Loading...
HomeMy WebLinkAboutPermit 85-63-SMP - CITY OF TUKWILA - METRO ETS SHORELINE SUBSTANTIAL DEVELOPMENT85-63-smp upstream from foster bridge on left bank of duwamish METRO ETS SHORELINE SUBSTANTIAL DEVELOPMENT METRO ETS SHORELINE MANAGEMENT ANDREA BEATTY RINIKER Director March 11, 1986 City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Gentlemen: cc: City of Tukwila 412yj 9, 1 98(.. at STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mail Stop PV -11 • Olympia, Washington 98504 -8711 • (206) 459 -6000 EMI) MAR 13 1986 CITY OF TUKI■ILA PLANNING DEPT. Re: City of Tukwila Permit #85- 63 -SMP City of Tukwila - Applicant Shoreline Substantial Development Permit #590 -14 -5856 The subject Shoreline Management Substantial Development Permit was received by this office on March 10, 1986. The review period by the Department of Ecology and the Attorney General's Office will terminate 30 days from the receipt date. If no notice of appeal is received, construction pursuant to the permit may commence following expiration of the review period, provided that all other federal, state and local laws regulating such construction have been complied with. Sincerely, Karen M. Beatty 'y Shorelands Management Section March 7, 1986 Ms. Sue Mauermann Department of Ecology Mail Stop PV -11 Olympia, Washington 98504 -8771 Dear Ms. Mauermann: Thank you very much for your cooperation. Sincerely, Jack Gonsalves Tukwila ETS Project Engineer JG /kjr Enclosures (6) Drawing #'s (ETS 3 -D): 362, 363, 387, 388, 390, 391 FILE: 85 -SWO1 / 5- PERMITS ETS SHORELINE City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor f�- I a.m■. i ( O MAR 71986 CITY OF TUKWILA PLANNING DEPT. RE: City of Tukwila Permit #85- 63 -SMP City of Tukwila - Applicant Shoreline Substantial Development Permit #590 -14 -5856 Per our telephone conversation this morning I am enclosing one (1) copy of the site plans which illustrate the proposed mini -park and parking lot. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor March 5, 1986 Sue Mauermann Shorelands Division Department of Ecology PV -11 Olympia, WA 98504 RE: Shoreline Management Permit 85- 63 -SMP Dear Ms. Mauermann: Per your telephone call of March 4, 1986, please find additional information regarding Tukwila's Shoreline Substantial Development Permit 85- 63 -SMP. Exhibit A shows the parking lot improvements at Foster Golf Links, and Exhibit B shows the proposed mini -park. Please forward the enclosed drawings to the Attorney General's office. Thank you. Sincerely, Rebecca Fox /ks i el ANDREA BEATTY RINIKER Director March 5, 1986 Rebecca Fox City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 cc: City of Tukwila - Applicant STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mail Stop PV -11 • Olympia, Washington 98504 -8711 • (206) 459 -6000 Dear Ms. Fox: Re: City of Tukwila Permit #85- 63 -SMP City of Tukwila - Applicant Shoreline Substantial Development Permit #590 -14 -5856 The subject shoreline permit was received by this office on February 27, 1986. The review period will not begin until we receive a complete filing of the following material as stated in WAC 173 -14 -090: 1) Site plans which illustrate the proposed mini -park and parking lot. Please send us the needed material within 30 days from the date of this letter. If we do not hear from you within this time we will return this permit to you. Thank you for your assistance in this matter. Sincerely, <. Karen M. Beatty Shorelands Management Section 4 L a 3 1 1 I j ij MAR 6 1966 CITY OF TUK■ILA PLANNING DEPT. SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT NOTE - THIS PAGE FOR LOCAL GOVERNMENT USE ONLY Type of Action L J Substantial Development Permit Q Conditional Use Er Variance Application . No. 05-63 Pursuant to RCW 90.58, a permit is hereby granted to: City of Tukwila township, range) within Green River /Duwamish (name of water area) The project will be (be /not be) • (RCW 90.58.030). The project will be located within an Administering Agency City of Tukwila.. Approved X Denied Date 2/24/86 (name of applicant) to undertake the following development: Develop mini -park; improve parking lot; upsize outfall to 30 "; build 36" outfall. (be specific) upon the following property: just north of the Foster Golf Course and along Interurban (legal description, i.e., section, Avenue South within NW 1 of Section 14, Township 23, Range 4. and /or its associated wetlands. within shorelines of statewide significance urban (environment) designation. The following master program provisions are applicable to this development SMP 4.1 -4.4, 4.5 & TMC 18.44.110 -115, 18.44.130(1)(C),(2)(D),(2)(E) (state the master program sections or page numbers) Development pursuant to this permit shall be undertaken pursuant to the follow- ing terms and conditions (see attached) This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the application 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 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). (date) • Director, Plannin rtment 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 Approved Denied This conditional use /variance permit is approved /denied by the department pur- suant to chapter 90.58 RCW. Development shall be undertaken pursuant to the following additional terms and 'conditions: (date) (Signature of Authorized Department Official) Development Conditions for 85- 63 -SMP. • 1. Adherence to the mitigating measures detailed in EPIC- 306 -85, including: A. Preventing damage to the Joseph Foster tree through identification and construction of a temporary barrier around the tree. B. Maintaining access to the golf course parking lot and clubhouse during construction with a temporary access point south of the existing one. 2. Revise mini -park construction document to include adequate lighting to ensure the safety of park users per the approval of the Planning Department staff.* *Per the attached memo from Rebecca Fox dated February 13, 1986, Recommendation #2 has been satisfactorily addressed. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor TO: FROM: DATE: Brad Collins Rebecca Fox q February 13, 1986 SUBJECT: 85 -63 -SMP The light nearest to the mini park will be a 400 watt sodium vapor street lamp on a 40 foot pole. It will be located at the northwest corner of the mini -park. According to Mike Osmondson of William G. Teufel and Associates (project land- scape architects), the light will provide approximately 1 foot candle (fc) of illumination at a distance of 75 feet from the standard. This distance rep- resents the farthest edge of the mini -park; other closer -in locations will presumably receive more intensive light. Byron Sneva, Tukwila Public Works Director, calculated illumination of 5.2 fc directly below the luminaire and 3.2 fc at the farthestcorner of the mini -park. Either of these calculations appears to fall within the recommended 1/2 to 5 fc range for foot paths. Additionally, some supplemental spillover lighting will be provided at a later date from the parking lot addition which parallels the waterfront. Given the information, we feel that lighting currently planned is adequate to ensure the safety of park users. No plans revisions are required to provide on -site lighting per the Planning Commission staff report 85 -63 -SMP, Recommendation #2. /wb MEMORANDUM February 2'; 1986 Linda S. Rankin Permit Coordinator Shorelands Division Department of Ecology PV -11 Olympia, WA 98504 Re: Shoreline Management Permit 85 -63 -SMP Dear Ms. Rankin: Enclosed is information pertaining to Shoreline Substantial Development Permit 85 -63 -SMP. Please forward the enclosed application to the Attorney General's office. Thank you. Sincerely, Rebecca Fox • encl. /ks MASTER LAND DEVELOPMENT APPLICATION FORM PLEASE WRITE LEGIBLY OR.TYPE ALL REQUESTED INFORMATION -- INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED FOR PROCESSING. SECTION 1: GENERAL DATA TYPE OF APPLICATION: 0881p C3 SMORT a SUBDIVISION PLAT ()SHORELINE ❑ PRO DPMUD I1 INT BAR PERMIT ERURBAN CITY OF TUKWILA 914449 APPLICANT: Central Permit System CONDUSSIEONAL Q D VARIANCE ZONING DAMENDMENT NAME City of Tukwila TELEPHONE (206 ) 431 -1Rg5 ADDRESS 6200 Southcenter B Tukwila, Washingtno z 98188 PROP. OWNER: NAME City of Tukwila TELEPHONE (206 ) 433 -1855 ADDRESS 6200 Southcenter Blvd., Tukwila, Washington zip 98188 PROJECT LOCATION: (STREET ADDRESS, GEOGRAPHIC, LOT /BLOCK) 13500 Interurban Avenue (200Land at 300' upstream from Foster Bridge on Duwamish River) SECTION 11: PROJECT INFORMATION 4) DESCRIBE BRIEFLY THE PROJECT YOU PROPOSE Along Duwamish River construct a new storm sewer outfall, modify a storm sewer outfall, construct a mini -park and approx. 106 car 5) Rvfrkakli S AlaigoIoFecuovgnu y ue SQ ! April 1986 To December 1986 6) WILL PROJECT BE DEVELOPED IN PHASES? OYES EI NO IF YES, DESCRIBE: 7) PROJECT STATISTICS: A) B) C ). ACREAGE OF PROJECT SITE: NET NA FLOORS OF CONSTRUCTION: TOTAL //FLOORS SITE UTILIZATION: ZONING DESIGNATION COMP. PLAN DESIGNATION BUILDING FOOTPRINT AREA LANDSCAPE AREA PAVING AREA TOTAL PARKING gTALLS: - STANDARD srzE - COMPACT SIZE - HANDICAPPED SIZE TOTAL LOADING SPACES AVER. SLOPE OF PARKING AREA AVER. SLOPE OF SITE TOTAL GROSS NA INCLUDES: FLOOR'AREA EXISTING PROPOSED NOTES FOSTER GOLF COURSE FOSTER GOLF COURSE O NA NA NA NA NA NA NA GROSS NA EASEMENTS NA NA I NCLUDES• J BASEMENT G MEZZANINE 0 BASEMENT El MEZZAN I NE NA 0 NA ❑ NA 0 NA NA NA NA NA NA 8) 1S TH15 SITE DESIGNATED FOR SPECIAL CONSIDERATION ON THE CITY'S ENVIRONMENTAL BASE MAP? ❑ YES ❑ NO 1 SECTION 1I1: APPLICANT'S AFFIDAVIT 1 , BE1NG DULY SWORN, DECLARE THAT 1 AM THE CONTRACT PURCHASER OR OWNER OF THE PROPERTY 1NVOLVED IN THIS APPLICATION AND THAT THE FORE- GOING STATEMENTS AND ANSWERS HEREIN CONTAINED AND THE INFORMATION HEREWITH SUBMITTED ARE IN ALL RESPECTS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SUBSCRIBED AND SWORN BEFORE ME THIS RESIDING AT DATE X DAY OF , 16 NOTARY PUMA': IN AND FOR THE STATE OF WASHINGTON (SIGNATURE OF CONTRACT PURCHASER OR OWNER) i CITY OF TUKWILA sAAto Central Permit System '6 - MASTER LAND DEVELOPMENT APPLICATION FORM PLEASE WRITE LEGIBLY.OR ;TYPE ALL REQUESTED INFORMATION -- INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED FOR PROCESSING. SECTION 1: GENERAL DATA TYPE OF APPLICATION: D ss1P 0SNORT Q suaDIVIsION PLAT 13 ,0117 APPLICANT: NAME CONDI T! NAL DUNCLAS11. USK US City of Tukwila DO S ORRM � T E o PRD DPMUD C3 V CHG. OR ZONING O COMPI PLAN AMENDMENT TELEPHONE (206 ) 433 -1Ag5 ADDRESS 6200 Southcenter B.lvd., Tukwila, Washingtno zip 98188 PROP. owNER: NAME City of Tukwila TELEPHONE (206 ) 433 -1855 ADDRESS 6200 Southcenter Blvd., Tukwila, Washington zip 98188 O INTERURBAN PROJECT LOCATION: (STREET ADDRESS, GEOGRAPHIC, LOT /BLOCK) 13500 Interurban Avenue 11 •1• • 1, • u •jii •m• of I ,.0 'SECTION 111: APPLICANT'S AFFIDAVIT Ri SECTION 11: PROJECT INFORMATION 4) DESCRIBE BRIEFLY THE PROJECT YQU PROPOSE Along Duwamish River construct a new storm sewer outfall, modify a storm sewer outfall, construct a mini -park and approx. 106 car 6 ) a k�� ,� PEangI 2Mgbs •n breagle , .. April 1986 To December 1986 6) WILL PROJECT BE DEVELOPED IN PHASES? DYES NO IF YES, DESCRIBE: 7) PROJECT STATISTICS: A) ACREAGE OF PROJECT SITE: B) FLOORS OF CONSTRUCTION: C) SITE UTILIZATION: ZONING DESIGNATION COMP. PLAN DESIGNATION BUILDING FOOTPRINT AREA LANDSCAPE AREA PAVING AREA TOTAL PARKING STALLS: - STANDARD srtE - COMPACT SIZE - HANDICAPPED SIZE TOTAL LOADING SPACES TOTALS #FLOORS NA 1NCLUDES• 0 BASEMENT O MEZZANINE TOTAL GROSS NA _I NCLUDES: 0 BASEMENT D MEZZANINE FLOOR'AREA EXISTING PROPOSED NOTES FOSTER GOLF COURSE FOSTER GOLF COURSE 8) IS THIS SITE DESIGNATED FOR SPECIAL CONSIDERATION M.41'? YES D NO NET NA GROSS NA EASEMENTS NA AVER. SLOPE OF PARKING AREA NA NA AVER. SLOPE OF SITE NA NA ❑ NA ❑ ❑ NA ❑ NA a NA ❑ NA NA NA NA NA NA NA NA ON THE CITY'S ENVIRONMENTAL BASE City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 433 -1800 Gary L VanDusen, Mayor NOTICE OF APPLICATION FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT PERMIT Notice is hereby given that the City of Tukwila has filed an application for a substantial development permit for the development of two storm outfalls, a mini -park, and a parking lot upstream from Foster Bridge and located just north of the Foster Golf Course and along Interurban. Avenue South within NW * of Section 14 Township 23 Range 4, in Tukwila, Washington. Said development is proposed to be within Duwamish 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 Rebecca Fox, City of Tukwila Planning Department, 6200 Southcenter Blvd., Tukwila, WA 98188, in writing of his /her interest within thirty days of the final date of publication of this notice which is January 19, 1986. Written comments must be received by February 18, 1986. Published: Record Chronicle, January 12, 1986 and January 19, 1986 Distribution: Dept. of Ecology Metro Mayor Public Works City Clerk Planning 14P 1pr lora • • ).' • I: . . • 4 .4* • 4o. • ,r• • .., 7.1 ' 4_ %4_. 1.4 C • • . apy.„ Mgr e " vv" • - - _ ••• .A114 _ 4/ • ) •-• ,st• • /. • ••••••. a •••••••••••••*' • INT •et* • 441-741•40-44 .A.T.-:•-•_,T4rri44.4444,,•.••■•••.,•; 41,31.41146440,131-1.24M5P/M,421‘1048,3.-•4•441 ' • 1.1•1 !TIES 10 PE ER* 1ED PHIOR TO 1 1 30 20 101 lite WW1** • . . 1 • ---1 -I-- , u 4 METRO 1 N 'r.rt•-• ' 4 21 •,..115.450• en • 4, 40' VC 6.020 :Zen 4 11.1 ?, RtP-RAP.SEE D'EG 363 1411-1 r f4••• • STA. VT 47 83 5 SI (..• E 1,1145.90) 00 \ • 141.R • •s, I C V SuP•16CT TO EXIST cum_ PLAN OVOG.364 a PP 755 SEG LIE ISUL N413.94v. / 147o' mr,rooti IN STALL '.W C9 37 3 SEE DWG 363 • 023% TOC 23 94_ INV 151* CONNECT TO EXIST 111%0NC rtA1N WET \ --INV 1415 NEW 30"EAST 31.00 32400 . 1 • BEGIN 9014001cTE ENCASEMENT STA 0 119,26164 E 1.05.910 03 Na00E WAY . CURB NV 61ITiffl 0 8 1 , I- ••• I APPP"X t rflAT ION OF TUKWILA'S GASOLINE PIMP AND STORAGE TANK. • . • PROTECT FROM DAMAGE. MH- 2 STA.3*1928 N I/0,94 E 1.606.026 00 71016 OTC IT I LOCATIONS ARE 21. BEGIN DRIVEWAY TRANSITION ,- CLUB HOUSE PARKING AREA - STA:3 - 4 . 54.40 SEE Oita 363. / NORTH SEE DWG.363 27145 -12 RCP -0 ,CLASS 3, • 77-4)--, k - - s C E; - 17W 7363 .1 (310 c_96" * FORCE MAIN • • • • • -4 • 1-----` 60.72 1 • STA 3.4 Bk. 68 AH CONTRACT E TS - 4A 04 1.CJ_ 4 • U 1 / E 1 647,9E1382 N170,920 5 K 'a s - ---SEE 01VG. 361 - . './■...1 - 1 0"RCP-D.CLAS3 3di' ! 0 --\\ •--0F___ _ V 4 - - - -- -1 :- --- 1 -- r -- -.51 -S- -1 -1(7 :n, it 3.406 lC) t 12 -- • 4 144 ANP.95/ITER_( SEE CWG. 363 8364 METRO IN 445 61177044 31 tA4$T1Iiif - GR 4 •f) 0 TE EL.2165 33,00 34400 NEENATTR-5050-CF 36 1 1 - WITH VERTICAL CLOSURE 6.0.16 lo FLAP GATE OR EO'JAL (SHOWN 434 IN OPENPOSITIONI ul 406% - 35+00 _ - . 9 i6 0 SEE DWG. 363 1 36 - DEiTA1L NTS I CONSTRUCTION 4"' 0 EJ S 7e. D ee 4cicknciuro DrciL0i(13 No. 3q(p 1; IORK WITHIN THIS AREA TO BE COMPLE 15D UNDER RID CHEDULE 2, 2.02. CLASS 3 __ _ CLASS 4 CLASS! LI A55. F_EtMeffr.:_ ; role GORSE UENT BACKFILL Ci.ASS 8! oi EL. BUM! " MI- I ACJUSI! TO EZ. : RI EL 24 2 1 1 x 2 1 1 CLASS 1 BEDDIN.I _ . i RIM ELJ2165.t . _ . NFINED laa.ichi 1 . ANUST TO E.G. ' OF DRIVEWAY 50.00l5 1 -IN 766' 72"PRECAST MANNIDLE WITH. ECCENTR(C CONE CONFORMING T03 LTAPI_Cl PLAN 813 • SE! DWG. 36 TOP SLAB ! FG IS a - • •---51n TE TO C.3 LT LE WITH ECCENTRIC CONE IC ABLE 1PORTIONSOF *SOOT • TYPICALi FOR 641112 RIP-RAP. SEE DWG 363 - - 34" PRECAST MANN GONFORIM*G TO APP STANDARDIPL AN 8- THROUGH 6TH -6 3i00 !~/ w'This drawing reduced approx. half She 4. 0 0 • 20 7 10 \ 4.6 1:Et W02 TO - onf zts , 211 INSTALL COP4 ENCASE4ENT BD1• 6' / * F.T.B • 1115L • 0 2400 1400 0400 ••••■••• S T Ass.. 4111 UR,M9 &NM* Woshington 1 . 3 ‘5 .1 Sysioes AvslvIsct• Soonest.; levopotalsd. 75 1 dim - MTV / •'• HOR12.1 VERT. 1%8* / COSMO MMUS W/F 16-85 ETS - 411 METRO MunkimMtv M lAskopvlits• Saville JAN lye, los RENTON EFFLUENT TRANSFER 8 YSTENI INTERURBAN ROADSIDE IMPROVEMENTS WETLANDS TO 52ND AVENUE SOUTH S IMMS MEIN /IAA O en 20 • • 5 • UR SoottIs, Washington ■% Sr.lw A.clAl.ct. E.EAI•..• MK.wp.SW, RS. ...... ...•.• r- ...r .tYMt..• ALK MOM. n MU/ MS YAa[C •, (Wit HOR12. 1' • SO' VERT 1' • S' Amnon awl! W/F I6 -Br. ETS e t METRO MwwclFNdp of Wu4plAfl SNNN RENTON EFFLUENT TRANSFER SYSTEM STORM DRAIN AND OUTFACE WETLANDS TO 52ND AVENUE SOUTH UPI dots on IWO ..E 396 AW.• x�x 10 0•MSL 20 FINISHED MADE / SEE CMG. 363 • $ PAO 3E TEE TOCB 3G RCP - INV T.E.G INV. 7 32 0 I N 54'11 91 88' • i9. CCP FORCE MAIN 10 RCP ..LASS 3� CB-9 SEE DWG 3G3 INTERURBAN AVE. S. RIM EL 200= ADJUST T EXIST GRADE 36 TEE TO C d -8 3C - RCP - 0 MN - rTA 3 N1713,990 00 E i64G,044 03 ' — l2'RCP D. CLASS 3 C8 - 8 SEE CWG 363 WORK WITHNN THI; AREA TO 3E COMPLETED UNDER 810 SCHEDULE 2, ITEM2.02 ... CLASS4 .y. CLA33 3 S TRENCH SEMI-CONFINED TRENCH CLASS B 3EDJING J UBSE0 UEICT BACKFILL CLASS BI 72' PRECAST MANHOLE AND TOP SLA8 WITH 24 CONFORMING TO APPLICABLE P')NTIONS OF WSDOT GAT A S N MI DETAIL EXCEPT ALIGNMENT OF 36' DRAIN M WCH .:MALL BE.1:W 1 , SHOWN ABOVE. / rA 47.87OOB1C. 6E074 22 AH N 1 !B 92O SS _ S•J JJI' I t . S•3.3015 • TOP SLIM_ F.G. S4' PRECAST MANHOLE WITH ECCENTRIC 1 CONE CONFORMING TO WSDOT STANDARD. 4 Y M NA RAN 6 TYPICAL FOR MN -2 THROUGH 11 RIM EL 13.0 I W 6.98 36'RCP INSTALL I') OF REINFORCED / CONC E'CASEIE'T • - - - — - EG 13.5 5•00 4.00 3.00 2•00 1.00 0.00 SLOPE RIP-RAP AT 2.1 SLOPE FROM INVERT AT STA 0•17 • 1'-0 SECTION N.T.S 36'RCP-D I 2'RIP (MW) NOTE TN15 TAAWNG IS ACRE.[` BY ACCENOW TO RELOCATE THE 36' STOW roam Aflf` RELATED APPURTENANCES FROM STA 0.00 TC MANHOLE NO 3 ALL WORK _MALL REMAIN THE SANE UNLESS SPECIFICALLY CNANGEC CFI 36161E0 BY TMS ORAIMNG t 11 1 <;0. fit t �� ' !'Lf I t X1 `KEY RIP-RAP INTO FINAL CONT'XIRE) • SURFACE A MIN '7F 12' RERFORCED CONC ENC.LSE.\IE' T WITH •5a 12'EF•T t SCALE = NTS • t t • • ] E. FOSTER GOLF LINKS - CITY OF TUKWILA • cT 414W.34 ... 41, • d' e sd,,•, 7/ PRELIMINARY GRADING PLAN FOR 1ST HOLE GRASS SWALE . 64.6. 70.411. - Dy,,. 4.a OT{aISmoil sheaf 7 t • Lill. t►e.50 Ma. .,. vd/ F4��.�t• C. Will. MN.. E4;3111 Mika Item,. C•.uatrs. II*A V.011 sw/111ask bmj L =N Icr .f 30 "/ P•'t Irv. El. — S•b . C1aats L...ap 3•4,1 z"e Lc./ It, • • // / • • • - T - _.•- . � • • fi sifv �..'� t . • W.G. TEUFEL & ASSOCIATES 2/11/86 NA ...11.,11. A v ENghw 1 1. end ettaLts Soothe, Washington ■ MAU AS SHOWN 1.■17R■'t AWN. JIM ... N✓ If ( ! :e ... W/ 16 - 85 1..n 7-74 . ETS METRO * WRici'MItT of Molmowlitw %MIN RENTON EFFLUENT TRANSFER SYSTEM CLUB HOUSE PARIUING AREA AND DETAILS WETLANDS TO 52ND AVENUE SOUTH 1.NNI ,yN rr6 r q1. ammo_. 362 ■ U55 CA , S•00074 ORATE EL in 51:•, INV 12.00 FG 1e52 i uRS F01976- c- WN ITN TI 15 AREA TO E �ETED UNDER BID SCHEDULE 2. 1 OI. GRATE EL 1797 Y \INV12 40 TOC F623 • 2 9.09' NA e 46J6 7 ez.01 4.4 E �J6e P118.84 56.17.18 54.00' F.G 16.54 50.21.2 11 56.16 32 5.5o' — I2"0 - 8EG1N RETAINING WALL TOC.2 FG 23 42 TOC 23.30 Aa 6 05' POST. 37625 62 NTERURBAN STA. 5796 44'R EXIST. ASPH CURB \ TO E REMOVED - METRO_ 9109 MIC 6 1t u 6,7 E 1,646,106 31 362) X 1 \CB- _ to 50 IN E � z 60 Nneeu 79 1CtMRG? Q 11. 5.00074 5.50 \ 49.50' N 116,726 76 1.64106114 PT 37426 39 X X APPROX.TOE OF F1.7 ilsRCP -D 5.0.0078 -\ 6 . 0 '23.50' 6.0' CURB AND GUTTER SEE PROFILE DWG.361 8RATE EL21.92 4" PVC CONDUIT EXIST. 12" DRAIN TO E ABANDONED EI S 43 30"E PARKING AREA PLAN SCALE • I' • 20' • 0" C0 X 5.90' T.00.21.09 (atmT 12 C■P DRAIN OUTSDE EDGE OF CATCH BASIN PRECAST CATCH BASIN X DETAIL SCALE I' • 2' I 362 G RATE EL 15 99 NV13.94 TOCI6,S0 6178.665 55 � NG �EG.• 1633 o ASPHH c 2 tD SRALT CON C 1 CURB - EGN4SPHCURB p� ENO C 9* .CURB F.G.1670 ry TOC 1 OW 2109 5((.21.0 36 "RCP-D 5.020. /SEE DWG. 361 !! APPROXIMATE TOP OF EXCAVATION 96"PCCPFORCE MAN SEE DWG. 346 EXIST. B' CMP DRAIN TO BE ABANDONED. IWI - 0 '• 1® (MST 1! u1uN( 5 INTERURBAN AVE. S. REMOVE EXIST. C.B. AND CONNECT NEW 12 NRCP TO EXIST. 12" CMP NORTH WITH TRANSITION COUPLING ADAPTER AT INV. 16.77. ABANDON 12 ".DRAMS EAST AND WEST. SEE DWG. 360. MH 3 -05 STA. 64600 LOCATION OF INVERT B GRATE EL RE APPLICABLE CATCH BASIN COMFOR'MING TO WSDOT STANDARD PIN/ 8-18 W/ TOP UNT P EDGE OF PVM'T. SLOPE OF PVM'T OR GUTTERS t+ 1 PRECAST RISERS 5" ■ 4 i IENW ■rNc CLASS 2 MRCP OR AS SHOWNONPLANS. 2 1 "R - 1-1 /2 "R 1" R - / �! 1 "R ASPHALT CONCRETE CURB DETAIL SCALE P • 0'- 5 FRAME B GRATE SHALL CONPoRMTC WSOOT STANDARD P•AN 8 RECESS GRATE ONE INCH BELOW F..G OF ADJACENT PAVEMENT. DETAIL SCALE' 1 -Cr - 7364 SCALE: 1' • 2'- O" CLASS 2 NRCP STUBOUT OR DRAIN WHERE SHOWN ON PLANS. SECTION T.O.C. 2053 C B. GRATE EL. 20.11 12" NRCP - D NORTH NV 1607— REMOVE EXIST.18'CONCPIPE yHV 14 3 TO FIRST JOINT PAST NEW CATCH BASIN OR SAW CUT AT CTR OF CB. OUTSIDE WALL. REPLACE 81114 NEW IS" RCP,CLASS 2 TO THE NVERTS SHOWN 0 PR AIDE W *PIPE JONT BETWEEN CB ANDMANNOLE RESTRARAIG STRAP -- COUPUNG OR AMPTOR PRECAST BASE SECTION SCALE :1' • 2'•0' SECTION SCALE. r • 5'-0 CLASS 2 NRCP AS SHOWN ON PLAN CURB (ONLY FOR C.8.10 INSTALL 04. SEPERATOR ASSEINLY WHERE SHOWN 011 PLANS. SANE SIZE /, AS OUTLET PIPE. 4" PRECAST BASE CLASS 2 NRCP Olt AS SHOWN ON PLANS 36" RCP-0 MHF4 INSTALL ODVER 10 MATCH F6 2018 FG CONC. WKNWAY M►W111 ENDO. EXIST IrCOC ME TO E REMONO - r - NN. L -CLASS 81 FILL NV 6S! • ♦this &awing reduced approx. half size 20 15 .10 SWAM ON GRATE O O FORM CN TO W>DOV STANDARD RAN 8 AIONIID GALV. LADDER STEPS PRECAST RISERS INLET PIPE AS PLANS ON Ml 13 COC.SLAr- ADJUST MH COYER TO F.G. 1051 F196 FORCE MAIN FS 24D!1 192351 ASPHALT PATH CONTRACTOR SHALL EXERCISE CAUTION WITH INSTALLATION AND REMOVAL OF SH LNG TO PROTECT EXIST. MH. .O W.26 Wit POC N 178 • I 033 07 E 1,645 5747 1,6419 8717Y PO C RET. -FG 2449 TOC 24 O g TO C e424 I T NEAT EDGE OF NEW 'Von • yQ' 75•R / 'T N 179 N11114 E 4645,7829999 , ' ,� G 2383 N 178,10195 1 4645.83143 N 1 ,102 PT E 79 4645,8333352 2 T0 .W 2604 TO,s z5 50 N 179,12 9 /1 988 Exist 30 ExIST 30 [frWEA C(N.00 \ txKt 109.2 17_5r DIST SMNBZ 7- = I CONKER CCP ETS 4A C. F G. 25.83 F.G 2556 \ r tx K7 $6 CONIFER • _ (((EXIST 30 ( I W FEF \ TL xiST.6i CO MER \ ` ExKT 24 COWEER .T 2 CONKER EMT 16 COMER \, - • Ex MT I05.0NFER 85.85' ' 9158 30 OM 2537 T O C. 2523 T.0C.2570 (1,646,044 605' 24 0! k ' G21163 2ns3 .G. W. G. SIN EXIST HY7• -Ta BE (iELOG BY C,TTt3F :° ('620.5 F.G.2052 .G 20 G1994 ASP. FAITH AAN H LCCATIIXN A EXIST MM EAST 9' YW[R SECTION N15 FOR OETAR. PLAN TO56TH AVE 5 SEE 06G 364 / / / / / � / . / /% / / / / / / / / % / NV r73J, // ' 133 • / . / � O- % 1 :3 z - J oC 245 Q T.00 23 70 \ 1 N 48.14'00' FO 23 1 ,,}Si N 179,22557 S` 64.94 E 1,645,732 78 [x.17 311- • k 7050 N0r1.4 \ X C 2446 3621 0 SEE DWG 360 N THIS AREA TEO UNDER BID / ' - APPROII. TOE Of FILL .N 48 . 14'O ' W 2 41 • a6N 6630 CONKER 548 44_44. • - -- 198.14' 11E1400445 M.I.C. N 179044 6 1 645.7782 CONC. ENCASEMENT INSTALL RIP -RAP AT 2 :1 SLOPE FROM INVERT TO ELEV.I6 0 11MM4�TH MIN. THICKNESS OF 2' - 0: WRAP AROUND CONG. ENCASEMENT AS SHOWN AND KEY RIP -RAP INTOO�.THE FINAL CONTOURED SURFACE A MIN. OF 12'. 96. CURB 'RCP - D FOR PLA X \` / SEE DWG.60. END RETIONG WALL \•\ ` EXIST POWER GUY WIRE TO BE' RELOCATED RETAINING WALL Ow G2543 OCATED 5 41 - - '3609 - +73 54 o4I S X E• 7842 117U]tt NDTE2. TO BE / ABANDONED 2' P. 3',C. CONDUIT INTERURBANAVE \-\ D� t \ \\ X \ \\ - W /OIL SEPARA \\ S' GRATE EL. 1990 NN 3 • \ 'Nq' STUB EIS \\ -\ NI(1080 s /i3k EGN OgYEWAY TRANSITION INTERURBAN STA. 34 +5440• STA 611 +2393 EXIST. SIGN POST RELOCATE TO CTR. OF PLANTING STRIP EXIST. SIGN W/ COLIC PAD 13 STEEL PEDESTAL. RELOCATE TO CTR OF PLANTII.G STRIP CONC.MONL N 1 78,94875 E 1646.009 21 &4.32 v R • 5809.44' /� T.230.59' L.460.93' 4' PVC C. O THBT. URB CUT NOTES 1 ALL EXISTING TREES SHOWN ARE TO BE PROTECTED FROM DAMAGE 2 TWO EXISTING FR HYDRANTS ARE MBE RELOCATED. INSTALLATION OF 714 HYDRANTS SHALL CONFORM TO WSDOT STANDARD PLAN 8 TYPE 8 PROVIDE A 814 OF 24 CLEAINICE BETWEEN BOTTOM 0' CURS AND TOP OF HYDRANT FEEDER LINE THE CONTRACTOR MAY 1.15E ANY OF THE EXISTING MATERIAL THAT 15 IN ACCEPTABLE CON DITgN AND SMALL PROVIDE NNEW MAtERIAL AND TO SUPPLEMENT THE ACCEPTABLE EXISTING MATERIAL TO COAWLETE THE REQUIRED 455(144► 3 THE SETTING FOR ALL RELOCATED SIGNS AND 11947 STANDARDS SMALL CONFORM TO APPLICAr,E 85DOT 578105805 • THE CITY OF 1*991A WILL 1ELOFFE TIE FINE INDIWIT AND EXTEND A 2 MATER I.SE TO THE PETER ECK SHORN THE CONi8ACT01 9(331 E IESPON31M2. 101 ODJ S1NB WYE = EA Ty ((851940 axe - ALL WORK IN THI AREA. EXCEPT FOR 36' S?� o TO BE 20 \ MO A DUL�E .I 2. . W�CE7ED 10 � GiUTE EL. 19:4f� • to .11.3 - 0X,LIMIT OF FEATHEAED EDGE 0 PV'MT NEAT EDGE OF NEW VMT. 161TCR IETER BOK B RELCUTED IOU SEE N7TE 4. OW 2 24.90 alit 30' rim 603' -EDGE OF P88EOF W/011. SERUM GNAT gI ER ,' EL 15 rAPPROX. TOEf FILL • / NN 51155 y •NFra•• P.O.T. �STp3246 S46•I3'13 429' S4146'48 5729.58' N 174 . 7 6890 PR ( 4 Er u hNS S telti g ams Seeu19. WMBBhi glop N 174,769 29 PR E 1$41,963 57 EXIST 114 ADJUST COVER TO FG _74770.4- END%'PCCP ETS 574.69+ (5.38. 57/4.34 +63.173 INTERURBAN PT. BEGIN 96' PCCP ETS-4A lUG STA,0 +00 NI78 958 04 (1.645.96368 R411 I • 70 0e•I0/0 A•No W/F 16 ETS. 3-0 R•57425' T• 229.58' L•452.65' 4 rrlicl M MMrepltl4A SABNM RENTON EFFLUENT TRANSFER 616TEIA CLUB HOUSE PARKING AREA AND DETAIL WETLANDS TO 52ND AVENUE SOUTH i 4600 JAA8BB .RN 363 w' 23 O 58 ` Y TRANSITION FG.001ICSW23806TOG2430 STA*J 437 I / RETAPN VOL 9EGN CURB CUT F.F PATH 8 T.O.0 24.25 86618 (CURB CUT F. ASP f#TH2317861OG25 1 END CURB CUT ` wz 2'P.VC CONDUIT 5 ' ♦This drawing reduced approx. hdf si>De matzo WPCCP cougar KW SEEMS. 34111 APPROX.L88T p ENDEXIIS S T ASP CUBTO 8E REMOVED EA EpNW��T� R S E L AN SCHE 2.AS. CIAT t ElE C i TAL E 1,645,950 35 & 4°31'54* * 30' 20 I0. N 179 E 1,615,91000 NO170'00 "E 4T83" Or !✓ 7: V V/ • METRO 2 \t R T 0 .11 le °i� !a •�r1 T •023% TOC 23 94 31+00 RIP RAP. SEE DIG 363 -- ,4. 111 -1 STA le 47113 c f10 NITAtUeI i4t . , E 1.648.9m) 00 1 4.. y1 {/ 11 ( 3E ' .1) 4T LOM�CT Ti E)OST CURB_ S Stt LL TAIL E 96 PCCP FORCE MAIN FLAN OYVG.3W / CONTRACT ETS J _ N413•14 , U - / f 1470' - r...• nhnar.X.u, r t INSTALL NEW_ CB 371 • SEE DWG 363 INV. 207 • W1 Q' NRCP -D ' u 32400 CORB.W GVTTfR I I LNEw_S'R9 ANR. MIER _� SEE DWG 363 8 364 METRO * 445 M(C. U:4 778[23 33+00 API'PrX 1 cr.A ION OF TUKWILA'S .GASOLINE PUMP AND STORAGE TANK. PROTECT FROM DAMAGE. _— - f -�N1 AAZ. EIS ?S •in.— fd E• 0.16 0 INV 15 II 03NNECT TO EXIST 1S'00NC DRAIN WET -INV 1415 NEW 30 34+00 BEGIN DRIVEWAY TRANSITION —_ CLUB HOUSE PARKING AREA STA-34 ;54.40 SEE DWG. 363 . / NORTH SEE DWG.363 I2'RCP 3 60.72' - 1.067E TE MH 2 STA.3i1928 N 1)8,9(100 __ E 1,6)6.02300 • • 35+00 CB. -8 SEE DWG VIP rSTA3t +H).J BK. 68 +74.22 AH / M 175 ,911 61615,98 ff! DWG. 36I O'RCP -D,CL AS3 t } ��. 12 0 — �- 1116 - 1 G - 120 _.. -___ � c.a. - 9 2 SEE OWG..363 NEENAH'R- 5050 -CF36 I WITH VERTICAL CLOSURE FLAP G41 E OR EO'JAL (SHOWN IN OPEN pOSI T1ON) 1 ♦1 v I 36 "CMP - DETAIL t leO) NT S 11011 OTC ITY LOCATIONS .14E APPROXIMATE L•JCAT ION RIM EL-k2LES' S ADJUS11 TO FG. OF CRIFETI'AY 11 I ' }NSTALL 021IC. "CNANNEL" ALLOW GAT ` TQ OPEN a CLOSE FREELY. INSTALL GAL METAL CLIP IN MH WALL TO ALLOW LAP GATE TO BE ( SECURED 141 A V ERTICALLY OPEN POSRI014 1 \, ` 36Rc' -CLASS - H -1 STA. 0 +47.83 RE\I i s o S ee Prddendurn, h 3 D rats i ( 13 No . 3 Q (o 'PRECAST MANH LE rTH CAST ON BASE ,TOP S.AB NO NTRI CONE CONFORMING W SOOT STANDARD PLAN 8 -3. --" 6-7/8'80LT5 • COUALING ADA 36 RCP - CL AS TER 4 OF I•111111E5 10 246 ♦Ei412IE0 i4TIOR TO CONSTRUCTION WORK WITHIN THIS AREA TO BE COMPLETJD UNDER 81D _ CHEUULE 2, ITEM 2.02. 4 CLASS 3 _. _ - _ CLASS 4 CLASS 3 - - - VCRTICA TREMS4 ST AS9 - PI SUBEEbUENT BACKFILL CLASS 81 _+-• - t - - f t 72 PRECAST MANIpL E WITH ECCENTRIC CONE CONFORMING To STANDARD PLAN 8 3 - -a- •-- -- FINISHED DE • SEE DWG. 3G, TOP um, FG1518! - II - .- .3C11J'TE TO C.3 LT - is'PRECAST MANN LE WITH CENTRCCONE PONFORMIIIIG TO APP (CABLE TIONSOF *SOOT $TANDARD PLAN 8• .TYPICAL FOR MN12 THROUGH N-6 MA SEE' DWG 363- IN . 166' CLASS III IE00INf _ 0) R EL.20703 9F SRENCM r IM MI ACJUS1'TO FG. RI EL 24.2! f I •This drawing reduced approx. hall sire 7 [ I 20 X10 S•0.0QI5 j — 1 — --- _.T s.s7 112 TDC.Y.- � - - - II INTALL CO . ENCASEMENT 0.0 1 6 J W rri • C@ 3 +00 2 +00 1 WO vow •11•41111•• 6pi[ F red ENM Co[mllt Seattle, Washington 11 [� 1, 5.1 eon *ICN•I.c1I En9M•■.• s•• nw sw Imp pota•• •1416 1 - ••Tt HORIZI.50' VERT. r•5' m(1YCT Me W/F 16 -85 ETS -3D * METRO W1icipoN4 • MNrspli se Untie RENTON EFFLUENT TRANSFER SYSTEM INTERURBAN ROADSIDE IMPROVEMENTS WETLANDS TO 52ND AVENUE SOUTH • ' JAR I9118 MOMS �6A • MT 2)•• rw _ NI CIRliron MI ENIIMRNI/11. Seattle. Washington 41.1«. 4C•IIKt. E.sIAAM. Mco..ArM•d. P.S. • @•4•LA 0•••;i; ALK t•E.•, IT KINK HORIZ I VERT I' • 5 • 0T•••• r W/F 16.8S ETS 41 1 METFICI WICipstIIT of WHraFENIWE SM111• RENTON EFFLUENT TRANSFER SYSTEM STORY DRAIN AND OUTFALL WETLANDS TO 52ND AVENUE SOUTH aft JAI.11144 MIA 396 MIT K�36 10 O•MSL RIM EL 17.0 SLOPE RIP-RAP AT 2.1 SLOPE FROM INVERT AT STA O•')) T') ELEV.13.5 AT STA 0.1314 - , Ty ,� INV. 6.1.3 36' RCP - D O' S 0' 2'RIP (MIN) O.D. • I SECTION N.T 5. NOTE THIS IRAWING IS ACM' BY AOCEFD.31 TO RELOCATE THE 36 STOrM EVAN 4M PELATEC APPURTENANCES FROM. SP O•n0 TC MATNOLE NO 3 ALL maw _HALL WPM THE SANE UNLESS SPECIFICALLY CHANGEC PR tACCIFIEC BY THIS O ttAYIN0 r. 7 rt 'It 1 1_ f' t REINFORCED CONC ENCASEMENT WITH 05012 ' RIP - RAP IN1) FINAL C')NTTUREJ SURFACE A MIN. OF12 Jo SCALE = NTS FOSTER GOLF LINK' - CITY OF TUKWILA t E. 1 L'e � / ..•-•'•!T i .. — \, �•.� i.• • • c LQ.w 41°4844/J4 , ''/ ei ^f• qdw E. PRELIMINARY GRADING PLAN FOR 1ST HOLE GRASS SWALE eft of ,IIDI a stinr Mt s11+... ' 4/ FLF1•Ta C. GAM.. MW.. iN Ewis7Mi Dikt Rowe. C•wattTt h••e.••.11 svt7k..I, b•ts e Zw ItT. 3Y 1 Iwo. El. — S.GO C1Lssi li..to i..; " 3'4 Mai Liwpn, ; 1 • `t. • l • • _ 4' 7 _ • r i i I , ° .l _J W.G. TEUFEL & ASSOCIATES 2/11/86 Fe�iEF G Y. • 1 .i 11 5 41 'R l iG1942 , (s:4 936 F0 23 42 `5796.44 13(3.113.84 2. EGA 78 FG.18 28 0.5' TYP. 0 4, 60.21.49 ASPH. PATH 5.90' .0.21.2/ ■ 5.50 • 0 IECV - - FG 18.47 N.74 Noe7ez u E 1646,164 OS 6 0' ASPHALT , PC.66.4930 N1T137e2.01 E IA46,164AO / 063' 60 24 50 6 0' 8023 598' • Q MAW 1 29 _ RETAINING OVAL 0 3 10 0 peak E CITTLIGNTRIW7 8.0.18.20 o ) ° - GRA AL IgtY 1 F.16 54 1 FG.16 32 D / h BEGIN RETAINING WA LL 6.0' 10 - 0.5 •,• �sa.Laui..I -- 86.17.62 \86 TO.C.2 66 •■ - . Alt ED1.1NT THIS BI D A SCIEDULE 2. 111 \ KIIIRCP - D ORATE E l II my 7 7 00074 V 12.00 80 18 52 /01976- 838' T.00 2330 •••1• GRATE EL 1797 -3 INVI2 40 3 � 1 � CB- -- 1 On EL ! F ..TOCle50 pry 12.eo N179113 T9 E1,646,197M 10 .000)4 000?4 605' 5 48.88' 5 . 5 0' \ 49.50' EXIST. ASPH. CURB TO BE REMOVED -- / \ N 1 179,,646726 ,1 76 0684 � 4' PVC C OMOU I7 METRO •109 37. 26 39 _ POST 37.2562 _ IRENUR6AN STA - YI / N 1713,727 !. X E 1,646,106 31 X 0.77' Kf1tkCP-D 5•0 0078 6.0' 23,50' -6.0' 54.00' -• 22 IF FG.17.18 i III 3s CURB AND GUTTER � SEE PROFILE DWG361 VIP X E AT /la 2142 EXIST. BE ABANDONED S 43 30'E Seattle, Washington PARKING AREA PLAN SCALE • /• 20' -0" EnOMIBe1 >NIO IleGll'IMIME��OI�IBLb APPROX.TOE OF FILL SIDEW CONC. T) CB 2 TOC.21.09 X EL 1658 00073 / X6. 54.50' EXIST 12 C■P 01001 S••I•N• ATCMI•U E•M•••r I•c•r•mM•A P.S OUTSIDE EDGE OF CATCH BASIN PRECAST CATCH BASIN X DETAIL SCALE I' • 2'-0' CB 2 362 RATE EL {599 NV.13. 94 TOC16.30 NI78,665 55 E 1,646,339 34 -- ---- - - ���yG� 1 [[ 6 � - o��V6A5H1iCURB SPHALT CONC Cute @may ASPH. CURB 8190 CONGCURS F.6.16.70 O W 21.09 FG.21.06,i 36•RCP 86.20.7 SEE DWG.361 EXIST. 8' GNP DRAIN E TO BE ABANDONED. AM-4 CB. A EXIST IA" WAIN APPROXIMATE TOP OF EXCAVATION 96'PCCP FORCE MAN SEE DWG. 346 1 MH 3 -05 STA. 64.00 I E INTERIMDAN AVE 3. REMOVE EXIST. C.B. AND CONNECT NEW 12" NRCP TO EXIST. 12' CAP NORTH WITH TRANSITION COUPLING ADAPTER AT NV. 16.7 ±. ABANDON 12 DRAINS EAST AND WEST. SEE DWG. 360. ONI R ■ CLASS 2 NRCP AS SHOWN ON PLAN CURB (ONLY FOR c.e: e) OEM Ili 671II� 4 WATERTIGHT WTE TOUT GROUT COUPLING ADAPTOR 373 FG 2005 'Lao 361,362 •Y9 LOCATION OF INVERT 8 GRATE EL EDGE OF PVM'T. 2 5" 2 I t H I /2 "R -� j- 1 /2 "R I" R CLASS 2 MRCP OR AS SHOWNONPLANS. RE APPLICABLE CATCH BASIN CONFORMING TO WSOOT STANDARD PLAN 19-18 W/ TOP UNIT B ASPHALT CONCRETE CURB DETAIL SCALE f • 0'- 5 o-n / • 7.46 . DETAIL SCALE I'• FRAME 8 GRATE SHALL CONFORM 'IC *SCOT STANDARD P - AN B 2A RECESS GRATE ONE NCH BELOW F.G OF ADJACENT PAVEMENT w I' R REMOVE EXIST IB'CONC PIPE TO FIRST JOINT PAST NEW CATCH BASIN OR SAW CUT AT CTR OF CM. OUTSIDE WALL. REPLACE WITH NEW IB NCP.CLAES 2 TO THE NVERTS SHOWN. 2 KALE 0/AN AS SHOWN � • (�G... W/F 16 -135 SLOPE OF PVM'T OR GUTTERS -.__ GROUT PRECAST RISERS CLASS 2 NRCP STUBOUT OR TRAIN WHERESFDWN ON PLANS. E75-3D } I � ■ CLASS 2 NRCP OR AS SHOWN I ON PLANS. INV. ■lI f` 4. SECTION SCALE. I' • 2' T.00. 20.53 C.B. GRATE EL. 20.11 NV.14 PROVIDE W tilY A PIPE JOINT BETWEEN CB ANDMANNOLE RESTRANNG STRAP - INSTALL OIL SEP1RATOR ASSEMBLY Y W ERE SHOWN ON PLANS. SAME SIZE AS OUTLET PIPE. PRECAST BASE --- . SECTION SCALE: 1'• 2'-0' CATCH BAS 61 5' - 6 • SECTION SCALE r• 5' - 0 PRECAST BASE 12' NRCP - ■ NORTH INV160t- 111m_ 3e'RCP -D 1044 F6TALL COVER TO AUTOSF.G 20E8 NV 1E5 FG OBE. WALKWAY APPNO• EIOOF EXIST I111 PIPE TO ft REMOVED 1 -CLASS 81 FILL 41 METRO lAwici/e617 of MANAmAiNa SAMNA RENTON EFFLUENT TRANSFER SYSTEM CLUB HOUSE PARKING WA NV DETALS WETLANDS TO 52ND AVENUE SOUTH ♦This drawing reduced approx. half size 15 -10 GRATE EL 5101IBN ON PLAN&FRMK A/O GI ME MOT STANDARD � 81*94 III-2A ANDARD GAUL LADDER STEPS PRECAST RISERS INLET PIPE PLAN ON ra JAN 5)7 NMI ■1._ SUM 362 04 1.22 w 55 y A 715! 701' N• F4l UST Cab ust 109'2 E96 FORCE MAIN caIC.suio r ris44■ 4' P © TOW. 2610 CONDUIT MEP .G2543 TOC N 17!19 .OW 26 .� cur PO - 77903307 E 1.648,9117 .L►i•'_j€1�g - 73 ; OC q•- �PVE.2.7 F.G.Z3• RET. ® TO W 2465 WA I157iQE 4NOIETE F.G.2052 .G 20 4 T0C 2457 I , N 48• 14'00 W N 17922557 64.94' / E 1,645, 7e ' 1 (7252 \ 70 50 j .1•� Z. / • \ / X �, ---- ��_ / •' *IU NG \\ / END RETAONG WALL CURB EXIST POWER ' • a TO .W 26 GUY WIRE TO Bg'+ 1 RELOCATED NEAT EDGE OF NEW PV'Mr -- 1, tie- 75'8 / 1• a 179,14721 IN 2 r' E 1645.78299 G 2305 / -F.G 24.21 F G. 24 49 N 178.10395 E 1,645,631 I b ryh ∎ � yy N 179.102 3S /, PT E I.6 45,3332 P.OZ INTERURBAN STA3 GRATE EL 65 0,C 22.90 N 179,12.'9' E 1,645.: 988 CCP ETS 4A .C. F G. 2583 F G 2556 RETAINING WALL \ �'�' FYIST 2CCONIFER - ((V ST 30 (,OMFER ` \\ YEXIST.de CONIFER EYST 24'CONt1E1 15T i2 E.*, 16 4\\ ' E•15T 10%0N 85.85' I RE ■ISI30 o7. 2537 TO C.2523 7.0 C 2370 7'�_ i/ly'Y164 I2 3 4 # 1. , N. 178088" L jI s '64T04, ( � .1 34 /7..s iii I - 157 EDGE i� `� • N .01 6 Lf 7 (16 7 2 F4` PATH (8 T.o.0 24.25 BEGIN CURB CUT E1,646,044 - 84 KY RCP-0 �$ /CI_ sEPARA PRA I1(V� 11.86 gQIR FLOW EL 15V APPROX. TOE1 FILL • l / N b ADJUST MIL COVER TO F.G. YMCA LOCATION 0► (air Ill EXIST 4 IE488 INV 13: SECTION 14 TS FOR OETAL PLAN TO56TH AVE S SEE DWG 364 .. .IOC 2370 FO 23 20 ASP PATH CONTRACTOR SHALL EXERCISE CAUTION WI711 INSTALLATION AND REMOVAL OF 5N RING TO PROTECT EXIST MH. Ni T,0C2446 . SEE DWG 360 X / / // / / /-/ / / 7 // /----- / / / ., / / MEh.)31j/ // //733 / Z t WORK 5 48 . 13'13' ( ._ __ ___- 198.N' M 445 TALC. N 179,014 37 (1,645,7 Er1gM188C 0r M R� a 168 Seattle, VItA9hinpl0n CONC. ENCASEMENT INSTALL RIP -RAP AT 2:1 SLOPE FROM INVERT TO ELEV. 16 01164TH MIN THICKIIESS OF 2' -0 WRAP AROUND CON ENCASEMENT AS SHOWN AND KEY RIP -RAP INT THE FINAL CONTOURED SURFACE A MIN. OF I2'. \�� �` ^` __�� �� ��'�IAN•Y �� t /� �� ��\ --� \ �\� \�\\ \� \\�� i ' f_ 96' 548 13' E •29' 54r ., 46'48' 5729.58' PR- N E1.641 17476 ,963.9 6.90 7 S 41 +73.54 041 51 78142 °GATED IiIDSEE NOTE2. TO BE / ABANDONED X N 174.769 29 p8 E 1.641.963 57 2 P S,C. CONDUIT E A TERUREIANAVF S ® INTERURBAN STA. 34 +5440. STA w +2398 / EXIST SIGN POST RELOCATE TO CTR OF PLANTING STRIP DEIST . SIGN W/ CONG PA RD0 EL P AL PLANTIIG STRIP D� \ \ E. \ \ \ K > \\ W /OIL SEPARA .. �\ \ GRATE EL 1490 \ �� \N '6��(ew. moo N \ -N\'. OV�EfkDM'EL 15.0 CONC.MON. 8178 94875 E 1,646,00521 a =4.32'45• R•5809.44' /‘ T•230.57 L•460.93' EXIST MH ADJUST COVER TO F.6 STA.0 +00 176 958 04 E1,645,963 68 VALE I • 20' 7!•7ReY ■.!1 W/F 16 ETS. 3-0 NU163 1 All EXISTING TREES SHOWN *RE TO BE PROTECTED FROM 0AMAME 2 TWO EXISTING FEE HYORAMS AE TOE RELOCATED. INSTALLATION OF TIE KYOIANTS SHALL CONFORM TO 1115007 STUOMM PLMI E1 TYPE 0_ PROVIDE A MN OF 24 CLEARANCE BETWEEN BUTTON OF CURB NO TOP OF HYDRANT FEEDER LINE THE OXITRACTOR MAY USE ANY OF TIE EXISTING MATERIAL THAT t5 IN ACCEPTABLE CONDITION AND SHALL PROVIDE FEW 16 COI.LETE ATERML AND TIE IEO TO UI d SIAPLEIi 771E ACCEPTABLE EXISTING 1MTERIAL TO R(0 *33(1607.7 3 TIE SETTING FOI ALL RELOCATED SIGNS AND LIONT STANOAROS SHALL CONFORM TO APPLICAKE WSOOT STAIOAROS 4 TIE CITY OF TINWLA WILL IELACATE TIE FEE KNOWN NO (%TOO A e melt L.FE TO THE NE7(8 101 44101 TIE COIT# TOR 51MLL E I81 1 816 AO.A6=NG AWE CORER 7 FM4ED GRADE �D ALL p W p � ORK IN THI AREA. EXCEPT FOR 3_ UI • BID S CIEDUILE .I 2 C. 203 NO *TED TO BE L� - ' - TO F NRCP - 0 5 %0073 GRATE l.l94+✓ OW. 2 24.90 .11.30 -EDGE OF '288E6F Q* 0.- INGSLORI ENILYTRMNRION FG.CANCSw23808T.0C2430 x44.37 BEGIN CURB CUT RETAp01� WILL F.G. ASP RI TH23088T0C23.58 \ END CURB CUT 2 CONDUIT OFFEATfER"btc►I \-EpXTAmlIi A p iGHT W 0 8 COWL D PV 11yi a e 90 57_ 93 P1 AD SCHE� 09. O C APlgOx LMT ENO EXIST /SPCLA3TOBE REMOVED E 1.64 ,I 8 � At.' x • 4.31'54 • R • 5742.5' 1.229.58' 1\!'y L.452.85' 'eiF w � END96'PCCP ETS STA.69+ 15.30 • STA.34 +63.03 INTERURBAN PT BEGIN 96' PCCP ETS-4A NUC MEMO MwNpI1lT al MMMPMiM S1NNM RENTON EFFLUENT TRANSFER SYSTEM CLUB NOUSE PARKING AREA AND DETAIL WETLANDS TO 52ND AVENUE SOUTH •►E y M FORCE IAN SEEMS. 348 AN'A AANII66 363 emu 2S. This drawing reduced approx. half size ETS -3B BRIDGE FOR DUWAMISH RIVER CROSSING N.I.C. THIS CONTRACT VICINITY MAP SCALE IN MILES 0 12 4 6 • • SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT NOTE - THIS PAGE FOR LOCAL GOVERNMENT USE ONLY Type of Action DEI Substantial Development Permit 12:1 Conditional Use Q Variance Pursuant to RCW 90.58, a permit is hereby granted to: City of Tukwila to undertake the following development: Develop mini -park; improve parking lot; upsize outfall to 30 "; build 36" outfall. (be specific) .upon the following property: just north of the Foster Golf Course and along Interurban (legal description, i.e., section, Avenue South within NW * of Section 14, Township 23, Range 4. township, range) within Green River /Duwamish and /or its associated wetlands. (name of water area) The project will be (be /not be) Application. No. Date 2/24/86 (name of applicant) C:i -63 Administering Agency City of Tukwila. Approved x Denied within shorelines of statewide significance (RCW 90.58.030). The project will be located within an urban (environment) designation. The following master program provisions are applicable to this development SMP 4.1 -4.4, 4.5 & TMC 18.44.110 -115, 18.44.130(1)(C),(2)(D),(2)(E) (state the master program sections or page numbers) Development pursuant to this permit shall be undertaken pursuant to the follow- ing terms and conditions (see attached) This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the application 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 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 90.58.14O(5)(a)(b)(c). - ?-,2.1r v� 11$6 (date) Director, Plannin rtment 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 Approved Denied This conditional use /variance permit is approved /denied by the department pur- suant to chapter 90.58 RCW. Development shall be undertaken pursuant to the following additional terms and 'conditions: (date) (Signature of Authorized Department Official) Development Conditions for 85- 63 -SMP 1. Adherence to the mitigating measures detailed in EPIC- 306 -85, including: A. Preventing damage to the Joseph Foster tree through identification and construction of a temporary barrier around the tree. B. Maintaining access to the golf course parking lot and clubhouse during construction with a temporary access point south of the existing one. 2. Revise mini -park construction document to include adequate lighting to ensure the safety of park users per the approval of the Planning Department staff.* *Per the attached memo from Rebecca Fox dated February 13, 1986, Recommendation #2 has been satisfactorily addressed. City Of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1ZOd1 433 -1800 Gary L. Vanousen, Mayor TO: PROM: DATE: /wb Brad Collins Rebecca Fox ff February 13, 1986 SUBJECT: 85 -63 -SMP MEMORANDUM The light nearest to the mini park will be a 400 watt sodium vapor street lamp on a 40 foot pole. It will be located at the northwest corner of the mini -park. According to Mike Osmondson of William G. Teufel and Associates (project land- scape architects), the light will provide approximately 1 foot candle (fc) of illumination at a distance of 75 feet from the standard. This distance rep- resents the farthest edge of the mini -park; other closer -in locations will presumably receive more intensive light. Byron Sneva, Tukwila Public Works Director, calculated illumination of 5.2 fc directly below the luminaire.and 3.2 fc at the farthest corner of the mini -park. Either of these calculations appears to fall within the recommended 1/2 to 5 fc range for foot paths. Additionally, some supplemental spillover lighting will be provided at a later date from the parking lot addition which parallels the waterfront. Given the information, we feel that lighting currently planned is adequate to ensure the safety of park users. No plans revisions are required to provide on -site lighting per the Planning Commission staff report 85 -63 -SMP, Recommendation #2. I, Wendy Bull A F F I L .. V I T ❑ Notice of Public Hearing [I Notice of Public Meeting 0. Board of Adjustment Agenda Packet ❑ Board of Appeals Agenda Packet [� Planning Commission Agenda Packet ❑ Short Subdivision Agenda Packet ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit U.S Army Corps of Engineers Seattle District NPSEN -PL -RP P.O. Box C -3755 Seattle, WA 98124 Washington State Department of Fisheries 115 General Administration Building Olympia, WA 98504 Washington State Department of Ecology Environmental Review Section MS PV -11 Olympia, WA 98504 Name of Project Metro ETS: STorm Drains, mini park & parking lot. File NumberEPIC- 306 -85 OF DISTRIC.TiON hereby declare that: ❑ was mailed to each of the following addresses on Jaunuary Director KIng County Department of Planning & Community Development 811 Alaska Building 618 Second Avenue Seattle, WA 98104 Determination of Nonsignificance Mitigated Determination of Non - significance Determination of Significance and Scoping Notice Notice of Action Official Notice Other Other Byron G. Sneva City of Tukwila Director of Public Works Shirley Marraquin Metro MS 92 821 Second Avenue Seattle, WA 98104 8, 1986 , 19 . WAC 197 -11 -970 Description of Proposal parking lot. Proponent City of Tukwila MITIGATED ' DETERMINATION OF NONSIGNIFICANCE 106 car • 111 0 . 1 • Location of Proposal, including street address, if any 13500 Interurban Avenue NW* 14 - 23 - 4 on west bank of Duwanish River upstream from the 5Fth Avenue Bridge_ Lead Agency: City of Tukwila File No. EPIC- - 306 - 85 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. E1 There is no comment period for this DNS El This DNS is issued under 197 -11- 340(2). Comments must be submitted by Wednesday, January 22, 1986 . The lead agency will not act on this proposal for 15 days from the date below. This determination is issued subject to the following mitigation measures. Please see attached sheet. Responsible Official Brad Collins Position /Title Planning Director Phone 433 -1845 Address 6200 Southcenter Boulevard, Tukwila, WA 98188 Date 1- 7- g6 Signature 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. FM.DNS WILA 1 •1908 January 7, 1986 Mitigation Measures EPIC- 306 -85 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 433.1800 Gary L VanDusen, Mayor 1. Prevent any damage to Joseph Foster Tree through identification of and construction of temporary barrier around tree. 2. Maintain access to Golf Course parking lot and club house during construction with a temporary access point south of existing one. A. BACKGROUND ENVIRONMENTAL CHECKLIST 4. Date checklist prepared: December 1985 5. Agency requesting Checklist: City of Tukwila Control No. 0 5 Epic File No. au', Fee S100.00 Receipt No. Construct two (2) storm drain outfalls, 1. Name of proposed project, if applicable: in -nark parking lot_ 2. Name of applicant: City of Tukwila 3. Address and phone number of applicant and contact person: Byron G. Sneva, Director of Public Works 433 -1855 6. Proposed timing or schedule (including phasing, if applicable): April - Septemiber 1986 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. NO 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Shoreline Permit No. 85- 02 -SMP -METRO EFFLUENT TRANSFER SYSTEM Construction Documents ETS 3 -D 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. NONE 10. List any government approvals or permits that will be needed for your proposal. King county Flood Control Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Section E requires a complete description of the objectives and alternatives of your proposal and should not be summarized here. se.etnr. drabs nutfalls ACg replacements for old ineffective existin storm n drain eyeta.e conents rhichrgbeing relocated andjmporved at tfiTs b ale in Aw der_ta rnnttrur_t the ETS Pipeline and appurtenances described 1nShoreTi ne __ lermit No 8 Q b 5- 02 -SMP. Additionally. a parking lot and a min -park are te constructed to serve patrons of the City of Tukwila Golf Course. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applica- tions related to this checklist. _._13. .Interurban Avenue; N.W. 1/4 Sec• 14_23 -4 Kit�g�,oun on itv of Tukrial Municipal Golf Course Shoreline• 13. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? Yes - shoreline zone -3- TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other FLAT b. What is the steepest slope on the site (approximate percent slope)? 1% c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Silty Sand d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. NO e. Describe the purpose, type, and approximate quanti- ties of any filling or grading proposed. Indicate source of fill. NONE f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Slight chance at river bank excavation for g. outfall and during the landscaping_ About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? NONE (parking lot exists @ site along with existing street and sidewalk surfaces) 2. Air a . 3. Water a. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Riverbank will be pre nr M by euarry rock Rip_Rap in cnnforssnce with ICni g ounty F1 nntrnl t andards and wi h cm1eted landeraping_ air would result from automobile odors, construction and when If any, generally quantities if known. - 2 weeks construction What types of emissions to the the proposal (i.e., dust, industrial wood smoke) during the project is completed? describe and give approximate Construction equipment exhaust period. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. NONE Surface: c. Proposed measures to reduce or control emissions or other impacts to air, if any: Maintain construction site wetted to prevent dust. 1) Is there any surface water body on or in the immediate vicinity of the site (including year - round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Duwamish River approximately 9.2 miles up- stream from Puget Sound. Evaluation for Agency Use Only 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach . available plans. Yes construct store drain outfall on river bank - flood plan attached and landscaping Plan 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. NONE 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quan- tities, if known. NO 5) Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. Y.s - river bank 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. NO -6- Evaluation for Agency Use Only b. Ground: 1) Mill ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quan- tities, if known. NO 2) Describe waste materials that will be discharged into the ground from septic tanks or other sour- ces, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.) Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. I n • c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Storm water run -off from residential (85%) commerciaTINfr areas through existing built =up system consisting of on -site retention _� ails andstreet ca c was ninss - - houg ou - to DuiliTih R1 er to Puget Sound. Evaluation for Agency Use Only 2) Could waste materials enter ground or surface waters? If so, generally describe. Only those from storm run - off. NONE CFMr d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Catch basins in streets and parking iots„.retention systems in commercial and multiple dwelling develop- ments. 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: Zria aspen, other evergreen tree: fir, cedar, pine, other shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, . — skunk cabbage, other water plants: water lily, eelgrass, milfoil, other _ other types of vegetation b. What kind and amount of vegetation will be removed or altered? River bank brush /tree approxivatejr30' in width and 50' long. c. List threatened or endangered species known to be on or near the site. Evaluation for Agency Use Only d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: gala with native brush in the...tSck_R __ formal landscape planters. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: mammals: deer, bear, elk, beaver, other: fish: bass other: heron eagle herring, shellfish, b. List any threatened or endangered species known to be on or near the site. NONE c. Is the site part of a migration route? If so, explain. Salmon d. Proposed measures to preserve or enhance wildlife, if any: NONE - not disturbed __ ___ ___ - - -- other: Evaluation for Agency Use Only 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Various for manufactui.ing of a ea_ . quarry rnrfr - b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. mn c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: N/A 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Slit chance of fuel pr nil spina". from construction equipment. 1) Describe special emergency services that might be required. Soak blankets, floating boom 2) Proposed measures to reduce or control environ- mental health hazards, if any: Keep construction equipment far enough from river to prevent drainage. Evaluation for Agency Use Only b. Noise 1) What types of noise exist in the aret which may affect your project (for example: traffic, equipment, operation other)? NONE 2) What types and levels of noise would be created by or associated with the project on a short - term or a long -term basis (for example: traf- fic, construction, operation, other)? Indicate what hours noise would come from the site. Construction equipment 7:00 a.m. to 6:00 p.m. 3) Proposed measures to reduce or control noise impacts, if any: NONE 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Riverbank in out -of- bounds .nd open space area of municipal golf course. b. Has the site been used for agricultu e? If so, describe. NO c. Describe any structures on the site. Maintenance shed, clubhouse, residence tructurpc exist on the golf course property but of in tom_ construction area of the storm drain i roveuents. Evaluation for Agency Use Only d. Will any structures be demolished? If so, what? NO 9. e. What is the current zoning classification of the site? C -2 f. What is the current comprehensive plan designation of the site? Commercial _ If applicable, what is the current shoreline master program designation of the site? Golf Course h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Shoreline i . Approximately how many people would reside or work in the completed project? _ JQ _ � j. Approximately how many people would the completed project displace? ___NE k. Proposed measures to avoid or reduce displacement impacts, if any: N/A 1. Proposed measures to ensure the proposal is com- patible with existing and projected land uses and plans, if any: Riverbank and existing ground restoration to ex ssttiiig condition and improved landscaping with two seating benches. Evaluation for Agency Use Only ing • Approximately how many units would b provided, if any? Indicate whether high, middle, or low income housing? N/A Approximately how many units, if any would be eli- minated? Indicate whether high, middle, or low - income housing., NONE . Proposed measures to reduce or •ontrol housing impacts, if any: N/A :hetics What is the tallest height o structure(s), not including antenn.s; principal exterior building mater Belot •i • I. • • . - • , . riverb.n . as iron man o e cover any proposed what is the al(s) proposed? hpadwsll in and two seat benches. What views in the immediate vicinity would be altered or obstructed? Proposed measures to reduce or •ontrol aesthetic impacts, if any: Replant exposed r verbank and install formal landscaping with 4.1 coasting benches_ -13- 9. Hous a . b. c . 10. Aes a . b. c. Evaluation for Agency Use Only 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? 12. Recreation No IIE b. Could light or glare from the finished project be a safety hazard or interfere with views? NtR c. What existing off -site sources of light or glare may affect your proposal? NONE d. Proposed measures to reduce or control light and glare impacts, if any: WA a. What designed and informal recreational oppor- tunities are in the immediate vicinity? Golf course bicycle trail. River front mini park (viewing point with two seating benches)_ b. Would the proposed project displace any existing recreational uses? If so, describe. NO c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: NONE REQUJRED Evaluation for Agency Use Only Evaluation for Agency Use Only 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or pro- posed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. NOTE -15- b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. NONE c. Proposed measures to reduce or control impacts, if any: N/A 14. Transportation a. Identify public streets and highways serving the site, and describe proposed accss to the existing street system. Show on site plans, if any. Frog Int rurban Avenue over existing golf course parking lot. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes - 50 feet c. How many parking spaces would the completed project have? How many would the project eliminate? NONE, NONE , , • d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). NO e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. NO f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. NONE g. Proposed measures to reduce or control transpor- tation impacts, if any: N/A 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. NO b. Proposed measures to reduce or control direct impacts on public services, if any. N/A Evaluation for Agency Use Only 16. Utilities a. m u alit rentl av Table at the site: C. Signature The above answers my knowledge. I relying on them to Signature: Date Submitted: efuse service ep c Sys em, o b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. are true and complete to the best of erstand #iti�the lead agency is ke i ision. Evaluation for Agency Use Only �O BE COMPLETED BY APPLICANT E. SUPPLEMENTAL SHEET FOR ALL PROJEC PROPOSALS The objectives and the alternative mea objectives for a proposal will be helpf aforegoing items of the Environmental information provides a general overall proposed action in the context of the mation provided and the submitted plans tive information, studies, etc. 1. What are the objective(s) of the pro facilitate the removal of surface w Interurban Avenue South and adjacen the storm drain system and outfalls golf course frontage through improv and increasing parking stalls. ANO NON PROJECT s of reaching the 1 in reviewing the Checklist. This perspective of the nvironmental infor- documents, suppor- osal? To better ter run -off from areas by upgrading Enhance the 1andscaoino 2. What are the alternative means of accomplishing these objectives ? , Establishing increased apacity of the storm drain system may be accomplished by water retention ponds. Landscaping and increasing parking 'n a specific area . has no alternative means to achieve an objective i.e. Either you landscape or you do not. 3. Please compare the alternative me ns and indicate the preferred course of action: • tors Drains vs. Retention Ponds: Water run -off will eventually have to return to the river thprefnrp, an nutfall is nhvinusly rem iirpd fnr any alternative retent,,lon _ponds take up much more space and are a maintenance problem. It is therefore, preferred to use a direct route of ryn -off to the river, Evaluation for Agency Use Only 4. Does the proposal conflict with policies of the Tukwila Comprehensive Land Use Policy Plan? If so, what poli- cies of the Plan? NO Proposed measures to avoid or reduce the conflict(s) are: -23 Evaluation for Agency Use Only SCCTION I: GENCRAL. DATA TYPE OF APPLICATION: O ss 1 P I) PL 1 CANT : SECTION 11: PROJECT INFORMATION 4) PROJECT STATISTICS: C) SITE UTILIZATION: CITY OF TUKWILA _ Central 6350 Ce t Permit System MASTER LAND OIDOULDIAMINIT ARILS CAT I ON PENES PLEASE SRI TS L EM SLY A . TTPII ALL RSiS1ESTm 1 NPORMAT 1 ON- - 1 NCOUILETS APPL 1 CAT 1 OMB S 1 LL NOT INC ACCEPTED PCN P11OCai I11♦. O N P LA T O susoSv1sIoN O CONODUONAL OUNCLA$S. A) ACREAGE OF PROJECT SITE: NET ZONING DESIGNATION COMP. PLAN DESIGNATION BUILDING FOOTPRINT AREA LANDSCAPE AREA PAVING AREA TOTAL PARK I NG STALLS: -STANDARD SETS - COMPACT SIZE - HANDICAPPCD SIZE TOTAL LOADING SPACES AVER. SLAPS OF PARK I Na AREA AVER. SLOPE OF SITE (SECTION lilt APPLICANT'S AFFIDAVIT NA NA NA GpB PERMIT R O ' er O' O INTO AR IROAN 0 VAN 1 ANCU O CNd. OF OCOMM PLAN 310N 1 N� AM111NOl.ENT NAM City of Tukwila TELEPHONE ( 206 ) ai4- t W ADORES. 6200 Southcenter Blvd., Tukwila, Washingtoo ZIP 98188 2) PROP. owN : NAM! City of Tukwila TELEPHONE (206 ) 433 -1855 ADDRESS 6200 Southcenter Blvd., Tukwila, Washington z,P 98188 3) PROJECT LOCATION: (STREET ADORW, GEOGRAPHIC, LOT /SLACK) 13500 Interurban Avenue 1,1 1 : DESCRISE IRIEFLY THE PROJECT WU PROPOSE Along Duwamish River construct a new storm sewer outfall, modify a storm sewer outfall, construct a mini -park and approx. 106 car RAWY A4 glingoIBPWARAM South . April 1986 TO December 1986 WILL PROJECT SE DEVELOPED IN PHASES? OYES ®NO Ir YES. DESCRIBE: NA GROSS NA 8) FLOORS OF CONSTRUCTION: TOTAL.# FLOORS NA INCLUDES: TOTAL GROSS N4 INCLUDES: FLOOR'AREA EXISTING PROPOSED •) IS THIS SITE DESIGNATED FOR SPECIAL CONSIDERATION ON THE CITY'S M4O? OYES O No EASEMENTS NA o BASEMENT MEZZANINE BASEMENT OMEZZAN 1 NE • NOTES FOSTER GOLF COURSE FOSTER GOLF COURSE � G O _ o NA NA ENV 1RONMENTAL BASE 1) CITY OF TUKWILA Central Permit System MA$TR LAID ommumpuser A/I . 1 CAT ION Fa1�I GENERAL LOCATION OP PROPOSED wua1ECT: At 200' and 300' upstream from Foster Bridge (56th Avenue) on left bank of Duwamish River. •ITNIN N.W (1/e SEC.) OF SECTION 14 OF TOONEH1P N.. RANGE d •.M.. IN RKEILA. KIND COUNTY. •ADIINGTINI. 2) NAIL OF EATER ARIA MID /CM •ETLN S •1TN1N 114104 DEVELOPRINT 1S PROPOSED: Duwamish River Shoreline 3) CURRENT USE OF THE PROPERTY WITH Ex 1ST 1 NG IMPROVEMENTS: Golf Course Open Space 4) PROPOSED USE OF Parking lot along Interurban Avenue South for 106 cars, modify existing storm sewer outfall at 56th Avenue South. mini -park at 56th Ave. S. and new storm sewer outfall Northwest of 56th Avenue South. 3) TOTAL CONSTRUCTION COST AND FAIR MARKET VALUE OF PROPOSED PROJECT 1 NCLUD 1 MG ADDITIONAL DEVELOPMENTS CONTEMPLATED OUT NOT INCLUDED IN THIS APPLICATION: 530.000.00 4) CC, m ICT 1 ON DATES (MONTH AND YEAR) FQR WHICH THIS PERM 1 T IS REQUESTED: BEGIN April 1986 TO SE COMPLETED MY LOCAL OFFICIAL: 7) DESCRIPTION of THE EKISTIND SHORELINE: Unimproved riverbank in the out -of- bounds area of the Foster Golf Course. •) APPRODCI MATS LOCAT I ON AND NUMBER OF EXISTING AND POTENT I AL DWELLING UNITS THAT WILL HAVE A VIEW 011STRUCT1CD WY ANY PROPOSED STRUCTURE EXCEED 1 NG 33 FEET 1 N HEIGHT. NONE COMPLETE December 1986 23 Rebecca Fox City of Tukwila Planning Department 6200 Southcenter Blvd. Tukwila, Wa. 98188 King County Executive Departme of Public Works Donald J. LaBelle, Director February 20, 1986 RE: Substantial Development Permit for Two Storm Outfalls Upstream from Foster Bridge Thank you for the opportunity to comment on the above referenced proposal. The proposal is within the State Flood Control Zone boundaries of the Green River. .Therefore, a State Flood Control Zone (SFCZ) permit will be required for the future work. Applic- ations for a SFCZ permit may be obtained from the Surface Water Management Division. Room 976, King County Administration Building. If you have any questions please contact Douglas Chin of this office at 344 -2619. DGC: DMC: sd: Sincerely: Dave Clark, Manager River & Water Resource Section Surface Water Management Division cc: Doug Chinn, Engineer, River Water Resource Section 900 King County Administration Building 500 Fourth Avenue Seattle, Washington 98104 (206) 344-2517 FEB 24 1986 CITY OF TUKINILA PLANNING OEPT. U.S. Department of Transportation United States Coast Guard 4 NAVIGATION CLEARANCES Commander Thirteenth Coast Guard District M@IHWM FEB 24 1986 CITY OF TUKWILA PLANNING DEPT. PUBLIC NOTICE NO. 86 -N -09 915 Second Avenue Seattle, WA 98174-1667 Staff Symbol: (oan) phcme: (206) 442 -5864 16591 February 20, 1986 The Commander, Thirteenth Coast Guard District, has received an application from the City of Tukwila, 6200 Southcenter Boulevard, Tukwila, Washington 98188, requesting approval of the plans and location for a replacement bridge, across a navigable waterway of the United States. WATERWAY AND LOCATION Duwamish River, mile 10.4, at Tukwila, King County, Washington. PROJECT DESCRIPTION The City of Tukwila plans to replace the Foster Golf Links pedestrian /light vehicle bridge across the Duwamish River. The existing wooden suspension bridge is in a deteriorated condition and would be removed after completion of the new structure. The purpose of the project is to provide a new bridge capable of meeting the long -range needs of the Foster Golf Links. A similar bridge was proposed by the Municipality of Metropolitan Seattle (Metro) in 1985. It would have been used to build part of the Renton Effluent Transfer System. Metro no longer requires construction bridges and has withdrawn its application. Existing Proposed Vertical 16 feet* at mean 17.8 feet (min.) high water (MHW) at MHW Horizontal 119 feet* 119 feet * estimated ENVIRONMENTAL IMPACTS The Coast Guard is the lead federal agency for environmental processing. The new bridge would replace an existing structure at the same location and on essentially the same alignment. This type of work normally qualifies as a categorical exclusion for purposes of the National Environmental Policy Act. P/N 86 -N -09 We believe that the proposed project should be included in that classification. Environmental documentation is available for review in the Aids to Navigation Branch, Thirteenth Coast Guard District. Water quality certification is required and must be obtained from, or be waived by, the Washington Department of Ecology. We may consider certification to be waived 30 days after we issue this notice, unless the state requests additional time to consider water quality impacts. The bridge would be located within the designated coastal zone and the City of Tukwila has certified that the project would be consistent with the approved Washington coastal management program. A total of approximately 20 cubic yards of fill (riprap) would be placed below mean high water. An additional 300 cubic yards of material would be needed above mean high water for the bridge and approaches. The bridge would not result in a significant flood plain encroachment. The elevation of the underside of the structure over the main portion of the river ranges from +22.0 to +22.6; the 100 -year flood level is elevation +18.0. The project would not affect wetlands significantly and would have no effect on endangered or threatened species, or their critical habitat. The bridge would not take land from any publicly -owned park, wildlife /waterfowl refuge, or from any historic or archaeological site. The work would use land from a significant publicly -owned recreation area, the Foster Golf Links. Because the new bridge would be used solely for golf course access and maintenance purposes, the provisions of Section 4(f) of the Department of Transportation Act do not apply. COMMENTS Comments on the proposed bridge, including impacts on navigation and on the environment, should be in writing and should state the reasons for support of, or opposition to, the work. We don't plan to require pier protection or navigation lighting for the new bridge and we encourage comments on the.need,.if any, for ' these items. The comment period will end'on March 24, 1986. Mail you comments to: Commander, Thirteenth Coast Guard District, Aids to Navigation Branch, 915 Second Avenue, Seattle, Washington 98174 -1067. If you need additional information, please contact Mr. Wayne Lee or Mr. John Mikesell at (206) 442- 5864. T. M, 'W.T.TI.NG -- Iedrn ndei '-O. S. Coast Guard FChle•f,tlAi'c Oto Navigation Branch 1 By direction oft the District Commander 1: 5 ,, a;t; .., Encl: (1) Permit application drawing, 4i sheets (2) Public notice, Washington rDepa tment of Ecology z 0 cc W 2 W m 0 PUGET SOUND SEATTLE .+ s • SEATAC AIRPORT b TUK IL 0 1 2 RENTON AREA MAP SCALE OF MILES 4 PROPOSED BRIDGE 6 FOSTER GOLF BRIDGE DUWAMISH RIVER MILE 10.4 CITY OF TUKWILA KING COUNTY WASHINGTON FEBRUARY, 1986 CITY OF TUKWLA, WASHINGTON SHEET 1 OF 4 SEATAC AIRPORT VICINITY MAP SCALE OF MILES 0 1/4 1/2 1 TO TACOMA TO SEATTLE FOSTER GOLF comes 4 s • a PROPOSED BRIDGE RENTON FOSTER GOLF BRIDGE DUWAMISH RIVER MILE 10.4 CITY OF TUKWILA KING COUNTY WASHINGTON FEBRUARY, 1666 CITY OF TUKWILA, WASHINGTON SHEET 2 OF 4 FOSTER GOLF COURSE PROPOSED ACCESS o • oc, ROAD N / s \ � L._ \ .__-----,,..-------:---- \ L � EXISTING PEDESTRIAN BRIDGE 1 C....J .-- ~ ° 41‘‘, ROPOSED PERMANENT BRIDGE (RIVER MILE MAY 0 / o f 11 Ds I .../ / 1 1 ,) r (/ 4/(/ 0 0 • • • • 2 CONTOURS ON NGVD DATUM (TYP.) N ,s • LA TI FOSTER GOLF COURSE • . r. • SITE MAP SCALE OF FEET o 0 0 "3 0 . 03+ 1 ?i,si 0 50 100 200 FOSTER GOLF BRIDGE DUWAMISH RIVER MILE 10.4 CITY OF TUK W ILA KING COUNTY WASHINGTON FEBRUARY, 1986 CITY OF TUKWLA, WASHINGTON SHEET 3 OF 4 STRUCTURE: CONCRETE DECK ON PRECAST, PRESTRESSED CONCRETE GIRDERS AND CONCRETE PIERS 195' TOTAL EL.273 32' -6.0 TTOM 119 HORIZONTAL CLEARANCE L.290O EL. 29.6 ELEVATION 0 1d ZD 40' 60 DUWAMISH RIVER 6 32' 2' NEW RIP -RAP L.18.0 FORECAST) NOTE : 3- 2' DIA. FILL BELOW MNW IS APPROX. 300 CU. YD. L.27.3 LA B EXIST. — GRADE z SEE NOTE .1 Cf ci F: L MHW =4.2 ti 14 =0" 12 =0" EL. 29.6 SECTION PIER 0 2' 4' B 12' 5'DIA. PIER a DRILLED CAISSON RIVER BED NOTE: BRIpGE WILL CARRY WATERLINE AND A 2 CONDUIT FOR ELECTRICAL POWER FOSTER GOLF AGE DUWAMISH FEVER MLE 10.4 U 0 CITY OF TUKWILA KING COUNTY WASHINGTON FEBRUARY, 1996 CITY OF TUKWLA, WASHINGTON SHEET 4 OF 4 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mail Stop PV -11 • Olympia. Washington 98504 • (206) 753 -2800 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY • • Notice of Application for Water Quality Certification Notice is hereby given that a request is being filed with the Department of Ecology for certification, that a.proposed discharge resulting from the, project. described in the Coast Guard Pub lic.Notice No. 86-N-09 will comply.with the. applicable provisions of State and Federal Water Pollution Laws. Any person desiring to present views on the project pertaining to water, pollution may do so by providing written comments to the Department of Ecology, Inter- Agency Operations Section, Mail Stop PV -11, Olympia, Washington 98504. Please note, state regulation requires a: minimum of 20 days of public notice. The comment period will begin February 20, 1986 (date of publication) and run until final comments are received from reviewing state agencies and the local government(s). DEPARTMENT .1 TRANSPORTATION UNITED STATES. COAST .GUARD .. COMMANDER, 13M COAST SONO'1STRICT Imi) 016 BECONO AVENUE SEATTLE. WASNINOTON I$174-1NT OFFICIAL BUSINESS PENALTY FOR PRIVATE 1SE. 0100 POSTAGE AND FEES PAID;` U.S. COAST. GUARD OOT -514 City of Tukwila Planning Department 6200 Southcenter Boulevard .::. Tukwila, WA 98188 ......... :.• City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 433 -1800 Gary L VanDusen, Mayor NOTICE OF APPLICATION FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT PERMIT Notice is hereby given that the City of Tukwila has filed an application for a substantial development permit for the development of two storm outfalls, a mini -park, and a parking lot upstream from Foster Bridge and located just north of the Foster Golf Course and along Interurban Avenue South within NW * of Section 14 Township 23 Range 4, in Tukwila, Washington. Said development is proposed to be within Duwamish 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 Rebecca Fox, City of Tukwila Planning Department, 6200 Southcenter Blvd., Tukwila, WA 98188, in writing of his /her interest within thirty days of the final date of publication of this notice which is January 19, 1986. Written comments must be received by February 18, 1986. Published: Record Chronicle, January 12, 1986 and January 19, 1986 Distribution: Dept. of Ecology Metro Mayor Public Works City Clerk Planning Planning Commission Meeting Minutes February 6, 1986 Page 4 Ms. Bradshaw summarized the staff report, and read the January 18, 1986, letter from Richard Hall, Colonial II, concerning truck traffic in that area. Valeria Cavanagh, 15439 53rd Avenue South described the business and the necessity for the cooperative parking agreement. MR. COPLEN MOVED TO APPROVE DOMINO'S PIZZA, APPLICATION 85- 62 -SPE, SUBJECT TO THE FINDINGS AND CONCLUSIONS OF THE STAFF REPORT, WITH THE FOLLOWING CONDITIONS: 1. IT IS UNDERSTOOD THAT THIS COOPERATIVE PARKING EASEMENT IS APPROVED UNDER THIS APPLICATION UPON FINDING BY THE PLANNING COMMISSION THAT SUCH ACTION IS TAKEN IN THE PUBLIC INTEREST. THE COMMISSION RESERVES THE RIGHT TO REVIEW THIS COOPERATIVE PARKING EASEMENT ANNUALLY AND MAY REQUIRE CANCELLATION THEREOF OR MODIFICATION OF ITS TERMS UPON FINDINGS OF ADVERSE IMPACTS TO PUBLIC SAFETY OR HEALTH. 2. AN INTERNAL INFORMATION SIGN SHALL BE REQUIRED TO IDENTIFY THE PARKING _ LOT FOR DOMINO'S PIZZA PICK -UP CUSTOMERS. MR. SOWINSKI SECONDED THE MOTION. MR. ORRICO MOVED TO AMEND THE MOTION TO MODIFY CONDITION 1 TO REPLACE THE WORD "ANNUALLY" WITH "ANYTIME ". MR. MCKENNA SECONDED THE MOTION, WHICH PASSED UNANIMOUSLY. MAIN MOTION PASSED UNANIMOUSLY. C. M8541=SMP: F C tyTof:iTukiit, 'requesting approval of two storm out- falls and a mini -park upstream from Foster Bridge (56th Ave. S.) on the left bank of the Duwamish River. Ms. Bradshaw summarized the staff report, with corrections. Byron Sneva, City of Tukwila Public Works Director, described the proposed revisions. MR. KIRSOP MOVED TO APPROVE APPLICATION 85- 63 -SMP, AND ADOPT THE STAFF'S FINDINGS AND CONCLUSIONS, SUBJECT TO THE FOLLOWING CONDITIONS: 1. ADHERENCE TO THE MITIGATING MEASURES DETAILED IN EPIC - 306 -85, INCLUDING: A. PREVENTING DAMAGE TO THE JOSEPH FOSTER TREE THROUGH IDENTIFICATION AND CONSTRUCTION OF A TEMPORARY BARRIER AROUND THE TREE. B. MAINTENANCE ACCESS TO THE GOLF COURSE PARKING LOT AND CLUBHOUSE DURING CONSTRUCTION WITH A TEMPORARY ACCESS POINT SOUTH OF THE EXISTING ONE. Planning Commission Meeting Minutes February 6, 1986 Page 5 2. ADEQUATE LIGHTING TO ENSURE THE SAFETY OF PARK USERS PER THE APPROVAL OF THE PLANNING DEPARTMENT STAFF. MR. ORRICO SECONDED THE MOTION, WHICH PASSED UNANIMOUSLY. D. 86 -1 -DR: Lloyd Hartong, requesting approval of building eleva- tions and a landscape plan for 6412 S. 144th Street. Chairman Knudson excused himself from participating on this item due to his close proximity to the site, and left the room. Mr. Kirsop assumed the chair. Ms. Bradshaw summarized the staff report, and submitted two pictures, Exhibits D and E. MR. MCKENNA MOVED TO APPROVE APPLICATION 86 -1 -DR, LLOYD HARTONG, BASED ON THE FINDINGS AND CONCLUSIONS OF THE STAFF REPORT, WITH THE FOLLOWING CONDITION: 1. INCREASE THE LANDSCAPE MATERIALS ALONG THE FRONT FOUNDATION. MR. LARSON SECONDED THE MOTION, WHICH PASSED UNANIMOUSLY. Mr. Knudson resumed the chair. E. 86 -2 -SPE: Stress Management, requesting approval of a cooperative parking agreement at 5200 Southcenter Boulevard. Ms. Bradshaw summarized the staff report. MR.. LARSON MOVED TO APPROVE APPLICATION 86 -2 -SPE, STRESS MANAGEMENT, ACCEPTING STAFF'S FINDINGS AND CONCLUSIONS, WITH THE FOLLOWING CONDITION: 1. IT IS UNDERSTOOD THAT THIS COOPERATIVE PARKING AGREEMENT IS APPROVED UNDER THIS APPLICATION UPON FINDING BY THE PLANNING COMMISSION THAT SUCH ACTION IS TAKEN IN THE PUBLIC INTEREST. THE COMMISSION RESERVES THE RIGHT TO REVIEW THIS COOPERATIVE PARKING AGREEMENT ANYTIME AND MAY REQUIRE CANCELLATION THEREOF OR MODIFICATION OF ITS TERMS UPON FINDINGS OF ADVERSE IMPACTS TO PUBLIC SAFETY OR HEALTH. MR. ORRICO SECONDED THE MOTION, WHICH PASSED UNANIMOUSLY. Brad Collins, Planning Director, arrived at the meeting. OTHER BUSINESS MR. COPLEN MOVED TO ELECT MR. KNUDSON AS CHAIRMAN. MR. SOWINSKI SECONDED THE MOTION, WHICH PASSED UNANIMOUSLY. Dear Ms. Fox: Very truly yours, GMB:dww •. ENOCH (JAN 3 019;61 CITY OF TUKWILA PLANNING DEPT. Metro staff has reviewed the application and offers the following comments. Water quality Metro has designated the Green River and the Duwamish River as major waters of regional concern where the protection of water quality is a high priority. To protect the water quality in the area of the proposed outfalls, mini -park and parking lot both during and after construction, Metro recommends the proponent: o identify the wetland areas and runoff discharge points from the parking lot and mini -park and install erosion control measures such as siltation fences and straw bales to prevent increases in turbidity; and o prevent petrochemicals and other pollutants from entering surface waters. AGENDA ITEM CITY OF TUKWILA PLANNING DIVISION PLANNING COMMISSION STAFF REPORT 85 -63 -SMP: METRO ETS INTRODUCTION part of the conditions of the agreement between Metro and Tukwila regarding the ETS (Effluent Transfer System) project, Metro has agreed to: 1) Construct and landscape part of a parking lot expansion for the Foster Golf Links; 2) Develop a mini -park at the north end of the Golf Course parking lot; and 3) Construct a 36" storm drainage outfall. A fourth item, the upsizing of an 18" storm drainage out - fall to 30" is not part of the interlocal ETS agreement between Metro and Tukwila but is coordinated with the ETS project work. It will be constructed by Metro and paid for by Tukwila and is also included in the Shoreline Master Permit now under consideration. FINDINGS 1. On April 25, 1985, the Board of Architectural Review (BAR) approved the overall plans for the ETS project (85 -02 -SMP) but the above - mentioned project elements were not available for review at that time. 2. On October 22, 1985, the BAR approved the Foster Golf Links parking lot addi- tion and landscaping (85- 40 -DR) according to the Master Development Plan for the golf course. 3. The above - mentioned four project elements require a Shoreline Mangement Substantial Development Permit which includes BAR consideration per TMC 18.60.030(2)(A) and 18.60.060(2). A Shoreline Management Permit (85 -63 -SMP) is in process. 4. Guidelines for review by the BAR are contained in TMC 18.60.050 and TMC 18.60.060, including guidelines for the Interurban Special Review Area. Shoreline regulations are included in TMC 18.44.110. 5. Since 85 -63 -SMP is comprised of four distinct elements (Golf Course parking lot addition; mini -park; 36" storm drainage outfall; and, 18" to 30" storm drainage outfall upsize, each element will be discussed in turn using the applicable review criteria. 85- 63 -SMP: METRO ETS Tukwila Planning Commission January 23, 1986 Page 2 B. MINI PARK A. FOSTER GOLF LINKS PARKING LOT ADDITION A3. No further BAR review is required for this project element. FINDINGS Al. The Foster Golf Course parking lot addition is included in Exhibit B, #14 o the recorded agreement between Tukwila and Metro to mitigate the impacts o the ETS pipeline across the golf course. A2. The parking lot addition was reviewed and approved by the BAR in October, 1985, per the Foster Golf Course Master Plan. CONCLUSIONS Al. Per mitigation measures specified in EPIC - 306 -85, access to the golf course parking lot and clubhouse shall be maintained during construction with a to - porary access point south of the existing one. A2. Per mitigation measures specified in EPIC - 306 -85, damage to the Joseph Fost -r Tree shall be prevented through proper identification and construction of a temporary barrier around the tree. FINDINGS B1. The mini -park is included in Exhibit B, #15 of the recorded agreement between Metro and Tukwila to mitigate the impacts of the ETS pipeline across the go f course. B2. The mini -park contains no structure. B3. The mini -park is located at 56th Avenue South at the northern edge of t planned golf course parking lot improvements. B4. The mini -park is approximately 150 square feet in area and includes tree shrubbery, groundcover, two wooden benches and a gravel pathway. B5. The park contains two prefab wooden benches. No further information is give B6. No lighting is proposed for the park proper. The nearest lighting is a 40 0 watt sodium vapor lamp at the entrance to the new Foster Bridge. B7. The mini -park is part of Tukwila's overall Parks and Open Space Plan. 85- 63 -SMP: METRO ETS '' Tukwila Planning Commission January 23, 1986 Page 3 CONCLUSIONS B1. TMC 18.60.050 (1), (2), and (4) are not applicable. 82. The landscape plan appears to take into consideration the area's flat topography and proximity to the river to emphasize the view of the water. B3. The flat grade of the gravel pathway will promote safety and should provide an inviting, stable appearance. B4. Since lighting is included in the park plans, it is not clear whether light from nearby sources, such as the Foster Bridge, will be adequate to ensure the safety of park users. This item requires further review to determine if existing lighting is adequate and what, if any, measures need to be taken. Final plans should indicate how lighting will be provided to ensure the safety of park users, either from lighting placed within the park or from adjacent areas (i.e. bridge or parking lot). B5. Almost any standard wooden bench would be appropriate to the mini -park. B6. The proposed mini -park is sensitive to the Green River which is the area's primary natural amenity per TMC 18.60.060(4)(A), Guidelines for Interurban Special Review District. B7. The proposed mini -park is part of an expanded, improved Foster Golf Links recreational area and parking lot. B8. The proposed mini -park has a safe, convenient pathway for viewing the Green River, and accessing the golf course parking lot. B9. The proposed mini -park is compatible with the neighboring golf course, its parking area, and the nearby river per TMC 18.60.060(4)(D). B10.The mini -park development is one of the mitigating measures required of Metro to lessen the impact of constructing the ETS pipeline through the Foster Golf Course and along Interurban Avenue per TMC 18.60.060(4)(E). B11.A maple tree of historical significance is located outside the mini- park's boundaries, but will be protected in the overall redevelopment of the Foster Golf Links per TMC 18.60.060(4)(F). '1'4•T ^r:ii "'. 85-63-SMP: METRO ETS Tukwila Planning Commission January 23, 1986 Page 4 C. 36 "STORM DRAINAGE OUTFALL AND UPSIZE OF PROPOSED STORM DRAINAGE OUTFALL FROM 18" TO 30" FINDINGS C1. The 36" storm drain outfall is included in Exhibit B, #15 of the r:corded agreement between Metro and Tukwila to mitigate the impacts of the ET pipe- line across the golf course. It is located at 56th Avenue South. (TMC 18.60.050(1)(A) -(C): Relationship of structure to site.) C2. The upgrade from 18" to 30" is part of Tukwila's overall plan to improve its storm drain system in conjunction with the ETS construction. It is nit part of the ETS- related agreement between Tukwila and Metro. (TMC 18.60.050(1)(A) -(C): Relationship of structure to site). C3. Both storm drain outfalls are similar in function, design and size. Construction documents for the 36" and 30" outfall show rock rip rap at the site of the actual outfall. (TMC 18.60.050(1)(A) -(C): Relationship o struc- ture to site). C4. There is no structure planned. The outfalls consist of concrete pipe .nd rock rip rap. The storm drain outfalls do not strictly fall within the co text of these design review criteria as they contain no structure. 'er TMC 18.60.050(2)(B), which requires "Appropriate landscape transition to adjoining properties should be provided," the SEPA checklist section 4.d "Plants " indi- cates that "the area will be replanted with native brush in the rock r p rap." (TMC 18.60.050(2): Relationship of structure and site to adjoining ar°a). The submitted plans do indicate restoration of existing vegetation in the icinity of the rip rap. Rip rap is shown for both the outfalls. C5. The proposal includes no buildings but does include construction df storm drainage outfalls with rip rap stabilization indicated for the 36" out all. C6. Buildings are not part of this proposal. (TMC 18.60.040(4): Building Design). C7. The storm drain outfalls provide drainage for storm water run -off from resi- dential and commercial areas through the existing system which consisds of on- site retention installations and street catch basins. Storm wa er runs through the outfall into the Green River. Lighting or other structures are not proposed. C8. The proposed outfalls are appropriate in design to the shorelin:. (TMC 18.60.060(4)(A): Interurban Special Review Guidelines). 85- 63 -SMP: METRO ETS Tukwila Planning Commission January 23, 1986 Page 5 C9. The proposed outfalls do not impact the golf course or shoreline recreational uses. (TMC 18.60.060(4)(B): Interurban Special Review Guidelines). C1O.Pedestrian circulation does not currently occur to any degree in the outfall area, no is such circulation contemplated. (TMC 18.60.060(4)(C): Interurban Special Review Guidelines) C11.The outfalls are a necessary part of the ETS project and Tukwila's plans to upgrade its storm drainage system. (TMC 18.60.060(4)(D): Interurban Special Review Guidelines) C12.The 36" outfall has rip rap on the plans. The 30" outfall has no such rip rap planned. The SEPA checklist (p. 9, #4.d) indicates the rip rap area will be replanted with native brush and formal landscape planters. This does not appear on the plans. (TMC 18.60.060(4)(E): Interurban Special Review Guidelines) C13.SEPA checklist (EPIC- 306 -85) is conditioned on preventing damage to the Joseph Foster tree through identification and construction of a temporary barrier around the tree. (TMC 18.60.060(4)(F): Interurban Special Review Guidelines) CONCLUSIONS C1. Storm drain outfalls are not normally considered structures. The outfalls are, however, of adequate scale in relationship to the site to provide minimal disruption to the river environment. The proposed 30" outfall should have rip rap to prevent erosion and unnecessary drainage into the Green River. (TMC 18.60.050(2): Relationship of structure and site to adjoining area). C2. Plans showing rip rap at both outfalls and restoration of vegetation to the vicinity are adequate. (TMC 18.60.050(2): Relationship of structure and site to adjoining area.) C3. Per TMC 18.60.050(3)(A) and (C), the existing topographical features remain undisturbed. Rip rap stabilization is appropriate to the site and should be utilized for both the 36" and 30" outfalls. Specific plans should show methods to protect and stabilize any exposed soils and river bank through vegetation. (TMC 18.60.050(3): Landscape and site treatment). C4. Outfall pipes and rip rap riverbank treatment is difficult, if not impossible, to screen with landscaping or other measures designed to screen the area fro the view of properties across the river. Revegetation of the construction area including the rock rip rap will eventually provide ground cover to disguise adequately the outfall itself and provide further protection to the riverbank. (TMC 18.60.040(4): Building Design). C5. The concrete pipe and rock rip rap materials of the outfall seem to be appropriate and in harmony with their function and the surrounding shoreline. (TMC 18.60.050(5): Miscellaneous structures and street furniture). 85- 63 -SMP: METRO ETS Tukwila Planning Commission January 23, 1986 Page 6 ... .•.. C6. The outfalls generally comply with the review guidelines for the Interurban Special Review Area. (TMC 18.60.060(4)). C7. The proposed outfalls comply with all the shoreline regulations. (TMC 18.44.110: Shoreline regulation). RECOMMENDATIONS Based on the above, the Planning Department recommends approval of the proposal subject to the following conditions: 1. Adherence to the mitigating measures detailed in EPIC - 306 -85, including: A. Preventing damage to the Joseph Foster tree through identification and construction of a temporary barrier around the tree. B. Maintaining access to the golf course parking lot and clubhouse during construction with a temporary access point south of the existing one. 2. Revise mini -park construction document to include adequate lighting to ensure the safety of park users per the approval of the Planning Department staff. EXHIBITS A - Foster Golf Course Parking Lot Addition B - Mini -Park Site Plan C - New 36" and upsize 18" to 30" storm drain outfalls site plan D - Site plan (METRO,2) (5A.3) ../ ijt\ 10 .4)174". # '411* ; "q" ' „. . ., • ' 411N Ntli\'' 400 %M' Notv 71 4 4W 4 L. ■'! Ir.. ,.■ . N. • --, .1/ I-•- ( / 1 i / / , , . , • 1 , / ■•■•■•■ or. • • "Vr ••• I 1 I — OAMar/..--, / /.7...... 1 ( I k 5 • ..5 .1,A; ...“.•••••••11 • 4.....••••••••••• • m.o./. dram. ••••••■■•••••• • •ao • aamemma r x ( T1 to •• •I•IO■ ST rt• WILLIAM G. TEUFEL 4 A550GATr.a IANP6GLPE 6oLr COOIS5e M LTECre LILA l , WA7NN1■DN ALL WORK IN5■0G OF MATGN Uf1Eo TD re- COMPL2TEP UNDEIC env *r.44EDLIL6 2� ITEM 2.0',. 2 11UeTINr. 10 C003I1.tX5 PLANT K . cOrTWAST ..o W7F 16 ET5 - 3D 70 St u ♦This drawing reduced approx. half Sire 4P METRO NNniNr6'Ity of MNreMNitUl S•nttr. RENTON EFFLUENT TRANSFER SYSTEM LAND5cAPC PLAN AT RIVER OUTLOOK PARK WETLANDS TO 52 ND AVE. SOUTH ORS WO 4A wn 39 0 NIA .•AT 5O s 55 r.IYNnrr ttiv66wor CAL /CeftwAN NAve Olza, Cw4PITnt l q geL4NORK9 L IV F.'ieAroliUi+. wranawn I Godigoo. rue. 26 IDI we , 2 e IL• NT., I! M 6µLsem wanAPPCD ^ .\ 1 ,.'" 6 OogMJ Alin-mu-II PAOIPtG RYr•OOD 2612 ISAtLet"A OUfWrtD S OF i&ev ( 47N..7 , - ', t - r + � ; 29 grLUODeriDFON 'PINK re^ft= t HT. a.4-W 4 OLI LAPfIO OR tplTWNLII 2I RSODCOCSIPISOr4 'MTHiR WAr2KeR 21' HT. Mu•EOsk 611aAPPtO 0R ta+TAWt lL f" : ". 05 PRUatis � !WPQ:e N ' - t r( eNl DTI I mi 4MrCa 0R N o7N'f►JNER - 6 �aILTk�V. � NeLaoN f'tAMT owLLaJ GAMTAIN PLANT a Yo• ea CASS IC,TRUN(AINVC WOGING Ili 79 VINOA MINOK/�P0��41 4" MT% MALI 1RlANiU JNG x ( T1 to •• •I•IO■ ST rt• WILLIAM G. TEUFEL 4 A550GATr.a IANP6GLPE 6oLr COOIS5e M LTECre LILA l , WA7NN1■DN ALL WORK IN5■0G OF MATGN Uf1Eo TD re- COMPL2TEP UNDEIC env *r.44EDLIL6 2� ITEM 2.0',. 2 11UeTINr. 10 C003I1.tX5 PLANT K . cOrTWAST ..o W7F 16 ET5 - 3D 70 St u ♦This drawing reduced approx. half Sire 4P METRO NNniNr6'Ity of MNreMNitUl S•nttr. RENTON EFFLUENT TRANSFER SYSTEM LAND5cAPC PLAN AT RIVER OUTLOOK PARK WETLANDS TO 52 ND AVE. SOUTH ORS WO 4A wn 39 0 NIA .•AT 5O s 55 20 10; kt "Mr,II'/i �'✓"-. S• - r` �.` Dv ' /,. 4y t SU47 GRATE EL. 23 52- INSTALL NEW CO CONFORMING TO WSDOT STANDARD PLAN 8 W/ REINFORCED CONCRETE APRON SEE DETAIL � ---' S RIP RAP, SEE DWG 363 -1, Py 4 MH -1 . STA.U•4783 4 , c}�J, N .79,21381 I N ? q. n L+ a' E 1,645,910 00 i ' OO• R , :4+v�OP /�. ! fi `' 36r;_ a \� � '?.. .SUMCT TO EXISTCV88_ 74 1 4a I I , INSTALL NEW C13 e ' 325 , bEEE DWG 363 a , N j n 1 - n ' 40 VC O.2O E•0.20� "'n In OI7 30 •t., ri In_CN r.N n(MINInty LSO u 7 - } •0237. 31 +00 -TOG 23 94 E • O.IP a 32 +00 BEGIN CONCRETE ENCASEMENT STA O•00 N 179,26164 E 1,545,910JO CVRF1 _!u+P..GVTTER APPPrX t rr.Anc'N OF TUKWILA'S GASOLINE PUMP AND STORAGE TANK. PROTECT FROM DAMAGE. MH-2 STA.3 *142B 91 /CO E 1,616,02100 .^ S Stt It MIL /- x 96" PCCP FORCE MAIN ' � - 6 ,3 12 , " PLAN DWG. 364 N48•14'OTYW / CONTRACT ETS tNJ.C) +_ , Ir9 1470' CB 17 TU6T 1FSN.HJ1t I io - -� INgw 4UR8 AND BUTTER SEE DWG. 363 8 364 NErRO I. 445 MIC. Ili 179,044 3r E I546:TTB 22 • - GR n N N W 33 +00 TE EL.2465 Q' Ii+CP -D 0 r � INV 15.11 CONNECT TO EXIST I13 DRAIN WEST INV 1415 NEW 30 r E1645,98389 0 lI0TE: UTILITY LOCA(IONS ARE BEGIN DRIVEWAY TRANSITION - CLUB HOUSE PARKING AREA STA 34 •54.40 SEE DWG. 363. NORTH SEE DWG 363 12'RCP 3 ce. - e F s SEE DWG _ 363 362 /T4 3 - 78K=68+74.22 AH N 178,92055 E tIWG_361 "�' 0 RCP- D,CLAS53 -120 T 16'O \.C.B. - 9 SEE DWG. 363 T z cc • NEENAH 5050 -CF 36 I 100' VC_ Y Q _._ - . _ - WITH VERTIC.L CLOSURE_ 1 _ • E "0.16 O FLAP GATE OREQ,IAL.ISHOWN aW IN OPEN POSITION? O o VIN li w 34 +00 _ I -1.06% 1 1 1 36'CMP 7 .- DEiTAIL -(16o NTS 35 +00 RIM ADJUST TO EG. OF 6 EWAY -j- • - ?-`36`8, cLA55 • j !\lH -1 STA.0 +47.83 • 7NSTALttUNC'6NAIJet D - tow - GATt! TO OPEN a CLOSE FREELY. INSTALL GAI,V. METAL CLIP IN Mk WALL TO ALLOW. FLAP GATE TO BE SECURED III A : . VERTICALLY: OPEN FoSmoM. 72 "PRECA MANHOLE WITH CAST ON BASE ,TOP S AB AND 4C.CENTRI C - CONE- CONFORMlNG -TO WSDOT STANDARD P�.AN B -3.1 6 7/8' TS I ... ' I COUPLING ADA TER L 36"RCP_CLAS 4 BE VERIFIED 14168 TO CONSTRUCTION FS W ORK WITHIN THIS AREA TO BE COMPLE T f r D UNDER BID _ . GHEDI;LE 2, ITEM 2.02. ' • CLASS 3 -,_ CLASS 4 - _ -___ .4i LASS - VERTICAL TRti NCH Ct AS5 _:_EEtvMN6 T1 SUBSEQUENT BAEKFILL CLASS BI I 1 CLASS Q !moo IN¢ _ • N /-RIM"EL T:titiY -.' 3"1-CONFINE[) TRENCH . - _' 1 ACJUSTi TO IR;. i I-. z M RI. EL 24 2 C \ \ W W \ 72 MANHOLE WITH ECCENTRIC CONE CONFORMING TO STANDARD PLAN Bi3 -WISH - -- ►nc 4 I FG 15'8! - - -, i W U a,° u•v z a pp ' W 81 m I I ' SEE DWG.3G TOP SLAB I 13' TEE TO C. 3 LT JiRECAST MANHOLE ITH ECCENTRIC CONE iT 4ONFORMIMG TO APPLICABLE PORTIONS OF WSOOT, STANDARD PLAN B .TYPICAL FOR MH�2 E THROUGH MH I RIP - RAP. SEE DWG 363- ♦This drawing reduced approx. half size 4= z a O O t e 0 •E.I•,•• S t dt. URS ENGINE Engineering and iro.nsnttl Smith*, Washington ST.i.I•. AICII,I•CI• Engin•.Is .r..,,r . K ...r... • • . � . r. H ORIZI.30 1 VERT. 1'•5' CONTYCT MOM W/F 16 -85 ET'S -3D 4* METIRO Municipality of Metropolitan Seattle RENTON EFFLUENT TRANSFER SYSTEM INTERURBAN ROADSIDE IMPROVEMENTS WETLANDS TO 52ND AVENUE SOUTH " JAN 1966 MIS P SI =wen new AA P air 20 : 10 t s5a0 - T - T ,1 ✓I + N V. I 5/ 36 "RCP -D-1 _717 � i}. INV - -' eOr 9.57t1et TO c.al) 17125- /- ._..WY�2D. - 1- INV.7.66 I I ( I INSTALL C WIT H I2 * 6• .Dj+.J hISL =O 3 +00 2 +00 1 +00 0 +00 I I f I 20 I0 � .6} �..J "'A?: �. t aL Kd7 '12 1.1., t7,1 $f:.:9 v 'Y.. .-w� ' .1. .,,..:A- u'.'�i.R - - • . T: -4 to =t - :stl"Y1 ..,> �.. ... �i..' • - 1 INTERURBAN AVE. S. 4121;•-v IR, i, L - © NV 766 -' METRO • 2737_ CUNC NON - N •NI Y•b IS E ,,64o,6C S Al 7 MH - 3 STA 68.74 22 A H• STA. 3 +8000 BK F 1.645.9 09 MH-2 DwG 361) ate• J { - - - -f _ --- .r ,T • b N 43.41' 15' w \ RE1ILVE 3 EXIST. 8 "DRAINS ", 1 _ EDGE OF EXCAVATION AND 550.00' /- _ . 45000' ° __1_ PROVIDE CONC. PLUG IN EY,19T. _ - - -- - - - -- o- - ( <? —�T1Qry F EXIST C.B. (ILJQ _ CA r ASP CT ON WITH II .IZ'u =a - r- — - ''-%:� -- INSTALL CATCH BASINS. MEW CB SE _ .. .._ _ ��' �, REDUCING SL T O H MH 3 -t/S e - - - �\ F �, ; v NG SLA Ott 10 EXIST I" .76 S TA. b4 +00 ` � . OTE: FACE OF CONC CURB LOCATED 5':60' AND 2 "PVC s C e CONDUIT LOCATED 0.I0' FROM i STORM DRAIN. - ' $ � 373� SEE DWG.362 NOT SHOWN FOR CLARITY. rl wee. cc A a LLA5:.3" _ -. . O FF — M URS ENGINE aar Enginirg and mironmsntal is Seattle, Washington S■•t•m. *IChht•cl• Enpin••r• f I Intapamd, P S (C' W Ap•a l.Y PLM Oat•l0 R HO; 12 I ": 50' VERT I " =5' m.t•.CI •I•It. W/F 16 ETS - 3D 0 METRO Municipollty of MaopoWan 5,0111. RENTON EFFLUENT TRANSFER SYSTEM INTERURBAN ROADSIDE IMPROVEMENTS WETLANDS TO 52ND AVENUE SOUTH rn ,IAN 1960 'Kt 361 .an 21 a. 0.MSL 69 +00 VERT. TRENCH CLASS R BEDDING i 3 N Q 0 c o 2 o '- (34 = _ O Wf In r1 ON M f N, 1 2 INV 776 965% z f GRATE EL2192 2 68 +00 67 +00 5• 0 0015 +0 965 % 0 a� _ F•15T 12 CMP -D-' 3C' RCP -D TRANSITION COUPLING 'ADAPTER INV 1677 ---� ••, 12 NRCP -D INV 1344 J 66 +30 65 +00 REMOVE EXIST. C.B. AND CONNECT NEW I2'NRCP TO EXIST 12 WITH TRANSITION ADAPTER. SEE DWG. 362 CURB AND GUTTER CONNECT MANHOLE TO NEW C.B. WITH IB RCP. CE96 "PCCP FORCE MAIN / SEE DWG 346 TR.OF E +FY@TO- ADJUST MANHOLE TO GRADE-? / / CTR OF PLANTING MH • 5 STRIP. SEE NOTE STA.58+75 53 200' VC. E•012 N w NOTE INV 8.54 UTILITY LOCATIONS ARE APPROXIMATE LOCATION OF UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION REMOVE TWO EXIST LIGHT STANDARDS REPLACEMENT NOT REQUIRED. WORK TO BE COMPLETED UNDER BID SCHEDULE 2, ITEM 2.05 7 - \ +0 A I- GROUND ELEV ABOVE STORM DRAIN co co ID E NV. 17.65 N , - "INV.14.1+ l . .. . -. .._ 36 " RCP- D — , 64 +00 63 +00 62 +00 S • 0.0015 CONNECT EXIST. 18 TO MANHOLE N 43' 41' 15'W • SEMI - CONFINED TRENCH CLASS E BEDDNG SUB$EQUEPT FACKFILL CL..:,a 61 CURD WITH GOTTEN DRAIN / 61 +00 ` TOP OF CURB INVERT OF GUTTER DRAIN 60 +00 18" INV. 9.7 - -J INV 9.37 NOTE' FOR MAIN MAINTENACE BUILDING FILL, DRAINAGE AND ACCESS SEE DWG 359 REMOVE EXIST POLE AND AERIAL MH J7 SIGN, REPLACEMENT NOT REQO. 5138'33'10 "W �SEE 35 WORK TO BE COMPLETED UNDER 112.44' \ �� BID SCHEDULE 2,ITEM2.05— 18" RCP-D �.. �\ SEE DWG.362 TRC4914 CQNC. MON 17 ITB4O00 43 - - - e N 43' 4T' I5" 256 07 59 +00 72 INV 1615 GUTTER DRAIN INV 987 59+00 +0144% MH -6 ■ STA 56 +19.461' N I 78J�72U // E 1,646,85058 30' NCP - L 5-00015 57 +00 12 r _ - AERIAL n • TURN SIGNAL i k >r 4P15'W _ METRO *9 E 1 645,94 3016 TEE + 'I ►This drawing reduced approx. half size RR 30" MAIN 55 7 N 177966 26 ' E 1,646,695 El Ei,E4 ♦: -- BEGIN CONC.CURB W /GLITTER ORAN STA. 55 +59.79 - -�— K -' -- DRIVEWAY a cr m SEE DWG 0 W I I R 0 cr p In IN V. 17.00 �n Q INSTALL COVER TQMATCHFG.1S06= d a ( a N 1 '4N I lm r roc 1826 E '20. ff t L — �i ' STA. 55+59.79 , . INV. 16,17 I - 4. WITH6- r - ._ f STUB. SEE DWG 359 / ' I i j — 30i16'TEE L�1 : - lNV.IO'.5 ` \\ 1 1 IAV.II IS ^ INSTALL 303,18" TEE UI,Wr - .- - E-INV K) 95 - AND CONNE TI1 ANO • DE I -.B AT INV :8.7A • PRO VID E IS' - PEIN A z PI PE. FIt TINGS OUPL THE I.. CLSS LY I MS TE C+�J GS ro COM - .� 4mETRD , Municipality of Metropolitan Seattle Exchange Bldg. • 821 Second Ave., Seattle, Washington 98104 January 23, 1986 Brad Collins, Planning Director 6200 Southcenter Boulevard Tukwila, Washington 98188 Determination of Non - Significance (Mitigated) 306 -85: City of Tukwila Dear Mr. Collins: GMB:plw Thank you for the opportunity to comment and review. Very truly yours, v /� 4//tittek (/LV re M. Bush, Manager Environmental Planning Division Metro staff has reviewed this proposal and anticipates no significant adverse impacts to wastewater facilities. ZENOW1113 JAN 27 1986 CITY OF TUKW$ A PLANNING DEPT. Mr. Brad Collins Planning Director City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Dear Mr. Collins: King County Executive Randy Revelle Department of Planning and Community Development Holly Miller, Director January 22, 1985 RE: Two Storm Drain Outfalls and Parking Lot MDNS, S126 ���rOn�o JAN 23 1986 CITY OF U 11yILA PLANNING DEPT. The Department of Planning and Community Development has reviewed the MDNS. Without project plans or drawings, it was difficult to address specific comments toward the project. We appreciate the opportunity, however, to make the following general comments. Direct Discharge The project as proposed would utilize storm drains rather than retention ponds. Because they offer better storm water and pollution control, retention ponds should be considered as an alternative. Pollution Control Water pollutants from the proposed parking lots along with other upland impervious areas could runoff to the Duwamish River. Yet this MDNS fails to discuss adequate water pollutant controls. Oil and water separators and the use of natural vegetation should both be evaluated to control pollution from surface water runoff. If you have any questions, please call Tim Krause at 344 -7503. Sincerely, Ia'/ HM:mg24 xna,„ HOLL MILLER Director cc: Steve Miller, Deputy Director, Department of Planning and Community Development ATTN: Tim Krause, SEPA Coordinator Bryan Glynn, Manager, Building and Land Development Division ATTN: Ralph Colby, Supervisor, Plan Implementation Section Harold Robertson, Manager, Planning Division ATTN: Bill Jolly, Chief, Resource Planning Section 811 Alaska Building 618 Second Avenue Seattle, Washington 98104. (206) 344.7503 REPLY TO ATTENTION OF Planning Branch Brad Collins, Director Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, Washington 98188 Dear Mr. Collins: JAN 2 1 1986 Sincerely, DEPARTMENT OF THE ARMY SEATTLE DISTRICT. CORPS OF ENGINEERS P.O. BOX C -3755 SEATTLE, WASHINGTON 98124-2255 We have reviewed the determination of nonsignificance for the proposed construction at 13500 Interurban Avenue, Tukwila, Washington, with respect to the U.S. Army Corps of Engineers' areas of special expertise and jurisdiction by law as designated by the President's Council on Environmental Quality on December 21, 1984. The Duwamish River is a navigable water of the United States and subject to the Corps of Engineers regulatory authority under Section 404 of the Clean Water Act and Section 10 of the Rivers and Harbors Act of March 3, 1899. For information about specific permit requirements, please contact the Seattle District Regulatory Functions Branch at the above address or by telephone, (206) 764 -3495. Thank you for the opportunity to review the determination of nonsignificance. GEORGE W. PLOUDRE, RE. Asst. Chief, Engineering Division ... .. STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mail Stop PV-11 • Olympia, Washington 98504 -8711 • (206) 459 -6000 January 17, 1986 • GC MCEOdED JAN 211986 CITY Of TUKWILA PLANNING DEPT. Thank you for the opportunity to comment on the determination of nonsignificance for the development of a mini park and a 106 car parking lot at 13500 Interurban Avenue. We reviewed the environmental checklist and have the following comments. The proposed project must comply with the goals and standards of the local shoreline master program. If any work is done in the water, a short -term exception to the water quality standards may be required from the Department of Ecology. Information on this requirement is available from the Southwest Regional Office, 7272 Cleanwater Lane, Olympia, WA 98504 (telephone 753- 2353). If you have any questions, please call Ms. Linda Rankin of the Shorelands Division at (206) 459 -6763. Sincerely, Barbara J. Ritchie Environmental Review Section WILLIAM R. WILKERSON Director Dear Mr. Collins: JLR:mr cc: Game Mr. Brad Collins City of Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, Washington 98188 STATE OF WASHINGTON DEPARTMENT OF FISHERIES 115 General Administration Building • Olympia. Washington 98504 • (?(X)) 753-6600 • (SCAN) 234 -6600 January 16, 1986 Mitigated Determination of Non - Significance for Storm Drain Outfall and Mini -Park, Green River - Duwamish River, Fisheries Control Number 00251, WRIA B- 09.0001 One of the major impacts to rivers and streams in urban areas is the intro- duction of pollutants such as oils, heavy metals, phosphates, etc. These pollutants enter the rivers and streams through storm runoff systems. Most runoff systems are designed using underground pipe leading to either under- ground detenion vaults or detention ponds designed to prevent downstream flooding. Unfortunately, even with oil /water separators, these systems concentrate pollutants then discharge them to the receiving waters. Therefore, it is necessary to provide some means, in addition to the standard oil /water separator, to remove the pollutants typical of urban runoff. This can be accomplished by designing shallow grass -lined swales leading to open detention ponds. The detention pond must be large enough to allow the establishment of vegetation within it that will create a bio- filter. We also wish to emphasize that a Hydraulic Project Approval will be required prior to the start of work on the banks of the Green River. Thank you for the the opportunity to review this proposal. If you have any questions concerning our comments, please contact me at (206) 753 -2980. Sincerely, Joseph L. Robel, Habitat Manager Habitat Management Division 3 JAN 211986 CITY OF TUKWNA ANNING DEPT. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 433 -1800 Gary L VanDusan, Mayor CITY OF TUKWILA NOTICE OF PUBLIC HEARING AND MEETING OF THE TUKWILA PLANNING COMMISSION NOTICE IS HEREBY GIVEN that the Tukwila Planning Commission has fixed the 23rd day of January, 1986, at 8:00 p.m., in the City Council Chambers of Tukwila City Hall, 6200 Southcenter Boulevard, Tukwila, Washington, as the time and place for: Public Hearing 85 -49 -CUP: W. Lee Singleton, requesting approval of a truck terminal located at approximately S. 134th Street and 47th Avenue South. 85 -61 -R: McLees Zoning Amendment, requesting an M -1 Light Industrial classification for 4526 S. 135th Street, which is proposed to be annexed to the City of Tukwila. Public Meeting DR- 01 -84: Windmark Homes, requesting approval of plans for 66 multiple family units on a 3.85 acre site on the northerly and southerly sides of Sunwood Boulevard west of 62nd Avenue South and South of the existing Sunwood development. 85 -62 -SPE: Domino's Pizza, requesting approval of a cooperative parking agreement at 15439 53rd Ave. South. -85- 63- SMP City: of Tukwila, requesting approval of two storm outfalls and a mini -park upstream from Foster Bridge (56th Ave. S.) on the left bank of the Duwamish River. 86 -1 -DR: Lloyd Hartong, requesting approval of building elevations and a landscape plan for 6412 S. 144th Street. 86 -2 -SPE: Stress Management, requesting approval of a cooperative parking agreement at 5200 Southcenter Boulevard. Any and all interested persons are invited to attend. Published: Record Chronicle, January 12, 1986 r %,.A. t . rte ° aw L : 4.mi -..-4 Ma MS lies•dleiesitooM/0 • t ✓ .. • C* 0101704•1I MUM. aliwOfi ta'.T,s.d..T, 1 1014111 P4 M+Ary W &Mo '.1 • [T5. 30 %MT Mr4aO, !. • ! . - ItatiO NNpqa 'im.naa w•*aaa4' K.T E0a400i RNW.Ea It Neeara.k r r // , 0M � vaM4atee.O � b.t W Lbj.' ansuroit D ' M..T 1�.r( 1 1.... T T�W1Wl9.tWL •1 �.N �w4 einkcaPli -A ; _ %VILLIAM G ltuti!_ 4 A�50GIAT.S�r, tw..o.r.w n o C... , -1415t Ger C... n5e .:.ur.� rre , wU•+vwrorl i1i1j Ma MS IMO 1 WI 46. ii Mill 1 61 1 444Nio *8 Abireirboos !Nome Zi. O, w7F ta-as NEKTON EFFLUENT TAANEFEN •`••4•+s• _wru--.► .ve. Kw. •;-r •;-r Rsve■ larw w os ..S... wt. 1 LA'+' 10 9. .i. AVL S•u t I r. Cr y Tam [T5. 30 7F �1*y1A► 1W ' P44. MISS. INMOG Q MATC IMIre 1 w. Mt" OM" 4 t 4 1 L, PLANT Kt t awru+.. td v...I& b a • ♦This drawing reduced approx. hail am.. CITY OF TUKWILA Central Permit System MASTER LAND DEVELOPMENT APPLICATION FORM 4 BEGIN April 1986 (56th Avenue) on left bank of Duwamish River. WITHIN N.W. (I /4 SEC.) OF SECTION 14 1 GENERAL LOCATION OF PROPOSED PROJECT: At 200' and 300' upstream from Foster Bridge W.M., IN TUKWILA, KING COUNTY, WASHINGTON. 3) CURRENT USE OF THE PROPERTY WITH EXISTING IMPROVEMENTS: Golf Course Open Space OF TOWNSHIP 2) NAME OF WATER AREA AND /OR WETLANDS WITHIN WHICH DEVELOPMENT IS PROPOSED: Duwamish River Shoreline 23 N., RANGE 4) PROPOSED USE OF PROPERTY: Parking lot along Interurban Avenue South for 106 cars, modify existing storm sewer outfall at 56th Avenue South, mini -park at 56th Ave. S. and new storm sewer outfall Northwest of 56th Avenue South. 5) TOTAL CONSTRUCTION COST AND FAIR MARKET VALUE OF PROPOSED PROJECT INCLUDING ADDITIONAL DEVELOPMENTS CONTEMPLATED BUT NOT INCLUDED IN THIS APPLICATION: $30.000.00 6) CONSTRUCTION DATES (MONTH AND YEAR) FOR WHICH THIS PERMIT IS REQUESTED: COMPLETE December 1986 TO BE COMPLETED BY LOCAL OFFICIAL: 7) DESCRIPTION OF THE EXISTING SHORELINE: Unimproved riverbank in the out -of- bounds area of the Foster Golf Course. 8) APPROXIMATE LOCATION AND NUMBER OF EXISTING AND POTENTIAL DWELLING UNITS THAT WILL HAVE A VIEW OBSTRUCTED BY ANY PROPOSED STRUCTURE EXCEEDING 35 FEET IN HEIGHT. NONE • fig r �c >11 APPLICANT: CITY OFTUKWI LA Central Permit System eg5'(0 ? MASTER LAND DEVELOPMENT APPLICATION FORM PLEASE WRITE LEGIBLY OR,TYPE ALL REQUESTED INFORMATION -- INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED FOR PROCESSING. SECTION I: GENERAL DATA TYPE OF APPLICATION: D BSIP SHORT Q SUBDIVISION SHORELINE a pRD DPMUD O BAR PLAT PERMIT INTERURBAN O CONDITIONAL ❑UNUSESS. D VARIANCE C ZONING ❑ AMENDMENT NAME City of Tukwila TELEPHONE (206 ) 433 -1655 ADDRESS 6200 Southcenter B,lvd., Tukwila, Washingtno ZIP 98188 PROP. OWNER: NAME City of Tukwila TELEPHONE (206 ) 433 -1855 ADDRESS 6200 Southcenter Blvd., Tukwila, Washington ZIP 98188 PROJECT LOCATION: (STREET ADDRESS, GEOGRAPHIC, LOT /BLOCK) 13500 Interurban Avenue (200' and at 300' upstream from Foster Bridge on Duwamish River) SECTION II: PROJECT INFORMATION 4) DESCRIBE BRIEFLY THE PROJECT YOU PROPOSE Along Duwamish River construct a new storm sewer outfall, modify a storm sewer outfall, construct a mini -park and approx. 106 car parking 5 ) A C F A TED PER I o OF CON' ( Avenue South. ROM April 1986 TO December 1986 6) WILL PROJECT BE DEVELOPED IN PHASES? OYES Eg NO IF YES, DESCRIBE: PROJECT STATISTICS: A) ACREAGE OF PROJECT SITE: NET B) FLOORS OF CONSTRUCTION: TOTAL Ii` FLOORS SITE UTILIZATION: ZONING DESIGNATION COMP. PLAN DESIGNATION BUILDING FOOTPRINT AREA LANDSCAPE AREA PAVING AREA TOTAL PARKING 4 : - STANDARD Sr7E - COMPACT SIZE - HANDICAPPED SIZE TOTAL LOADING SPACES AVER. SLOPE OF PARKING AREA AVER. SLOPE OF SITE T NA GROSS NA EASEMENTS NA NA INCLUDES: 0 BASEMENT OMEZZANINE TOTAL GROSS NA INCLUDES: 0 BASEMENT 0 MEZZANINE FLOOR'AREA EXISTING PROPOSED NA NA NA NA NA NA NA 0 0 NA 0 NA 0 NA 0 NA NA NA NA NA NA NOTES FOSTER GOLF COURSE FOSTER GOLF COURSE 8) IS THIS SITE DESIGNATED FOR SPECIAL CONSIDERATION ON THE CITY'S ENVIRONMENTAL BASE MAP? OYES ONO SECTION III: APPLICANT'S AFFIDAVIT I, , BEING DULY SWORN, DECLARE THAT I AM 'THE CONTRACT PURCHASER OR OWNER OF THE PROPERTY INVOLVED IN THIS APPLICATION AND THAT THE FORE- GOING STATEMENTS AND ANSWERS HEREIN CONTAINED AND THE INFORMATION HEREWITH SUBMITTED ARE IN ALL RESPECTS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SUBSCRIBED AND SWORN BEFORE ME DATE X THIS DAY OF , 19 NOTARY PUBLI ^- IN AND FOR THE STATE OF WASHINGTON RESIDING AT (SIGNATURE OF CONTRACT PURCHASER OR OWNER) )(QA en2'►'�y ,1-&,1;?la -A0 q ii(1) %7 rvc�h � -II -?1Q c)0.0604.0 0. )" -x 0 1-20' 14- Q o/1 yg-b 0-210 -(73-)tj74uld " Ig-97tgo--14710 Sv10.4.0t0 ' / d 4 1 / 11 1' f 5g - S1� cTjj2tU 14.504'dMfKi Ao '11%/d9 1..43'1 (`p 99a1Ua kta1504 UC244 LUVA11gal1 chmSa AW FG.19.36 EG.18.84 FG.I6.54 48.38' FG.23.70 53.88' 48.88' E 1,646, T.O.C.21.09 EXIST.I2'CMP DRAIN T.O.C.2 PROD. ENDR. SCALE AS SHOWN CONTRACT NUMBER W/ F 16-85 Mrs',: , / / / / \\ / / / CB - 5 GRATE EL.18.5I INV. 12 EG.18.52 FG.19.76 X22 22 Z A/ CURB I2--__ _ /. X / WORK WIT \ THIS AREA TO B� COMP(.ETED U ER BID SCHEDULE 2, ITEM' 2.01. Q t 2 I S =00074 FG.23.42 R E V I S I O N 0 \4bc? X F"�, ps W T.O.C.23.3O 22 Z EXIST. ASPH. CURB TO BE REMOVED - PQS.T. 37 +25.62 INTERURBAN STA. METRO #109 M.I.C. N 178,727.32 E 1,646,106.31 BY CB DATE - 5796.4 - 4'17 S6. N 178,726.76 1,646,106.84 P.T.37 +26.39 GRATE 7. E EL.1 e: INV.I 2 0- ION RCP 1 T.O.C.18.50 GRATE 550 S EL . 17.44 .7 INV. 12.80 tn co - N - 17 813.79 „ to , 774 10 NRCP 6.05' 0.00 49 • _ a E 11 . .. . . r ..... �:�l�BBBBViBB� 05 .t, �i1�rlE � _ dal", F.G. I 7.18 - _ ©, N 178 782.01 C.B. IO"NRCP -D Nia 7 Seattle, Washington - 20 - APPR S =0.0078 6.0' 23.50' 6.0' CURB AND GUTT�iE EDGE CONC. 0.5' SEE PROFILE DWG.36I ..D EWALK GRATE EL.21.92 0.77 EXIST. 12" CMP DRAIN TO BE ABANDONED S43 °41'30 "E PARKING AREA PLAN SCALE ' I" = 20' - 0" Engineering ENGINEERS is O X . T O E OF FILL I / 1 (I 1 / / � / � 1 / / / / C.B/ / E/ 3 2 / GRA G I ;50 •I6.58 / irk NRCP D 6.0 4.50' Syetema Architects Engineer Incorporated, P.S 3.1111■ Anchors,* Richmond A■I%k OUTSIDE EDGE OF .CATCH BASIN / / / / / gyp / i / / / CsI GRATE Et1.15.99 / INV.13.y'4 T.O.C.I N178, 55 x' E 1,646 -- - FG.■ 16.35 O BEGI ONC.CURB cr END ASPH.CURB REMOVE EXIST. C.B. AND CONNECT NEW 12" NRCP TO EXIST. 12" CMP NORTH WITH F`, TRANSITION COUPLING ADAPTER AT INV. ABANDON 12" DRAINS EAST AND_ - 576, - - -- t. SEA DWG 360. - - 6" CURB `WHERE APPLICABLE PRECAST CATCH BASIN I- DETAIL ASPHALT CONC, CURB SCALE I" = 2 .ASP CU " I� "C F..G.I -. 0 -- T.O.C. 17.60 APPROXIMATE TOP OF EXCAVATION 96 PC C P FOR CE ` tiil MAN 346 .0.W. 21.09 - -04 36 RCP�D - --- ° NW _SEEDWG.361 -=-18- -- - 20 -- EXIST. 8" CMP DRAIN TO BE ABANDONED. MH -4 C.B. GRAT E EXIST.I8" DRAIN c -t INTERURBAN AVE. S. 12" CMP (ONLY FOR STANDARD METAL FRAME 13 GRATE (20 "x 24 ") TO CONFORM TO STANDARD WSDOT CATCH BASIN -TYPE 2 W/ TOP UNIT P DES 9ED DRAWN 5 JPM CHECKED BY: LOCATION OF INVERT & GRATE EL. OUTSIDE EDGE OF PVM'T. CLASS 2 NRCP OR AS SHOWN ON PLANS. - ; ;, :i!' 1a� rt aN it P{ii i`.t,.t'YV ' ` i'r&'' ' kY`FJ ,. ,� a + } 4, 'YtdC,�A IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIII 1111111I1111111I111. 111)I1 .111111.I11l1111.I11 iI11�11. IIIIIIIIIIIIIII11111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 :.,". "'" 1 3 4 5 _ 6 1 .._.._ 8 9 10 11 .0 12 ' IF THIS MICROFILMED DOCUMENT LESSS, CLEAR THAN THIS NOTICE, IT IS DUE TO''. • 06 66 BL LZ 9Z Q6 qY E6I 66 16 'OTHE III OUALITY . OF THE ORIGINAL DOCUMENT 1._° B c B s 1 ' C 6 1 "" 0 II I I I I II I II IIIIIIIIIIIIIIII IIIII IIIIII I III 11111 11III�IIIICI lil TIIII hIIIIIIIIIIIIIIiIIIIUIIiuliliiul l dmllllu ulil 7,11nllinlli i i[iW I) 1111IIJI11ml 101111 nulgildIWI I 111 IJA nnlnn1u111uJllluduu1 111�1.I.1J,1,J,1 11IIII E . ,�rP�g�.,al,1��, - r � .�I I. �:� ..,, �ili .., . � _ . � ..: ... �- ... .: . c. 21/2" 5" 2 1/ II /2 "R r II /2 "R I" R ASPHALT CONCRETE CURB DETAIL DETAIL FRAME B GRATE SHALL CONFORM TO WSDOT STANDARD PLAN B -2A. RECESS GRATE ONE INCH BELOW FG. OF ADJACENT PAVEMENT. SCALE 1 "= 0'-5" I" R SCALE I" = 2 - 0" TS - 3D .s 5" SLOPE OF PVM'T OR GUTTERS GROUT PRECAST RISERS GROUT REMOVE EXIST. 18"CONC. PIPE TO FIRST JOINT PAST NEW CATCH BASIN OR SAW CUT AT CTR. OF C.B. OUTSIDE WALL. REPLACE WITH NEW 18" RCP, CLASS 2 TO THE INVERTS SHOWN. LONG STUB (CLASS 2, 10" NRCP). FOR FUTURE ADDITIONAL INLET - ONLY FOR C.B. - 8 END OF CURB (ONLY FOR C.B. CLASS 2 NRCP AS SHOWN ON PLAN CURB SECTION SCALE I" = 2'0" FG. 20.15 T.O.C. 20.53 G.B. GRATE EL. 20.11 17 LL �I I 41 CATCH BASIN 4" PRECAST BASE CLASS 2 NRCP OR AS SHOWN ON PLANS. I'•6'1 5'-6" 36" RCP }I MH-4 INSTALL COVER TO MATCH F.G. 20.65 ± 12" NRCP - D NORTH INV. 16.0± INV..14.3t PROVIDE WIT APIPE JOINT BETWEEN C.B. AND MANHOLE RESTRAINING STRAP 10" STUB (ONLY FOR C.B.- 8 ) WATERTIGHT CLEANOUT • GATE GROUT r (ONLY FOR C.B. 12" CMP(OIL SEPARATOR ASSEMBLY) - ONLY FOR C.B. 8. PRECAST BASE SECTION SCALE I " =5' - 0" OUTLET 361,362 56" F.G.CONC. WALKWAY APPROX.ENDOF EXIST. 19' CONC. PIPE TO BE REMOVED INV. a.5± EL. 15.50 48" LASS 8 1 FILL N /--- STANDARD METAL FRAME AND GRATE (24" x 20 ") n N N METRO Municipality of Metropolitan Seattle RENTON EFFLUENT TRANSFER SYSTEM .' CLUB HOUSE PARKING AREA AND'.DETAILS .. WETLANDS TO 52 ND- AVENUE 'SOUTH . 20 15 10 STANDARD GALV. LADDER STEPS PRECAST RISERS CLASS 2 NRCP AS SHOWN ON PLAN INLET SECTION X1/1 G SCALE I" = 2'-0" , • `r i gJ ! ,� S► u •u ,Ip DATE JAN.1986. ARMS DRAINING N IMISI y1f I i :. EAST. 23 LANDSC AREA EI,64 .O.C.2 NEW PV MT. ti. y� ' 7.5 R ' N 179 147.21 N48 ° 14 1 08 "W E 1,645,782.99 81.32' / � ti_ F. G ,23.85 N 178,103.95 E 1,645,831.43 b \ (6 EXIST.12 "PL N 2.5'R v `I79 090.67 pO.C. (TYP) ' E 1,645,84 €.26 - TO.W. 26.10 FG, 25.43 T.O.C. EL0CATE0 -- 16.97' EXIST. POLE AND METER BOX 1ST. EDGE 40.0 23 10. MH-3 24-- 24 `-. .G20.63 TH a T.O.C. 3. URB CUT T.O.C. 24.25 IRRIG'TIO F.G.20.52 .G.20.00 23.5 TOP EXIST. URB E. G.2 `` 03 EXIST. RD RAIL METRO #2 • CONC. MON. N 179176.38 - EXIST. visioN F.G. 24.49 F.G. 24.21 -1 4.0 Tb BE ABANDON D ‘ - EDGE OF fl 23.2 6 Q EDGE OF T.O.0 24.46 I2 D SEE DWG. 360 S 48° 13' 12_5 "E 198,14' HALT PATH ONC.SIDEW 9 T0.C.24.95 ROT. INTERURBAN STA.32+ .24 S48° 13'12.5 "E 4.29' METRO * 445 M.I.C. N 179 044.37 E 1,645,7782 S41°46'47.5 5729.58' N 174,768.90 PR' E1,641,963.97 T.O.W. T.O.C. 25.50 N 179,12 _E 1,645, N17 041.51 5,781.42 ' � N48 °14' " W N 48 °14 2 ' 00 " W 179 25.5 %� 64.94' EXIST.30" CCW 1,645,732.78 EXIST. 1757' E %IST.SHRU 0.50' CONI � EAT E • GE OF C � �'�� N 174, 769.29 p R E 1,641,963.57 F.G. 25.83 ' F. G. 25.55 EXIST.30" CONIFER 85.85' EXIST 10 812 CONIFER O.W.26.5 1111E9 1 • GUY P.O.C 178 974.56 17'.033.07 ,64•.97.73 P 24.6 ° - RET. F.G.23.54 WAL 37 - 1 T.O.C. 2523 T.O.C. 25.70 'Hat - 2-1.64 _ E,KIST'D TO 8 RELOC \ 1� 2 R CP. D,C ASS 3 1 3. N. 178 980.88 m �� �' - 1;646 ' ,' jJ . . °�/ F P r�t�C76 DUI L PIEOIRD IYi ' PIIOJ. ENSft. BEGIN CURB CUT 20.32 E 1,646,044 EDGE OF ASP PATH EDGE Or CONC-SID E + °• 2-4 BEGIN..D6JYEWAY TRANSITION F.G. CONC. SW. 23.80. &T.0.C. 2430 ' S T4,68\ 4.37 BEGIN CURB CUT RETAINING -WALL f + E11E M; niCipoltty ; o't' Mstropo Seattle R'ENTON • EFF E N �T1'aT S S . i ;..R: ;NSF 8s L � U � t i . �a s- +� -t t is r F� , CLUB. HOUSE, PARKING AR M D'D i , ff. �1'tlt?a31Fai i �i i u . G.I9.94 10.5± 96 "PCCP FORCE MAIN CONC. SLAB r F.G.24.13 ±1 / w 11- . EG.23.5I h / • / COVER TO EG. ADJUST MH. ASP // HALT PATH / / I CONTRACTOR SHALL EXERCISE.CAUTION WITH INSTALLATION AND REMOVAL OF SHORING TO PROTECT EXIST. M k. ONTRACTOR MAY REDUCE MIN. DISTANCE / 7 FROM 2' -0" TO 1' -a" ADJACENT TO EXIST AI H./ / // / �/ EXIST. 18" 19 I 41100 / / /, / 7 APPROX. LOCATION OF EXIST. M.H. SEWER INV. 1.3 1• INV.t -J3J+/ / i / / / 23.3 .. FOR DETAIL PLAN / / / / / / ! ? // / i AL WORK � // / ITEM • T / / 23.2 APPROX.LIMI /, /V / _O.C. 23.70 / TO56TH AVE. S. SEE DWG.364 OUT V.14.O IN.14. SECTION N.T.S. .O.C. 2 4.57 F' HIN THIS AREA 0 TED UNDER BID S HEDULE 2, I. OF FEATHERED EDGE OF PV'M•I\ \ \ \ APPR03(. TOE OF FILL \- 1441 , EXISTIB" 86.5 CONIFER CONC. ENCASEMENT INSTALL RIP -RAP AT 2:1 SLOPE FROM INVERT TO ELEV.I6.0 WITH MIN. THICKNESS OF 2' -0'.' RAP AROUND CONC. ENCASEMENT AS SHOWN AND KEY RIP -RAP INTO THE FINAL CONTOURED SURFACE A MIN. OF12': \, END RET 11■1NG WALL NO (E 2. TO BE / • ABANDONED IZ "w _ __ s' / 2" P. V. CONDUIT S 41 °56'21.1 "W A INT ERURBNAVE S 5009.44' +73.54 /,,,,___,„. 36 "RCP - D. FOR PLA SEE DWG.360. • RETAINING WALL a EXIST. POWER POL a GUY WIRE TO BFy RELOCATED O.13.-8 W /OIL SEPARATO GRATE EL. 19. \ \ INV. 10 S. 10. - - \� \l I�V 12"W. I .80 � N \ \ N INV 10 E vii1rT PAD 8 STEEL PEDESTAL. RELOCATE TO CTR. OF PLANTING STRIP • EXIST. 26" CONIFER \ EXIST. 30" SONIFER �� \ EXIST.124" CONIFER EXIST. 24 "CONIFER ST. 12 "CONIFER EXIST. 16 "CONIFER 4 \\ ---., EX 1ST. 107CONIFER 85.85' / EXIST030 IF METRO$ 2737 /011h BEGIN D . • 6 =4 ° 32'45" CONC.MON. ® N 178,948.75 STA.69+ 23.95 E 1,646,005.21 v EXIST. SIGN POST R :5809.44' /\ RELOCATE TO CTR. INTERURBAN STA. 34 +544 OF PLANTING STRIP • T =230.59' EXIST. SIGN W/ CONC. L =460.93' EXIST. MH ADJUST COVER TO FG. + IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111I1IIIIIIIIIIIIIIIIMIII11 .I_I1J.IIIII11.1111111111 11 111 0 le 7.1 "'' 1 7 3 4 5 6 7 'IF \. ..... -8, 9 10 11 -... + 12 THIS MICROFILMED DOCUMENT IS LESSS1 • ;CLEAR THAN THIS NOTICE, IT IS DUE TO ' Z EZ Z 1Z ° e L S S '1 f Z 1 n" 6 Z BL LZ 9Z S 7Z Z 4 OE oTH UALITY OF T HE OR IGINAL DOCUMENT o I II d lln i 11111111 1 1111111111 III Iuldnnlmdnn I1111111111IIIIICIIIl1111l11111111 IIII IIII �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIgI111111111IIIIIIIIIIIIIIIIIII IIIIII IIIIIIIIII11tllmilidnidmlll111IIIIIlul11nII11111111ImlllullunlmlllIpinnlJ (phnll 1. ,,. 1 lI„ 6 COND UIT L =452.85' END 96 "PCCP ETS-3D STA. 69tI5.38.r. STA. 34+63.03 INTERURBAN T. BEGIN 96" PCCP ETS-4A' .NjG STA.0 +00 N 178,958.04 E 1,645,963.68 0 .03 APPROX. LIMIT PV \ + EATHER tU (,t u,- MT, N ' 178,890.57 p 1 4" PVC E 1,645 A =4 °31'54" R = 5 7 42.5 ' T= 229.58' NOTES: I. ALL EXISTING TREES SHOWN ARE TO BE PROTECTED FROM DAMAGE. 2. TWO EXISTING FIRE HYDRANTS ARE TOBE RELOCATED, THE RELOCATED HYDRANTS SHALL CONFORM TO WSDOT STANDARD PLAN B - 19 TYPE B. PROVIDE A MIN. OF 24' CLEARANCE BETWEEN BOTTOM OF CURB AND TOP OF HYDRANT FEEDER LINE. THE CONTRACTOR MAY USE ANY OF THE EXISTING MATERIAL THAT IS IN ACCEPTABLE CONDITION AND SHALL PROVIDE NEW MATERIAL AND TO SUPPLIMENT THE ACCEPTABLE EXISTING MATERIAL TO COMPLETE THE REQUIRED ASSEMBLY. 3. THE SETTING FOR ALL RELOCATED SIGNS AND LIGHT STANDARDS SHALL CONFORM TO APPLICABLE WS DOT STANDARDS. i ` ;b ALL WORK IN THIS AREA, EXCEPT FOR 36" STORM DRAIN \ 6/ AND RELATED APP RTENANCES, TO BE CO )IPI±TED UNDE13� BID SCHEDULE 2,ITEM 2.01. rTO' NRCP -D -� / F. C.B. -7 7 GRATE EL. 19.4 10 "NRCP -D 5*9..Q083 INV. 11.3% - APPROX. LIMIT OF FEATHERED EDGE OF PV'MT NEAT EDGE OF NEW P )/'MT. .RELOCATED HYD FEED \9� ER LINE SEE NOTE 3 RELZATE'DTIYD. SEE NOTE 2 EXIST.20 "FIR 6.05' t 1 PF " +a w �•, CB.- 6 W /OIL SEPARA OR GRATE EL. 189 INV. 11.65 \ \c;1' APPROX. TOE' F FILL S ■0.0.66- 0" RCP -D 1 5855.44' I 6.05' co c:ro 1J END CURB C UT 2 "P.V.C.CONDUIT yti a `'END EXIST. ASP CURB TOBBE�RryE�MpOVED� -pig ,q� RE Epp AApNY�ANTICEI�PAATTTEDI�WpORK ASSOC IATED WITH A ING STAN L" BID SCHEDULE 2RITEM 2 05 ECTION TO BE COMPLETED UNDER X F� •o 96 "PCCP Q FORCE MAIN SEE 346 DWG. ry �b n nr ss" S 4q 1 1 Y� I ' + +' f:' I # I {`;$� IW N4'�. ourrv' 4 1.. rk at :.� ... I fA1 I r - .... • -/P , CfiYiAblA _-P4_A _ r-de:= 56n�► - 1'� =5 =�.: VEA 0740m .. PA/S ,. Tz w /1... .A..__ :P_Aave.s.:.. +� : ir�EG /��ATI ©N�---- DP.P�4/tTit!t NT - _ : ---. 4ac, C 4a‘ s,2 �G d�Rer_�I�b..1er.,,.UM�NAInp kf 1.+7wi 1,9 - ' !'J • =� . - - 2... f /✓!5: 4 /77 A l z: / / __ :_ .: - ------ -: _ -- -_ `_- .. .._. Il�lllllllllllll11111111lllllllllll Illllllllllll llllll�lll�lllllll�lll�l�l�l��l ll�l�lulUl�lllllll�llllllJ�lll�lll�ll�lll���J�l U�llllJll�l�lllll�lllll�l�l�lllll�lllll IIIIIIIIIIIllllllIlIIII -4.. ,. >,,.,5 -6 7...1. 8 9 .10 11.•x^ 12 IF THIS MICROFILMED DOCUMENT IS LESS • • • CLEAR THAN THIS NOTICE,"IT "IS , DUE TO ' •ez: e t 'LE 9z • Ge, C zz Iz L • S z a r -C I oe l l l l l l l i r l THE IT Y• • ORIGINAL a e l l l l l l l l l 0. luuluu uuhiu uuhw uidnu uuluu iiiiLm wduu uiduu iiiil w uu nil nit uu uu iw unlnuhuduu uu uoliiiiril J nliinlmiri w uo uuluii uuLw uu6w uuluu uuluu uuLw uuLw uuhw uulwil 24 ._f�/tiir ✓5_ �, t/ R�, �i. �1. �tJS _:Pr_ld= :C:uy�!�r!1 =:-- == Yew g5 -%-SmP I / ;.?..4ter_ -7,77/ — 7 -- 7/ , /u//1/13 -- 4•44/..eocerc,x- 'arm E.//' ( 49 : 7F'" r `71 7 !FIW • 41 7 77 57 7 .MKT 1 7 • , r0;:l.`" 1 7, , ,F.747.7, ,- / /". 7 7. , •*-T- - 7 , 77 , A • 1:4 •;^. ; •••• • • ... • ....7... , L„ ....e,!..,.... ......7 kir / . :.!,-.,..*/!.... K.0: ..:.......f .,..,,e..e.x • . . ... . . .. cf Z / A//< 5 • f'A 6 ( / \ \ ) \ • 1 . / / • / • F-1 /</ A 7/ A/ , ki/4.4./A/s1 ,4 " - 3,1453s iIrreckw;,4" • ce74. -A.^ec-4.,//7We 75 /5 ep/ Ape , " _ • - , e/A,."/V4:1.; 7'4 4 01 0 11 116 " V I it? "'WI' 14.4.1r4 „ ri teti tafp e0 r — rm ,„ 7 11,:iimial iv MA at;:Irgier4 A f 764wIrej,zkfcMf„ twttuftwwww.A:wit_ acc_wcz1-1,-.7: recoWNI,gliwi*I V,!':,0"1 II 1 1 111110 IIIIP III 11111 II hilt .UptlilliIIIIM1111111111111111111111111111111111111(111111111111111101 2 3 4 . 5 6 7 A ... 8 9 10 11 12 IS f."ES' • _ Al, A Va 11 4. 0 3.Picre. I ',■ 1 - It:70 . iiAitr o . - 4r.et ! oet , t..r ,- po. c• le. -- . 1, ,..-,•crisserotti? . 1 : 1 . 1 %.??. 77 . .. '''',' ' . $ 0-• ret=-Int'''""Sgl. 1 _.; z;.' 0,,,fs el. 4,.....4.5 opsa.gs wry . .,„-.. )241 • - • aj■A' I - Nor / • /' _ . •• • • . t. rAkv, :;v::frxerera 4/137.7A46."7•XX ; ';r••EnIBMINIiimom•■••••••• , ...... • ;.1 • 1 .! - - weemAus '77 • " "'") ' '•• / I / / i \ / N • / 7 \ y/ --,. ..„, V \ \ , i. • , \ \ \ r ' -) W7 \ \ i • ..) 1 )/ / I : / 1 / - I . \ , / ._. .0 - i \ . -- / - 7-? . .- - ; 7 '. - . ----- .-- • ( ' . I .. ./ i - G7,7 G 77/NG. .e.".4 A 77e .1 . Az 77 4 1 A/ 7 _ • • V a A< 5 • /' / A,a0/7 • .. - 1 " /of OS :.". : *. • " • /3 Avo 7T? ..•=4.V& / 4 . 4 % )427. " 1 • 4 •7 - - • • .C/X. 7:n, F 403 -S VAP --- .7.7714AC•77G:A" .777.74._'••= - .44 slAWV) " 7 0 1 . 6 7 9.. . 10 11 12 1 S , THAN THIS NOTICE, IT IS DUE TO !\ • I litliTO LESS GatCb TI) .".. • : • , ' . „ • • 2 il 198C: " ,',•• ''• D� -I- ' Vol Ud e C N - g�"at'8 400 VI it ft v .Ju2 at-74571,4 alniA, Pe 65- $5 otn.z 1--$9- 2-841 120;140'6 a- 01 itohur ,41 t44 ote,..55fovk 49aLf- ert5perkw- Pe-) p -c6 5 yc: 0(.9C:a big- iv 5'5 54011006 mersi ot Ole-17 - /Ok & M4;4; j ,fine < •