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HomeMy WebLinkAboutPermit 88-02-SMP - COSTCO - PARKING LOT ADDITION88-02-SMP 1160 SAXON DRIVE COSTCO PARKING LOT ADDITION City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Shoreline Management Act of 1971 PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT CONDITIONAL USE OR VARIANCE File Number: 88 -2 -SMP Approved XXX Denied Date: SEPTEMBER 14, 1988 TYPE OF ACTION: [ Substantial Development Permit 0 Conditional Use [l Variance Pursuant to RCW 90.58, a permit is hereby granted to: COSTCO WHOLESALE to undertake the following development (be specific): 365 -SPACE EXPANSION OF EXISTING PARKING LOT. upon the following property (legal description, i.e., section, township, range): TAX LOT 57 IN SW 1 OF SEC. 25, TWN 23, RGE 4; TUKWILA, WA THE PROPOSED PROJECT WILL BE WITHIN THE AREA OF THE GREEN RIVER AND ITS ASSOCIATED WETLANDS, WHICH IS A SHORELINE OF STATEWIDE SIGNIFICANCE AND IS DESIGNATED AS AN URBAN ENVIRONMENT. The following master program provisions are applicable to this development (state the Master Program sections or page numbers): POLICY 3, PG 4.2; POLICY 2:14.5 POLICY 3, PG 4.6 Development pursuant to this permit shall be undertaken pursuant to the following terms and conditions: NONE PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT Page 2 This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the applicant from compliance with any other federal, state or local statutes, ordinances or regulations applicable to this project, but not inconsistent with the Shoreline Management Act (Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the per - mittee fails to comply with the terms or conditions hereof. CONSTUCTION PURSUANT TO THIS PERMIT WILL NOT BEGIN OR IS NOT AUTHORIZED UNTIL THIRTY (30) DAYS FROM THE DATE OF FILING WITH THE DEPARTMENT OF ECOLOGY AS DEFINED IN RCW 90.58.140(6) AND WAC 173 -14 -090, OR UNTIL ALL REVIEW PROCEEDINGS INITIATED WITHIN THIRTY DAYS FROM THE DATE OF SUCH FILING HAVE TERMINATED; EXCEPT AS PROVIDED IN RCW 90.58.140(5)(a)(b)(c). APPROVED (date): Date Director, Planning Department Construction or substantial progress toward construction must begin within two years from date of issuance, per WAC 173 -14 -060. THIS SECTION FOR DEPARTMENT OF ECOLOGY USE ONLY IN REGARD TO A SUBSTANTIAL DEVELOPMENT PERMIT WITH A CONDITIONAL USE OR VARIANCE PERMIT. DATE RECEIVED BY THE DEPARTMENT : DENIED (date): This conditional use /variance permit is approved /denied by the department pursuant to Chapter 90.58 RCW. Development shall be undertaken pursuant to the following additional terms and conditions: Date (Signature of authorized Department official) cc: Applicant, File, D.O.E. (25 /SHOR.PMT) WAC 197 -11 -970 Description of Proposal Proponent CmSTC), TNC DETERMINATION OF NONSIGNIFICANCE CONSTRUCTION OF A 365 SPACE PARKING -LOT EXPANSION Location of Proposal, including street address, if any 1160 SAXON DRIVE IN THE Sw } nF SFr_ 15, TWN 23. RANGE 4; TUKWILA, WA Lead Agency: City of Tukwila File No. EPIC -23 -88 The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. 0 There is no comment period for this DNS This DNS is issued under 197 -11- 340(2). Comments must be submitted by SEPTEMBER 2. 1988 . The lead agency will not act on this proposal for 15 days from the date below. Responsible Official Rick Beeler Position /Title Planning Director Date e �j Signature FM.DNS Phone 433 -1846 Address 6200 Southcenter Boulevar� T ��r!I'"' °8 :8 You may appeal this determination to the City Clerk at City Hall, 6200 Southcenter Boulevard, Tukwila, WA 98188 no later than 10 days from the above date by written appeal stating the basis of the appeal for specific factual objections. You may be required to bear some of the expenses for an appeal. Copies of the procedures for SEPA appeals are available with the City Clerk and Planning Department. SKilr'a;til l�yl_.,. -. u...a ri'�k�t4. ?i \•,itf2'2it.Skv. ii:�.`'�,.Y.;I4A:.0 . NOTICE OF APPLICATION FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT PERMIT Notice is hereby given that COSTCO WHOLESALE (state full name) who is the OWNER (C /0 MULVANNEY ARCHITECTS - AGENT) (relationship to property, such as owner, purchaser, lessee, etc.) of the below- described property has filed an application for a substantial development permit for the development of ADDITIONAL PARKING AREA AND LANDSCAPING located at 1160 SAXON DR. (street address) within the SW of Section 25 (quarter section) of Township 23 N., Range 4 W.M., in Tukwila, King County, Washington. Said development is proposed to be within 200' of the Green River and /or its associated wetlands. Any person desiring to express his views or to be notified of the action taken on this application should notify VERNON UMETSU, ASSOCIATE PLANNER (name, title of local government official) Planning Department, City of Tukwila, 6200 Southcenter Boulevard, Tukwila, WA 98188, in writing of his interest within thirty days of the final date of publication of this notice which is 8/14/88 (date) 9/13/88 Written comments must be received by 88 2 - SMP (describe development, including uses) (date) Published in: Valley Daily News - 8/5/88 AND 8/12/88 . (publication date(s)) Distribution: City Clerk, Mayor, Adjacent Property Owners, Department of Ecology, Property Owner, File (23 /P2.SHORNTC) LR 11/24/87 11•M Wis••=10 Mi wow. 0 0 • e••■■••••1•8 l• a 'a.. ••••••••■■ OM Cl•••••• NI $1.•••■1•••••■• •••■••■••■■•• OEN. MOW ■•••••14 0 •••••••••■■•••• Sall.•••■•••••••••• MO 18; ...........o.... wrg• Noma ....••••••• Mi• 0••••••••■•••■■ fa911.1•0••••••• •••••• InImm••••••1 Wia Planting Legend •=r mem. lia••• 11•■•• ••• NMI 1••■••■•••■••xy, ilowa••••■•■• MINIMUM ••••■••1••• El l•••••••• ••• 9x99•••9 • ■•■•••■■••:=11 I•• =11•01.••• Y.= •=111.••••••■ foo tom... Soma inff. •••• fro. .. =•■•••• yaw •••••1 ••• •••••••••• ••••••noly . efol.••• .0E1MM •••■•---- - IMINION•ON•101•• 1.59.41 19. .099r11.11.9 Irco WHOLILiZIALIY. Planting Details SAXON DRIVE General Notes --Rua* •■•■■■1, 1.4 "V Lelia P.A., Mk., ........ ■•••••• , 1.(. ....a., gig •t.1•0, *ER alCIY•A • TAL,IES 911T •••• faillffrfffe. fa, of Comet •••••,6 I) AiL S92 su POT /S. 1 n .wg.rm, ay • 4“ 4.0 "LA." m rect,t • ••' .4•44.r ...,r nes RAJ. #6. .......... • •• 9 1 1114 L-1 s.' 6 •■ �I I 111 i ll :j Fir • 17 117 77 71 Iv 777 777 77 71 7717 7 7 7 7717 am too. 1111.1.• MO 7117 00 711 1. 117 717 47 7.2 777 7 .1717 717 2711177 7777 7 7 am snow 777 71117 ono son Tormat s. oast Ida. 1 7 777717 17 777 7177 7 77 1 77 707 117 71 7 777 n7 7 7 77 77117 ••■•17 07 17117 1111 7777 71 7 4707 • 7 • 7177 177 77217 1171 11 7 7117 77161 0, lot 71717 17 77 711 17 6.16.1171 771 770 67 �':•..o• 4 C -1 VICINITY MAP M NI' 12' 33' W GRADING & DRAINAGE PLAN L R�. r:H QA If! Utliiiii • 1. ccE Z 1 .µ..,. !o -utarc • u...s.•c. aot� rte'" '�IW 5 • ,{ • • 171 77141 241,61111■11 . r a1r.. _I'"' tr. - SECTION B - uu1 -.o Km SEC11ON A - A t CB a 3 - TYPE 11 -48" FLOW RESTRICTOR/OIL POLLUTION CONTROL DEVICE EXTRUDED CURB DETAIL 11 POLLUTION CONTROL DEVICE RIM • 24.50 0.F. • 22.30 LE. 10'E•19.04 ---LE Hi' W. aJf.Gi. I �l:f. i..iif r :u(.ih:i.Jw �: vf- 5��. k{(-.. � ...»i..L�::.k:�231•.YltiM.a•4r.n s.i+<..<.J+ <a... DRAINAGE PLA' 1a� \ he LE. • 20.23 11' S L WI E ONALANDSCAPING CONC. CURBING, ALL STRIPING. 1 19.70 11' CONC NI I.E. • 14.90 112' CIE W1 EXIST. 12' STORY DRAN RELEASE RATE FRON) OE SYSTEM els • I . It51 Itl1 T - 2fIJ I.E. • 19.34 S 19.01 •19.Tr TY O m 1 IEN LANDSCAPE ISLANDS ITYP.) -! MME ARCMTECT' AL NM 1 HORIZONTAL O S TIONS) p- / NEW PARXNI STALL STRE'119 ITYPJ / I REMOVE EXIST. EXTRUDED CONCRETE mama i INSTALL NEW EXTRUDED CONCRET CURSING. SEE ARCHITECT E SITE PLAN FOR HORIZONTAL H / LOCATIONS. J . N + I C // 11\\\C 257 c.:, - ,f �� — .A� �. w0' hZ V�' tf' Yf.'+M:'�= \f. <.v ^dtl.e.r.:' RUDER CONCRETE T. CONCRETE +,•ur:2.7 n'ol:•.r,s •... x'v ^^tir. r. • %i "..Yt? < i . AV A aENTT T NEVI STALL # 414 • I - - - -� - - OVER 4 CRUSHED CONCRETE OVER 1' COMPACTED SUBGR 1•2ma • .20011100 — UV% 9 14c •OTC \ T•• • 6•.n tl cwl or. 11• .. \wf R/l •I•G1— I.1V011 ct 'IVb 1 SHORELIF(. SUBSTANTIAL L:= VELOPMENT CONDITIONAL USE OR VARIANCE PERMIT APPLICATION TYPE OF ACTION: Substantial Development Permit [[ Conditional Use [I Variance 1. NAME OF APPLICANT: COSTGO WNOLE.SALE Address: 42 MvLVAP.INY ,4R c1.4ITEcT S • 11.200 14012TM'ip h/Ar City: R,ELLEVLiE State: WASI.1 Zip :'$©©ST Telephone: 206- $ r146o 2. RELATION OF APPLICANT TO PROPERTY: J Owner [l Purchaser 51Lessee [l Other 3. PROPOSED DEVELOPMENT (be specific) : APD►'TI O N4L FAAVCIPIG Ar,o L.ANPSGArit4 G FoR E$i' ri 4G co -o w1NoLE 4. CURRENT USE OF THE PROPERTY WITH EXISTING IMPROVEMENTS: CRAs AN17OVE. PARK EA 5. TOTAL CONSTRUCTION COST AND FAIR MARKET VALUE OF PROPOSED PROJECT ( ADDITIONAL FUTURE DEVELOPMENTS CONTEMPLATED BUT NOT INCLUDED IN THIS APPLICATION): $ LO0,000.00 6. GENERAL LOCATION OF PROPOSED PROJECT: 5A) O N DRIVE AN a , within SGJ QUARTER of SEC 2.5 . of Township 2. N., Ranged- _ - in Tukwila, King County, Washington, adjacent to the Green River. 7. LIST THE MASTER PROGRAM POLICIES (USE PROGRAM SECTIONS OR PAGE NUMBERS) WHICH ARE APPLICABLE TO THIS DEVELOPMENT: SHORELINE PERMIT APPLICATION Page 2 Pte. 3, P0, Z j P , - -, S y0: 3, 0, 4, G . 8. LIST ANY OTHER PERMITS FOR THIS PROJECT FROM STATE, FEDERAL OR LOCAL GOVERN- MENTAL AGENCIES FOR WHICH YOU HAVE APPLIED OR WILL APPLY, INCLUDING THE NAME OF THE ISSUING AGENCY, WHETHER THE PERMIT HAS BEEN APPLIED FOR (AND IF SO, THE DATE OF THE APPLICATION), WHETHER THEN APPLICATION WAS APPROVED OR DENIED AND THE DATE OF SAME, AND THE NUMBER OF THE APPLICATION OR PERMIT: retmij rig CITE' of j �.)KwiI.A 9. NATURE OF THE EXISTING SHORELINE. DESCRIBE TYPE OF SHORELINE, SUCH AS STREAM, LAKE, MARSH, FLOOD PLAIN, FLOODWAY, DELTA; TYPE OF BEACH, SUCH AS EROSION, HIGH BANK, LOW BANK, OR DIKE; MATERIAL SUCH AS SAND, GRAVEL, MUD, CLAY, ROCK, RIPRAP; AND EXTENT AND TYPE OF BULKHEADING, IF ANY: (To be completed by local official) G,� �l Q lv c�2 k( 15 Pk O)Gt ti(.4T6 r 2S- - 30 r T FPoat ; e e .s uP.TEsc 7 pKo PCIZT Y c. rnrc, Tfe f j v (5 7/k8- A (,oa G (FFIs .S Tice' ? - Cif 14 ! G rr fz./ - &feel) /A,.v e P& K /n( G Co v.v r Y S r f7?. 10. IN THE EVENT THAT ANY OF THE PROPOSED BUILDINGS OR STRUCTURES WILL EXCEED A HEIGHT OF THIRTY -FIVE FEET ABOVE THE AVERAGE GRADE LEVEL, INDICATE THE APPROXIMATE LOCATION OF AND NUMBER OF RESIDENTIAL UNITS EXISTING AND POTENTIAL, THAT WILL HAVE AN OBSTRUCTED VIEW: (To be completed by local official) /( °^[O 11. IF THE APPLICATION INVOLVES A CONDITIONAL USE OR VARIANCE, SET FORTH IN FULL THAT PORTION OF THE MASTER PROGRAM WHICH PROVIDES THAT THE PROPOSED USE MAY BE A CONDITIONAL USE, OR, IN THE CASE OF A VARIANCE, FROM WHICH THE VARIANCE IS BEING SOUGHT: (To be completed by local official) /r•A , 12. GIVE A BRIEF NARRATIVE DESCRIPTION OF THE GENERAL NATURE OF THE IMPROVEMENTS AND LAND USE WITHIN ONE THOUSAND (1,000) FEET IN ALL DIRECTIONS FROM THE DEVELOPMENT SITE: TI4E AREA IS soRRdt»1otO C0)'1M612,c,}-t. D'6T ,/3u% i0►'1 Ceti1 T S /S NST`ALt,ATic>1.1 of LAtIDSCAf,n1G 1 44J13 PAR/<' J 6 RA CO cvT co w440 EsA -c..6 coSTco Is /1sr4Lu,JG (, ND CA tAl I RK/nl G _ C ' /A A/Soi RoA DATE: 1-I-98 (29 /SHOR.APP1,2) SIGNATURE: SHORELINE PERMIT APPLICATION Page 3 I HEREBY CERTIFY that I am the above - mentioned applicant for a permit to construct a substantial development pursuant to the Shoreline Management Act of 1971, and that to the best of my knowledge the information submitted js true and correct. �:�-�� a it ST Gov't of !80 cret /I 4. 3 • 741 - BLVD. .41 if 1 MINKLER ha Ul 11304 Gat Lot 8 coo " Ditmetti tAs'N BusINEss JOhh 3 0S 1/4. •c Juhro h •NOIRSON • S S.711 • . 101 CAS MINKLER HE PRUD ail ,, ••• - j BLDIGS A hItIO.NG SITE PLAN •57 Gal Lot I 39.20 Acr s . LI CON JS1/4 iiL .......... CC 4 1..,. 4 4s6 t') " 7 • Pt -- :J1 • 71 41 r (-23. P'Acia COIJITy eIIISIPPIAIC CAN$ , •1 ;c- 0 4 IV 07 I / ER 108 G A • U -r A uz e m 0 74 40 1 1 - "JP-43RIP • s .•ro SACAS• 6.0*7 7.0( 0 AL lo s /8/.5r.7. .sr • 1 4.0 4,444.4 • 4'§f Gov't 4410 0 ICI Planting Legend mew ..••■••••••■ rr.� =LIT awimil • 1.111.0.171:4=111A ••••11 Ammo. lawymn ibalow Mop ble LYNNE A. LEND* ®A I. IND. ▪ woo gems tetrom L M 1441 NN.•.•• .14U.. MN rrw Y OMB � rl..•.•r �_ P.10 .rN 1.•.•••■��. 7 r�0�ri _ _. 0 rdY• N�.•� Y •�...•.•1 ^ r ... v - +w+.nw+ Planting Details t T .- SAXON DRIVE ▪ 1• C General Notes rKa. 4<. w ■ a t A WL U 40 S..aL. %U•L [.ALU[ft... K • ✓/.J<•tt vW u•.fL cf-u.c• t•/It.•v •• •Icr rir 661.4: Ga.dt c[:.,. ..r4L ...a ar sor ••rrr(C K ttte•••• .a• > .Re (.414I S•.16v. 1, -i[. rc•••.x YwM • 1 r•15 rt•./ N - M •[[K.-ID e�+ [d.tLI.L rj r .:..r' Sy•4/Rf0 ds A ? O[ 1:) Vai•Z •u 4r% /L<•r•+••f /✓f /•trc»/wy[c z gdw✓J i• .,.0 (aY•rt✓ h A=- 44✓.r10 m-' Cmcis / nY H_•/ • i� •k< TV lW E 'W /dS Sap'.r.Qr 4) r.•.L tac - .7[r ..a. 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I) .I,...L...I;;..I :.�.I:...L... rrl�'rl ":.ly :1 °...I""I"` ! I I I 1 I 1 t 1 I 1 r 1 i I i 1 I . ; 08.3 r. des alf tf .03 -4$ P, 4/.08 00.0/ W • 'IV 01. 9Z SZ 1 7Z L/-%_t = 100* Aot la . /7 • 1 24'. r Fr) . 4 c am-cora-mm.44 4. ' n).7 i *3. • d'4. 1■"■ 4 ■I ' VS. • ; • • ; 4. r -, • i,-,,.:: :',.:,',., :.4,i. 11111111111111111111111111111111111IIIIIIIIIIIIIMII.IIIHNIIIIIIIIIIIII 111111111iiiiiiPIVIIIILIIIIIIIIIIIINipli111111U1141 IIIIIIP111111111 - - -.._ . ---- 2 9 • 10 11 AWEN 12 \ Iff THIS MICROFILMED DOCUMENT IS CESS\ 0 cr ORIGINAL ) . M___i_r__AT,,,HLQUAITY OF THE DIJMENT , _17 1.71 47 e i ; [ THAN THIS NOTICE, IT IS DUE TO 1.....-.+,.Trff 7,„1,„,1„,d„„14„d,„,1,,,d,,,,Inutiffilffili1111111111111111111=1:4111°11 P 6- 298' ^� / I 15 LF B' CONC. C I CL. 3 15 2.O% MIN. EX IST. IO' TORM DRAI rr l �M4k I � I DE_T CURBING M IIII 1 I I i l II I I RI c LIMITS OF NEW ASPHALT CONCRETE PAVEMENT. SAWCUT & REMOVE EXIST. CONC. CURBING STOPM DRAINAGE NOTES' L. • 242 N L.E. • 22.25 1. ALL CONSTRUCTION SHALL BE 12 ACCORDANCE WITH - STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION (AIVA) AND CITY OF TUI:VIEA STANDARDS AND SPECIFICATIONS. 2. TIME CONTRACTOR I5 SOLELY RESPONSIBLE FOR TIME HEARS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTTERS 02 THE SITE. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN•PIACE ALL UTILITIES AND /0R STRUCTURES, VHETHIER 5110121 OR NOT SHOWN ON 21110 PLAN. DAMAGE DUE 70 CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT IRE C0N• TRACTOR'S EXPENSE. 5. 6. 7. B. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER 061007ED 0252 0.14.3. 9. BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE CLASS - B - PER APRA STANDARD PLAN 00. 62 (PEA GRAVEL FROM FOUR INCHES (4•) BELOW 2120 TO SP21201.100). 2022120 FOR FLEXIBLE PIPE (CORRUGATED METAL OR PLASTIC) SHALL BE CLASS -r PER APRA STANDARD PLAN N0. 62 (PEA GRAVEL F1102 FOUR INCHES (4•) BELOW PIPE TO SIX INCHES (6 - ) ABOVE PIPE). TRENCH 012711 SHALL BE 40 INCITES MAXIMUM OR 1 1/2 TIMES PIPE DIAMETER PLUS 18 INCITES, VIIICIIEVER IS GREATER. 8AC0FILL SHALL BE PIACED 111 SIX INCA (6-) 1.10(088 COMPACTED TO 951 MAXIMUM 001101TY. 10. 11. 12. PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC SILT FENCE TO INSURE SEDIMENT.1ADEN WATER DOES NO7 LEAVE TIME PROJECT SITE. THE FACILITIES RUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CON57RUCT102 AND LANDSCAPING ARE 00.MP1.07ED AND POTENTIAL FOR 02•1120 EROSION HAS PASSED, AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTR01. FACILITIES MAY BE REQUIRED TO 1NSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION. IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY 1112 ACTIV1T108 AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. ALL TYPE I CATCH BASINS SHALL BE PER AMA STANDARD PLAIN N0. 52 91711 APWA TYPE 606 OUTLET TRAP AND APWA 028710AR0 PIA71 110. 49 FRAME AND CRATE. ALL REQUIRED 070071207ER RETENTION/DETENTION FACIL12100 MUST BE CON. STROC2E0 AND 10 OPERATION PRIOR TO PAVING AND 00102120 CONSTRUCTION UNLESS OTHERWISE APPROVED BY TIME DEPARTMENT OF PUBLIC ROPES. TIME SACKFILL SHALL BE PLACED EQUALLY 071 BOTH 51001 OF TIME PIPE IN LAYERS, 01711 A LOOSE AVERAGE DEPTH OF SIX INCHES (6 - ), MAXIMUM DEPTH EIGHT INCITES (6 - ), THOROUGHLY TAMPING EACH IAT'ER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE 2110 DIAMETER 02 EACH SIDE OF 711E PIPE OR TO SIDE OF TIE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE. SHALL BE THE SAME AS EXCAVATED PROM TIME TRENCH, EXCEPT THAT ORGANIC MATERIAL, FRO2PN IMPS, OR 20220 OR PAVEMENT CHUNKS 0000 THAN SIX INCITES (6 - ) 171 MAXIMUM DIMENSIONS, OR OTHER UNSO1TAOLE MATERIALS 01101.1. NOT BE USED. EXTRUDED CURB SHALL BE BONDED TO THE ASPHALT SURFACE WITH( AS EPDXY BONDED AGENT SUITABLE 100 THAT PURPOSE. PLACE 18 IRCHI. 94 REBAR AT IN ALL AREAS, OTHER THAN ROADS, WHERE CONSTRUCTION REQUIRES THE REMOVAL OF SOD, ETC., THOSE AREAS SHALL BE 115'DRO.SEEDED WITH RYE CRASS FOR TIE PREVENTION OF 00.517E EROSION. ALL PIPE SHALL BE 1.111) ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC. 7.02.3(1). 7111S SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR 711E TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE 50 711A7 THE ENTIRE 1.FMC7H OF 7110 PIPE WILL BE SUPPORTED 011 A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN 711E BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR - GRAVEL BACKFILL FOR 11I0 PIPE BEDDING THE FIRST LIFT OF PIPE 200217NG MAY BE OMITTED PROVIDED THE MATERIAL 118 7116 BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UIIY1EIDING BASE. 13. STRUCTURES SHALL NOT BE PFRYIT2ED 97717771 10.00 FEET or T11E SPRING LINE OF ANY STORM DRAINAGE PIPE(0), OR 15.00 FEET FROM THE TOP OF 7810 CHANNEL BANK. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING 70 THE APPROVED PLAITS WHICH ARE ON FILE IN TIE DEPARTHCN7 OF PUBLIC RORKS. ANY DEVIATION FROM 720 APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 15. A COPY OF 17105E APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 16. ALL DRAINAGE STRUCTURES NOT 00 PUBLIC RIGIITS•0F•WAY SHALL HAVE RON7111, SOLID•)DCKING 1.188, UNLESS 0111000100 APPROVED BY 7110 002007MENT OF PUBLIC WORKS, 17. ALL SPOT ELEVATIONS SHOWN 00 PUN ARE TO TOP OF PA2F17ENT, 0111005 OTIERVISE (NOTED. 18. THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. THIS CONTROL MAY CONSIST OF EFFECTIVE PLANTING. 711E PROTECTION FOR THE SLOPES SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR 70 CALLING FOR FINAL APPROVAL. WHERE CUT SLOPES ARE NOT SUBJECT TO ER00100 DUE TO TIME ER0510N•RESISTANT CHARACTER OF THE MATERIALS, SUCH PROTECTION MAY BE OMITTED. 19. SEE ARCHITECTURAL. SITE PUN FOR DETAILED INFORMATION AND 01MEN51002 RELATED TO CURB RETURNS. PUNTER DIMENSIONS, SETBACKS, PAVEMENT EDGE LOCATIONS, ETC. 2D. ALL EXISTING UTILITIES 2110771 ON THESE PLANS WERE OBTAINED FROM A FIELD SURVEY AND IRON AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL RE 0050071• GIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT W1T11 CONSTRUCTION, WHETHER SHOWN ON THESE MANS OR NOT. ENGINEER DOES NOT WARRANT THAT ALL UTILITIES HAVE BEEN 211040. 21. IT SHALL BE THE CONTRACTOR• S RESPONSIBILITY TO NOTIFY THE TELEPHONE C0MPA80, THE GAS COMPANY, THE P00ER COMPANY, AND 1110 CABLE TV COMPANY PRIOR TO CONSTRUCTION 50 111AT THESE 011100 UTILITIES CAN PROPANE THE NECESSARY PUNS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE 711ESE ACTIVITI01. NE IM W •• C 23.6B #5 0 TYPE I ' I.E. • 20,93 IA O F NEW PA RK IN G ST L AYOUT 8 I' ' 1 _ L_ I7) I - - 1 1 r 1 I 1 11 1 I 1 • ) EW CB 06 TYPE II WI OL-WATER 5 PARATOR RIM • 21.50 LE. • 16.16 I ''' � I ' /LIMITS OF URFACE // E W EXTRUDED 092160 / JX . CONC. CURBING ITYPA '' r `: SEE DET. TTY•.) P r m IIT . Y T N gYINCB M2 TYPE 1 If = l959 ' I E 18.59 CT MIRAFI FILTE IC SILT FENCE - SEE TE •4 R \ r y l `Ev.,cB 0.57- REMOVE EXIT. RIM • 2 LANDSCAPE c ry. I.E. • IBJ2 ISLAND _ ry , O ��•��+�� ry 1 �6h! ' 7 M I L 1 yp I N ARE 4. 1 1 1 y' 22,60 (WSEEW �8 I�YPE i / TV II % • RW - 2 .0 / 0 1 LE 4 � -•19.85 / 6 6 * 1•If 1 / / 1 / I girl t /_Pg •. TFF ' aP, L Eilp, SAWCUT B REMOVE EXIST. CONCRET r I I ' tt CURBING I ob I \ )T PVMT. R •.N. LANNDSCAPI-N-G. 1"..40 VICINITY MAP 2 =1"•15I IS • 24•24 - I.E. • 22.29 LEGEND EXIST. EXTRUDED CONC. CURBING PROPOSED EXTRUDED CONC. CURBING EXIST. PARKING STALL STRIPING NEW PARKING STALL STRIPING EXIST. CB NEW CB ( EXIST. STORM DRAIN NEW STORM DRAIN -123 - - -- EXIST. CONTOUR - - - -- 123 - - - -- NEW CONTOUR NEW ASPHALT CONC. PAVEMENT GRADING & DRAINAGE PLAN USIA N 2 m RI� 2f.7I MM % T ryry �ry 11 I I / LOWCR POLLUTION CONTROL DEVICE j I // / \:( RIM • 240 N 88 12' 33" W / V / / REF 10' S 0 19.04 +I 2s j j I _ , B.oa - - -- 257. • X �R•. ONC p•• `� 3 SP5 F Y4.00' '.EXTRWED COppC T CURBNG ITYP2- • `EXIL CB RIM 7 , 3 I.E.• 21.39 SAWCUT AND REMOVE EXIST. CONCRETE 00198)40 - 1083.08' B' RPf2L32 TYPE 1 LE. • 19.96 NOTE' SEE ARCH. SITE PLAN FOR ALL HORIZONTAL CONTROL ON LANDSCAPING ISLANDS , EXTRUDED CONC. 001981 AND NEW PARKING STALL STRIPING. / I , / / RIM I.E. •20.2310'3 BWI EXISL CB RIM • 20.75 - LE. • 18.70 16' CONC. NI LE. • 18.90 112• CMP WI EXIST. 12' STORM RELEASE RATE FROM 4J) DETENTION SYSTEM • 0.25 cls _9 • 10.97 LE. • 18.56 M ISI. • • I.E. • 19.38 78 NEW LANDSCAPE ISLANDS MP./ ISEE ARCHITECTURAL SITE PLAN FOR DIMENSIONS B HORIZONTAL LOCATIOHSI EXIST. CB RAN(• 21.28 I.E. • 19.53 REMOVE EXIST. EXTRUDED CONCRETE CURBING B INSTALL NEW EXTRUDED CONCRETE_ __ CURBING. SEE ARCHITECTURAL p SITE PLAN FOR HORIZONTAL H LOCATIONS. S CB RIM • 21.5 I.E. • 19.77 1 /-0 p y H g1 E0 NEW PARKING STALL STRIPING (TYPE: ` 1 1 _EX�$L CB LE. • 19.08 - - - -65 L.F. -B'C NC Q _ � - RA flo IBfOFICT EEJS / ' / ' , N EXTRUDED CONCRETE XIST. CONCRETE TS OF NEW RKI G STALL AYOUT W ASPHALT AVEMENT BIOFILTRATION AREA DETAIL NTS OE 62 Re LE 96 92 02 CZ; zz Iz ' DIME QUALITY OF. mdi THE ORIGINAL DOCUMENT A 9 9 2 1 N 9 z N p imdmllmdmilludlmjnuluulmduu1mduli1mduulmduii11 iliuljiilriiiu II l iuTli illliliu lil liilimhiii 111 Ilil v iillmd111111ulluujuuluu1mdulijunhnijnuluujlilduujnlihmjmlhml 0QQ�' �� �y�_ - IMPAC7 - -_ - - -- ENVIRONMENT : ONCRETE PAVING 'PROPOSED CATCH BASIN - RIM • 22'M ' FOff GRASS TYPE AREA SEE ARCH. PLANS 111111111I1111111111111II11ti11lJ11' 1' 11111I1l11 )11111).111 I i Itp iwiliio i 1riijiiilwi l liiiiiplllll'l 1. 1431x 88 1 3 .4 5 6 _ 7 1 _ _...._8 9 10 11 MD NA •N N 12 • IF THIS MICROFILMED DOCUMENT IS LESS.. 'CLEAR THAN THIS NOTICE, IT IS DUE TO '. w/O AYl / / / / / / / N N EXIST. ASPHALT PAVEMENT EXIST. CONCRETE CURBING 1 TO BE REMOVED } 1 - 3X • NEW 2' ASPHALT CONCRETE OVER 4' CRUSHED ROCK BAS OVER 1' COMPACTED SUBGRADE • LADDER OR MPS PS VFSE8, 1(E NDi[ • FRAIX Tun ELEVATION S PIPE PVr0R O 0801 EL 19.04 n :.•Nmn run E •i NOT Oi [LAND IF ONLY FOR o1. PC LWTI OR A 2 110' B : m ry 0 G / / / /7 / / ------ -' --' / / // x ASPHALT CONC. PAVEMENT VARIES PR OPOSED R im 24.50 . ■ 2' COM ASPHPAALCTED T COSUBNC. GR OVADE ER 4• CRUSHED ROCK BASE OVER I SECTION A - A N.T.S. ' - EXI2L..S9APF� SECTION B - B SCALE I' • 10' HORZ. I' • 4' VERT. -' - 00.X1 50.I0 Cm l4 ,.AN•EO _DP 1 LOC 8111:08 ONLE51 4 0(4 APPROVED CNA044800.1 010 SLAG. RREN PATE IS 00. TASTER CRY. TO ,MANE. 610401071 0ALVANI(00 SnEL OR A02,NUI LA0G414TLP1. 8E07 0L • 19.04 EXTRUDED CURB DETAIL PICNIC 10 Pv(3G( C D121r/K //IC Foo TAI n/. fIDJAcewr TU RI VC/t TKAIC . 20.0' ISEE ARCH. PLAN) LANDSCAPING EXIST. B PROPOSED GRADE 401)5 IMF j4-Srv? PROPOSED ASPHALT CONC. PAVEMENT; • Var S f 29 1988 EXIST BIKE PATH GREEN RIVER EL.•23.4 0 2000 cis - ALAN HIGH WATER PHI( WES 0 SLOS, PIA •JAN 2 0011E1 0A0* C11, 4011E551 14.0.480 , 41045 5 •Ertl NRts A CNA010, R(SISIoa 010 OALmsacO Oe 0 "PC IF 0i•10N12E0 STEEL POE, 5AV1 AS0*L1 4 (RANI • LADDER CA MPS WW1 SO A CLLANODT PATE IS VISIILE PROM TOP CllARDNI CAE. • CLI2•00•N %KU IS CLEAR Of RISER 0 SNIAR * K 1E0404 ROOT 30 10N(N 047E AGD 0.11 101510 0. OR, C.F.. I5 CLEAR OF CURB S. LIFT PAIL, NO. cx /I•L0. S . STAYCTWB HALL S0 A TOE 1 CATCH 545N CA55ADL MLA. P INC 1 04 I7 8 DLVI[L ROVED Y. Si 08INFER. PLAN VIEW 1••2' CB #3 - TYPE II -48" FLOW'RESTRICTOR /OIL POLLUTION CONTROL DE ICE N.T.S. • AUG 2 915N STAMP 0 87 W N W 7 CC O CC Q 7- -7 2 3 01 N 10 87 0 m 1- O _ o O L j u. 02 E = ao C4