( 0 w ro en N ~ (/J '- (l) C C 0 0... ~ © <( ~ 3: -E • f-0 z~ w~ 0 u • J: C .. "' 01 I.. • 1-~ oo ,uow «:i' ....... i: ~ w 002~~ ~If;, -@ :r:' . l() ,-w N C oj f-~ u (/)0 0~ o .... a .. co_J>-LO _J ..__,, -en <l'. I -c:( II a:::.-~o~ >-I w z w ::.::::w W ~ U.....J Q) (/J U O w <( I(.) (.) 1/) • z~ '-·-0 == 1t2 r7 SURVEYOR : NOV j 7 2003 s. ~ ~ ! WATER SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 I L ( ) KIN'' e (l) = 59,639 SF. (1.37 ACRES) O'NEN I 8. H LLE, P .. S. 253 852-4880 "' OUN1Y > 0 NATURAL GAS SERVICE: PUGET SOUND EN[RGY (253) 395-6909 3,508 S.F. (AVEIV\GE LOT AREA) SEWER SERVICE: SOOS CllEEK WATER & SEWER DISTRICT (253) 630-9900 CRAMP;R NORTHWEST, INC. I.AND USE SERVICES ff'( '-:2 :C Cl:: IMPERVIOUS SURFACE AREAS: 945 NORTH CENTRAL, SUITE 104 -------1.V ::l -., en a:, ~t0~t!~~; ~~~ fg~J~:1ti :: 1f:cfil ;:: CABLE SERVICE AT&T BROADBAND (253) 437-6886 KENT, !,WASHINGTON 98032 ---R-E;v·-···----1--s-.. -.10~ N' : u~ (/) ~ ~1· . SIDEWALK AREA -6,462 S.F. WETLAN N T = <a: '' (70% OF LOT AREAS) = 41,7',7 S.F. DSCIE TIS: '0 -;G 1 ! I ' -~ 5.£ 186TH ST. SUB-TOTAL NEW IMPERVIOUS = 61/J58 S.F. (1.42 Ac:RES) MS. D1\RCY MILLER (253) 859-:0.5..1.5>---"' ,_: ~ OPEN SPAC': TRANSFER CREDITS = 2 LOTS (3.72AC , 0.5 DU/AC) EXISTING IMPERVIOUS (REMOVAL) = c 8,i0', S.F. (0.21 ACR~~) 8-TW[lLVE ASSOCIATES, INC. 2;, co ·: .,."( TOTAL INCREASED IMPERVIOUS = 02,154 S.F. \ 1.21 AC.Rco) 1103 l;v. MEEKER STREET, SUITE C ''° V/C.'N/TY ,!AA? KENT, IWA 98032 n• " ,..,._,. ,. . .,..,,. "'""" ~-""""'"'' __ ,,..,_, ..... P F~OJ re r N/\M E: KUL 'NAN r R. o .s. G/0 ·-:J o~H-::N~R:,U;:,TU\:-;:::N;:,0/'7!7;ce;R;:,£;A r"'c''7o", -:,,;o·-:n-J;u-:n:-,1,:7 ·o;"'a", o"'g"',' J;-1,-,2'0;"0 2"';";"P"li;:,E"v.""'""' 0"1'"·, -:/J.,.o-n-.,.No-,,-,.,-.7...,.11~14·0'"3'": 2"0"""2"0",1;''·"PL"'o"r"r',"'n",-,c,· o-n-.. -,N,-o ,-. ..,.,. 1'". "'2"'o"'o"J•, "'1"'1."'· 4"'a"", 5-,7:----,c'°:'"\ w"'o"R"K~rN"o,;· ::,;,.M,-J'o"a"'s"""\ 2'002-OBBne wlines. pro ' ., NOR'l'fl LEGE'ND: 0 25 50 100. ' 0 "" <I, Ji¥ ?.:f\ ~~ f!-:J '@ ( './'Fll~E r -1: JO" T-2: JO" r-J, 10 .. T -4: 20" FOUND lv/ONU,,AENT AS DESCRIB[O. S[T 1 /2" REBAR W/ CAP ''LS 78898/37540" rouNO REBAR OP IRON PIPE \c Dt·s··,,1aro· j. ;:, " \..,I -• UTiLITY POL[ IELEP! ION[ i?IS[R ~\,ATER MET[R np[ HY019AN r S[[ TR[[ L[GENO S[[ TR[[ L[G[NO DATA POl.1\/T FLAG W[TLAND DELINEATION F"LAG STREAM EDGE O[LINF:A TION FLAG LE'GEND· PIN[ T-12: 32" Ff!? T-IJ: 18" 5PRUCC T-14: 22" COTTONWOODS (2) T-'15: 7 8" T-5.· 20" ALD[R T-16: 24'' T-6: 2 ,I " + ~i'OLL / T-17; 22" r-7: 20" HOLLY T-18: .., ,,. " JD T-8: 24' HOLLY T--I 9: J6" T-9: 20" ALD[P T-20: } E3 '. T-10: J 1" ,, FIR T-21: 20" I'-11: 26" F"iR r-22: 18" R-6-SO --" n.q r1R FIR HOLL Yi FIR FIR I FIR I CEOA!f I ' SPF?Ur'[ CE 0-1,[ I SFRJc[ JO' c-----. '" 0 ·"' I u _, I oeci; ,2 -o, C, (N01' TO SCALE) It-6-SO rOIJi'/0 CONCR[If MO/\IU,1,![NT W/ 1/47 ' BNAss"""F!A11__. -- AT INTERSECT/OU OF 120TH AV£. $.£. & ,. ,·· '80"' I ~-·r f· .,.LP) ,::,.c. , 1r ::,, .. _nc '._) VIS!T[O ON 6-1 J-02 AREA SUMMARY: LOT 4 (A) TOTAL SITE AREA LESS: WETLAND AREA BUFFER AREA SUB-TOTAL · STORM DRAIN TRACTS ONSITE RECREATION SUB-TOTAL l<EDUCTIONS - NW 1/4 SEC 33 T 23 N R 05 E., WMv PARCEL NOS. '-6199600282 AND 6199600320 273,120 S.F. (6.27 ACRES) 76,558 S.F. 84,618 S.F, 161,376 S.F. 21,422 S.F. 6,630 S.F. 189,428 S.F. (1. 76 ACFlES) (1.95 AGRE;,) ( 3. 71 ACF<ES) (0.49 ACRES) (Q,J 5 ACl"<ES) ( 4.35 ACRES) I \ I \ MINIMUM LOT WIDTH MINIMUM STREET SETBACK MINIMUM INTERIOR YAF<D SETBACK BASE BUILDING HEIGHT - = = = 30 FT 10 FT 5 FT 35 FT MAXIMUM IMPERVIOUS UT If J1'Y p iJJVT SURF ACE PEHCENTAGE (PER t.o· ) = /0% · I:t-6-SO \ I LEGE/VLJ.· GAS Ul\lE PAIN[ ROAD WIDTH (MINIMUM) EASEMENT WIDTH (BOTH ----·----= 22 F~frL[,OHON[ UN[ PAl:VT SIDES) -1 D FT WATER UNt.· PAIN/ -59,639 S.F. (1.37 ACRES) I \ I \ • ' I I I I I ' ' I I (B) LOT AREAS (LOTS 1-17) IMPERVIOUS SURFACE AREAS: 3,508 S.F. (AV£RAGE LOT AREA) NET BUILDABLE AREA (A-B) - ZONING: 83,692 S.F. (1.92 ACRES) R-6-SO (6DU/ACRE) MINIMUM DENSITY (85%) MAXIMUM DENSITY -12 LOTS (6 DU/AC • 1.92 ACRES) -10 LOTS (0.85 • 12 LOTS) -56 LOTS (9 DU/AC * 6.27AC) OPEN SPACE TRANSFER CREDITS = 2 LOTS (3.72AC • 0.5 DU/AC) PAV£MENT AREA (ONSITE) PAVEMENT AREA (OF~·stTE) SIDEWALK ArlEA (70% OF LOT AREAS) SUB-TOTAL NEW IMPERVIOUS EXISTING IMPERVIOUS (REMOVAL) TOTAL INCREASED IMPERVIOUS - - = - - -- 10,653 S.F. 3,096 S.F. 6,462 S.F. 41 747 ;,.F, 61,95B ,-F ~l, . (1.42 ACRES) 9,2D4 S.F. (0.21 ACRES) 52,754 C' F ~-. (1.21 ACRE~-- R-6-SO \ \ LEGAL DESCRJ(-)TJQN: PA/?CEL A: \ ' (PEFI STATUTORY WARRANTY DEED RECORDED UNDER RECORD NO, 9705221'.196, FIECOROS OF KING COUNTY, WASHINGTON,) ' LOT 5, BLOCK, 2, NORT/IWESTERN GARDEN TRACTS, DIVISION NO, 6, ACCORDINGI TO THE PLAT Tflf.R[OF RECORDED IN VOLUME 46 OF PLATS, PA,;E(S) 100, REGO/IDS OF KING COUNTY, WASHINGTON; EXCEPT THE •(£ST JOO FEET THEREOF; ANO \ THAT PORTION \or THE SOVTIIEAST QUARTER OF Ti/£ NORT/1W£ST QUARTER OF \ECTION 33, TOWNSHIP 23 NORTH, RANG£ 5 £AST, W.M.. LYING B,[7WEEN THE EASTERL y AND WESTERLY LINC:$ or TIIE BONNEVILLE Tl'ANSMISSION LINE RIGf/T-OF-WAY, AS DESCRIBED IN ~~7:~u~:r~~Eitc?::Eio:;:~N:ug;~~'; :.1L!N~0 rH~1 ~~:~ t1~1~ . OF LOT 7, IN !8LOCK 2, NORTHWEST GARDEN TRACTS DIVISION NO. 6, ACCORD/NC TO THE PLAT THEREOF RECORDED IN VOi.UM[ 46 • OF Pl.ATS, PAGE($) 100, RECORDS OF KING COUNTY, WASIIINGTON, EXTENDED fAST[iiLY. PARCEL B: TRACT 7, BLOCK 2. NORTHW[STF.RN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT 1HE'R£0F RECORDED IN VOLUME 46 OF PLATS, PAr.£(5) 100, RECORDS OF KING COUNTY, WASfllNGTON. BOTf/ SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. NOTES: 1. MONUMENT'i 'LAST VISITED 06-1 J-02. 2. RfFERfNCE SURV[Y VOLUME 67, PAGE 287, BY f:SM INC. BASIS OF B£P81NGS: BEARINGS SHOWN HEREON AR£ BASED ON Tl/£ SOUTH LINE OF Tl!£ N.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 £AST. W.M., Bi'ING NORTH aa·o2'J9" WEST, AS SHOWN ON THAT Rf:CORD OF S(IRVf:Y FILED IN VOLUME 67 OF SURVEYS AT PAGE 287, UNDER RECORD NO. 8909019020, RECOFIOS OF KING COUNTY, WASf/lNGTON. VfRTl~;;'"DAiUll1 . --- NORTH AMERICAN 1,RTICAL DATUM OF 1988 BENCHMARK: ) W.S.0.0.T. !JONU,VfNF 10 #5124 KING COUNIY BRASS DISK SET IN TH[ S0UTHWE5T CORNER OF A S1/i,~4L POLE ll4SE Al TflE NORfllWE5T DUAOi/NIT OF IO'iTH AVE. S.[. &: S.£. 192ND 51. [LEV, = 456.13 U.S. FEET CONTOUR INTEFNAI.: \ 2.00 U.S. FEET . I WETLAND ON PARCEL A = ±76,522 SO. n. ! WULANO ON PARCEL 8 = ±Ja so. n. I I COMBINED NIEA OF PARCELS: \/ 273,204± SO. Fl, (6.27± ACRES) \ PRORATION NOT[: le;, \ BLOCK 2 //AS 8£tN PRORATED BASED ON MEASURED AND \0 \ CALCULATED DIMENSIONS. ALHIOUGH THE DE[O FOR PARCEL \<;( "A" CALJ.S OUT lXC[PT TH[ WEST 300 FEET" or lOF 5. \ ~ I PEf)FIA{Eo 0/MEN'ifONS OF LOTS 5, 6 AND 7 WERE I/ELD '\~ \iw.-:OFflfJJ. TO KEEP Tl/£ WESTERLY LINES OF PARCELS 'A" \ ,=:, ~{). -B HC0NSIS1U{f. \ i ', ?". ""D ' z \QJ . ..-_~~ \~ n ----o -; I <:.I] ':.,--f"""\ -r \~ ·---;r) - RECEIVED APR 2 l ,.;;011 KING COUNTY LAND USE SERVICES I' ' "' -' ··~ ~ ~,:~ I {PAf~CEL 332305~~ ,\';fl~'"' T ~ ·-..i. ~ z \-." ~, ... 0 \ 'Z. '.)] -5,, " -,., nfT>, , 2--1 ...-; V1 ·ri --~i I FIRE DISTRICT: DISTRICT 40 CASCADE VISTA (42!i) 255-09J1 ; I I POLICE SERVICE; KING COUNTY SHERRIFF, Pf<ECINCT #3 (20,6) 296-3883 TELEPHONE: QWEST (253) 372-5368 ELECTRIC SERVICE: PUGET SOUND ENERGY (253) i t \ 395-6909 ' ' NATURAL GAS SERVICE: PUGET SOUND ENERGY (253) 39cr6909 i WATER SERVICE: SOOS CREEK WATER & SEWER 0/STfllCT (25)3) 630-9900 SEWER SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 CABLE SERVICE: AT&T BROADBAND , ' (253) 437-6886 ' l t 1 ! \ ' (PARCEL 323059027) I (PARCEL 3323059075)1 PROJEC OWNER: MR. ULWANT SANDHU 89 SE 159TH PLACE NTON, WA 98058 !VIL ENGINEER: MARK W. STIEFEL, P.E. STIEFEL ENGINEERING 22312 113TH AVE. S.E. KENT, WASHINGTON 96031 SURVEYOR : ( 425) 269-7270 (253) 854-7472 OWEN HILLE, P.L. S. (253) 852-4880 CRAMER NORTHWEST, INC. 945 NORTH CENTRAL, SUITE 104 l<ENT, WASHINGTON 98032 WETLAND SCIENTIST: MS. DARCY MILLER 8-TWELVE ASSOCIATES, INC. 1103 W. MEEl<ER STREET, SUITE C KENT, WA 98032 (253) 859-0515 FOR PERtvilT REVIEW ONLY (f\JOT FOR CONS'fRUCTION) l.----·------------------------------------------------------------------------------·-" .. -·--·-··-"'*-M~IMl_,,,. ___ .,_l',_XS~W•---·-·"-#-(#'0-9!Z_,,_ .. ,.,._,_W_'t>_t: __ -·-·~ .... -,v_,,_,,,-,.,,-,r,,=w-~;t ___ ,,,., ... ,,,,.., .. ~,.,,,, ,,,.,, '* ,.,, .. .,, . .,,,n,ww1 ,,,.,,, -0 0 -, 1 -··=" .. -= """'" -=-,,.,..,.._ 0 ·--;o,.,.,., 1 -0 1 =• ,.,,. ···,:u em .,.,,.,.,., ,_, '"""" ,. -,,:«· r , t ow re ; o r:e:,w e, ,a t ,w re OM =-• o en · t -ne nno,,.., ,11 t .,.,. r "'° •• d * o st s: : •r • w re h I • iPrr Wtll'a< t : wwrer t • IO>I • , ,,,,. .,,.,,.~,..,.,,.,.w,, .,,..,.,,_,.., ........ ,, . ., "'"" ..... REVISIONS BY DRAIWAGE &: NO"!£$ MWS 3/Hi/O't L[) I' L[) ,- I -s;j-- L() co I ,,--... n LO C's) "--' • • X <( LL . w • (/) ,-N w LO I'--(.'.) co :) 'Cf z z N I'---I O::'. w I w > ,-'Cf w <( n L[) z 0 co (X) (.'.) I I 1--(J') z ,,.....__ w n <( n ,-L[) ....... :s: N __J w N ..___, • LL ,-f--· w n z •• __J 1--N w w (fl C's! '.:,('. 1-- b z 0 (/) > >-O'.) 0 1--L[) m O::'. 0 ::) w IX) CL I-O'J (fl 0 w Wz >-O::'. a: CL a: 0 1--1--<( ::) (/) C) z -::r~ IZ 2 0 I-I __J z -tj-(/] w <( (X) <( O::'. (/] ~-<" CL ----1--w :) z (fl • z I <( -tj-0 0 :s: -st-1--z __J oZ <( :::i C's) W (/) '.:,('. ,-O::'. Dote 10/7/03 Scale AS SHOWN Drown MWS Job 22802 Sheet C.J Of 4 Sheets ~· __ --"'I j' '----.....,,· N flt~ <;OP~ f I ' ChW11-o-,u1otk W I _,_,,. >if ¥ri e .,,..,, 120 ,,w,=:rnwrttrnoe """*'"•"••2 »<IRtstOtltl rr=,.,,.,..,,.,w._.., .. ,w,,snetto w_u,n1· ere I,-,,-,, e'f' we· '11 "'"'"'' • ,,-,-u a tt:O"CI·•• ,r _,..,.,. M F WO r-,-t«=< »'PO In<« t 'eidW09rtO tct1%*rr 11 II 7E 1 •·--•m *' s • "*'"" .,, , »m s ,w,,,n n : ,.,;,..,.,,,, ,., 1, ,, 1<>rw;11111111 c sr,..,,,w, nr owe ff:,nn NOil1'H LEGE'ND: m FOUND /,,,/ONUM[NT AS D[5CR1B[D. S[T 1/2'" REBAR W/ CAP "LS 18898/37540" FOUND REBAR O.R !RON PIP[ AS D£SCRIB[0. UTiLi (Y POL[ TFL ""H0'',· '?JC:[p ._c.1 , .. r.J WtJ[R Mf.T£r'7 Pl,9E HYDr?ANT SE[ TR[[ u:cE:NO S[[ TR[£ LFG/:NO DATA POINT FLAG Wf.TLANO 0[L!N[ATl0t1 FLAG STN/-}\.lvl £DC£ D[Llt-J[A TION rL.AC 1'RE'E: LEGEND T -I: .30" PIN[ T-2· 30" rlR T-12: 32'" FiR T-1J: 18" FIR T-3: 10" SPt(UC[ T-4: 20·· COTTONWOODS (2) T-5: 20" ALO[f? T-14: T-I 5: 22"" FIR 18"" HOLL~ T-.16:24"Ftr? I T-6: 2 11'' HOLLY T-17: 22" FI.R T-7: 20" HOLLY T-IB:36"FIR T-8: 24" HOLLY ' T-19: 36" CEDAif T-9: 20" ALD[R T-10: 34" r!R T-I 1: 26" FIR I T-20: 18" SPRUf£ R-6-SO 1313 16' (MEA8) 1313.4.2" (ES,\/) 131J.8J' (Pl.AT) . - T-2/.-20" C[OA.fi f-22: 18" SPRUb[ I I JO" . a I ':0 Q I '1: 6 0) !('_) "' -·- 1~ I 0.1 '" VICINITY 1\1:AP (NO'f 'fO SCALE) FOUND CON(h:[T£ MO/\i'U.iA£NT /-W/ 1/4'' 8J~A55 NA.1L e,·( AT !NlERS[CTIOt-1 OF ''i' 120TH A\/£. S.[. & c E"" 180TH c..·r fHc' ,"' ~-. ~ • ' ~LJ) V1S!T£O ON 6-I 3-02 I ' 10' UTiLITIES EASEMENT (TYP) AREA SUMMARY: (A) TOTAL SITE AREA LESS: (B) WETLAND AREA BUFFER AREA SUB-TOTAL STORM DRAIN TRACTS ON SITE RECREATION SUB-TOT AL REDUCTIONS NET BUILDABLE AREA (A--8) ZONING: R-6-SO (6DU/ACRE) MINIMUM DENSITY (85%) MAXIMUM DENSITY = = = - - - - - - NW 1/4 SEC 33 T 23 N R 05 E, WM .. PARCEL NOS. ',6199600282 AND 6199600320 273,120 S.F. (6.27 ACRES) 76,558 S.F. 84,818 S,f, 151,376 S.F, 21,422 S.F. 6,6.30 S,F. 189,428 S.F. (1, 76 ACRES) (1.95 ACRES} (3. 71 ACRES) ( 0. 49 ACRES) (Q, 15 ACRE;i.) ( 4. 35 ACRES) \ \ \ \ \ I I MINIMUM LOT ~~DTH MINIMUM STREET SETBACK MINIMUM INTERIOR YARD SETBACK BASE BUILDING HEIGHT = 30 FT -10 FT = 5 FT = 35 FT ll··6-SO \ I MAXIMUM IMPERVIOUS [}1'11,/TY SURFACE PERCENTAGE (PER LOIJ = 9r5Y,NT LEG E/'-1 [J r-10AD WIDTH (MINIMUM) EASEMENT WIDlH (BOTH LOT AREAS (LOTS 1-17) GAS l./1\'[ PArNT _______ ':? 22 FI[L[PHON[ L/h'f ~AIN( SIDES) -10 FT VIAT[f? LIN[ PAINT -59,639 S.F. (1.37 ACf-lES) I \ \ \ ( 1. 92 ACRES) 3,508 S.F. (AVERAGE LOT AREA) 83,692 S.F. 12 LOTS (6 DU/AC * 1.92 ACRES) 10 LOTS (0.85 • 12 LOTS) IMPERVIOUS SURFACE AREAS: PAVEMENT AREA (ONSITE) -10,653 S.F. PAVEMENT AREA (OFFSITE) = 3,096 S.F. SIDEWALK AREA = 6,462 S.F. NEW 8" WATER MAIN I 0 \ \ R-6-SO \ ' \ \ \ I LEGAL DESCRIPTION: PARCEL A: (PER STATUTORY WARRANIY DEED RECORDED UNDER RECORD NO. 9705221296, RECORDS OF KING COUN1Y, WASHINGTON.) LOT 5, BLOCK 2, NORTf/WESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PA(jE(S) 100, RECORDS OF KING COUNTY, WASHINGTON: EXCEPT THE IVEST JOO FEET THEREOF; ANO THAT PORTION OF THE SOUTHEAST QUARTER OF TIIE NORTf/WEST QUARTER OF SECTION 33, TOWNSIIIP 2J NORTH, RANGE 5 EAST, W.M., LYING BETWEEN THE EASTERLY AND WESTERLY LINES OF Tl/[ BONNEVILLE Tf/ANSMISSION L/1/E RIGf/T-OF-WAY. AS t!ESCRIIJED IN INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. J178820. AND LYING BE:TWEEN "ff/£ NOIITH LINE OF LOT 4, AND THE SOUTH LINE OF LOT 7, IN 'BLOCK 2, NORTHWEST GARDEN TRACTS D1VISION NO. 6. ACCORD/NC TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100. RECORDS OF KING COUNTY. WASHINGTON, EXTENDED E:AS7ERL Y. PARCEL B: TRACT 7, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO Tf/E PLAT Tf/EREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASf/lNGTON. BOTH SITUATE IN THE COUNIY OF KING, STATE OF WASfllNGTON. NOTES: 1. MONUMENT$ LAST VISITED 06-13-02. 2. R[FERENCE SURVEY VOLUME 67, PAC[ 287, BY ESM INC. BASIS OF BEARINGS: BEARINGS SHOWN HEREON AR[ BASED ON Tf/E SOUTfl LINE OF TIIE N.W. 1/4 OF SECTION JJ, TOWNSr//P 23 NORTH, RANCE 5 EAST, W.M., BEING NORTH 88'02'J9"' WEST, AS SHOWN ON Tf/AT RF:CORD OF SURVEY FILED IN VOLUME 57 OF SURVEYS AT PAGE 287. UNDER RECORD NO. 8909019020, RECORDS OF KING COUNJY, WASHINGTON. VERTICAL DA/VU: NOR)H AMERICAN VERTICAL DATUM or 1988 8[1/CHMA,~K: W.S.D.0.T. IION/Jll[/IT 10 #5124 KING COUNTY 8RA'i$ DIS/( SET IN Tl/[ SOUTHWES/ CORNER or A SIGNAL POLE f!AS[ AT Ill[ NDRIHW[ST QUADRANT OF 108Tfl A\of. S.£. & S.E. 192ND 5T. ELEV. = 456.1 J U.S. FEET CONTOUR I/IT£/IVAL: 2.00 U.S. FE,7 WU[}ND ON PARCEL A = ± 76,522 SO. Ff. CONNECT TO EXISTING SEWER MAIN lHROUGH NEW EASEMENT I I ' ' lj 'i ----- NEW SANITARY SEWER MAIN . .;_,., (PARCEL 3323059< 27) NEW SEWER MANHOLE (TYP) PROJECT 0 1NNER: I (PARCEL :}323059075)] z <( _J CL >-1-- _J 1-- =:i 0 z <( w C) <( z <( Q'.'. 0 _J <( =:i I-- CL w u z 0 () SCHOOL DISTRICT: HENTON SCHOOL DISTRICT 40.o 1 (425) '104-2300 FIRE DISTRICT: DISTRICT 40 CASCADE VISTA (425) 255-?931 MR. KULWANT SANDHU 13989 SE 159TH PLACE RENTON, WA 98058 ( 425) 269-7270 POLICE SERVICE: KING COUNTY SHERRIFF, PRECIN~T #3 j206) 296-3883 ' CIVIL ENGINEER: TELEPHONE: QWEST (253) 372-5366 ii ELECTRIC SERVICE: PUGET SOUND ENERGY (253) 395-ci909 MARK W. STIEFEL, P.E. STIEFEL ENGINEERING 22312 113TH AVE. S.E. KENT, IJVASHINGTON 98031 (253) 854-7472 I NATURAL GAS SERVICE: PUGET SOUND ENERGY (253) ~95-6909 WATER SERVICE: SOOS CREEK WATER & SEWER DISTRICT '.(253) 630-9900 SEWER SERVICE: CAOLE SERVICE: SOOS CREEK WATER & SEWEfl DISTRICT! (253) 630-9900 I AT&T BROADBAND (253) 437-6886 I ' SURVEYOR : OWEN HILLE, P.L.S. (253) 852-4880 CRAMER NORTHWEST, INC. 945 NORTH CENTRAL, SUITE 104 KENT, WASHINGTON 98032 WETLAND SCIENTIST: MS. DARCY MILI .. ER 8-T\VELVE ASSOCIATES, INC. (253) 859-0515 56 LOTS (9 DU/AC * 6.27AC) (70% OF LOT AREAS) 1,1 747 SL sus:...10TAL NEW IMPERVIOUS = 61,958 S.F. (1.42 ACRES) 1 1103 W. MEEKER STREET, SUITE C KENT, WA 98032 OPEN SPACE TRANSFER CREDITS = 2 LOTS (3.72AG • 0.5 DU/AC) EXISTING IMPERVIOUS (REMOVAL) = 9,204 S.F. (0.2'1 ACRES) I REVISIONS BY ORA!NAOE & NOTE'.S MW') J/H>/04 L() I"- L() ,- I "q"" L() CX) I ,-.... n LO N ..._.,. ' . X <( LL. • w • (/) ,-N w L() I"-(.'.) ::) c.o s;j-z z N I'- O'.'. LLI I I w > ,-"q"" w <( t'l L() z 0 o:J o:J -I (.'.) 0) I 1--z ,-.... w n <( n ,-LO _J ,-5 N w N '--' • LL. ,-f-w n z . . _J f-N w w (/) N ::,:: 1-- z 0 (/) > >-(X) 0 f-L() m Q'.'. 0 ::.i w f-IX) (/) CL w 0) 0 Wz >-0::: 0::: CL 0::: 0 f-1--<( ::.i (/) (.'.) z I IZ _5. 0 1--I _J z s;j-(/) w <( (X) <( Q'.'. (/) ,-:?- CL .-> 1--w (/) • ::.i z z I <( 'l""" 0 0 5 'l""" 1--z _J oZ <..( ::.i NW (/) ::,:: ,-0::: Dote 10/7/03 Scale AS SHOWN Drown MWS Job 22802 Sheet c.1 Of 4 Sheets ~T~O_T_AL_INCF,EASED_ IMPERVIOUS -52,7!5<':_5.F. (1.21 ACF3ES) FOR PERMIT REVIEW ONLY (NOT FOR CONSTR!JCTION) L.~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~·-eo-,-=-·=w-•:-:,r·-u=1<-o_tr_m_,w_w ___ ._,, ___ -™••-u-,-,,-,m=··-tsm-OWW~~~~~---™~--~~~~~~~~~~~----~~-™~------~--....,~--~--~----w-~--~~~™-~™""™-~~----~~~-™™-~™-WWW_.,L...~~~~~~~ MAIN FIi.iE COPY , \ I I I ,. I ' ' 1. I . I:t-6-SO NORTII \~ SCALE: 1 "=50' : NW 1/4 SEC 33 1, 23 N R 05 E, WM. PARCEL NOS. 16199600282 AND 6199600320 I \ I I I I R-6-SO\ I \ I I I LE'G.E1\JD. ~!"''llf~=~::r,:;:!1ffl=~;;=_=l!l!={.1U:.11111!~~11!2 i!l~m.l-iil_!l.l_~ll!lll-~-888"06'59"E 473.97' (CALC"D.) 0 25 50 1 I 001 1500 200----------· ---··· -··· ---· -__ ... _______ _ FOUND MONUt•.,t[NT AS D[SCRIB[D. I SET 1/2" REBAR W/ c,1p "l5 lil898/31540" F"OIJNO fi[BAR OR IRON PIPE AS 0[5CRi8£0. U TIL/TY POL[ T[L[PUON[ i?IS[R 11\IA T[R M£T£r:? r!F?E HYDRANT $[£ TR[[ L[G[ND S[[ TF?[[ L[Cf.i\'D DATA POINT rtAG WE {LAND D[L/N[A TION FLAG STREAM EOG[ D[UN[AT!ON FLAG TF<EE' LE'GENIJ T-1: JO" P/t,./£ T-,;. /CJ" c:pnu<[ . -· J, ,, '- T-4: 20" COTT01\'WOOOS (2) T-6: 24" HOLLY T-7: 20" HOLLY T·-8· 24" 1--IOLL '( T-O· a 20" AIDER T--10. 34" FIR T -11: 26" Fm ll-6-SO 1-IJ: 18" flR T~-14: 22'' F!R T-76: 24 '' FI.R T-11· 22'' nR F-18:36"Flf< ' T-19: 36" C[OAW ·r-20: T-21: i 18 '' $.PRU(-E ' 20' CEDAt T-22: JB" SPRUC[ I FOUND CONCR[T[ MONU\1Pt,JT ----w; 1;,1 .. -·-en,tss t:1Ai'L AT 1./IJT[RS[Crl0,~1 or '120TH AV£". S.E. & i 5.£. 1 BOTH ST. (HEL 0) V!SIT[O Of--1 6-1.J-02 AREA SUMMARY: (A) TOT AL SITE AREA LESS: WETLANO AREA BUFFER AREA SUB--TOTAL STORM DRAIN TRACTS = - = - 273,120 S.F. (6.27 ACF<ES) 76,558 S.F. 84,618 S,F. 161,376 S.F. 21,422 S.F. 6,630 S.F. 189,428 S.F. (1. 76 ACRES) (1. ~5 ACRES) (3. 71 ACRES) (0.49 ACRES) MINIMUM LOT WIDTH MINIMUM . STREET SETBACK Ml~JIMUM • INTERIOR YARD SETBACK BASE BUILDING HEIGHT = 30 FT = 10 FT = 5 FT -35 FT \ MAXIMUM IMPERVIOUS U7'/i /'J'Y SURFACE PERCENTAGE (PER LOT) = ?r!Af.l'IT' LEGE'J-../D ROAD WIDTH (MINIMUM) EASEME~T WIOTH (BOTH ' ' G,-1S LIN[ PAINT ------··--::-22 FJEL[Pr!ON[ UN£ PfiiNT SIDES) -10 FT WA7£R UN[ PAiNT = 59,6.39 S.F. (1.37 ACRES) \ \ I I I \ I (B) ON SITE RECREATION SUB-TOTAL REDUCTIONS - (0.15 ACFlES.) ( 4.35 ACRES) LOT AR~AS (LOTS 1-17) 3,508 S.F. (AVEf<AGE LOT AREA) VICINITY MAP (NO'f TO SCALE) NET BUILOABLE Af,EA (A-B) -83,692 S.F. (1.92 ACRES) ZONING: R-6-SO (6DU/ACRE) MINIMUM DENSITY (85%) MAXIMUM DENSITY -12 LOTS (6 DU/AC * 1.92 ACRES) -10 LOTS (0.85 • 12 LOTS) -56 LOTS (9 DU/AC * 6.27AC) OPEN SPACE TRANSFER CREDITS = 2 LOTS (3,72AC * 0.5 DU/AC) IMPERVI •US SURFACE AREAS: PAV MENT AREA (ONSITE) -10,653 S.F. PAV MENT AREA (OFFSITE) -3,096 S.F. SIDE'{IALK Af,EA -6,462 S.F. (70~ OF LOT Af',EAS) -:\.Ll'_4.7_ S.F, SUB-TOTAL NEW IMPERVIOUS -61,958 S.F. (1,42 ACRES) R-6-SO LEGAL DESCRIPTION: PARCEL A: (PER STATUTORY WARRANTY DEED RECORDED UNDER R[CORO NO. 9705221296, RECORDS OF /(ING COUNTY, WASf/JNGTON.) LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO TH[ PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) / 00, /?[CORDS OF KING COUNTY, WASHINGTON: EXCEPT THE WEST 300 FEET THER[OF; AND THAT PORTION OF THE SOUTHEAST QUARTER OF TH£ NORTHWEST QUARTER OF SECTION JJ, TOWNSfllP 23 NORTH, RANGE 5 EAST, W.M., LYING 8£TWE£N THE EASTERLY AND WESTERLY LINES OF Tl/£ BONNEVILLE TRANSMISSION LINE RIGHT-OF-WAY, AS DESCRl8ED IN INSTRUMENT RECORDED UNDER AUDITOR'S FIL£ NO. 3178820, ANO LYING BETWEEN THE NORTH LIN£ OF LOT 4, AND Tf/E SOUTH LINE OF LOT 7, IN BLOCK 2, NORTHWEST GARDEN TRACTS DIVISIOII NO. 6 ACCORDING TO TH£ PLAT Tfl£R£0F RECORDED IN VOLUME 46 ' OF PLATS, PAGE(S) I 00, F1£COR0S OF KING COUNTY, WAS/1/NGTON, £X1£NOEO fASTERL Y. PARCEL 8: TRACT 7, BLOC/( 2. NORTf1W£ST£RN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT TH£R£0F RECORD[D IN VOLUME 46 OF PLATS, PAGE(S) /00, RECORDS OF KING COUNTY, WASHINGTON. B0Tfl SITUATE IN Tl/£ COUNTY OF KING, STATE OF WASHINGTON. NOT£$: 1. MONUMENTS LAST VISITED 06-13-02. 2. REFERENCE SURVEY VOLUME 67, PAGE 287, BY £SM INC. BASIS OF BEARINGS: BEARINGS SHOWN H£R£0N ARE BASED ON Tf/E SOUTH LINE OF TH[ N.W. 1/4 OF SECTION JJ, TOWNSHIP 23 NORTH, RANGE 5 £AST, W.M .. BEING NO(,TH 88'02'39" W[ST, AS SHOWN ON THAT RECORD OF SURVEY f'ILED IN VOLUME 67 OF SURVEYS AT PAC£ 287, UNDER RECORD NO. 8909019020, RECORDS OF l<ING COUNTY, WASHINGTON. V[RrlCAL DATUM: NOf/111 ;J./EIIICAN VERTICAL {}A1UM OF 1988 BENCll!JARK: W.S.0.0.I. MO~UM£/IT ID #5124 KING COUN/'! BRASS DISK SET IN TflE SOUTHWEST CORNER OF A SIGNAL POLE BAS£ AT TH[ NOR1HW£ST QUADRANT or 108Tfl AV[, S.£. Jc S.E. 192ND ST. \\ ELEV. = 456. I J U.S. FEIT CONTOUR 11/T[RVAL: \ I 2.00 U.S. FEET I Wf.TIAND ON PARCEL A = ± 76,522 SO. FT. I I WETlANO ON PARCEL 8 = ±J6 so. FT. COMBINED AREA or PARCELS: I( 27J,204± so. FT. (6.27± ACRES) \ PRORATION NOT£: \,<"± BLOCK 2 HAS B[EN PRORATED BASED ON Mf1'SUR£D NID \c, \ C!lCUlAT[D DIMENSIONS. A/.'/1/0UGH Tl/[ DEED FOR PARCEL \"I, \ ';I-CALLS OUT '[XCEPT 111£ WEST 3()0 F££T" OF LOT 5, ' ~ \ PRORAfED DIMENSIONS OF LOIS 5, 6 1,J,10 7 WER£ H[lO . \IN'iO""'°R 70 KEEP THE WESTERLY LINES OF PARCELS ';I" ; f'D,. ~?:oNSJSTE:NT. m l>-?J :;> . 0 '..,., • ·y.-.... \7.l ,:-, ~ _, \W.. ""f; ?3, :i: \0 7.-·--'-W \_'..,,. ,· :a:: 7 (J 0 '~;6 -,,:;. 0 ·-s.1 r'I -;;o - ·c, Z. \Ji• "r"\ c-.;c<, ,fT\ -z::::i".a::c -z n r,., n M ·Jl ,-n _..., _, I (PARCEL 3323059009)1 ~~ --· -- ~RCEl 3323059027)1 @'.ARCEL 3323059075)1 I I I FIRE DISTRICT: DISTRICT 40 CASCADE VISTA (425) 255-0931 I POLICE SERVICE; KING COUNTY SHERRIFF, PRECINCT #3 (206) 296-3883 TELEPHONE: QWEST (253) 372-5368 ELECTRIC SERVICE: PUGET SOUND ENERGY (253) 395-6909 NATURAL GAS SERVICE: PUGET SOUND ENERGY (253) 395-6909 WATER SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 SEWER SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-99DO CABLE SERVICE: AT&T BROADBAND (253) 437-6886 PROJECT OWNER: MR. KULWANT SANDHU 13989 SE 159TH PLACE RENTON, WA 98058 CIVIL ENGINEER: MARK W. STIEFEL, P.E. STIEFEL ENGINEERING 22312 '113TH AVE. S.E. KENT, WASHINGTON 98031 SURVEYOR : ( 425) 269-7270 (253) 85',-7472 OWEN HILLE, P.L.S. (253) 852-4880 CRAMER NORTHWEST, INC. 945 NORTH CENTRAL, SUITE 104 KENT, WASHINGTON 98032 WETLAND SCIENTIST: MS. DARCY MILLER (253) 859-0515 8-TWELVE ASSOCIATES, INC. 1103 W, MEEKER STf,EET, SUITE C KENT, WA 98032 REVISIONS BY DRAINAGE & NO"fES Ml'/5 J/Hl/04 • w (/) LO f' LO I 'Cf L() co I ,,...., n LO N '-./ •• X <( LL ,--N (_') w z ::i LO " (0 'q' z er:: w w> w <( z ('.) I z 1-w n N f' I I ,--'Cf J'f) LO 0 co co I en ,- _J ,- w N LL ,-- W r0 I-N (/) N z 0 (/) > >- 0 I-m er:: => w (I) CL 0 >-er:: er:: 0.. -; ::) -r L. 0 _J z w <( er:: (/) CL <( 3: • I-z w 2".'. ,,--.._ I") LO N '-./ ' ' _J w I- co L() 0 co I--01 w Wz Q'.: 0 I--I-- (/) (_') IZ I--I 'Cf (/) co <( ,--> ..-> Date 10/7 /03 Scale AS SHO~IN Drawn MWS Job 22802 Sheet C~. _,_1 --- 1'P P Of 4 Sheets FOR PERMIT REVIEW ONLY (NOT FOR CONS-rRUCTION) L------------------------------------------··-------------------------------_;_ ________ _. EXIST~IG IMPERVIOUS (REMOVAL) = 9,204 S.F. (0.21 ACRES) ,___;_TO, TA INC R!; ASE D I f,IP E RVIOU S = 5 2, 7 5U,_F...:_D_."'2"-1 __:_A_:.,Cc:..R:,.cEccS,__ __ __, MAIN fiLE COPY i 30' ' ' -' \ ' \ \ (,-i'-~---_-__ -=--=-===-----=-=-\ -------===-=== -260:72' (CAtC'D_) ----_-_----__ -_ _--__ ~:~; - '-' ~-_, ' .. \ 0 -"' ' "' ' -> \ "' \ ~ \ ~ ~ ----. ?>"" "?-~ ----~------------------- ' ' ' • • • • • • • • • • • • • \'.i; \ WETLAND F 4' HIGH BARBED-WIRE FENCE , \ EDGE (APPR(ils(i)_17 OUTH & 0-61' WEST OF_--------,\----\ \ ---------- ' \\,'; ·,\.' I -\.\ / / ----------------' ' ),· --\ ,, ------' ·, \ ---' ' ' -- BONNEVILLE TRANSMISSION LINE RIGHT-OF-WAY (SEATTLE/COVINGTON TRANSMISSION LINE RIGHT-OF-WAY PER REFERENCE SURVEY) 187,912± SQ_ FT_ (4,31±ACRES) -\•,i; , \ I ' '· ·, \.' I/ ·, '1 I, _, -' \ \ ' ' I \ \ ·, \ \ \ \ \ ', \ -' \ \ ' -', I, ' -I '1 I, \\ I 'I - I ' -' I \ I ' ' ' '1 I, ' I ' ' -- r-EXISTING TRAIL (APPROX.) \ \ '1 1, \ ' I I ' --\ ' '1 1, \\i1 \\)1 '1 1, --'1 1, WETLAND A/B/C -,_ '--A 20 '1\/ \\i1 \\/; A ii A 12 i-' \\I; E 1 ";,A~ [A 17 IA 16 A !5 L Wi A • \ I, -- -' ' ', A\1~ -' \ \ \-.,, \_ \ --'+ ----,.~,, )5 ',if;. ,~ r/ ..;t-, I , , CLEA~/GRADED \ AREA (TO ff RESTORED) \ I..------ A 13 • • W ,-\ DlRT PlLE -----;:,.,-\>\\_t. \ I a" o • ,_ .,_ 1..,. LS:-: S f.t,fJL_E~-J:;, \.VIP:=----- Fm\::s TC _:,,-:--.1\::.:1-1 \_ r-------------------------------------- 1 ---- •· . ..----"'f-, --3 --,><'--..._"-oz\___, .. .., \J~ ~ -k---~ \ ' /f-. 3 BARREL \ \ ' ~------ 1: 1: ' ' ' I: I: ' ' ' ' ' , ' ' ' ' • • ' ' • '--SILT FENCE TO-~ BE PLACED AS SHOWN (TYP.) I '-. / CULVERT \ , \ .'Ei ', 'v CHANN::L IN , '-\ EDGE OF CLEARING (TYP.) \ \ , I I I \ I ';, : WETLAND C 3 C 5 "'-I.. , W 4 E 4 r-..~ I I C4 / W5 J / ,..,,, s i :_s ·c-2 - ' C i ' , 82 \-' '" \\ i .- WETLAND A/B/C ' ' -\ ·, ' \ \ -- ', \ ' \ -,, \ I I ' \ \ ' I , ' I ' -\ \ ---\ ·, \ '· \ ', \ '. ', •, ·, ·-. -' ' \ \ -' \ \ \ I ' ' - r-t-XISTING TRAIL (APPROX.} \ > .. -. / --------.. ---":·>f.,, 'o I \,,/ I B6 I I II ii ··------··············· --~ ,1 --------------------------,_ \ \ i,{ _I ' i I I I \\ •'/ SHE ':,',, '-, __ 1 ;i s 6 r---· B 7 1,,1 ,ig /. I ' / ', '1 I "ii ,89 I ; : \\•/ ',,_: ',,,, \ _:, I ~··--. ',\ ',, \\-4\ '{i 5?..~----. ::; ----,,!, \1/1 I I I I I I ' I ' I I \1( I I I / ' /--------/ 'i ' _.----I : • ---\/ -----, __.1--------- --- / I \ - EXISTING TRAIL_/ \ ----... '-..• -=_c::::=--·------ (APPROX.} ',::__:------->;;.:___ -=----------~ -------------------------=-~=-=:~; /' 7.60' --------__ ---/ -=-__ -----=-~-=----------/ / ----...... PPROX. LOCATIONS --,/ \ ...... ----------------------__ , I ----~----..,..-...... ------......_ ---I --------...... --299_92' (CALC'O-) 300,00' (PLAT) i -------------------------------,tcuc,.·· ___ -----z,,,==-=--==-.,,,,.-==--343 __ 2_s·=rc_A=L_c_·o_.J_3_43_34• (PLAT) -:~ -.-,---=--------=--==--== ---:::-,-=·=··'.!cc"-,,,,_~- ------. --______ -_ ---END OF 4' HIGH BARBED-WIRE FENCE -\ PROPERTY CORNER IS 1-92' NORTH & 0-75' WEST OF (BEGIN 425~'1J~Yt!i\{~lf!f.f) \\ 681-62' (ESM) 682,04' (PLAT) ----- N88°02'39"W 2060,25' (ESM) (BASIS OF BEARINGS) ---------- .. END OF 4' HIGH CHAINLINK FENCE IS 0,61' SOUTH 604_06' (<?f.LC'D-) & 59,61' EAST OF PROPERTY CORNER -'I!,_ -----------= --=~~== ----"--==41' ---fr\, ' - ----65,21' ~--------------··-----. ---~-_.,,_ __ _ -- S.E. 184TH STREET -- NOTE: NOTE: BASE SURVEY lf\FORMAT!ON PROVIDED BY CRAIVER NORTHWEST, NOT ALL FEATURES SHOWN ON MAP WERE Slf!VEYED. A 15' BUILDING SETBACK LIN:: MEASURED FRO~A THE BUFFER EDGE IS ALSO REQUIRED IF DEVELOPIVENT IS PROPOSED. ----- NOTE: ALL DISTURBED AREAS WILL BE RESEEDED WITH THE FOLLOWING MIX: 25% Redtop 8"'11g-oss A_grosfos alba 25:il Perem!Ql Rve ElyfflUS cmfiri5i 25:il Iacm fescue _ Feit gi jdahoens1::: 25,: B ~escue Seedr/g \!ii!'.,;"bfilb/1000 sq. feet ,-,'=0' /- ----------------~- / -ILT---·E-1-"''·TE" ''I ------c::cs· -", cs·;_ 1·1,._ r<:;,, .. v~A.FI IC}C\ 8P EOU/.L / -----2" :, T / 1,:. :J.t... 1:\iE_DEJ / ',,,\.'IPE FE1\CN·~ C·P =CJ1'.I_ 0 r ' /I // I ---. I 8" I .", .. - NOT TO SCALE ------ BASE INFORMATION PROVJDED BY CRAMER NORTHWEST B-twelve Associates, Inc, 1103 IVest Meeker Street Kent, Wa 98032-6751 253-869-0616 Fax 253-852-4732 (f) z 0 (f) -> w 0::: <J <J <J <J Job No, A2-125 Designed By: -=DM~-- Drawn By: Checked by: Date: SHEET OF CML AUGUST 2002 W-! ----------- -::;; Cl) w ~ [o 0, " "' N "' ~ -~ • w ...J 0. ~ • CJ) " (0 w "' ~ :J ~ -z (/) <( w w ::;; > ~ <( "' "ft "' I N "' I-~ w 0 " N , "' ..-"' 0 ~ 0 z 30' --- 0 o,<::i -- g[ ~~ §: ~ LOT 4 S88°05'34"E 517.58' (CALC'D. 299.7/' (C"ALC'D.) 300:00' (DEEDD"8&cfP'O\:rr---------~ -299_77• (CALC'D.) 300.00' (DEED & PLAT)-------- 0 I o,<::i I I I LOT 5 4' HIGH BARBED-WIRE FENCE CORNER IS 0.2' EAST OF PROPERTY LINE & CONTINUES WESTERLY 4' HIGH WIRE FENCE CORNER IS 0.66' SOUTH & 1.51' EAST OF PROPERTY CORNER & CONTINUES WESTERLY 518.01' (PLAT) --____ 2 ___ 1..:.7.81.JCALC'D.) '\\!; '\I I 1 ,1 I 1 \\/1 ,1!1 WETLAND A/B/C \\/1 ',\/1 \II, ~==i=-=r·==-=--= =-+-==.;;;;::;:;;;--;;:;;:-;:: --==--=--==t-=-==::--,= + 260.72' (CAI:C'DT -~ ------- "/1 CORNER IN WATER t" \\11 G \.. "11 ~t"~ WETLAND F 4' HIGH BARBED-WIRE FENCE \ EDGE (APPR(i%(,2_ 17 OUTH & 0.61' WEST OF------------T\------. i BONNEVILLE TRANSMISSION LINE RIGHT-OF-WAY (SEATTLE/COVINGTON TRANSMISSION LINE RIGHT-OF-WAY PER REFERENCE SURVEY) 187,912± SQ. FT. (4.31± ACRES) WETLAND A/B/C \ -> %, \\& A 18./ 3 \\/; ~ '(j} \\/; ? "-\\/1 A 6 \\/1 A 8 --~~ ~ ,,/, \\/1 'i'A 17 ' \ ,--,: XI STING TRAIL (APPROX.) • • . -. .. 4' HIGH WIRE FENCE IS 0.9' EAST OF PROPERTY LINE ~ ~ ~ "'-IA 16 • / J A 5 A 7 4\ :.--1 CJ A 11 ~ -,A 12 _ \\/, E i ; CLEA..,;'., /GRADED I 'rs:--1-+--If, ~ '& _.,, :.-DP tr"3 A 10 I -A 15 : ~EA .-.---------· of#! A ·2··----------·-----···--·-+--~~~-;:·_:·~·.:_·~-~-~---····+·-·········... A\3 ~-~~;0;1 -~~~~ (TO! ~~T~RE~- 299 82' (CALC'D.) 300.00' (DEED) • _..4-__ -_.._.. ', ....,___ ••••• • • • •• -•••••• t)\~'.{ ?;'!.-.. .wti: r----------------------------------1:~----~----:.::,,.---::::-::::_::-:::_:-::_.::::-::i~-~----~~~~,,__~o~-~:~-~-;:;;=:~~~-~L _____ _l ----,, .. -·-· · --. -·w 3 --261. 6'(CALC'D.)261.52'(PLAT) , • CHANr-.EL IN " ~ I N "' I " ' w I • <O [') N "' 'I ~ 0 z I• Ii 1-11- ~1PPROXJMATE LOCATION OF AN AREA NOT CLEARED CLEARED/GRADED AREA (TO BE RESTORED) EDGE '7 ,: WETLAND C 3 OF , W 4 _ -E 4 ·r--..._~ CLEARING 1 : / - (TYP.) / : ~ I .:' B ! W • E 5 Ci. 2 t~f.e• :/' Bur:~ 82 .-' I j .' I B 3 \ \ I SCALE: 1" = 40' NOTE: BASE SURVEY INFORMATION PROVIDED BY CRANER NORTHWEST. NOT ALL FEATURES SHOWN ON MAP \\/ERE SLRVEYED. NOTE: A 15' BUILDING SETBACK LINE MEASLRED FROM THE BUFFER EDGE IS ALSO REQUIRED IF DEVELOPMENT IS PROPOSED. NOTE: ALL DISTURBED AREAS WILL BE RESEEDED WITH Tf-E FOLLOWING MIX: 25%Redtop~ A t sa!ba 25% lot Rve 1yrpu cmeidS 25% l<lttlO feswe Festuca idahoensis 25%RedFeswe s..J~f~ub~/1000 sq. feet ~ a:' • • • ,1. :' \ .L_ \ B4 IB5 WETLAND A/B/C ,-EXISTING TRAIL (APPROX.) b 0 ~ Cl i.J ...J i5 - LOT6 4' HIGH WIRE FENCE IS 2.3' EAST OF PROPERTY LINE 4' HIGH WIRE FENCE CORNER IS 0.52' NORTH & 0.85' WEST OF PROPERTY CORNER 299.92' (CALC'D.) 300.00' (PLAT) ' • 0 • • N • ro .. I~ IP u ...J 1(3 -f.. 0 N co N I II I . . . .. -.. --. --. ---------~ ------------------------ LOT 7 85,292± SQ. FT. (1.96± ACRE) APPROX. LOCATION EXIST, HOUSE STEEL SHED SHED EXISTING TRAIL (APPROX.) ""--"PPROX. LOCATIONS • • .. _,, ,,,' -~ • I I \ > I B 6 ,,.. ----............... _ -- __ .... ,,.. _.. .... / / // ---E ---______ ---ND OF 4' HIGH BARBED-WIRE FENCE . PROPERTY CORNER IS 1.92' NORTH & 0.75' WEST OF I ,--b ______________ __::__'.-=:_=~==_"_'::__'!__ ___________ ~ -------,'l'~=i·==:.=.=,,'F, ==--34 1 3.25' (~~LC'D.) 3~4-'-:(Pi==LA=T=)==- "' 681J,2' (ESM) 682.04' (PLAT) END OF 4' HIGH CHAINLINK FENCE IS 0.61' SOUTH __ -=+==;;;;-';~~~=-=--c=------+:(BEGIN 4;/6~!)j~~~i\[811!/f) -604.06' (~LC'D.) --~-~~~-~-=~~"'====-=--=--c==l 't,) ___.,/ o. 65.21' & 59.61' EAST OF PROPERTY CORNER -------------------------------------------- N88°02'39"W 2060,25' (ESM) (BASIS OF BEARINGS) ----------------------- -------------'+-------,,,--'-----------, + S.E. 184TH STREET --------------------- BASE INFORMATION PROVIDED BY CRAMER NORTHWEST B-twelve Associates, Inc. 1103 West Meeker Stroot Kent, Wa 98032-6761 263-869-0616 Fax 253-862-4732 Cf) z 0 Cf) -> w 0:: <] <] <] <] 0..C oO >-~0) f-C 0::: •-w (/) ..c C (f) CL o o O+>> 0::: ~ > CL C •· 0 >, :::::::> u ~ I cr, :J OcO z,-U -+-' <( (/) 0) C/) 'x C w~ Job No. A2-i25 Designed By: _DM~-- Drawn By: Checked by: Date: SHEET OF CML AUGUST 2002 W-1 NORTI-1 LE' c; F:' /\TD: ·"' rout-.10 ,\IOni_Jr.,,f£~.IT Ll'-1~,?,,,p, 50 .srr "/r" . ·-· ,[ .. .)<~ ,BED i L ,D[Bl\,P w, r-. "LS ,'8898/3_!_54()''/ _.,J.,r' 'W F()UHD P[Bo' --,.f-c oe IROt-1 /i'.::, OESCP.IE3[D. PrP[ UF.IL!Tl PCi.E CEJ C/! c ' · <c_ H (OP,J,,\!T SE c_· TP[T L[G[h'D r:---?[i:_. LEC[t1D F:_/, (; -o--[. vL DFI 'I 1r· 1 · 1-_ _,, _f 1 'J/·-/ FLAG Tf/ f:,, .. ' , LEC;EJ'Jn: I -I : '0' .) Pit J[ J 2: JO" 1-"l? -l --5: 10" SPF?!JC[ T 4: J('" -j COT F,Jt,ll,y,')0DS 1--. -'· .i) -,o· /,LD:P T -0: 2,.1" ,I IC;/ I y r--7. 20" HOLL t r-s_· 24" r1c)t 1 y T -I()_· T , 1 ' . ~·,-,, T-12: ' -i -, ' ' T-1 4- T-'5 ' T " '0: I ·,' 7: T i 8: r -! _q_. /-20: .r-21: T -, ~ ' L./ J?" 1?," ?2'" I ,, " ,, ?-4" 22" 36" 56" 12" j-,'p i-"i'P pc; ' " HIJLL (j r1p .rip I I ,'IP ' ' (,[OA/D I I I i i ' I I ! I [,'JJ.'] 16' ( JJ' ·-AiE;15'.) 1.31 J.-12, (r.'gu. 1373.83' ,'µ1 ,·r;·,) .J ) AREA SUMMARY: (A) TOTAL SITE AREA LESS: WETLAND AREA BUFFER AREA SUB-TOTAL I i STORM DRAIN TRACTS ONSITE RE CREA TIO~I ' r I I - -a cc a I 0) . . ::::, "' co 'r ,-... ~ a -,. -S8tJ"OIJ'59"E 4TJ ~ . :!i}O ---· -_91_ _(CALC[)) rout 10 1 011 ,. -- ( -~ -_Pt_/F qrv.,,. -, _ WI //fl".-... ;:::-··· ':J~!_,.11',IE_t·lr -'. T B.RA:JC \'£l'L -· T.· A,'. 1(!'.[PSECTi0/1 1(!; ')C}lh A'.r[ c::-, C ,. ' --L & .).t.. 180T,'-i c:'' .( -, 1 vr:;;i'TEC: rv-, --:1 • _f-ld,JJ I -_,1, 6-/ j-('" ' ' Je!. --1- 1 -.~I- I O (\; cc OJ -(',, I ::;,S I <D " L -" 299 VJ' -~·~ ,. --- -Iii\-i \.""'P--~ . I -.. ---1/ -- \ f \ ' ,_ ~-------~ 273,120 S.F. (6.27 ACRES) --76,558 S.F. (1. 76 ACf,ES) 84 818 S.F. (1. 95 ACRES) 161,376 S.F. (3.71 ACRES) 14,067 S.F. (0.32 ACRES) 4,680 S.F. ( 0. 11 ACRES) (B) SUB-TOTAL REDUCTIONS -180,123 S.F. ( 4. 14 ACRCS) NET BUILDABLE AREA (A-B) -92,997 S.F. (2.13 ACRES) ZONING: R-6-SO MINIMUM (6DU/ACRE) DENSITY (85%) -12 LOTS (6 DU/AC • 2 C 11 LOTS ( · 13 ACRES) O.S5 * 12 LOTS) LOT AREAS (LOTS 1-12) IMPERVIOUS SURFACE ARF ;:~~~ENT AREA (ON~!~:) SIDEWA~~T ~~~A (OFFSITE) (70% OF LOT AREAS) SUB-TOTAL 1:~IPERVIOUS 474.50' ~ 30 FT 10 FT 5 FT 35 FT 70% -40 FT 10 FT -62,975 SF (l 5,247 s F' .45 ACRES) S.F. .. (AVERAGE LOT AREA) 20,247 S.F. 10,900 S.F. 8,935 S.F. 44 082 S.F. --,84,165 S.F. (1. 93 ACRES) ' ' T T7'/T Trr,~ 7 U.1 J.,.! j j re·, r · r.:._PHC)N[ .' 1,11,::--"" ~ n-dtFr lli·\TC 0 / '/'' " -'' _,'1• r FA.'r'/T I ' '1 I I I I \/ I \ I \ ,~ ·, -z._ d ' ' ',0 \'T\ I '-.il --·- ·1SP'--/4[1 ------. -.~--=----.--4;."_ --' -~.-~_: PAl/[1\.f.'t·II. "''"" '-7 ~ , ·<'O -,-- \ FOR PERMIT REVIEW ONLY (NOT FOR CONSTRUCTION) REVISIONS BY C) z O::'. w w z C) L w _J w LL w I- U) z 0 U) > 0 rn =i U) >- 0::'. <( z 2 _J w O::'. Q_ =i I 0 z <( U) Oat,e Scale Drawn Job Sheet Of 1 . w • U) w =i z w > <( I I-n ~ ~ N ~ n N N I-z <( s: _J =i ':{'. ~ L[) (0 N I ~ n 0 CX) OJ <( s: I-z w ':{'. w I -tj- L[) CX) I ,...__ n L[) N "--/ X <( LL GI ,... -tj-,... I -tj- L[) co I ,-' r-0 L[) N "--/ . . _J w I- U) -z -tj-0 -tj-I- oZ NW O::'. ~ 3 /6/03 AS SHOWN MWS 228 02 C.1 Sheets ' ' ' •, \. .,_, ' ; . ..-.... ,-' ·' ' ' . ' ' ' ' ' ... .•• l,_-', ' ' . ' ,-~ ,...; . u .. ~ >""\ ' ~.,, •L..-,,U, 1 ,· ' NORTH LE' C' L'i'J D • cr,ur ·r '~-·~-i ./ i'dONU/v![NT AS nr--, ,---)/_ r 1 /?" ,...,,-, _, r ::-;CRiHi:_(). ,., c --r<:r.8AF >V/ (,JU \ __ J 18898/37540 ,, " Cf'//'/[' ' ... _,,,.-' R[BAi? n ,, .,-..,r;, IRON .;::,1·or:- r' . ..) !_j~ CJ'c;.,,y·r·o I I c C.. ,J ~' JC • UT!U r'( POL£ T[L[FHONf:' f-'l'::CP FIP[ ,' l (UPAr-.,' r -r.-;,-, J ,·,tc. L[G[I-,'0 DA 'cl I· · i--'Oi1\IT rt.AG ]A/PTL,1''0 rr -nl ·I Lh:.L/1'./{:_A (!_),'./ F!__AG TI/1','[,; T '"" ""!D .,L,IJ.!-.J_j\ · I I: 30" ,0,,,1,J[ . T-i ?.- JO" FI.R T-1 3: T 3. T-14.· / 8 H fl/.' 22" i/P i I T •I: T-1 5· ' -I w " c..· .YOLL r'i T '): 20 " AlD!:_P .T -6: ;)c/" ,i-+J!_L '( T-7· 20" h'OLL y T-8: )4" /-JOLL ( T-9· 2CJ'· )i/j~!? I /0: 34'" FIP 13J"1G" ,-, d; (MEAS'_) . J,,lJ.42' (ESl!) /j1<3·--·( ' . -'· .J PL,1T) r-J 6: 2"" r.,F I "/-; ?: 22" rlf? I T ---! 8: 35" rlP I f-!9: ,:c" .L __,,,., CEDAR T-2,J: T ·?;: I I I I I I 30· -C I I I I L I I -~ I Q -;---. I .() ;:_; -.:i ~4 I G .:::, I - r --- ' --Q I (:_: o o; . I Q c:i L..J I '<ta -~ c - -J --i- I I I 8138'06'-c", CALC'D) '200·----.:.. _8 '_1 }, 47'3.9?' ( (01/UO COl'-1rr;,-1r ,_,-r. ,-Hr•//1 VV/ //4 ., r-c:···;:..----:!:'''-' · )M[f'.fT " --d1<A:,S' NAIL ., '. H-it U~SLCTiOU Of~ ':~?TH A\/[. S.£. & ::i.e. 180TH c:7 ( --V'c-1T-r-· -' · Ht!_ 0)-'--' ,tu (\/,j "' 'J .., o--J -()2 '.)'198?' _ _:_-· " (CALc·o; 3 , ---------_ OOJ!O (DEED) LOT AF,EAS (LOTS 1-12) IMPERVIOUS SURFACE A PA REAS· PA0~~~NT AREA (ONSITE) SIDEWA~T ::~A (OFFSITE) ACRES) (70:, OF LOT AREAS) JUB-TOTAL IMPERVIOUS 70% 40 FT 10 FT 62,975 s F ( ' · 1,45 ACRES) 5,247 S.F. (AVER S,F. -20,247 S.F. 10,900 S.F. 8,935 S.F. 44 082 S.F, AGE LOT AREA) -84,165 S.F. (1.93 ACRES) \ \ [}'T'ji .t'/'"'7 .J. .J H j (,/IS Ui-.1[ p,1_,wr V!AT[R UN[ fJA,'NT -·- ~ c, --' -- ·.~. ., 'Z. ',C~) \ ,-=, \·~, I I I I ' I I I ' ' " I 1 ', ', ', ' ' ' \ .:C.. ', -,--- ,.n ---A"f-l' ·11 I ------~-ea·~-~ --. ...:_.:!.....!....---:;, P,1V£ivf[',i/" --~----=--=1.2A ---., -'' \ 'r<::{J ~- FOR PERMIT RE\/lt W O~IL y (No·r FOR r . -. -I . ' : . I .. ,.. . -i I · l,,, '.,i f '. \., ,_j 1 8 •;_··,-,,, d..<JiJ,) . ·-, : : .. )) '-----"' CON s·rpu CTI ON) REVISIONS (5 z O::'. w w z (_'.) z w _J w LL w f- /J) Dat,e w /J) ~ w L() ::J (D z N w I > ~ <( n 0 ::r: OJ f-o, n ~ <( ~ s; GI - ~ f-n 7 N w N ~ ,8/6/03 BY LD I"- LD ~ I "T LD OJ I ,,--.._ n LD N '--" ' ' X <( LL N I"- "T I"- I "T LD OJ I ,.-- ----n LD N .._,, ' ' _J w f- Scale AS SHOWN Drown MWS Job 22802 Sheet C,1 Of 1 Sheets -----·-·---·-.. ----------- ---------------------..,....------------------------------------------~-------------------------------------·-----------------------------------. PLAT KING NO. ___ L03P0027 __ _ COUNTY, WASHINGTON R-6-SO 30' Di=' U"E I -..J --' 2j R ·- ,-------- ' . I ~() ' -,i:::::ic:- u -q I -..1 -.J I i:3 fl:. ~ I a I (Q C) m· I • (_') CTi LO '" "' I ,..:, ~\J I a, (~) ' 1313.16 · (MEAS) 1313.42' (E9,J) I JI J BJ' (PU\7) --l -- J -' 5T 1/4 WE C ORNER ----. S [ 180TH ST .. cJ cJ "' "' I,! 4j " "" s; iS iS "' "' -"' - $.£. 186TH Sc -~----- 5.£. 182ND ST. cJ "' I,! "' iS I ~ "' - $/TE -.J( " ' SE 184TH ST. C[NT[R or SECTION N. T.S VICINITY IAAP NOTE: SURROUNDING HOUSES SCALED FROM O.D.E.S. WEB SITE. R-6-SO _ __ __ SBD 0 06 ·59 "/-: ,17) 97 · (CALC DJ ---------------------------- R-6-SO HOUSE 4' HIGH Wh7f F[NCf :":O.Rt\/ER -- IS 0.52' NOirTh' & 0.85' W[ST or PROPERT/ COr?NER HOUSE '---------': AREA SUMMARY: (ft.; TOTAL SITE AREA LESS: WETLAND AREA BUFFER AREA SUB-TOTAL STORM DRAIN TRACTS = = 273,120 S.F. (6.27 ACRES) 76,558 S.F. 84,818 S.F. 161,376 S.F. \ 1.76 ACRES) 1.95 ACRES) 3.71 ACRES) 21,422 S.F. (0.49 ACRES) ' ONSITE RECREATION = 6,630 S.F. (0.15 ACRES) (E) SUB-TOTAL REDUCTIONS = NET BUILDABLE AREA (A-B) = ZONING: R-6-SO (6DU/ACRE) MINIMUM DENSITY (85%) MAXIMUM DENSITY 189,428 S.F. (4.35 ACRES) 83,692 S.F. (1.92 ACRES) -1 0 LOTS 0.85 • 12 LOTS) -12 LOTS 16 DU/AC , 1.92 ACRES) = 56 I_QTS 9 DU/AC , 6.27AC) OPEN SPACE TRANSFER CREDITS = 2 LOTS (3.72AC • 0.5 DU/AC) ~: ' ' ' ' , ' ' OF PRELIMINARY PLAT FOR KULWANT SANDHU (BENSON TRAILS) LOCATED IN THE S.E. 1/4, OF THE N. W. 1/4, SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, KING COUNTY, WASHINGTON \ I \ 0240 I R-6-SO 0042 I I I I I I '" z 0 W.M., HOUSE R-6-SO HOUSE EL=43l}49 PROPOSED DENSITY: 3 UNITS PER ACRE PROPOSED USE: SINGLE FAMILY DETACHED COOE ANALYSIS: (R-6-SO) MINIMUM LOT WIDTH = 30 FT MINIMUM STREET SETBACK = 10 FT MINIMUM INTERIOR YARD SETBACK -5 FT BASE BUILDING HEIGHT = 35 FT MAXIMUM IMPERVIOUS SURFACE PERCENTAGE (PER LOT) = 70% ROAD WIDTH (MINIMUM) EASEMENT WIDTH (BOTH SIDES) LOT AREAS (LOTS 1-17) IMPERVIOUS SURFACE AREAS: PAVEMENT AREA (ONSITE) PAVEMENT AREA (OFFSITE) SIDEWALK AREA (70% OF LOT AREAS) SUB-TOTAL NEW IMPERVIOUS EXISTING IMPERVIOUS (REMOVAL) TOTAL INCREASED IMPERVIOUS = 22 FT = 10 FT = 59,639 S.F. (1.j7 ACRES) 3,508 S.F. (AVERAGE LOT AREA) = 10,653 S.F. -3,096 S.F. = 6,462 S.F. = 41,747 S.F. = 61,958 S.F. (1 .. 12 ACRES) = 9,204 S.F. (0.21 ACRES) = 52,754 S.F. ( 1.21 ACRES) 00&0 SCHOOL DISTRICT: RENTON SCHOOL DISTRICT 403 (425) 204-2300 FIRE DISTRICT: DISTRICT 40 CASCADE VISTA (425) 255-0931 oooq POLICE SERVICE: KING COUNTY SHERRIFF, PRECINCT #3 (206) 296-3883 TELEPHONE: QWEST (253) 372-5368 ELECTRIC SERVICE: PUGET SOUND ENERGY (253) 395-6909 NATURAL GAS SERVICE: PUGET SOUND ENERGY (253) 395-6909 WATER SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 SEWER SERVICE: SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 CABLE SERVICE: AT&T BROADBAND (253) 437-6886 -------·· Pf,OJECT OWNER: GRAPHIC SCALE BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF TH[ N.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., BEING NORTH 88'02'J9" WEST, AS SHOWN ON THAT RECORD or SURVEY FILED IN VOLUME 67 OF SURVEYS AT PAGE 287, UNDER R[CORO NO. 8909019020, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988. BENCHMARI(: W.$.D.O.T. MONUMENT 10 #5124 KING COUNTY BRASS DISK SET IN TH[ SOUTHWEST CORNER OF A SIGNAL POL[ BAS[ AT THE NORTHWEST QUADRANT OF 108TH AVE. S.[. & S.f. 192ND ST. ELE.v. = 456. 1 J U.S. FEET. CONTOUR INTERVAL: 2.00 U.S. FEET. PRORATION NOTE: BLOCK 2 HAS BEEN PRORATED &\$[0 ON MEASURED ANO C'1LCUlATEO DIMENSIONS. ALTHOUGH TH[ O[[O FOR PARCEL "A" CALLS OUT "EXCEPT TH£ WEST JOO F[[T' or LOT 5, PRORATED 0/M[NSIONS OF LOTS 5, 6 ANO 7 WERE HELD IN ORO[R TO KEEP TH£ W[ST[RL y LINES or PARCEL$ "A" ANO "/1' CONS/SfENT. LEGEND: FOUND MONUMENT A$ DESCRIBED. SET 1/2" REBAR W/ CAP HL$ 18898/J7540u [j] <>· -2&l ~ #Jg, ~ ~ FOUND REBAR OR IRON PIPE AS DESCRIBED. UTILITY POLE TELEPHONE RISER WATER METER FIRE HYDRANT SEE TREE LEGEND SEE TREE LEGEND DATA POINT fl.AG WETLAND DEUNEATION FLAG STREAM EDGE DELINEATION FLAG Exhlbii No. L __ . =··- !tern No. L~S'ocRJ , RBceived 0 _/h-:( --· King CD!Jfliy Hearing Examiner UTILITY PAINT LEGEND: -~c· -,,-- ---1-- -~/,'-- CA$ UN[ PAINT TELEPHONE LIN[ PAINT WATER LINE PAINT TREE LEGEND: T-1: JO" PINE T-2: JO" FIR T-J: 1 o" SPRUCE T-4; 20" COTTONWOODS (2) T-5: 20" ALDER T-6; 24" HOLLY T-7: 20" HOLLY T-8; 24" HOLLY T-9: 20" ALDER T-10, 34" FIR T-11; 26" FIR T-12: 32" FIR T-IJ: 18" FIR T-14: 22" FIR T-15: 18" HOLLY T-16: 24" FIR T-17: 22" FIR T-18; 36" FIR T-19: 36" CEDAR T-20: 18" SPRUCE 7-21: 20" CEDAR T-22: 18" SPRUCE MR. KULWANT SANDHU 13989 SE 159TH PLACE RENTON, WA 98058 ( 425) 269-7270 SURVEYOR : OWEN B. HILLE, P.L.S. CRAMER NORTHWEST, INC. 945 NORTH CENTRAL, SUITE KENT, WASHINGTON 98032 WETLAND SCIENTIST: (253) 852-4880 104 -· ··--:---i\ij · MS. DARCY MILLER 8-TWELVE ASSOCIATES, INC. REV!S!OI~ (253) 859-§-1-5 · ---- 11 03 W. MEEKER STREET, SUITE C KENT, WA 98032 RECE'.!VED OEC J 8 2004 ('QUNT'I KING V • VICES LAND usESER 03 • I PROJECT NAM£: KULWANT R.O.S. C/0 JOHN RUrU\ND//CREATED.-Mon Jun 17 08:09:34 2002//PFI.£',/. PLOT: Mon Oct 11 10:32:42 200 /PLOTTED: Tu€., Dec. 7, 2004, 14:20:tJ.1 C:\TModel\Projects\iffhi (/) L Q) Q) C ·-CJ) C w (/) L Q) C C 0 0.. (/) L 0 >- Q) i:: ::J (/) 0 0 '<t • 0 z w !;i 0 u.. ti; w 0 ' V) .J ' Cl. . ' L() L() O'> '<t I N L() OJ ~ N "1 "' L() ON OJ~ O'> ~ Cl ~ < ~ ;:: ;: E • -0 I--0 z O , w C 3 ...... Y'. C • • a, L. • 1--.. oo Q) 0 LIJ st -E -a:"' Ooc,·:C -I '-.::, Vl "" 0 ' ;; @ :c' i.J N 'i: o:i I--0 . Vl O O. 0 .... () _j e ::! >-l{) <1<"'11 a::: ..... ~a~ ,-I w z w :::a::'.' •• w I.. (,.) ~ 0 O w...: 0 OJ OJ '<t I N L() OJ ~ "' L() N ~ :co 0 Vl / I FOUNO ALUMINUM SUf·ffACE MON JN CASE 'MHI PUrlCHMAHK, 1.65' UOWN, AT IN fEHSf.C'flON Of S.E. lfJ4 HI smf.£1' AtlD 116TH AV£MUE SWlH, VJSIIEO 11-21-2005. ··--,.--··---·------·-·--·--·-- f"OUNO "Di~'YCO 1 /2" F/f.UA/i' #34145" -·-----·--···--·-- \ W/ ---·-- ,· E ") ·- ~ . -. ... ..• 1~. W. 1 / 4, 11! IF: J ir:11,1 :i. :~:I ,!"i.~r-1 HAl;1CiUl .. L. r .': ----:,::,1~28'.)!.\ ... :i!~rt:~.-----. ------ --S88'51'17"E 260.80' . •· \ \ i-'"'"--<Z "' ,i.,-,--s.\r"'--,,,.~--.;;;;;:.;,.;..:..:.~c..;;;,~~~----..:1~,~:'a~' _ ·'IJ2 t~;1},,, -~-" .....,,_ :z-.,wwww.---.. " ,..,-r 1 ,.....,. ' T' f 1 r-, 1-r -r-7 , -'""'-,~ ') -z L ,) N., I~ GE.· E . , \N. M. ·-----·---·a _,,...,/ ,'if/,11,'f,/,,!f ,/,f'...,r7/1 / J I I ' ' ' 1' 1 ' J / ' ' r I r j I j I I r'"1 I ' ,{"'', 11, '•· •r I1r'1, ,,, J 1 Ir,'/,' i l r .''I 1'.i I '7':1 I/ i I I I I Iii I/ J / '1' ' // ' 1' I / ,' / f l 1-f ! I I H !-1 }·f-; . ., ;_j 1' : i 1' ! ' ! i I ' J'.R9.Jf;CT INFO...!l/MJ'lQJI: I I I -I::: -I .-.- -···-··-··-----·--F-------- ,,.<, 4"J/··'f"1 1,,,,1 ,;,,,,,, -/1 •1,11, .--_-1-,f··t·1·,1 ,/•·1 / // // l ,' // / /11 ////I//!! i"'/ t-/11/ .' / / / -· ' J J I ' ' J I ' ' I ' 1 I ' I I ' I I J I I I ' ' I I I -r,--r"j ·--..-(!/fil't,fl,'f ,/,,,/• ,/r /1 < /'1 1 /,1'-._/1 ,/ r-1 / I f I i / 7 / --,.-. / -<"/ / 1\ .' I ,' ! l l / ! / / / / / / / / / / / / / / / / / ,' / / ,' / / / I / / / J,/ I / ,' --r.1 : 1 I , i i I f 1 1 ! J J, l /..., ...... , J i , . X ,' / l I , : I t I ! /; I ; 1 1 { I '. , I • , l i 1 , / / , / / i 1 ! ,' ,i:,.l / I / '----., .. _ --~ i // 1 /// l //1,1,ifi/ 1 /// //:'/ 1 l J/;i ... 1tj,,; I// l /// // ,A'tl'"?/1/ !?1i11-/i/ //-,1-//// l // lllr/1',' -i;J": j I ' ' ' I ' I I'" J ; I A J ' J J ' ' I '.<. ' I f I ' ( f ,.,..-, I f I I I ' J J ' ' ' ' r I T I I r ' ' J -.,, '! / / 1 / / '1· J /If// ( /1 / .' 11 /I,'/ i' i\9,,// I/ f t-11: I/,' i' !...J...l.J. 1 ,' 1-1_/'.J_l / 1 1• I'/ I//// ;_1.).-' -,._. ,,f'·1I 1,1 11 /' 1 •''·h+-i\.._.. •,1 •1/r1,' 1 ,,,1 1,,J -~~~ I l 11' I' I i; f ! .' ,' I 1 : ,i l i I,: ,'.J ,1't.'tJl' ,i I .' / 1' / ·' / /' ' .' ,' I 01 I -Q I I J I I ' • ' 1 I I _, f ' I / ' '/ ! J I ,,0---~, cP I I ,1 if/////!// I//,,,---(/ 1; 11 ,' f tY' /, /11 t ti ~h.,..-1::i " l / / , j , / I 1 1 / r , / 1 / ' 1 1 / / / f ' 1\, / / V \"'~ t-},.'Y Y: '!;t'.. 1 //1/;///i//lJ//,1,//:1/ll///J_)-,,.,/;\/ t (k .-,. I J I I , ,' f I I l ' ,' I l I .' / / / / / I ' ti,: ,_1:,.,_\ tJ' f f ,' J J_;.,,L,L ' F / /J I ,' / I I I I , / ' I >. rt,..t,../ ,Ji\, J!I.,_ \"'..: ,it< ________ _.. Q) , , J.--. ,h\J~,..._._, , ' , / , ' / , ' r ' rl' -~-'~[l ,' / LJ__/ /\,, / / ----U'~-.,..D -..,, --~)' /o ~; __.......... ~ ----' OW>l[H: IIIM'I: ·;;1,,1,: • . ~ ... ,,., DEVELOPER: CONTACT: :::fl.l:IJJY 1 ... LAIMt{i.ll:1 ENGINEER: ,.Ii_, 0 .. ~ -"~'. ·--· --··-------- IV[TLAND I Q(J[N SPACE ,,,,-, .~AC..I .. .'.'.A~ -----. S68'51'11"E 217.84' NATIVE GROWTH ., E. LIME, W. JOO'. LOT 5 I.I .. ,i, '' :, ''' ':: I ' 'i' '·'' ,., ' ' " ' " ... . ' u, sl· .. I " ,,PROTECTION ::,!ACT ~ ,f!/01 ; "rrT ,o i/'·!1' I ,1Q\~ , (I /s,c,I , \' \~ r_,:,-J J J ! f{l' \u ""' 1 '·· '·1 • , j:'l.(j·'f/, If r•.r' ,, '!!''• (,I\\) /·'11! //1 l\V. //'/~/ ,{{,11'' \ •\?' J / I J ' o ' J I l 'f,." , 11,!/rj'',/· t}1 \ 1'i/1!//,'/,///// "'m:--• "" ~I. ::, "7 LOT 5 W[TLAND ' ).:v. -,, ,\1i:t .. :If~·· i , 11 • "' ~ I ,,;•,,1·J,,,,,,, ,/ i!t/1{/ 1·,·;1,1,// ~ Jr ~ r'1,'J1 'I'/ 1} ,, "/)f ~tlil \'~~ !J\ \~ ~ ·1l//i/1,rf1l,Jf11 /,il/1 '!!'0 -' ~ 'r,.I F -;-,-~...., ( ~\G r' ,' I l /; ; / / / ! I / ,( -/ I I ,I! l' fLI ,... ,'' f __ 4.i-'\ ,/,'/7"77 1 1,,-...,,.. ts_\\ t,..\'I.'. /,/,,,,/,,'1///,''J'/r'.J/11/ c,, . , _;-.,, ,' i, -~· ---·--1 i / ,i i , r' / , , ; 1 / .' ,' / / · / rr;i ,'"'"':'--.. r' r ,' ·-,-·, , Ii , / / t / 1 l 1 1 ,f ,' t I l 11 ; ! '1 ~~//--...1 ~ ~,el:, ~1_!},'/-,l~.:~f-.,,~,~,;;L~1J 4.·····-1,--/,?~1~~, ~rJ./L,l;lit 1r.1 1///1/,///1!////11//l///,t;,r'1·, ~ ,JP _,;:!\\'.)~;,. ////,'/11;·1frlf~'//1!//1l/J6ll; .. ,. /, ,!_. f.. •f· 1 '1, ,";"Z,-1 I/ J/r•t,, 1, 1; •, 1,,11, '1r, 'II~ .-,1 , , , ' /1 , Jr 1 1 O / / ,' / /"' ~t~ ,• ,_. i)l•~1(/ / ' / / ,' ,' / / / / ,' 1 / .' I / / f... ', / 1' / / / / / J i , ! i / f / f / / / / / ! I ,' ' f / / i ( f J ) / / 1 , 1 T7 / ,' r I 1 / , \ \ / / 9) ,' / / ' / / / / / / ,' / / / / / / I (.:) ,,, s:)·'• r1 ,, '/~ /'•,'' II /!JI!, /f/J./ ., ... \ ··( '_j_/ /, '['lf,1. ///,/ /,•,,/,,,,! if1 ,, '/', l /•/•·(., JI'/'/ ,, '/•''• lrJ cj) ll /,',/VJ'' ,' i /V ,11~!, /I/' l.;'N { /-1/ J i,1 / J '--stlU 1~1'; / 1'1/ l ,, / 1 .,,.... r -'ti l ! '<J//YO ~'' i / J 'J / / // J //,'1//·r·, /~· //ll/,i' ,-I 1-/'f-, /1/, /,,;v'/1 //1 //I//,/ 1/ i ;;...> I ) ' ' 1 ' ) r J I ,, J I ' I I I ~*1 ' / ' r ' ::~.(\}\flO I I ' I j;)-Y i;c•-tl'ijt . ... \ '::'<..i..,J_j l i i i' S(ro-1c~! // I I ' I ' f / ' I J I ' ' J I J ' ' I I r ' J ' I ' I I I ' ' / I / ' ' / I r f I I ' I 1' 'J,1 /i/,,u-::/Jpl/;'!il!/'; /;"~J\/r/;~ ;fer.JI I l I ,,11·1.J·i.:.t .... J. '~'1,-· \ .. '"-.1..i I I if I 'Ai.////,/// I/// 1//,t,'Jjj(/.j ljiJ;,J-ilitLicµL?t1/i1 // 11 j /,!!//i '] .. --------·-·---·---"--42B --~J~~-z_({~!!lflJ!; Lt lr,~{l'J;i)/:tJ j'. '.4 f -;,;-2 1 9 L(]f ,'/\ '~ '• :-::-:J..Lk~{l/////,/,/////,//1///f\1;ijf// '; // ///,//// ):,/////'.//f //-1//;(i'./1//11/., .~t --1.....!....J... (! 1 J'Jf. ,t -----\ ~ , \~"...,,_1 \' •, I Ir l / •]~ ~ f 1 , I J '11.,• 1 / '/"·, {J'l(j1· }•I , , I ~-,.;_,If 't ,S8A'fi1 261.'G' \. If~ ..... A . .c.1·_"c~. '1'l1'//li/l1jl!,-1l, I it/<L,"1:;/11' rr,1-1 /!1/l//,'i/1/1 "' -~ v ..,,T" .J , , 1 , 1 , , 1 , J , 1' , , " , , / / I I 1 1 1 , 1 , / 1 1 I o W. LINE, ~. JO LOT 7 '\ ,) J; t\) I (· -t 11,,li/1/i'11IL1 !i "'1!~1,1'''' I i/11/ //1/f !/01 i-fl,:~11j4 ,~ · ~ ,,, / .... ----. '· ',,,_ :?,; 6 VA OPEN SPACE TRAG .. T //////li/!//,,.-t-/'"'/,;_ 1//I '-'-1.J._J I' ,J Jl/1 //: ·c:> ---f 11.f \ ~~1~i(. : ··-----· /./ ,-, \ I Ji .... . \ l i I ,' I JI l / / / l rlrl I/ / 'fi'·-111 -' (:.,'1 I Ii f l i / IV. t, 1il "~1 ~II~ --7 / 1 1 1 \ / \ O/J[[\/ cp'!\C[ .. ; : t l : / / ~,· : 1,.1 ;f,/~1-J 1 1 ~ ~ -, 1 1 , 1 1 i I r 5 ' .. I,'~ 8 ''9 ', \ \.'.~.0-.~1.i ,l,.l1 ..) 1'\' ,/'./: 11,1,1:,} /1•, 1,', I' le' ,,,,,,/1 -.,AJ r r/Ji) 1 \ 1 .,. 'i '·, ii ,,; ·,, 1 1, /, j 1 'rt-'', N.\'iJ.'v1 '{1, -, 1 r ;, .J,'' ti I <() i.l, \)' .,~_,_ r 1 1 1: l · .,, 13 · J 1 -: ; , 1 A A\"-, , ~;Q ,' , 1 r 1 , , 1 .r 1 , ,., I r 1 / I • 1 I / ~ .:i; \ ~-\. 401/' 11 :~:--' .,: ·,") ~ ~~1 / l / I l (/\/)? / // / (; j ~1\ . ; I I // /////' ,,, ·• o, ;;i,i :' -'c;-·' :;,,,._ · / ,.; , 1/-J*/i/;(o'J,il/~ c,\ ~ '/;/.'//. ·~ .f;,gf.. ~· I / (lo' -" ;?; /-·· .. &,Jijj!)11' t, / iml/of~Jj,E~· ,:{) , f/,1~!///l --__ ...... L J'",' ,· ..., _j_. ".t: ~ &!Jl.X ---~ o.\'--) ,,.~ , .., 35' , ~ Ii' V ~ ~ j ') ---~ r-· 62' .--~ / ~ / ! f 1 / I I 1 I I f 0~ ' I '1, ' / / JB_."C.:I.-~E·" ___ .:i~p-.,·\·,_·_. ·' ./ \ ..... 1 ~·l//1 l//11lj, _./!J? !/A!/11 ··---.. () -·--------/ JG' If ..---.... • vi. ./ r..'U / / ,'/ / / 1 ,' / , i ~ti, <~,;,.J ,i / y , J 1 ACCE rc " IJ [II I fY ·r1.,Ac1· ----1 --i------·--""'/.· /. • -... "j" l, ""~ .1 G:j 1 ''/ ,' ' 1 I ' / I/ v v , 1 11 I I I 1 --l~> dt -1 r------·-~# ... ,.) ,...~,.,,s .... ....._ 1 f,J , v)';1'l I l, i J 1 , 1 1 / i 11 1 ,, i , I "ii':' .!'· \, S'! ,.;;, ,I;. / // I ! i l I I / I I r; f If ,-,..._ I I / / / / / i //1)1/$[. ---------·-·-·--·- '.' : I' ' I, I ,: ' • 'I' ,i: ,·1' ,,I, I . , ... , .,i: , .. __ ._2L_ ___ g ;,~ 39 ' . ___ ;\ 1s,· ~t / .. -... stJ;,, ···"··. i·;,.1·,~/;~·-{ ~~------· ·-·-···-1-2 ... -~~: ~!(////////// f // fhl//// ,,, ,,. "' ~---.1 ////'1//, ,,, / / ,, ... I . /\ ... ~· ~·-1·1 ' ' I I j ' 'I II IX I ' /--1 I ~ o: I ; 1 I' ' ,' Ol i ) \ / ·---··-~-/'l:?J,/////1// /1'/////, -;,,~--·-~ <o\L> J //1////// ;;:I i 2"' -t:f-15' __ ._____ ! / ' (/I,' / /1 / / / / / I\/ J I I ,' . t";S.0,.\) 1\:?.,, , / / / 1,' : / / / / / v. I .) ,-'' ' t'.".)/'//,'11;1 .',/1/1 ;1/;11f// V ~-·~· ... ~-·1 ,~,· fj/,IJ)/j"i'(/r ::·;{; .4 ,' -~I~,-l __ j f 'i t-..) i/);!//,1///////!////1 //! '\\\0 ,L ,,,. ~, ///l/Y,1 ///////, ~n r-. • k) .-··· ---'1/4 '·~ I/ /Ii/ I 1'·11 i / l 11 i I l /1/ / // J,/ 9;-~ QFJ[f\J SfJAC[ & Al// f /.{I//// /1/ / / t1> , I'-: Lt.J ,./ // · .I,, _.,. , 1, -, ,, 1 1 r ;..·I 1 , J 11 , :y /, 1 ,, rt,, 1 1,, , , ·~.t· i <,.· re-·' VI _._,//_//////f///·<:1p_01/1 ,',1/' ,·/1/1//1,/////l//,'/ "'t" no· 1 t n / {'') <' ; l ,' , , , l i / , 1 I I i i i f ~ S ~ , , I I/ , i 1' 1 ( / ,' , i / 1 ! I 1 ! 8 ·----;----·------.\;·-----· VJ 1G ./ 'I}.\/ --II' //.(1 I' I I I I I If I/, j.'"''A;j ~\ \\\ \J'f I l I/ I /1,1 I/,'/'/ l / / / z \•. / ('I /' <",r,• /,'/1/1'1'1,11/,1..IILJ~,,\ ./ 411~1]/li//!(1t'////1l//ll i "' ,n 11<)' ... ir.:i ..rv 1' 1 / l • ' I I i ~, l 1 ' -'1 'i I I ,' • / I f J / ,' , I I \ ..... M.a -1 I , ' , , / , , , ' ., , I I j 1\' ' c' , ' , . / 1 • I .LI (.,.J ·-------· --,---· -1 1 , , I 1 ,r 1 ,. : I , 1 ,,., , 'I, . ! l 1 , , , d, . ,, / ! ,j\\l /!~1/1 1 1 : r , 1 , ; i ' 1 CJ .~':'i. ·,, .' ~.~ ~ ~ ~ / ,' ' i / ' , r f 1 / f ,' \ / 1 • / J 1 1 r, , ',/ 1 ·r-T, (' / / 1 r , V\J ·1 / • 1 / / 1 1 ,' j 1 ~r i\-~,I'. .,;., .;!} ~ ~! "° // i ffQ 1J£ ~D j / / / r / / / / / / // '8 1 / / / / / / // / l 1 / Af 1i1 / / /7",! / f fl// i'$l / / / / / // r' ' \ au· ~ n,, 1~Jl so· ~_:L .////!;/1/////j/"/ 'o\) 1//f/[/,li/J}J!///)////j///Jj/////ff//i 11 -:~------·~---! Q \---·----------1 I If/ 1 l!/1 '1 Xi I //Ii/I t12":1i1p. I~/ I 1 11: i I J/j,1 /I' I I/ i I ~,..---.. -, . ' ''"'' .Q ('\.11 ~ ·{I t;_ Sf ,_,,,,,\, 1 __,. -, , r 1 / , r , , , / 1 , , 1 , , / , , ,_, 1 , 1 1 , / , , IA..! ~ •• ) " '11'""-mrr.. ~ Jr,TORr/1.JOHA!NAGE& /!///£~p//,:li;//1 1j]·,(/1/,·//llf'/;/1!/J!'il/iiJ/i//.1/l 1 i;l '· ..-.. [ Jl!,'VSE 'ECREA IION IR ACT / ,j, / I r;;f 1 "' , (/-~ 1 I 7 / 1,-1 I 7,1 I / / / , / / I ' l I I --· >ll .. ij·,w. ~tr / t/mf:0 \ ,0_1,'/, ,:v1l ,, ',,,r1:>111~1•11'''1/• . . tr!. ·-0 -------· 1 ·7' ., 7' / 8 • '10 Elf. Rf.I . I I f./..LL 1:,/ J../ I . -eel 11., I I I;( I 1' I I 11· ,· . I I a· hi·p--~~.,;,:i. -/ / ; 1 r·1.1,2/' lff'.,,~/ J'~f' , 't...( ,, 1 / i l 1\{ / ! / ; / ,i 1, \ ~ -t:., o, ~ 'c:·1 dL4?/r·a,, ,,1,,,,.,1,fti\, \\., "'' ,,1 '" .' ~ f ?.:, ·ct·&,', "./ ' u. / J I I { / ' 1 I / J I / , \, 1i·:; J i 16 r.i, , ... 11ir,e·-,11;;:~r 1W,1·1 /1 \)) l,1/I//JJJ/l/1/1 \ .. Tf{ACT "B" w...,.._..,.~.,,...,__ • .,._ STORM DRAINAGE Tf<ACT 15' !NG!i[SS, [GRES~ £AS[M£Nr -otuic111Eo-ro -· · \ \ 1 io ,::~~!!l,J~(.i' ~· ibO[( ... i,1. 1 • ,... ' f/J i' ,I I L ' ,' ' I / /t!tt' ' ' / i / ,' 1' , I r/•15' ·-y;'.,,· ,• ~ !$ '' <~·~ !-" " 'v\ •'' (;f;; / '1' / / '~/ ·· f{=2:i ,.--, .• ~ · -1~_ .. ·~ ·· .-'· r;r:.,.,11, I[\ ,r , \ I I I I\)~ /-J, y: V ,.., IM,.,... 1 !' rn / / / ~\,'{ ' r / '! 1 ' 1 / f r} f---' 4 .o y 1 , 1 ••,J I i ; , 1. 1~, 1 / J r 1 i 1 , , 1 :' j C) , f', , 1 J \ r , \i/ I / / J / ,,"\ .r-,·• ,/---' 1:;~F.. j l f / kffi / \ di / 't.:f>, / / l / ,1 / / /' BONNEVILLE POW[li AUM!NISTF/1\TION '• -·...._-............. --· '"'""""""' . ,...,,,..,,,.._~..,,.._ ..... ......._'f"".:':';',""':J'-~~----,,,~.O~O'"-'".".'.::""-.J•=-J-..,.;.______ ) ' / , / / /Y':3.i ~ _:;, • \f1 / / / / I / / r ,' ,', ',,, \ (.) 454 ,, • l'l:-1~.-.,,~ .,,_:; ::.:._:;, ,430 ~-~2/i :~:, .lti1/:l~'--4,15 -/ r.:-n ' ··7'"'-~ --.~·:-~O"".ll";"--:----·-··~2·~ .. -,r=IO=A-!-P-!P-[--- tr) 9,1 · F ·· ·''·, · · ··. ..,~~--=-1'"0 ·-···---· -"-· _..2,··~ Q-·-· ' ("" 'e<! fc,_ 'L I/ JJ2JO:J9012 --·-·-··----- ·-r ~-·-·-• ,,._ "" 1lL::: --·---··· -.... .. -.... \,. ,.,.) ·::_, 0.88' ,··;:( :';ii. 'r' I i'J.,, ,. 1,9 U6' r \ ~7.00' _) •. · --·---\ ~>-----I .-o •, ~ -~~\---~---~ ~-~---·---·-...1_-· --f.· __________ ) ----1:-::+-s8cr~) 1-·06 ·1-, g-: 94~92·2"1' ,>1 • .,.B.,D._· -__ '_·-"--~ ----J1~1~· .,,..,,.-=-=--=--\.~-= -.---~---=-__ =--· \~~:.:__:===·--·· rn::.. sB" 0 ·-··--------·---·-·'--..-. ..-· -~0 -ril -. ~ __ -· --·· 4211 :c_c.:·581J'52;J9"E00,,-,31~'-0'-· .. t<) i,\'l ~:i\l . ;tb --~,'[o / -----;JA ,\'i.1 -420 -··I") -Li ·--t,qjrf15-. , , ~ -·-·-·----__ •.. ____ S,Jlflf.E_D; jjlflf[_.§..J:Sl!1QL PAINT LJNES-- rw110 4·x1· MOtl IM CASE Ylllil LEAD ,1!/E 0.8. APAFfr--:--:--------.. ----·----.. -·--------_ _J _____ ...,,_ \ \ 1 ~/ 1-~ - I \ \ ' I \ SURVEYUllc 51 TE A0UH£$S; PARCEL NUM£JEH: lON!tJG; PROPOSED USE: SCHOOL UISTRICf: FIRE 01sTmc r, TOTI\L SIIE AH[A: PROPOS~O MO. Of LOTS: LOI AllEAS: I.OT I: LOT 1: I.UT 3: LOT <: LOT 5: LOf 6: LUf 7: LOT 8: LO[ 91 LOT 10: LOT lJ. LOT 12: LOT 13: LOT 14: I.Of I~: tor 16: Tr/ACT "A": IHACI "O": TRACT "C'": TRACT "0': lRACI "I:": TflACT "t": STHEET l"!!GH r OF WAY OENSI TY PROPOJEO: OEtlSITY PEmAI ffED: STfH·:f:l SETBACK: JN TEmon SElOJ\CK: '' .,~~ -~-~- ,\ •C ·--/ 0 ~f') - 33 Mfl. KULWANT SANDHU 1.1909 S.E. 159rH PLACE REN roti, WA 98058 ( 425) 269-7270 SAMOH\J PHOPEJHY. LLC. 1201 MUNSTER R0/\0 S.W. HENTON, WA 98055 DAVIS REAL ESfAIE JOHN r AM8URELU 1201 MONSTER r~UAD RENTON, 'I/A 9D()55 (425) 228-5959 DFFE £NCIM££HS GROUP, INC. S.W. 1.5932: S.L 159TH PLACE RENTON, WA 98058-7832 (425) 21)0-3412 l<EtlNElll R. AMDf.RSON & ASSOCl1\ JCS, IMC., 1720 S .• \41ST PLACE. SUI IE r[OERAL W1\ Y, WA 98003 (253) 830-1199 12014 $.E. H'M IH STR[[T REil TUrl. WA 98056 PAf{CEL PARCEL 619960 028'1 619960 OSIO \ ' ' lwl ., I I 1 R-6; RESIOENDl\t, 6 DWELLING UNI rs PER ACm: SINGLE FAMILY -0[ TACHEO HUI TUN SCHOOL DISTRICT NO. 103 Ki,JG COUNTY fill[ UIS TRIC I NU. 40 272,IJY.i SQ. fl, 0.259 /\CRES 16 J,404 SQ. FT. J,200 Sil. FT. J.200 SQ. FT. 3,600 SO. FT. 4.050 SQ. FT 3,041 SQ. FT 3,176 SQ. FT J.513 SO. FT J,515 SQ. FT J. tOJ so. rr 4 .. }13:) SO. FT 5,090 SO. FI' 3,372 SO. FT 3,7J1 SO. FT J,200 5(). f T J,464 SQ. FT 167,626 SO. FT 16,056 SQ. FT 5,GOJ SO. FT 12,273 SO. FT 2,fJ,~2 SO. FT 1,067 so. rr 10,033 SQ. Fl 8 DU/AC 6 OU/AC MINIMUM, 9 DU/AC MAXIMUM 10 FEET 5 FEET SCALE IM FEET ~~~~,i;~;~ 20 IO U 20 ,1 u SCALE I" .. 20' Lf.G,iL_J)]SC Illf'l'J ON: PAHCEt "A": (PEH STATUH)f?Y WARHANlY OEEO RECOfiOED UNOER flECORO NO. 970'.}221296, RECORDS OF KlflG COUNTY, IVASl-llNGTON.) LOT 5, BLOCK 2. NOR fHWt:::STf'.HN GAHO[N rRAC'TS, DIVlSION NO. 6, ACCOHOINC TO Hif. Pi.AT fHEflEOF RECORDED IN VOLUME 46 OF PLATS, PAG((S) 100. RECO!WS OF KING COU~ITY, WASHINGTON; EXCEPT THE wtsr .JOO F[ET THEREOF; AND '!!!Ar PORTION or THE SOUTM[ASf QUl\ffl(H OF fHf. NOHTHW£ST QUAHTER Of SEC1lOM JJ., TOWNSHIP 2.) NOHTH, HANG[ 5 EAST, W.M., LYING fJETWEEN TH[ EASTF.RL Y AND W£SlEi~L Y LINES OF TH£ OONNEVl!.LE lf~ANSMISSION LINE F!IGH T-OF-Wll Y, AS OE5Cllll3EO IN IN31RUMENT RECO~OEO UNOER AUOITOfl'S FILE NO. 3176820, AND l YING BEIWl'£N TH£ NOR TH UN[ OF LOT 4, ANO HlE soun1 LINE OF LOT 7, IN flLOCI( 2, NORU~Wf.Sf GAW)EN H~Acrs OlVISIOi\l MO. 6, ACCOmJ!t,!f, TO TH( PLAT TH£R(OF RECOHDEO IM VOLUME 46 OF PLATS, PAC((S) 100, RECORDS OF l(IM<; COUNTY, WASHINGTON, £XTUIUEO EASIEHLY. PARCEL "8": H?ACr 7, EJLOCK 2. HORTHWf.SfERN GAR001 lRJ\CTS, OJVISIOM NO. 6, ACCOfWING fO THE PLAT THEREOF HECOHOEO IN VOLUME 40 Of PLATS, PliG[(S) 10{), HECOHOS Of KING crnJNfY, WASH!NG"fOM. 00TH SITUATE IN Ti![ COUN[Y or· KING, STATE OF IVAStllNGION. 11'!1,ll....BE.l'.Q.BI; DU[ TO Hlf. AfJS€NCF.: Of C1Jrmr.1-1 r $1101\N HEHEUM. M.lllUDlAN: llfl[ llEPORT, EASEMENTS OF RECORD MAY EXIST, O~flCH AH[ NOT Pl.AT NORTtl; PER PLAT Of NUHTHW[ST GflAOEN HlACTS, OIV!SION NO. I; llEC. Nil. J/U(IJ97. D.~_,~!S_!)J~_li.fl.ltl\ll.'!G$; BA:.;ro UPON THE MONUMENT(O WEST UNl:. OF MORHl'l',1::S'f GAHDEM Tf~ACTS. DIVISION NO. 1. U[ARING: N00'28'10"E Y JaiJIC;\L_!J.I\I!l I,!; KltlG COUMIY VERflCAL DAIVM (NAVlJ 1988) ll.,1:;!'!.C!!MABJ(: KING COUNTY SURVEY CONTROL PO!M f NO. 3!309; :,~ X 3~ CONCRETE MONUMfN r WITH MAIL, SE r 0.50' BELOW GRfi.OE, ltJ A SATHER MONUM(Nl CASE. ELE'IATIOM "' 4.48.11 g FEET K:.()NI001LltjJ]JlYAL: . 2 FOOT \ !!1::l.'ll!U\JiG.llli; ! KING COUtJTY ASSES'SQqS. MAPS OF : S(CTIOM J3, T. 2J N., n. 5 £., '11.M. Pl.AT OF NORTHWEST GARDEN lf?AClS OIVISION NO. 6; VOL 46, PG. rno. KING C(~JN ]Y DEPARTMENT OF PUOUC wom<s. SUHVEY UHANCH, GEOCHAPHIC IMF OHM A l!Otl SYSTEM, MONUMENf JNFORMATJON DATABASE. ·· lJND.EJl!i.!lfill.tJJl_tilllfu ,IJNOEHGRCUtJO WAIER, SEWf.R, STOHM, ANO GAS UTIUT1£S ANO srm.1CTURAL APPUl?l~)Jl\MCF.S ARE ,SHOY/1'1 AS INDICATED ON RECOll!IS MAPS ruHNISHED BY OTHERS AND VERIFIED 1'11-IEHE POSSIBLE BY JOUNO SUf~FACE FEAfUR£5 LOCATED IN lH[ flELD. WE ASSUM[ NO UABH.IIY FOR ·n1£ ACCURACY OF TIIESE HE COHOS. fOH FINAL LOCA f!ON Of TIIESE AND OTIIER EXISTING U TIU TIES IN AREAS CHITICAL TO OE51GN, CONTACT THE unurY OWNER/ AGENCY i !lI11!J'.l'..J~.RTJ)ll!illllfu CABLE T£LEVl5lUN: f.LEClRICITY: '(• \C ' ,I ,J; GANI fARY SEWER: ·,srQfHA URIIIN; ' ',l[L[Pf!ONE: WA T[R: --1--· COMCAST CAGLE PUGE f SOUND ENERGY PUGET SWND [NEl<GY SOOS CREEK WAl£H & SEY/ER DISTRICT IIING COUNTY SURFACE w.,r[R MANAGEMENT SOOS cm:]J{ WATEH t1. StWE:R DISTRICT 425-396-6131 B08-225-577J SIJB-225-5773 2:lJ-630-99(,'{) 425-,50-6370 800-573-1311 2SJ-6J0-9900 REVISED PREl.ll,mNJ\f:1y PLAT APF>ROV/\L ,, \ACK_.o .. l'..llQ\'/>l,./\T~nE,J~_ECrJUN ····---- 1 s. E. 1 s4. r1-1 ~;·rr~E::ET , '-......__ OF [iL HMIII SIREEI AMO 120Tfl AVE'i'JUE SOU IH. VISITED 11-21··2005. /iL'/Jlf \ FOUND 1-1/2°' IIION PIPE IN PLAflllllG ARlA, AT INT[RSECTl(JN Of S.E. 180TH SIR[ET ANO 124111 AVtNUE SUUIH, 526'20'49 .. E, 1.77' FROM CALCULAIEO CENTEll or SECTION. VISH[O 11-,22-2005. I .. -. ·-------·----· -·----·-··---- I \ -----------------·--·----·-·------··- 11E\/1Si01l NOTE: THE f'Ul<l'OSf: OF THIS PRELIMINAfiY PLAT HEVl'.ilON IS TO HE -ALIGN THE PROPOSED STREET RIGHT OF WAY, LOTS ANO TRACTS LAYOUT GEOMETI/Y, LYING SOUTHEF<L Y ANO WESTEflL Y OF THE 50-FOOT V.ETl.ANU SET-[JACK. ·---~-+·--------------·----.-·-·--- I ·----------------·--·------, },'(.,'£ND: "' .. CATC/-1 /JASIN SANIJA[/Y S[W[[i IAANr!OL[ WA1ETI VALV[ GAS VALV[ !YA T[f< ~11:TEI< WATEfr FAUCET "" PO~IER METE/< (~ UTILITY POL[ EU SIGN POST c\AA/L fJOX FOUND R[fJJ\11 i FOUND MONUMENT /Ni CONCR[T[ ! ' CONIFER rr,cr I w u) I ,. ,0 s E. mo n1 sT. v, w ,, -----· ---··----· ··-- SI fE ··· :;.E. !HG'fH SL :J.E. 182ND Sf. -~ ... - l\"j··:i lJ{\ DC:' I .· ''·C~ Lv -, , -J~·.J V!CIN!'l'Y lvlAfJ ~(.C. O.D.l:.E3 ----------·---· ----------------------------- SC1\LE: 1,, •.. 1 / 4 ~AILE L'=====---=-==----·----·--·----====·--=:=.=·=:~-_:::_-: ===--============ ::::::·=··--==··_·--=-===··-=-====-=·-=-====-======· ·=~·=::. __ ·=···-~.J '::==:= :=:== I--AJ;:..--c::;.c,~.:7 ' I l ~-- '" >-· <t 0 ----· ·-·-·-·----- z () ti) -+··-·r--1·----· ·-__ ,__, . ,. d 2 '----·--.,,--~ .. ''" .. " I (JI <: ·-· " C u • u.. ;, ... •1 i'. :, Ill -----••••,••••-.. •---·-----u,mo.,.,_ .---·----·-- 1..,_ C) z 0 [J) > L1.J Ct: 1-- <( • ..J Q >- (}'.'. <( z 2 ....J w Ct: Q ::, -r· -'-· (.) __ J ......J " >- f-· 0::: w Q 0 [t'. Q :.°J I 0 z <( (/) (}'.'. 0 L!_ z () f-· (? z ,J: (/} .,,. "· c,. > >-· >-z =:, 0 u C) z L ________ : __ CJS l<l~A 1------1-------- SCALE: DA TE: 1" 40' 12/05/05 JOfl 'o 5 -··· () -;-7 SIIEEr 1 of 1 FOUNU ALUMINUM SUHF ACE MOfl JM CASE V/lfll PUHCHMAI?/(, 1 6t.i' DO'i-Vfl, /\T INTERSEt:rtOtl Of S.L ltHTII smr::Er AtlO 116TH AV£MUE SOUTH, VISliEO 11-21-:wos, --~. ------ -----------· --------· ----·· roUNO 1/2" R[BAF/ "0/?YCO /134 145" ,v; \ --------- 432 \ -- \ \ ··1·11·•·1·i,," "·I '••'J '['['''"II['['" l,1. ".!I ,,·I ,:,, ·: .• J.·,-n. ,.,.,,:,l,.i .. -'-... : .. ·---:,,1<1u::~,; ·:)·\,h::, '• .t:~;, .. ----, _, ~--- \ \ -(-,-.-I .,._., J -r-' r•r --, l"f ' ,--1 -r, 1· /,' ; ,' i / / //1 / ! ,' / / .' , / I I ! / / 1"',-,, r} 1, ,,('1 i ,': r' i ,I/! ,' /; /: ! ii!,' I I / ,' f ,J ,I,' I -f' / ,r / / / : l i !-t l 1t t l 14 NJ I) , , 1 / / 1/ / / / / / / / / / ~1'1''[1'•-1,'·l/f I 1/ ,/1,jl ~, 1r 1 J,1, / . ., rt I ii/ '/ i r, I ,', i J /, / I / r .' / 1 ! ,' ,', 11 ,' 1 I/ , 1 I/, .. -;:;· j"I-, -/ L ),' /,, I ,' i , ,, r 1 , , 1: t ,, 1 , iii , 1 1 ,_, 1' ,r ,1 1 l 1 \ _..... •! ,,,,, ,11 ,1•, ,, 1,,,,,,, ,,, /1 '1 1 ,-r / / / 1 -I'·, -~ c" -rx / I i / / ,' f f ,' / , / / 1 / / / ,' / / / / / ' / / / , / ' ,' / / / / ,' '/ / / / / _ -r,' r,, ; / .i I i ;1 l; ; 1 r~· 7 ,~,..,.., /~ / / i / .r / / , / / , / i i ,, i / ,, ,, ,1 i 1 .1 i I l / / , 1 / / 1;, : I ; / ,,~,,i / / 1 , ' ' , 1 J ' J ' ' 1 J ' , ' 1 , 1 1 , ' , , ' / 1 i ' f ' ' / , 'c.,./ ,,~, > '}· t ' , r , , ' / , ' 1 , / 'J;;J,h 1 ' --.--' ~~ I,' / / / / / / / i' /1~1/ :' / ,'' j / I / / / / !\1i::j' / / i ! / ,J / / .' 1 ,t{l\1 ·1 I 11 l / ; 1 i' / / / (,1 /',/ / / / ( / 1~:r / / i __ --u1 I ,1 / / / / / / ,/ i'11 / / / / / ,\; / 1/ / / / / / l\=r;i / / ,i'.J / /.,/ 1// / / / / / / / / / / / l / / / / / ,/ f 1,· / i ;' 1' !, 1/ I' 1 f ..J:. t-' , I , 1 , 1 r I r , , , r , ..-,t 1· 1 , r 1 ,. --.£ 1 , \I , ~ ') 7 L'._ s.,.) Uff ::i ;.· ,·· ,. ~: ·ni,,,,: .• ........ , ..... ,.-.,1 [\J . , ;) t~. , VV.lv1. I ' PROJECT '"r.ORMATlON: ------·----llll.!-·-··------ OWN(H: DEVELOPER -.... J ' I / / I r J ' ,' / I I ! : x' I : ' ! ! ,,.~1', /\ . ,' ' ,' Ir I ' ,' I / . 'x,) i f I I I ' ! _... ..-·, ''// J/,'1 '1 1 J,1 '•1 1 1r'f~:J). 1,'I IJ'I ',_Ir/I'•' -i;-1. / / 1 ,, / / 1 / / ., : / 11 1 t / ,' '-f / r 1, ,' ., i 1 "/ ; 1 / / 1 1 ,, • ~,' ~ 1 \ -I I • ' ' F J I J ' ' ' / J ' ' J I ' I .. v ' J fl ,lfJ.'i/.r,1 ,)1 :,,'i l,;1\// fy \"'; ~b.."C .... ~ ----·--·---·-----J L. LIME, w. :,oo·. LO r 5 SB[l':il'O!'(" . '' " ' '' ' " ' \ ,~ o, m •J· ';!'. i ! / ; / / ,' / / ,' / ' .Y j / / J .' / / I / ,' ,' / / i'JY\ \"l ~ ,·d, .. ~ f 1,/11, 1/) 1)',l,'1,'li I ,:8 J ' fr r J f I , , , J J l ~ .cl,. 'f'I~ .,Jl, ~Tl J_J.-~~1 I / / / / :' { / ,' ,'.).,-,..• ---• i, ' ..._, l.J. ' i.,.,-·::.:::::..~~=-~)G -~ l f-------·-----------------~ WEltANV ' SU8'51'11"E 217.81' . ~·-4··-----M·-·~"··~-m--,=-ot<¥£.WWW--•h z:z -Br • Q4G1--·-·-::-r-----·---~ '-, r\,· .,,, ·,Jt. .,. N. LINE, LOT :; ,;, WETLAND ~ \ ,.,u-.,. ---- ··-~' .dlc OPEi\/ ,c;/:>ACE "' (~ '\ !'>-, •\\\\)! I >rJ,' ,o,v ,/--r.; ' ' . ' ,.J,...., (1'~/ I I 1f'i1@a:;~ , ;,/ '/ f lli' \) i.) ;1 ,,,,1,,r1 ~,\ Y' /J'1.{·//j1//j· ,t,..,Gr 1!/Ii/li/l!f \~v·<{!J< fiJff,,/il//fi .,t, ,...,. ,,,, d, -ll · ·~:,.<o 1.'/1f,1/'//j'/l 1 -\ 'J•'/11'' !,,/ {jl JI 1/ 11'1/IJ1/1 " .,, Cf) ..-"\. ,1//1,/!,'1/,'///,// ---J ~~ h t>1 i//1 1//t/;/!1/!Jfi;, I'' I , ~p £r) ·vi.. \-;~ .,....A / / / : l l l I l /11 l 11 / 1 l I I l / / _,.,, -. "-:i "' __r:P \'' ~ @ , , , , , , , , I , , , r' , ' , , , , ,.., ( r r A 'l .-~--...,. \' \ , 1 , , , 1 , 1 , , 1 ,,.. , ! 1 1 , , 1 N r!r /,1, ~ ---------1'"f'///////Tl/// '/TT/T"J;"-.,_ \'-\ \':,'l; , ·, ,••, f;/f//////J//'f//r/-////; ~ ,7'-,i',)-,, <(\\ \)<?U. ·/ h_J.,;. ~r:;:!..~l4 .... I •••• L , 7:i-yi~ ri'J / l l /.itd //////// I ,1 // .i //////fr/·, , ,~, ,tl• )j~\·.~~~,' ; I/ J l ////r/.,j /// / /// "f/;/ / i -;c1·'r'/•, .Mt'(\'!;/ .. ,f/Lf 1r/11,r~-"1i//l/1JJ-r-l7-l1/ll/l///J1{/,'//,1/itl/·jJ/!tr•i,_, -,-.,.-···r-r-,._ \ \ i 1 'fjll1,/:l/l 1;fi/;/i ~ i/'/:il/1~lff1 ~1,~\,__ '1'/~,1 ~~/11///~ji;i//,.{J;i/f/l; /;1/'// /;A/~'//1////1 1//////;'/;l/,i ,'.:i~!J///i/?T/~·r////j////, @~~ -.., '.. ;, /1/., ,~J/1/L1//'./;1/J'.//'./,'//,//J 1i. JI i ,' ' ' '' r-,-1"'-J-;-),, ./-1 J. //''I,'' 'I J. ,''~'I,'.'! i I 'l'PJ,' Ii',' Ir,' r //II,'' i' i' I . ,' f'·6'i ii I// J ! ,'JI j I'',' J j i's / / \' '-ri ,' I '0,1, (II J / 11, f 'I''' / // / :' } 1 / ,.. / / /1/26 ! / j F,t ," // / / / // // / / / / {/-/ /) / ; / / l/ 1-f T'?1'l /._.{I J \ ~~i#:~! 11~/tf-./1 / / / / / / / rt I/ I/ / / // / // ///// f ,...-r I ' , I -;-,;-/ ( / ,{/~/}' / /// / / / / / / i / l l / / / / l//,, CON IACI: [NGIN[EI!: SUHVEYOR SI IE ADUHES~): PAl!CEL NUMBER: ZGNING: PfiOPOSEO IJSE: SCHOOL U1S1R1Cl rmc DIS TRIC r: TOrAL SIT£ /\REA: -- 0.19' \ /-/ I J~? ,i(.it'1i'G/ b# { "~bf iF"b6iJ1j\/ 1/ !~ ,;'~/ l /' /? l /~,~~G:)f J-1// f // / /1/ ,// / / :~tJ1,··L1LL/ / // . 1 ,. So· ir}Tti l l /·/.// / / / 1{/ //// 1/ ,/ /1/ / I ir:,bt. /17/--1/ /-1/, C\ ·/1//1/ /J-.c~',/1//1//1;\/ /1//1//1/ / ///:1A! / / / , " ' 'IV,' ' I ' It • I ' r I ~'1.1 ,~tf'-11 J f,1U" r, I/ 'J I ' ' ~ ......... 'i_ / / ! ~· ,///Vo ' ''! I I/ r I I I I I I {-1 l' I I I o1l I ,.-.r:-f' ' { 'J J J I I 'J /JV' ·:~?.' ~ /.'.1~f 111,;;J;! //~; i(/j/~bi ~~l}:'0.~?/,: t(,ic1f/J,:/jt): s L~!sti:: . \\ \ ~~U_/J~LJ~u°ilt0l/ i,l//11 //;i///// }J::/J///i \;' ii l},Ji/t'.l! li~ i1VJ,l / 1".l ////1(/ i// ':~_ PROPOS(D NO. Of LO rs: / ,- •121) W. UME, -~JI}/' LOT 7 \ ' ' . . ") "' .... 'I I I 'l· 1,·; 1·· 1· ': ·1 1· ,. 'II .... ,,1 . ,i-i.L .. , :-: "S,ll,,ritlZ!/'i/.--iy'/1!{{Jilt ;~', I CJ ,,,~',!\.-~~ . . "\J.J'//////////,/,///i;h~~'J1/i '//////i///11'.11.1/////ii////i;~\ -i-~~-~, (~l','JI I ,~ll. S8~~)~1 261.~----···--·--'----~-\ _TDAA··c~1 "f\ .... )~--~~;)/'////'//l////i1-r1·//,l, l{tf1:1'l/,lf;rl-1/f/1?/?//l~1/l/1/////;I (~- \ ~ , l ,, ( f; .. !.J.l.!: ~-\. r' ( • j / ' I I ' I -( ' I I J i I J I I ' I ' ,.,)-_..,, . I • ' l / .._,, __ -1.:--,~Jr~~~tik« / -~/ __ .. ,.., ,: \ Jaq'~~>\ ~, ~, '/1:,_ OPEN SPACE THA<:J., l///////,//1//}f9~//'. //ii./ -.1.~~<f]j(!!,/)'J.----~l//l!//l·~- i:-~t,J?: ~~~ytr;>:-· l ,·,9, ,, ., 1 ·,\-1()'';(1/ .11 \ OF1 EN SPAC[ ,;'/li//(i:1t,~i..//.,,'l,-l,1iJtt// /-1'1r7<@$. (·~ 1 !///,'/l w .A l I \ 1 ~-8 \ ' L ,_ i I· '1 ~ J ',,, / /1 I ' I ! i ,1 I ,jj't\V11,t ~-/ i ' '' d ' I ,' i i -1 ,.;i, 'J ~ .,Jlc ' I ,' I ! I I I . "' ,ii '·-.....,. ' /J•,',\,1~1 l\'\J/•;/1 1 1 /.'11 \.,J f/11.'/I 0 I , / / / -.., -;t;, l"'.J J } ,' ' , 1\ 'l~ , I I / ' ' 2 I 1 1 / 1 , ' J if) ~1• .--\ / ) _ (·,, / J , I I 1~\\ • ' / / / / 1 r , / J / J oi-"'1 '40' I"-, r 0'' ··J-,,1,r/rl ,',1///1·,~I /,',/,',, "<t-' " , • '-I-' ' ' I I I ' I o.r ' I ' I . / -t""""-""'---·;r,~-35' ---~-0-3~30 ~ ~-j I j ,k/-l-/~IL·f!/.(JO; 1 v e,\ {1; i // {// ,' ~-r ,------=-~-.,. 9,, ~.ipj,/ Ir., .,-.. ii:"' " / I I'"' : ' r 7t' 't '-"',:i / I ( ti.,' fj •7, ~~\) r , 'ft°,'/ I t5. 7-, :J-,-_ ....,. • , ./..-J.~ J. ,Ji, ,~., -..--<'1 ,iL.,. r,&,'--) it, , / / \/ / I I \ · .. ----· /16_t __ _cell>~-: ~ / i/~c11i~r'ii,1 P/)f-1 y ;%tCT ,1\v' I /i'/;l/; \ ~-/ & //.)' l I/ 1 / '/ i .. _,/wyf}> '// /\, ,1 / / \ ,-t:-.//l/l/1'/i1'// ~· ~':j' ·11'l11'1l1'· l 1 j'.·· "'• J ,1 r ' -' / l -I ' / Vl//1//,1 //i//l,-;-:·.. !1 l',l!{ ("~.1 ,f-. "'''•1 ',·f'J''•J·--11;·'·, A "' '". "' CJ,•11 ,I,,,'. 1' ,'','.//,I,,,' ,1 ! ,' ,1 7 1l,. :,;i,. ;,;.'I,, 1'' ,i I,',',, vJp -~_,,~-,'-··,/ ,.... ~"C&· $11 I f / • j / / I y / ' 1 / 'J. / I i i , / II I I ,-I ··, ..... 1' l//-11. ..... ···-···-·---1.2-·· ~1./1!,//1,ll/,/1;/1 1:(/<bl.// /r\ (§}> ...... _. i,//i//,, \ ' I ( ' -~! •;if·~· I I I 1' I I,· , 1' II i< I / / // ·1-·-·!,;§;O>-,-· -----·--···--·---------. .,..._\1) I 'I I I,' I JI I -:,,-,,r,~·-, , , ' ,;!, ' V ,) ~) i1/.1•,,1 I • ',L )'"-' -. I , .. ~, I . ' J I ( I ' I I ' ' I 'I ' ' i i 35' J5' -----,,-.L----------[ / ------·--- .i~· -------I ' I.Of Af!EAS: LO f I; LOT 2; L'JT J, I.OT 1; LOT 5: LOT 6: 1.0 r 1, IOI 8: LOT 9: LOI 10, LOf 11: LOT 12: LOT 13: LOT 14: LOT 15: LOT 16: TIIACT 'A-, lHACT ~B": 1HACT "C": lf?ACJ' "Un: TRAC f "["; TRACT "f""; ,., 1 , r, / 1 , r l 1 : , , 1 .' 1 . ,,.'.\ 'f·> 1 l i/ 1 : 1 , , : ---~ ,, , .. ---·-· J , 1 I , , , 1 , , 1 I I I •! , , , \>-\ < 1 1 , t , , l ' 1 , 1 1 ~i/.,l/\/1,r/1,r; r'1/r11/,' <'\v ·-.. ;/1{:V)//1/t.i I S'fr<EET WGHT Of WAY ' ... . 'i' ' I " I I i, I I,,; .. ,n ({l • i ' b ,, uo· .. • L1J / ,-. ,., O, (/) -"' N "' ~ '!.! r!tl.,J -'~ . CJ ' ·» ~) V '\ ,' ,n ,• ( -., ., I;"' ,:( ~r b ----------·~---~-~--. Q z ,p N ii'l,) · uo· ·.~ 1 / ~ il//)1.//l//./l/lll//,//l {@\v~ o.,ll,FJ[N SPAC;•[lit. ~Ali<\'~-......,'-, ///./;YI////,///, ...-·" /)/4 ,\'>' , , , • , 1 r r i ,, , , / 1 , , v' , , . , , 1:,'\"' . _ ~ .; , I 1 .. , , ., ,, , , / ,. ! 1 ,, • '• '1'//1;, !(1··1·~'· ,,,,. 1',,•1./ 1,, 'J j ,' ~ ..-' J ,-· I i • ... I ' i J / J J t J / I ' I i ' ' . ' i ' I j ' / Ol ~ . .-,i///.(///1//:(..Jl;J,/1/,//1 ·'11/i,//i///'f,///i t':,) J / / 1 f ·, I i ' 1' I i .'I> I I ' i I ' I ~\ @ "" I I 11 I ) ,' , .. I f l I l ' ' I ! I vv ·~-·--i ' l / I'/ l ! / ' l i I j f i ( / / f.~~ '\<) ""\\~)) ~1o/"7 / I / / /.,·/ /; / / / / / / / / n,r.' / / / / / / // ,' /// / / I I i \r ·,1, , / · ~ ~-=·•--·· · ; f l/J/; / / / / / {/ f / / / / / / / // J; 1'/.!i,,',,,,,,, \ .'/• /1 )/1,:i:l.f1/,r1//',,'-' \ .-.~~-----J / / ' / / / l / / I ,' / ,,/· ], f i ,' / , v2~ /f-jJ , J / / -~,/ /~ <.;/ / / J / / ,' / / i i \ ,,.,, 11,'11 ,11,11 'I ,1 ,~.;,t / 'r 1 !t1' , 1 I , , , • 1 1 1 , , ,, , , , 1 • , r,j·1·, . , .,.. .,... r 11 I._.. -.J ,. , l , , 1 , 1 \ --f "{() fJF. MJ4\'XIEO .I//,/ i' I ' ! I I i / j \ I l l l I / / / I ,' I l JtiJ\/rf· f t; ; I ! ' l; ,·a; r I I / i I / / / / -, 1 1 , i I , ' l / ! i ! ' / / i I I I / r f I T I ' 1 j I • i' I !,·/ C. > / I ! ,' , J ,, \ Df.NSITY PROPOSED: DENSITY PERM! TT[O: \ ' STnEET SEHJACK: INTEIWJI! SE !BACK, 1.J>; Cl .tL __ ,..,, :------------1 /// ,//i/ ,////'///~//, ~\:J / /,1' /// ,t//l1¢1/W-l ~//I! /'l,l/l///; /1///,//Jl/ ! //f ~(// / .' , , 1 1 J; 1,, d):t' i J , l/+I r, •' 1 /, /I//,// J, f,11 //'/JI', ,, I i ,' i /,ii ,i ' ,'A,,111 . . I , , , , w· .. , fl /~ , I ! 1' J , : .,., ' , I i ! , • : ?// ///1(////.: F, ,, l.o;,cv:t. L/-1-/-/., /V k£/r 1'-J,~lj!f //// / / ,1 11..1{J1 /// i /1I / / 1 · .. CJ r"} .fj,) (/ fOUfJO 4w:<i~ MON JN CASE WIHI !.£AO !, f CK. o .. r. UO)j>/ AT INf[flSECIIUN ........ __ or ; F. 1n1111 s mlir -ANU-120111-1 /\VfNUE 50Ullt VlSllf.O 11-21-2005 /~: .. __ J ---._ 1 7' 17' . .;~(. T ... ,' $1.&ll'; . , J~'D .. -- ~·-· 'l _, L /Mr£ ----------·· I , I , ,, 1 , , ,r , , r1~· 1 if/" ,,., , 1 , , 1 , l\, 1 1 ·11 : [I-1 , 1 1 , 1 : 1 , , 1 ,1' l i I J 11 l , r 1 , ,, ,,,'1 r· .,,<11 /1.'// //•!,/1 1/••r/11,•,/( i rfi / ,11 / 1,, l 1,..,,r l 1,.i~ ,,,..._, . ..,, -~ l l l ,1,.. ,, ,. 11, ~, / 1 ,, l '1i' 11, 1i.1-rr11, 1 , 1, 1 , • /lr/!•(,1./'1,;,,' ,•,,/ /•1',1'1r1,lr1//J /,',', //i!,//1//1''•1',,fft'.'I 1'i1'[li1~''•.;1 ' hi I/'' f I ' L 't J....li,,F ,' {J"' / / !~'r ~· A°"'; 1! '' '1'1 l ,' I I F.J i '/ ' ,· I I i I I ! i i . I I -. -· -o 1 , 1 1 , ;\Jl.f · , J , I / / ..... )/ ,' / , / / 1 , , J / ! / ;.· /ff;,~ . .{ -.i~;JJ /--0,/ / -~zt,{ /~/ / / / / ;1 / / / / / / / \ 1 1 /1•\ 1 t1Li ,,,\,L·r., l 1_,,1· . ..z,,11/11 1.1] l .i Ir 1\1, ,, _, 'rJJ ~· . ,, ' ,,,,, \' \ I ;t;J {.g,//1·•?' 1t9°8.'/ / / / // /, t_/ I!// I, \ """'-~·'' 1-1,.,,,', ,, .'//!fr\l'fl i' , " , / • I I 1 , I , ! I 1 /. I r / , w,1,·J, 1 I , ~ff;J, , " J , , 1 1 , / ~\t'· 1 r.f) 11 / 1 /(\ 1" If J 'ffetl'' r / ', __ ... ---'1_ tH'('\// / I 1-t ::i; I !r ·. i ! f \)1.: 11 I 1_1.i l 'i 1 /rn If J '/:i,I ; ,' / ,' 1 '/_j.,, f / ·/-1°{' ' ~ I J I ),, ' I j / ' "-C -Y--, J I / I I / / ' f '1""'·'/ ''I 1r.:., 0,.'1 1 ''lf 1 15· JNGIIESS, [GIIESS CASEM[N/ _ -· --/J[OiC'/\l[D ro --- [JQNNEVIU.E F'OW[/1 AOMINJS/1/ATION I I ,_ I I J :/;1°9:..i j'//!:fj5f;,\0' 1 11"1:l°>'l \\"1 11(!~'1\i /// /11 / / // r' , , , / I I rv !':;-;. ,'(,r; , , , r , , , , -.... ' 'J•/._!_f...L!Y:.Ll.t.J l • I ' ; 1 J /,'I 1 r. i I 's \ F"""'f"., --r·"""""~ "'""HIO '1 •ffii 11 ~ .. ,1.,,4,o, ---... ', ~--2 -· ·-,~----;;,y;7:-=---;,;:,-...-,"';"':"-""""'---··-,~ ~Q ~Q <,! ~,J., TL 11 ].323059012 2 IROl:J_f'lf £________ h/ \ t;) '~\~ -O U/J' t") ,1,_ •' ,r;i~ $') 6 r: ' \,.. ' ··=-=.....,,,,.. -·-=·i,.!~_ ---·=~-~\.--=-·=--=-·=--_,.. _...,. -=--,,,.,':.:~ ;_,--~:.,·~:.•-,,,-_____ 12~~u· __ ---------370 SJ' ,t20 ··-····· S81.1'52' 39"E -63 J~:lo' -----~--~--=-~ ~ ;ce;;y,~:c--~----n '. ,r;~rJI;········ I -·-----., I () I \---·-------,-,--------rt) ~ ------\- \ \ \ -~3 \-·---l,/i,'C£'ND: ) \ '" CATC/-1 BAS/~/ MR. KUUVAN f SAMOHtJ I.JYH9 S.E. 1 ~19 fH PLACE flEM [ON, WA 98058 ( 425) 269-7270 SANDHU Pr~OPERTY. LLC. 1701 MONST[f~ ROAD S.W. H[NTON, WA 9110:}5 01\VlS HEAL ESrtdE GHOUP, INC. JOtlN T AMOURELU 1201 MOMSTER RIJAO S.W. HEN TON. WA 911055 {425} 228-5959 Off( ENGIN[EI!<; U932 S.E. 159HI PLACE r~EtHON, WA 9fl058-1832 (425) 260-·3412 • • \ KENNETH H. ArJ0£RS0N & A;":;SOCJATES, INC., P~1 1720 S. ,:HIST Pt.AC£, SU!lE C~'1 f[OEHAL WAY, WA 98003 {25J) U.1fJ-ll!JU 120 111 5.L 184TH STREET REN TON, WA 98008 PAllCEL PAflCEL 619960 0282 619960 0320 l(IMG COUMTY flHE D1sm1cr NO. 10 272,636 5(), Ff., 6.259 ACm:s 16 J,464 SQ. fT. J.100 so. r r. 3.200 SQ. FT. J,600 so. fl. 4,050 SQ. FT 3,0-11 SO. rT J,176 SO. f'T J.54J SQ. FT J,515 so. fl 3,103 so. ff 4,Jf35 SO. fT 5,890 SO. FT J,372 so. Fr J.)J1 SQ, Fl J,'100 SQ. FT J,4G1 SO. Ff 167,626 SQ. r-r 16,05G Sfl Ff 5,603 $()_ FT 12,2/3 SQ. FT 2,042 S(). Fr 1,061 SQ. tr 10,0JJ SQ. ff B OU/AC 6 DU/AC MINIMUM, 9 DU/AC MAXIMUM 10 FEEi 5 FEET FOUND 1-l /2'' !HON fltPE IN Pl.AM TING AREA, AT tNIERSEC'JION OF S.£. 104H! S1RE[T ANO 124 fll AVftJUE SOUTH, S26'2ll'49"E, 1..,7' FROM CALCUlA'IEO COH£H OF SECltON . V1SI TEO 11-22-2005. ----·----·--· \ 20 LT, CAI.DES{; Ill PT l O .t!; PARCEL "A": 10 SCALE IM FEE I SGAL[ 20 1" --,u· 40 (PER STATUTOHY WARRAfflY O[EO HECOl{ll£0 UtJOER !~ECORD NO. 9705:121296, Rf.CORDS OF KING COIJMTY, WASHINGTOM.) LOT 5, fJIJ)CK 2. NOR fHW"C:STERN GARO[M lHAC rs. DIVISION NO. G, ACCOf·,/{)!tlG ·ro THE PLAT THEREOF RECORD£0 IN VOIJJME 46 or PLA rs. PAGE(S) 100, RECOIIDS OF KING COUNlY, W/{1HINCTON; EXCFJYf THE wr.sr .100 FEET THEF<EOF; AND TIIAT POfHION OF THE SGUTHEASf OUAHfER or TH£ NORTHWEST QUArnr.R OF SEC110f/ JJ, TOWNSHIP 2.3 NOHTH, HI\NG( 5 fllST, YU.t, [.YING OETWiJJI TH[ [/1.STERLY AND l'lf.STEHLY LINES OF THE BGf\lNEVlLLE Jf{ANSMISSJOM UN£ RIGflf-~OF-WAY, AS UESCrl!H(O IN INSTHUMENT lil::COROEO-UNOER AUDITOR'S FILE NO. )l'lf.l820, AMD LYING fJffW[EN Ttlf t~ORfH UN£ OF LOT 4, AND THE SOUTH LINE OF LOT 7, IN BLOCK 2. NOfHHWf.ST GAHDEN Tl!ACr~; DIVISION NO. 6, ACCORDING ro TH[ PLAT THEREOF flECOROED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF 1 KING COUtl fY, WASHINGTON, EX1Hl0£0 £1\STERL Y. \ l PARCEL n8": ' • I fR/\CT 7. fllOCK 2. NORH-1W£SfEHN GARDEN TRACTS, DIVISION NO. G, /ICCOfWING TO 1HE Pl.i\f Tfl[REOF f!ECOROEO IN VOLUME 46 Cf Pi.ATS, PAGE(S) 1(10, f1ECORDS OF KING COUNTY, WA5111NGTON. 80TH SITUATf. IN THE COUNTY OF KING, STATE OF WASHINGTON. • WHICH ARf. NO f TRACTS, OIVISION NO. I; !!EC. NO. ;:,761139/. i lli\.Slli.J)F lJEAfllNGS: ! UASEO UPON THF. MOMUMEN"!E'.0 WEST LINE UF MOHIMWESf GARDE:N !TMCfS, DIVISION NO. L \BEARl'IG, N00'28' IO"E 1 1Yfl.ll1.lCAL DATU),!: KING COUllfY Vl:RTICAL DATUM (NAVO 1988) i l! El'i_[;!J!!t,ll I\, 1 f{ING COUN'IY 3URVE"( CONH~OL PCiNf MO. 3809; \.Y' X :r cmJCR(T[ MONUMENT WITH MAil., sEr 0.50' BELOW GIIAOE, IN A •,[L[VATION • 44l\.119 FEET ~_DJ:lIQJl!l.JtfJ]JIYA!,; Q FOOT Sl'.f.E:::!J:t=:I·:L~J:.P_.JJJJ .. al£.l~1 {JGVEl.l8(R 2:/., 200S ~El'Jl.llfiliJJ;~ fiiNG COUtl TY AS5ESSOHS MAPS OF cT.CTION .l3, f. 2.l N., R. 5 E., W.'1. l'lAf OF NORTH\'IEST GARDEN TRAC IS DI\/ISION NO. 6; vOI.. 4G. PG. 100. SATll(R MONlJMENI CASE. , ',A·~· --- 111NG COUNTY [)£PAR IM£1H OF PUUUC W!Jr~KS, SURVEY Hf{ANCH, Ct::OGHAPHIC INFOfiMA TIOM SYS f[M, MONUMENf INFORMATION DATABASE. VN12EHGRour10 t10:n,, IJNDEHCil{OIJND WATER, SEWER, SJOHM, AND C,\S ·uTIUflES AMI) SfWJC-lURAL t\PPUfHEN/\NC£S /\BE SHOWN AS INfJICATtO OM llECOROS MAPS FUITNISHED OY OTllfJlS ANO V1Jl1Fl[f) W>l(IIE POSSIBLE BY (OUtl(} SUF?F"ACE rEl-iTUl1£S LOCATED IN 'fll( flELO. WE AS~iUM( NO UABllJry fOf.! ·r1-1t ACCUFI/\CY or THESE HECOROS. FOR OMAl. LfJr:ATION or lHF.S[ AMO OTHEfl £XIS'fJNG \J nu f!ES IM Ar?EAS cm f!CAL TO ll[SIGN. CONTACT HIE VTIUTY O~tlEfl / AGENCY. ll1JLlIY...l:UO'll1/.l::fili~ CAIJLE TELEVISION: ELECTRICITY: GAS: SANI l'Af~Y SEV,1::R: STOfH..t DRAIN: l[LEPHONE, WATER: COllCA'.i I CAOL( PUGET SOUND ENERGY PUG( T SOUND ENERGY 5005 CREEK WATER & SEW!:R UISIRIC I XlNG COUNTY SlJHf"AC£ WATf.H MANAGEMENT ClWEST S003 CREEi< WATER & SEWEH OISTHIC r 425-39H-61Jl mm-225-5773 UIJll-225-5773 :l.53-6J0-9900 425-~255-6.370 fi!J0-57J-13ll ;>53-630-9900 -----·----- DEPAFITMENT OF DE\/ELOPME~rr &··[~·NVIRoN~A-;;IALs·Er-ivicES Land Use Services Division F:C:VISED PRELJIJiii~AHY PL/i.'1 APl"ROV,'\L D"!'>' ct o. --Ck..,.Gl..,.,[=-· .. ----~-ooBS-----r~"'L-""""'=~"f.::""-Pianrring-r1n11 _:__~ r -· -·· ' •• ··-·--------,2/Jl/!4 rnginooring Review Unit ffrtJ/,fL=~--~ -----... Health Dept ---------·-L. ~--···~-·---·---··----- ~ ui w, ... " :r: •· •o S.E. 113QHt SL ------~----- ·- ,., > <( I ~ 0 ,, SI fE · '.).£. lt\2NO Sf. "' ·-" 'C ,_ SANIIAF/Y S[WEI? MANNOLE vYAT[/? VALV[ E8 SIGN PO:iT MAIL BOX FOUND Fl[DI\F/ ----/---- ... SE. •• " ~------------______ ._ ___________ , REl/i:.ON l!OTE: THE PURPOSE OF THIS PRELIMINARY PLAT REVISION IS TO fiE-AUGN THE PROPOSED STREEf RIGHT OF WAY, LOTS ANO THACTS LAYOUT GEOMETI<'!, LYING SOUTHERLY AND WESTEHLY OF '!HE 50-FOOT WETLAND SET-BA[){. ·---·------------------·------- ll!l GAS VALVE Fil?[ IIYDl/1\NT WAT[(/ M[T[f? WA([Fi FAUCET POWEf? MET[FI Uf/L/TY POLE FOUND MONUMENT IN CONCl?[T[ GONIFEFI Tf<[C --- S.E. 186TII ST. ---------·-------------·--·"··---··--··--·-----·-·-.. ··--· .. -------, _., ---·-.. -------.. ---------·---·--·--------·--·------------------------··----------·-------·-··· ----·------------· -------· '"-··--·····"-···-------·------·-·"···--·-·--------------·-·-----------·-·--··--·----------------------,----------·------===--===--.::-=-=====·-· -- - --·--c--·-, __ ------ ---,.-----· -- ~-·--·-·-·-·--... ,--. ...__..-.------ '7 f-·I 0 [JJ fl: µ.l Cl ' '7 () ¢:.4 (}) -t z C ~~ ·~ CJ " ()_ WI , __ ,, C, ··-- z 0 vi 5 ul "' - 0 z -.- --·---·-----·------··--' --·--·--------- LL 0 z 0 (./) ·~ _;> L,J Ct'. 1-- <( _J il >- 0::'. <( z 2 ._l w 0::'. o._ OHAl't'N BY, CJS SCAU-_: 1 " 40' u _J _ _J ->-· f--- 0::: LLJ 0. (_) Lt: Cl. _.) I Cl z <:( (/) 0::: 0 LL ;,- >-z =) 0 (_) ('.) z KHI\ 12/05/()5 --· .. ,_,._..,, •. -.J . JOB No 5 --(~) 7 7 SHEEI 1 of 1 FOUND ALUMINUM surffACE MON JN CASI: Wl'ltl flUNCHMAHK, I.H5' DOWN, AT IN fERSEC flOM Of S.£. 18.fHI Sf'flEE"f AND 116TH AVf.NIJ£ SOUT/1. VlSll'EO l!-21-·:l005, ---· ----·-~--~--------- FOl.'ND 1/2" F?EBAR "f!RYCO 1/34745" W/ ·-----------·-- ,-, .:;..._ .-. \ -·--.-·" 1 / 4-, I "-'l' \ -' ---\ ------ I --- I f\J. W. -1 I 4, c'EC-rlON :) -J \ I ...,..,, ,. if r-r J 7-, 1--r· '{ 'i)... -;· -<,' / 1 : , 11 J 1 / , : : i t , , 1 1 , 1r l .r y, r: 1 _.,.,., j / ,' ,' / / / / / ,' .' .' / ; / /, i ,'' Ii I ,'/,'I I '1' l / f i I I l '-/ / / f i 4J!J /.1 i ! i / / / / i' / / / / / / 4-1L/ 4213j / ,f I/ ,I // i ////:I l / l / ./-/ 1-;-l L! / r' / / / ;, "-· "'1r', /'' ,,,,,,1 1,1 1,,1''· ''/''·ti I'/ -------•''111 '1 1 '1'/•1!'/ //•,'',/''11 ' 1'1 '1 1 '' ,-( r' / ! , -,._ • -r(/ 1 / I r / i 1 , .1 ' 1 / , ; 1 , , , J , / ' 1 , / 1 1 ,' ,'; / / '' / / 1 _ n 1: r r' 1 i 1 / t.....,.j..,·-.. .-,-., / i\,',,. l 1: /: r it ti 1: 1: t / 1 I Ii' l:.,: 1,':11 '.-r / /-/, ! : ,.,.-I f , ! I / f I / / ! I /} I f ' 1-,--;, i i ! / ~ ,' ,1 l I ' / ) ' / I l , I / i / /-/-/ J I / / / I I / / ! ' I f 1 .' / / I~.,,/ I / I ---·---~;.:'/.///////!{1i4///l\i//l//,1 /~~/////////r///q;r/l//?1,'l-f/-1~l/-///'./////17r!// _. ..--u~ , i;, 1'., ! I l 1 / 1 If, l I I/ 1 .1 / 1 ;\o / 1.,./-! t"i : l l,, i l · i I I: Ii,, 1 ,' 1 1 / ,' / / / / / LJ_J-1, 23 f\1 . , F~ GI-.· 5 I -l::: ---· --tf~ / // /// / / ,//// / ! // ,,~' l //1,,~i / ~1? /'~I/////////~/ 1 , ~ --, l l / /U ,' i I j ._, l·•,'1 0•,,,•r,/ 1,,1 ,,,.,,1 ,r,r 1 ,., /1,,1 ·1~ -\ fP • '/ I 1 , 'I / '/ ' , I ' ' ' " '/ r / ,,.., ./ , ---------~--, I 1 1 1 , , i : 1 1 , 1 r 'I , 1 1 , i 1 l ,· 1 111 / 1 1 i/ ~t; ~..,..ts'\' ~ , , , ' , , , 1 , / , , \1 , ' ' 1 , , ~J.,J,;:,' ' r "-r1,.. •"·, = / 1 f r / ' r 1 / ' , f , r , I I / / r 1 ' I ! 1 / I 1· , ~a, ...,. 1.',J,ill,11;11//!''1 !•/!J/1'! ~ \ U' '// 1'-1.Jl' 1 'L.J·; l l i, It/\/','•' 1 , ~ ,~v ,Jll. ,ll, v\'-,JI. '!) 11 f...J.-· _ , 1b--....' ' J i I / I ~ : , ,y r· ___ .,,. ~C' ' ' '-'-! I ,' ',)----tJ' ,,. D ~.._ . . ____ _;:_ "" -- ., ' ,,11· 1: I I ' I -., •,:,, ' '... ' .. I / ·1· t :-1-1 r'('"I ·,. I '\ ;, '""' s. -· -·~-·-··--·-··--·-f-·----------· ··------~---------~ ------- .,,J.,, ,,Je, -~o ,J-------~-'lF. -·-·----- ------1 E. LINE, w. 300', LOT 5 '' i " r· .. a, m OP[~! SPAC'[ ~IBA.CL..:JL S8IJ'5fl 1 "E 2l ?.B 4, NATIVE GROWHI ., -ia\oouo-:.o.m ,.,.w,7.:--.-..-m'"'5>ll<U$,,....,--. Pf~QTECTIQN THACT ~@v ,' ,.1!-,\I,, .,.clr~ -~Uu_/ cJ't, ,bl< fj'/_.~rJ ,JI~-----\__.. ,Au. .,.ii,. :,11!.,_ ,Jl,• i\~\\)~ irfhf~~--~r IL LINE, --1()v · ,·( 1 , / LOT 5 ~---.,,c'(V'µD 1,Q' \'l I ,,(///'tJ/1 WETLAND ,,~ G ~\II l--1 //·// /1/ / /1/ / ,,> 1/!•'•1' I,,, . . , l\V·<€~ 1, j' /~-: ,, ,1 1, / ,' ,1 J ! ~,:c, ,,,, .U ,1, \ "\U I J ;If, j11/' ~"" i;,,. 1 1l,j!l/1 1//l•JI ( u• \ '/// /i''1;,1 ', \:ti Ql -i '//1 '!1 /lt•i// WE'/'1.ANO I ,_ I)/ ~I ~~ ~) '\ L,11_ ~J 1 :////.'/,,/1,1,//////// ' ' ' ' ' ' ' /. ---·.,.\ ~ t-\' , 1//11//'i/////tfi/(!I ~ , //1, ....... --·: 4,. i//////I/ '/ r· 'r///f/,.,. r ~\\ ~\}:: .··, , .. /1/, //// '/ /f'1//ll/ i/J , , -'j',--'. ~ • ~-'"' 1>.\CJ ~ 1 1• 11 1,, 1 , 1 1 /, I :,,r I· i I I 1 : · ~Ji/1 1 :.';:;,' \--\ '0y.:t,'.i/2kj;/;,7~/ 1 1:IJ/J:_r17-/l/flj7/////////J/./1i//j///if/i1r'!-. '.' ,, ~~ ,,:;~l\\::·:(,<) ////////1/f/////j'/J,(1'//i ~ i//'/,lt~it, ~, < ' /H'11//111~{lli:l/:lf'.!/)1(/;'.t/:/ If 1V;i/,l1/'/11J1/l //1/l:1 1/i~iii i/.//11//// 1i/'//j/// l1 iS) \. \.. \ / i:1,/1~/1/ {// (/l 1'.l//1;.///;'.1, · , · -~O -( , , • • '• · • ' • · ',, · · • '11 , · ' • I I ~~"'·' 1/;l·l I , ' .~ · , ' c, I • 1 , 1 • · • , , , , ' • ,.,. • , ,-~J-, , ' • , I · y I ' , • I ' • / , ' " . " I o.l SBEl'51 '[J J';/G 0, 19' ··---,120 ---- 1/1. LINE , -·,'{'{JJ110· LOf 7 \ -\ ' / l t' )~\\; t(f~U-)'Gi PIP l ,~bi /Fb,tl~rJ>i.~ / it~' l / / / / / ,{~Gv. I/ ) // / / // / / JY~~'(Jl'f~iJ_J..lJ.J.iiJ ,, 1 ~o· irc1z~· / / ls(// / / /\/ / // /// / / / / ,{1ff 7 / / / l / ,. / ·/ / /;/:J, / / // /; y / / / I l / / / .i /~1,~! / / 111 '11 //~{,) ,'///,':I ,',li1' /I/.' 1 tliJ, /I, I/ l' ((sE 1 ////I I I/ I , J • , ""~I:! 1 Wo s//; ',I;: If I I,,':,',' i l--, I\/ I/,,! f I ),rr:// / / i / t ,11 I I,' 11 Ii// t,' .' ! ; -· ~///; / ,~::11,~i r117-l17'fi!J :jf,Vs;1J.}_jjl,Jd:[j,J:I· •--. '.'.'i a~~t ~ . \, ,,:":-',LJ.L i/ .i,,t'rf/ I;'//.//// i !//// iA'Jif I li 'l/ Wi1f:.Li cbif¢/l/ ! // i //t1 /Ii/·~~-~ >(1,[~:':~i~~:i) ~l~~/1. i ,l;'~h//~:~~,,;~h i· ;n-2 .' '! f) "Jrit~~·,\·'' '......-..~--............ ~...!.-.L~L//, .. //,///////////1;,~{,)(f/l '//l /1/1///// 1.Ii1rl1 ////1//l!-//'./,////, zj)"' ....?.',=:;:r: ' L--L'--.J_L_ l I , ! ~ .to J, I I ' I ' I ' I ' J ( ' I F • t\ '.f ' J F j I I J I r I I ' j / ' ' / ' I I r l I f'\ --~['~ 1 'LJ/ 1 Jtl' S8R',L"11 -----.-.----_l __ ...,.,~---TRAC:I...:Qnfsi'n'<.J.\//////!//i//li'/-,'·;// //!<[~:,ili1:fi/i1 61'l1!/1:/;///lll//i (JI u \{Ill' 261.J6 , ~ ' " 1 , , , , , 1 , , , 1 , , 1-, , /, /, , , T , '~' 1, 1 , 0 ,.£•,· //-J/ ~,) /' :r ~ ',.... /it////i/////t/_f,' 1','/'/1 /•/ ////////! ///1 ///;<P ! J_,~,:~1-.~I/ . .,,. / _.,,.\ 1·-,-, ', "g' ~ '{};, OPEN SPACE THAcr ;//;'1/;'l//1//J'.:,_\\t7ri/-///a._) -~/'1 ~· ////l/11,·~ --11f\j~--·-,a // \,11' \ /'/1 11/ /f'1-,· /1 11:~u/ Y;;jP ,'(ff1 l " , 5 J~-l~r~\,~/~/i),. 7 8 ·'9 '·,,'. \~I ,Q\J'L/ 11 Qpf-N SPAC[ /l//l//~l/~}iVJ.~i/t{~l]'l/i ~;~ :'.//'// ~1,°G~) ~Ii, '////1/,1// /. t 1/ 1(·,,,'iA_\A.V~/YGt,1,1J_J.-.1-/,/1 ~ 11l,1 1 ;' --I ' , / ,...., z. lf) l ' I ,' I < lf\J J / / f ,' ' ' I \/ f I I ! I / ,n "'t-\ ,\'Q,/ f ..-(:'-J 1 / f I f\,,_V 1 f F I I r , , ,' ,' 1 ( Cl>''l '._ t.JI ..,.-r,,l,/f'•/;•J/1,{ //,'•/'! -.J-'SJ'• / (\ ,/ • •O /< '1'' (_;{r /.\ IF,/' '" 1 ' O'.l -~-\--.,.:....-;...µ..,-_ r<} I / f-*· t.../ ,' '!Jo 00 i I V \ c'l. .' l f I ' I " :: 'tW{ftl ~ --"------/--~-· \J 1f 35' -----·6J'1JO · ~ ./ I //\f ,~,'-,c.,. ,·. · 1 r.., 1: ,.J.:J i' ,' ,/-,Jf(f,f..} ,.,1·1: -r--· --·--n-,/ .--,-----41;----~ -f -I, ~~~l<li Jt(;·r ~I,_\) / / ,r/:;~{I ////, /\ / ,.., = ' -.. 41..... H ''1''--.,l!'<. • ~ ,.iL,. 'x;i\~ ··~ '-I I ' I' t.,, '. J;,' 35' '-' ·, ,' 62' _c:_ "' ~ / /A,C,()~s:i lx,x lJ/ILI Y ~R CT .,,,;:., / j ',;/; /, iliJtlli · t 'J • .... ,.:... ..... -· ---~ >ii# 0 1 ::v ' , 1 ' ' , / • , 1 ·l..' '\~ , I , / I t 1~v..,.. n--, _:;. , /-"0------r---01 1 ; ; I 1 , ,/ , , 1 • , ()_ J I I 1 1 , ·,1·:,1 ,/ \ ~i',1,/11/J 'V /'11 1 •1 ACCESS & UTILI fY HIAC f ----- 1 ~-____ }_J_,_~·--··-1Q~S· --·---~-.. "i• 1 /.i ~1 -/ @///'//////'// fa r;S,> 1 ///j//1 ----·~, .-"-..... ' 1 7:t / Vi 'Jl / I ' I! ' I I ,'-.C-..;::-f 11, I,' I ' '· ., '. ''' lli!ll!if .. '·-.... ,,, "' ,, ., • 0 0 z 1 ·'; .• t·-1 V ~ p Cl/,/:///,'// !//;i/'/•,,, ,a, '~"" '1,, i,'///f/ 3i g·,,i· Jg' /{),., ..,. 9.,t:i,, ':;~;·'-":\/ 1t') t!tJ· ~1(//////ll/~1,1/1;!:/i///l //i///1// ---~-;-·----·+---· -~.,,'--...-:?: . .' ~!;. / I .., .. ;,. --·-· ----··-. "'" ..-1--· ",' : ! J J f I f I I / f y ;,; 'f/,' / / $@, ~,; --/ ! i ,' I I / \ i r < ·--.. -~1 1'1-,ft,'·!' /11 1: / / ,, /1,. / ,.1/ / / 1, i -<oru ---· ···--~--<o\'} / i'I / 1i: l / l ' • / Jr,' -, ) / ' ' ' / ' , \) , I ' r ' I ' \ \ 'v-;;) I I I ' I I ' I ' I ' I ' ~~ -f' I ' 'I/ • ' ! I J --1,:··1\______ .~ffS/////1//////,//'/////,// '\\..~ ,t?'t<!j}Jf',, ... .......__ 1 ///,,~}~~/////'/; ' .4 b -, ' \ /\,/' 3 uo· 2 \ {il ' --•l ' ! \ / ' C• N • L1J / ,_. CfJ ~J ' N • ,u i::, / >L;J t~ "sl 1 I LI) , )' ,r;( ';J: 8 0 ,, (.".) z C\I C'\I z \ il:1 ~ /,'/1.'/~ //,'/// ///1,// 0,;fv 11. A1 <\\", ,i//;f,J/if//i //·-.:~: /,J''.tJ. ,,. ::. l//1///////l/)lll/l/?/ 10'~ OPEN SP1,cL~ i /l/////l///,///l/i / ,;t' Ul _. /.'//{/l//1/ ~(),//'////~ ;·1////t1'//f///,•//f/ // .~;J ._,.___ I,'// I//// .1 / / 1 / / 1 I l /. 1 '~, <o\s i,<D\ ~~t-i1~ / ; / ////// / /// ///; / · // \ I ,' ,' I ,' f I I I l j ' I ' I ~' ~ ' i y , 1' '1' ff / i' /,' t i / f ,' ' If ! 1' / 110• -.. t ,,11i' , I ' ' , I / ' , ,' r I '\ f , ' / I ) ! ' f l ' ' I ,' ' / ' \ ~ N / 1 • 1 , , , 1 , , r , ' Jn• , , , , , _,,rC::.----r-·-·----"l------~-/ / / '/ ! / / / / /; / // I ; / / / / I ' '1~ ~f/1;! l I J~l /~1,1' / / / / / /; / / J I ,, r·-1-1,/11//!1,•1, \ ,/1 1,} ;-r/111-· 1'/1 ,J,.._.-\;r,1,,1,,,,., I . "'fOOf.h~ //;/11////111/// ///1f///////;A2~·t"/1/, !/,1/J/1,(${/l//l//i' ' \P ~ 1, , I r, '•r';,y,J/, 'ff/' !1 J •y.,,1,, I t'~ k.? ' f;J /,11,,//!11:;./ /1 l 1 /l,f)/1i,/i/ll1'l,j/ift,fl/l1y·i,/-' · co· ff 1J I I////,'///// ,,,;~,, fo\J / / / 1 I' L!,JJ irf / ! 1 ////////I//////// l 1 'fl; · !!.) ___ ).,. .. _________ ,' 1 1 ; 1 1 fJ ,, iJ::Jf~· ., ; 1 1 / ,. , 'Wi 4 ,. fr<(jH /7 1 1 l / 1 1 I 1 1 i1 ; .:-;, ; , l ,i / I l i · 11 ; i /, / /1/ t .' il!!,1/ 6 _:_v 1, LJ...1-H1 r 1,r.1.,,1401' oi!/i l 11/, 1 1 t,)1·:1 1/111 I l' · \ fl tlJI ' f r 1, ' , ,, J r...-• , , V " ....---r I I 1 , ' I , • ~0.\) it. •f-'t'.J f I , /, I A'/)! , I / I / , -..\ .. . . . Tif'J'l•kLJD : ,';,, i 1,,,,; i r:1\/ ,' ,,,>,. , i 1:,,; / ,1 r-,1•' /7rT""":.,,, i', 1 111 1,1,, 1; J., 1,,, ' l \t\ /', /!1'1'1,/f:,N { __ A.'!1•fi,'f,i 1 ////'l/,'///fJ.r-1',C/1 / jf//1/ '15J C> -'4'<• ...._ 1, / (''/'// -:::¥'""""''' '1'J rr i 1 /",' I 'J ;••'!/ t:V£'r • 'r·) 1'''1 J ,!• /'1 ,{ ,'f 1 ,!•i,f•1'1,,1 ,,f.'11/•<,/11/ '•/,/ -'. 1ru •. 'it£_· IECRE,1·r10•1 Tf'Ar:r 'u, ' ' ' • ' · ' ' '1 ' " ' ' ' '1 ' · I 1 •• "'"''·. v -JTORf,,:,oRAINAGE & 1: , 1 ;,, , , , , , • , • , 1-, ,, , , : , , , 1 . : , . , , ; , , : 1 , , 1 , , , : : " G / > , 1, , zy'''f{Ji{(;1 r , 1 , 1 / / J / ,., I-.J /' r / 1, , / / 1 1 , /1 i ....!_L_, , I I 1 .L..L.l-.,Lj,/" 1· \ _ o ,'//"I ]'11 //,·/...)I.' /lwi' 1, 1,/ i / I, ,', 1 ,' / __ / •11••mRrilfJifNW ,-1'''1.::t.~ ,, '''1' ''11''•i'f' I ·1 7' r----1:'.'l-· -·-....':.. .-"':::..":."';':.:..:--=-_ , ' -:;. , r/11-21;--p1r.7J.l I i 1 "..J.',J 7 ·/ I l / ','-. , / II II I J , 1 I 1 .,:r ~-, 1f<'\1111,'r1•t.,/rl.', '11!/ri"/'i r,.1 11 1. ·1 7' STORM DRAINAGE ff/ACT [ 1 \ I \ \ I \ 1 I 15' \-" . \ 1 ·:1 . ,.,.•,,. u . <: P.J, i !J ,;I,, I. •. --v'' ,,_. ·J 6 ( ' ~ 1 ,s!.{fJ/ 1;;1J1/na1. 1: ~"-! 1: l 1 /\/,, / t 1 ,\/ , \. \/, :e:. ·, ?1i;r·rf~1-?/ / i \)"S / / / / / kh / / // 1 / \ ', II. b,.,? • tfl /·0 / f\\j/ 1, /Mi ,' l I,' 1 I If--'/ I / / / .' ( 'ij"'"~ ,,1 1 t/'i ~ • ..t f -1;,Yf'..· ' , !JI$!' !' I f l , , 1 , •r ?<-~ if'' -~--"' -'·hr"'// I/ 1\,\P>I, \ /; I I tr, .i .i 1 ,, I ... ,) ·\7£1 -~--f '"1@ J / 1 )" / / / / '/ J L ! I ( I I ·l-f I I 15' !NGl/[SS, EG!IESS EASEMENT_ --· ---·otaici\r[o-·ro · --- ,_ \ -----·-·"' --=-- 0 i') -. / / ___________ .....,.-_________ -..·c·----· (~ .-· {f; r,;[o ,.---·-·-·- i ,J': ! f j 't-• /JI,'~•. /,Ii/I,' I/,',', ' 4 :9.. Ir·/ I ,1..c:' f l \ ,!II, l'f:P!l{,~l / / / / .' / / I J / '/ '/1 ,v'P' \ / fr,1 /J,'I J /,,' J ,' ' ! I,,,~ ~{_ l ,'III,' l ii c:;~.,,\ 2.. o.cs· ti) '6,1 I") \ 'r·J '-". 65.19' -1-~~,~,~,--.-~ _ L -= . 420 .. g -~ . ---, ' ,rpJ~ --· ----- BONN[VIL/.[ POW[// AUMIN/SfiiATION ---·-··---· ___ .•• _,___J,!.lf!,(.I.Y Jjljl;[[ t:,; P011EFI PAINT LINE.S- H.JUtlO ,f'xl\'' MOtl lf'J CAS£ WJfH I.EAU __ r1FlE_o.a7Pmf=--~::---~·---:-;--:-. _, ::-~ -·-•0 -··-·-·-,_,,_---------...Ji-"---- & fAGK,_\J .. ;' UOY~L_;lf IM1Ef1SECIION I I .::i.E. 184 fr, s l"REE r ,, ___ OF f:,.E IH1Tfl $\Ii[[[ AN\) 12om- AVf·MU[ SOU Hl. ---- VI$! TED 11-· 21-200:'1, ,-. \ I ' -·--· -· .. -· . .. ------.. ·------------------\ _______________ ,_, _______ _ l'1E'ilSi0tl IIO'fiE: \ I I I TIIE PUflPOSE OF THIS PFIELIMINAHY PLAT REVISION IS TO HE-ALIGN TH[ Pl(OPOSED STREET HIGHT OF WAY, LOTS AND TflACTS LAYOUT GEOMETRY, LYING 50UTHEF<L Y AND WESTERLY OF THE 50-FOOT WfTLANO SET-BACK, ----------- \/1/.M. E . . ' .l:R(),)1';!,1' lNFQflMATJON~ 01\'N[ll; OEV[LOP[ll: CONTACT: ENGIMEER: SURV£'/GR: SI rf ADOHESS: PARCEL NUMUHI: lC~HtlG: PHOPOSEO US£: SCHOOL UISTRICf: FIR£ OISTFIICT: TOTAL SI If. AREA: PROPOSED NO. OF LO f~; LOT A!lE/\:S: I.Of I; LOT 2: LOI J: l.Of 4: LOT ~): LOT 6: LOI 7: I.Of 8: LOT 9: I.Of 10: LOT 11: LOT 12: LOT 1.3: LOT 14: LOT 15: LOr 16: Tf~ACT ~A": rRAC f "B'': TRACT "C": fRACT "Jf: fHACf ~£": ITIACf "F"; SIREET mGHT OF WAY DENS! fY PflOPOSl:J): DENSITY PERMI fl[D: STREE r SE fBACI<: IN fEfllOR SE IOACK: __ r.;_3 \:·' '- \ - I Mil. KUI.WANT SANDHU 13909 S.[. 159111 PLACE Hf.N TON, WA 91105fl ( 415) 269-· 7270 Si\NOHU PHOPER TY, LlC. 1201 MOMSrfJ~ H0/10 5.W. HEMTOM, WA. 9tl0!)5 OAVIS R[A\. ESfATE GHOUP, ING. JOHN 'fAM8URELU 1201 tjQt-lSTEI~ HOAD S. W. RENTON, WA 9tl05~) (•l25) 22B-59!19 OFFE ENGINEERS 13932 S.E. 159 TH PLACE nEN TON, WA 98058-78.32 (425) 260-3412 KENNETH H. MlOEHSON & ASSOCl/\lE'.".J, IMC., PS 1720 S. J'11ST Pt.ACE. SUIT£ C-4 f£0[HAL WAY, WI\ !IBOOJ (253) 8JU-1199 12044 S.L 181111 SlREET REN ION, WA 9U05!l PARCEL PARCEL •A": 619000 0262 0: 19960 0320 R-6; flESIDHl llAL, 6 DWELLING UNITS PER ACRE SINGLE FAMILY -DETACHEO REN fOtl SCHOOL D1$1f/lCT NO, 403 KING CQ\JN TY Flf<[ DISTRICT NO. 40 272,6.)6 SQ. FT., U.259 ACRf.S 16 J,461 SQ. fl J,200 Sil. FI J,200 S(l. FI .\600 S(J. FL 4,050 SO, FT 3,041 SO. FT J,126 SO. Fl J,513 SQ. Ff J,51 ~) SO. FT J,IOJ SO. FT 4,JD'j SO. Ff -'.'i,890 so. r r 3,372 SO, FT J,7J4 50. f'T J,200 SO. f'T J,164-SO. FT 167,626 SQ. Ff 16,056 SQ. FT 5,603 SO. FT 12,273 SO. FT 1,041 SQ. Ff 1,067 S(). Ff 10,033 S(l FT 0 DU/AC 6 OU/AC MINIMUM, 9 OU/AC MAXIMUM JO FEET 5 FEET FOUND 1-1/t• IHON PIPE IN PLAMTlNG AH(A, Af fNTERSECnON Of 5.E. Hl4HI _ srm::Er /\rJO 12"1111 AI/ENUf. SOUlH, S2li'28'49'l, 1.77' FHQM CALCULAfEO C[t\T[R or SECTION. VISITF.U 11··22-2(J05. \ SCALE IN FEET ~----~:=lllllm-B!I:=:-' ··: ·-----m.~-~-~----:.::Jlllim~ 20 IO O 20 10 SCALE I" -20' iliGlLLll~SC!ilf'.!1Q.N: PMICEL "A": {PEH STATUTf;RY 'HARHANTY OEEO RECOHDEO UNDER REcorm MO. 9705?.2129C, f<!ECORDS or KING COIJNfY, WASHINGTON.) 1.0 r 5, OI.OCK 2, MOfffHW£3TERN CAIWEM TR/1CTS, DIVISION MO. 6, ACCOROING TO THE PLAT Hl(REOF RECOIW£0 IN VOLUME 46 OF PLA rs, PAGE{S) 100, UECOROS OF' KING COUNTY, WASHINGTON; EXCEPT HIE lhf.'.ST .100 rE[T THEREOF"; ANO THAT ro1rnori OF lME SOUfHEAST QUARTER OF 'fHE NORTHWEST OUAHTEH Of SEC'flO~I .. n, TOWN~,HIP 2J NORTH, HANGE 5 [AST, W.M., l 'IIMG fJETVifIN U!E EASIERL Y J\NO WES1[RL Y LINES OF THE BONNEVILLE TRANSMISSION UNE RIGM r-or-WAY, AS OESCW!Jf.O JN INSHlUMEN'f RECOfWEO UNDER AUDITOffS f'IL[ NO. 317802'0, Af1D L'fll\lG Bf.fWE£N !HI:: NORTH UNE OF UH 4, AtJD "fHE SOUTH LIME Of LOT 7, JN BLOC!< 2, NOfHHWf.ST GARDEN TRACTS OIVtSION NO. 6, ACCORDING TO TME PLAT TflEREOF RECOfJO[O IN VOLUME 46 Of PLATS, PAGE(S) 100, RECOflDS or KING COUNTY, WASHINGTON, EX fENDEO EASfERL Y. PARCEL ~B": TRACI 7. OLOCK 2. NOfiTHW!'.S f£flN GARDEN lllACTS, D11>1SION NO. 6, ACCOROlt!G TO THE Pi.AT lllEREOf RECORDED IN VOLUME 46 Of' PLATS, PAGE(S) 100, RECOIIOS Of KING COUtlfY, WASfllNGTOIL 80Hl SITUATE IN THE COUNTY or KtNG, SfAlE Of WASHINGTON, J'fl],ll..Ji!:J:Ql}I; OU( TO 111[ ABSENCE or CURH[Nf TITLE flEPOfH, EAS(M[N[S or RECORD MAY EXIST, SHOWN HEREON. MElUJ)lAN: WHICH AH£ rior PLA f tlO\Hll; PER PLAT Of NOIHHWEST GRAUEN II/ACTS, DIVISION NO, I; REC. NO, 3768397. /lJ\Q!li_OJ:....UllAllJtliift BAS[O UPl)N THE MONUMC:Nlf.0 m:sr urlE OF N(KHHWES'T GAHOHI rnACTS, DIVlSICt-1 NO. !. OEARINC: N00'28'10"[ YfJ{lll:t.L.JJ!\JU M; KING COUNTY VERTICAL OAflJM (NAVO 1960) ~l~i:!£U1,1il.lt!\; KING COUNTY SUHVEY CONTROi. POIN f NO. J009; J" X J" CONCR£T£ MONUMENT '111TH NAIL, S£T 0.50' [LEVATION "" 448.119 FEET BELOW GHAOE, JN A '.:">AflltR r.lOtlUUUH CASE. CONJ'QUR !NI.ERV AL: 2 FOOT ) 1;\1\l.:.Of __ l':!J:;L!J _3UJlYJ;_i'.; NOVfMOEll 22, 2005 !~EFEHliNCfili.; (ING COUNTY ASSESSORS MAPS Of !J,:CTHJN J3, L 2.1 N .• R. 5 [, W.U. flLAf OF N01UHW£ST GAROE:N TRACfS OIVJSION NO. 6; 1/0L 46, PG. 1<JO. KING COLIN fY DEPARTMENT OF PUFJUC WORKS, 5Uf~\1£Y OHANCII, GEOCRAPl-l!C MOMUM[N f INFOflMA HOM DA r ABASE. \ill!!Efil:.RQ!lli.lL_!:!J)'fE; ltJF'Oi'IMATION $YST£M, !~NDEf?GnOUNO WATEH, SEWfR, srom-1. AND GA'.) U rlUTl£5 ANO '.:ifR!JCllJHAt APPUfHHMNCf.S ARE SHOWN AS INDICATED ON RECORDS MAPS FURN!SH£0 FJY O'fHtJ!S ANO 1/EWF'IED ~f[R( P0SS1BL£ BY fOUNO SURfAC€ ffATUH(S LOCATED !N "fl-IE FlflO. WE ASSUME NO LIABILITY FOR THE ACCURACY or THESE RE COHOS. FOil FINAL LOCA !ION OF THESE AND Off!F.R £XISIING U JIU IIES IN Af!EAS CHlTICAL TO Of SIGN. CON TACT IIIE ll flLITY OWNEfl / ACJ:NCY. \!;9.kJI.'(.J'.flQXllliillii, CABLE TELE~SION: f.LECTfJICllY: GAS: SANITARY Sf.WtR: ~TORM DRA!JIJ; lELEPHONE: WATER: COMCAST CA.Otf PUGET SC\JNO ENERGY PUGET SOIJNU ENf.flGY SOOS CREEK WATER & SE~Efl OISIRICT KlNG COUNTY SUHFACE WAT£H M/\NAGEMfJlf QWEST SOOS Cf.If.EK WA !Et( & SEWf.R OIS TRICT 415-J98-6ljl HWJ~.£2~-5773 iJtlB-·225-5773 25J-6J0-99D0 425-255-6J70 fJ00-52J-JJ11 25J--6J0-9900 DEPAFlTMFNT OF DEVELOPMENT & Ehl\/lROMi1IENTAL SEFlVICE: Land LlsG Services Division F:t:VISED PRELlt1iii'•.JAF1Y PLAT ;\r"F'ROVAL __ Health Dept ----.. ---------------, S.E. 180HI ST. )i·ci:Nh----~~~ ------------------------1 ',, v, ~, > .. , S.f::. 182ND Sf. ------~ SIT[-- .. C/\ TC!-/ EIASIN SANITARY SfW[R MANr/01.[ WAT[!? VALVE GAS VALV[ FIRE r/YOIIANT WAT[/? i-AETEI'/ " IVATET< FAUCET "" PO~VER METEFI @ l!T/1.1 TY POLE [fj SIG/1/ POST MAIi. BOX FOUND r,EBAfi f'OUND ,vtONUMENT CONCflETE CO~IIF[F< THEE IN! ' ' ' ' :.r: e- 0 '" ·--.. J S.E. 1861H ST. ---------------------------------ll === =======:·-~-------------·--------------====-____ :=:.:.'.===== ---------------·-- • \ __ , ________ - f--1--,--------r--< ci z -------M--··---.... .._ ______ ,_,, ___ .., l-1 __ 0 z () U) > Li..) O'.'. I- <.( ' _J Cl >-Ct: <( z ""'· ..2 _J LLI Ct: CL (_) __ J _J >--f---· er: L,J CL 0 ct:: CL => ::1: Cl z <( U) Ct: 0 LL z (., I-· <.:) z ··c {/) 4- > > )- r-z ::) 0 (_) ('.) z ::<: --·"' . ··-----·-' DRAWN fJY: CHECl<E.0 flY: CJS Kf~A -----}------~- '.jCAI.L DA f(: 1" 40' 12/05 /05 JOB #0 5 -· 0 7 7 SIIEE F 1 of 1 -----·