Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit 85-02-SMP - CITY OF TUKWILA - FOSTER GOLF COURSE SHORELINE SUBSTANTIAL DEVELOPMENT
85-02-smp 85-2-SMP FOSTER GOLF COURSE SHORELINE SUBSTANTIAL DEVELOPMENT 13500 interurban avenue south metro ets ANDREA BEATTY RINIKER Director March 12, 1987 Gentlemen: SHORELINE SUBSTANTIAL DEVELOPMENT METRO Exchange Building 821 Second Avenue Seattle, WA 98104 cc: City of Tukwila STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mail Stop PV -11 • Olympia, Washington 98504 -8711 • (206) 459-6000 Re: City of Tukwila Permit #85- 02 -SMP METRO - Applicant Revised Shoreline Management Permit #590 -14 -5489 The subject Revised Shoreline Substantial Development Permit was received by this office on March 6, 1987. The review /appeal period will terminate 30 days from the above date of receipt. At your own risk, construction may begin during this appeal period provided all other federal, state and local laws regulating such construction have been complied with. Sincerely, Karen M. Beatty Shorelands Management Section (206) 459 -6771 MAR 13 1987 CITY OF TUKWILA PLANNING DEPT. nx..�...n.i %5rr.w t. � .. ::tl. }i W..v.na.�.3µw ......... .. ... _. .. �.........�.....+.+.�.�wc..i t■ LOCATION: ZONING DISTRICT: R -A. c ACREAGE: 71 -acre golf course. COMPREHENSIVE PLAN DESIGNATION: Parks /Open Space. PLANNING DEPARTMENT REPORT STAFF REPORT TO THE BOARD OF ARCHITECTURAL REVIEW PREPARED 02/12/87 ATTACHMENTS: (A) Vicinity map (B) Existing Conditions /Clearing Schedule (C) Landscape Plan (D) Landscape Plan (detail) (E) Restroom Elevation INTRODUCTION HEARING DATE: February 26, 1987 FILE NUMBER: 85 -02 -SMP: METRO ETS Pipeline APPLICANT: Don Williams, Tukwila Parks and Recreation Department REQUEST: A revision to 85 -02 -SMP to relocate and reconstruct the restroom on Foster Golf Links. The new restroom will be located approximately 120 feet from the former restroom location in the crossroads area of the golf course on the clubhouse side of new footbridge. SEPA DETERMINATION: Final Supplemental Environmental Impact Statement on Renton Effluent Transfer System (02/84). BACKGROUND 1. BOARD OF ARCHITECTURAL REVIEW VICINITY /SITE INFORMATION DECISION CRITERIA FINDINGS 85- 02 -SMP: METRO ETS PIPELINE Staff Report Page 2 1. Project Description: A wood -frame restroom is proposed to replace the facility destroyed when the METRO ETS pipeline was built on the golf course. The new building will be slightly larger than the original facility. The restroom will be a better quality structure and will be on a sewer system. 2. Existing Development: Existing development in the vicinity includes a foot- bridge and landscaped golf course. 3. Terrain: The terrain is flat at the edge of the Green River. 4. Vegetation: Vegetation immediately around the restroom includes a cherry tree, aspens, many rhododendrons, and grass. Two large existing firs will be retained. The old restroom was to have been relocated to a new location as part of the ETS pipeline mitigation process. Since relocating the old structure proved imprac- ticable, it was destroyed by the contractor. Now the City and METRO are combin- ing forces to develop a new facility to serve the golfers. The new structure will be an improvement over the old facility; it will include handicapped facilities, four skylights, and will be fully sewered. The restroom lies within the scope of the original shoreline permit but a revi- sion is sought since the plans were not fully spelled out at the time of the original shoreline permit. The pertinent Tukwila Municipal Code criteria are printed in bold, with findings beneath. 18.60.050 - Landscape and Site Treatment: (B) Architectural style is not restricted, evaluation of a project should be based on quality of its design and relationship to its surroundings. The building's scale and simple design are appropriate to its function and compatible with the golf course location. The 19' X 13' building is placed on a concrete slab foundation. It has a pitched wood shake roof with several skylights and vertical plywood siding. (C) Landscape treatment should enhance architectural features, strengthen vistas and important axes, and provide shade. BOARD OF ARCHITECTURAL REVIEW 85 -02 -SMP: METRO ETS PIPELINE Staff Report Page 3 The restroom is well screened by a variety of trees and bushes. It is surrounded by the grassy surface of the golf course. Two existing fir trees at the northwest of the structure will be retained. (D) Colors should be harmonious, with bright or brilliant colors used only for accent. The plywood siding will be light brown with dark brown trim. (E) Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view. All sewage lines are below ground. Handicapped facilities are pro- vided. (F) Exterior lighting should be a part of the architectural concept. Fix - tures, standards and all exposed accessories should be harmonious with building design. No exterior lighting is provided, since the facility will not be in use during hours when lighting is needed. 2. 18.60.060 - Special Review Guidelines for Interurban Special Review Area The proposed restroom facility meets the criteria of the Interurban Special Review Area. CONCLUSIONS 1. The restroom is a necessary public amenity on the golf course. 2. It replaces a facility which was destroyed and provides improved services. RECOMMENDATIONS The Staff recommends that the BAR approve the revision to Shoreline Master Permit 85 -02 -SMP to allow construction of the new restroom facility for the golf course. (22/85 -02 -SMP) BICENTENNIAL PARES RESTROO / PARKING � AND FOSTER GOLF COURSE RESTROOM VICINITY MAP PROJECT LOCATION (FOSTER GOLF COURSE) a 0 LaarAC at OA Fe:_ PROJECT I` LOCATION O (BICENTENNIAL PARK) tq Scull tE. I -4os •ENOINEERINO••TREETK• W *TE I•M WER• •■uiLOIN ■ PARKS & RECREATION DIRECTOR DON WILLIAMS CITY COUNCIL JOE DUFFIE COUNCIL PRESIDENT MABLE J. HARRIS MARILYN STOKNES ED BAUCH CITY ATTORNEY OGDEN, OGDEN AND MURPHY EXISTING All GARY L VAN DUSEN LEGEND PROPOSED un Lt MIMS PVC . DIM Neff I UMW .■t I■■ VIM t IWITNI Te■ cal Via /ttQ IMO Line■ rtr Ltnlr CITY CLERK MAXINE ANDERSON WENDY MORGAN• CHARLES SIMPSON JIM McKENNA FINANCE DIRECTOR ALAN DOERSCHEL e 1111,1 I SHEET NO. TITLE BICENTENMAL PARK I. SITE PLANS 2 DETAILS a ROADWAY SECTIONS 3. RESTROOM PLANS, ELEVATIONS 8 NOTES 4. RESTROOM PLUMBING 8 ELECTRICAL PLANS, SECTIONS 8 DETAILS • 5. PLANTING DETAILS PRIN m 11 toe D FOSTER GOLF COURSE SHEET INDEX 6. RESTROOM PLANS, ELEVATIONS 8 NOTES • 7. RESTROOM PLUMBING 8 ELECTRICAL PLANS, SECTIONS 8 DETAILS BICENTENNIAL PARK /FOSTER GOLF COURSE •0� • nr ALPHA ENGINEERS INC. VICINITY MAP - LEGEND - SHEET INDEX _ a[" wer, . I_ D �rrzema'� -JS!r zzrom .t Y: : l'� .rc !.!T'r8?r �C�Tr Cr.T:r': mrs)?SKpP"�. _ t-- r.-- • -L 7 'tie•'- --% - -••• (11 D E- Er 3 C- U m I. Pleases.° .AGOR1LAi• ••■ . •• rIVa7AtAC770N t.ca? . r .0e-ar•SS A/A7•t 4 t • • • [Cl/AAA? ON SAWN A!ES,lRATeA/ ., w,R.c . CS ACOM/ATL MIN N•...0 Al . •,.tea...Aev .,. • .. - .•, •6•/Att rs 70 sG GACAVA7210 - ' - A • ..... .Y/0 .6.4,..00tt .•u's IIIlbN ,.• ^... ....1...- : •. • AO(ASE0. itri. ✓ATM.] .N••• .t BE uviAttama.7� ..+�•a /o.4r...A i "CAC -. 471/MA K.- A1CA'OOCC A14/A•47�7"AS _ •r . W. 77.-.G 4.-Myra. -. Y LOA/11724/4.774),./ L'Y•6AtuanON AatA 70 se 40•M0A70o ..r..• n•..•A,r • • • . • • , • •� •✓ AI(OtI AO)rg / 5.ar.WA mu. ,Y/P1 3)001-7 o a • Al AwA ht7•.f*04•7 GOA/ f/Nir.S AH /coca.. 7a . • S.•ll ,t• / MASS • fi r �� CIAMIAC70[ 70 assar-Irsaa-• �!.;..• .•• . /.• •q� . • • Q •.•. •.• . • I, L. AL.. ••�! tY1'f ca..1esE ro1/N1.G7D.t RES/buYAC• Apt AQy6R wlF.K..40 AWL 70fAA/J /7701 0A 6RAOES 54.10 CaWfra/rS .5 44 60S. COfA(SL Ar00YL/• 7• U•■ 1.-/4.447 A.5 w Ae• •✓*Ls. AS FINAL OR.aO/NY AM0 t O'5-i 0O R .0.W. Axes N,71A /N "Ar70040-0 .0 1377L/G77S../ LA•r /7.. ••tb1•3t0 ea1/s7RUc7O1 L/M •T . L�q /O 7D ae \ ` ' NIL.✓ / u � 0• L4 \ Ishe=ete WISMeM lS =AT. •••WN .•11/•te1•S7M•TS•W*T•q•..W.A• •e1111LO1NS• 4.. • • • ...• to • •, 1 r:7.... . ...,,,,,,, , 2 ........ ; , ; .,,,...,....:„.... 1. 1 • ff / • /✓•Jl � y / � /•l _� ••••••.. ID ea 'I „MIMIC AO - : a• . •••••••••• ANMINS + ..Gti.fe•o•/ /A.Y.•sA 5 I/' es AN a•eFlr.s.! y 3 d ANNAIr /CNN/ 4 577101••1 //1106 7D AMy e.re .(7/0A/ - 1 - -r AOA100 Alb AAVAISN1114 u: .. fJ .WAiwlV 5 .44:0 7Atr/41(A7I Av7D ifrO7LwII. srsi AMNM sYAwr. A.r •.• - r William G Teufel I Associates. Inc.. Landscape and God Course Architects + + + Airy A111 M.N1L A•rt. (Srmsa s. As OA_WAd ..• n N, •.. S ••.• 5•Nrie'.: /Q77 0✓ ••c 67=10/100. ( A n.• • e .a v1.34.+•ve•A.4/40t$ • in.. ..• ... IrC .ar. `.• ...• u.• ,•.• 4a• •• v.•�ar • • n.• • .o- r • - r- + •A• v.• u, n, •.• .. C:)• • aloe t• .• a• • b• • \ • 1 1 • .. »A. ' V.. .., w. p.. ;•. • C... E.w Ctt 1R. ea 370YLAVL•0 S54.5 05 C) 0(16111.1. ..AQE A ec.11SD .tae 1va_.. NS. .5011.11E5C.s 0. A,A.+' ,40p/n0. /AL -- 70 a1E•.e04a7 •.d0 - ^01101 61r-Ea. • AAA rG...A A..4E 5QS + ,na re..+. /N R•O• N. Aa.47,0•/ Win/Pre../ c.N 1A,G ATAr W L // /4 rrS. 211111.4.• 4». _ 10 t om"' T/TLE AM`17ses C0.13LfLLS•04/ O Yaef A*C-41 e eca:c 5 N/7W AV AX. - £O 7D A757 n.?••..4.1k 4FM✓•11S. • N,• ., ••.. •4• • sJ ('� n .• •T�y 21r, ar 1 \.. ' 1 \ ...'P• 1 n1 .. 7t. • . Iat rte .."." .. TAMA •1 '' :,„ .# • ,.N.... , t .' "?" . t 5 . 7 2- �� - we...soot M6t Mr sr SE B .ONA - er eM i Amoroso:0 •• 1•r C01S 4G7426I . o 1 EY.•57 /A/6 GOA/Oi7i0. /i /LLi4W ' 6' moticE r /A•+rAUtlw./J 2 £5/67 /N• CeNVO/TiO 13 /CLEAR /.KS 8CNe0U•Z [6+oc N.arJ 3 a /re PLAN AAS OR5W /Ni 6GNGOdLE C • 7Z PL 4/ ...o O/tA4444 SCi4lE/k/L•4'` rsAC1. Alva) . r ' - 5 /,tR /E.AT /OA/ /�t �1n/ C.n'eA✓.CS..NJ 6 /MAC /G.977CW /LA1 n• Ow.. Aivs) 7 / /oA/ D57&/L.5 S LANOSGAPE PL4Nh7NG PLAA/ Cfmrice xAAV) . 9 LAA/0.5C.." • PL.4A/ (8AG.0 A1,..S) 6.tAG/NG Ij Et..51/A710l/3 ' t Ib)/, /77 ../ /6.. 7s.s 11 G.cAO C O 10 I5~ aSae2Ms.' IE! 12 root" 0 /A/G. 9 ELGVATAaA/3 Z ti A•O !.. ISANIM.! 5... ...w /Wm s.t3 .- 13 (stAD/iV I) EC.Gi//i770/VS IN/J/ ANY 'SAN 77AS. 1< /M/ 5710 M47 ..AG • 1�WX4Y.E V rr.N /7s.• /e w• 7 s - 15 /A '0.c7eO AwA-MT,44c- AAA / /1W NAN /SA+ fata,s•zs. our we 72Ea 16 4•44a272• ,44A7=/t /55. y L14A /NA6. Aar./#I ,Z >• ••• /A r •5CY5. ? 1a. AA.M..77MIES 17 /A taCT!-0 h14TG/VAL 4 zyl* /NA6 . /s).. A.. /e.. 7MIS • 1•• 5.5.5.1 oat A500arz /.OJJ7A4O •700C er o7rs/r. • 4 Existing Conditions /Clearing Schedule Foster Golf Links Restoration...,; 1• • . 1 ci Er 3 II. 41. 9'7 .. • r` . --- / • . / • • /"-- •■ / g ‘ • . ( ..-----.. \ < \ / t - ' •,..............„ \ . ■ -.----. 1 \ .....J .., \- - I \ ..//•■•• •••14. -- . Lr. ..o.. • -- - \ \ '* t• N. . \ Aec PZ..407A6 fritIOV WOPMV Cef4Pik7b.! 44003 aAM/MG 7C+ cowlitEnso &Nff d� acouNuiff-x"-e Aimanocamtao.sTaisays-WAITIEPI•IIEW•01 INIUSLOWN& r j zi Landscape Planting Plan Foster Golf Links Restoration , Melni&&10.&& mow- & IsWgILBTE WISM'At'S ISM9T. • P/411151 I PANT he4'/1/4./.0 SeatieL 41107 44 677. 16/4E —. 717" —. • N- .eaNv M. ACM /"TOK/OL ."401P1,14. AI ~WM" 13r OleXI. e./ASA ovre-Yessrers • Ay Www. cm/ AittulK14 AliellOWIL.,.// SW efele- CAW alce..714 ..fAked..ebte AID 71Nds dry- awr 4PA1.40444 ~P.M AnetieW *WC ..A6,11.3 Alle.....a.al usvormeams as .m.-4.40,- A0473•4~... ,frooft.r 71 I.V...&&• CID .4nuls. AO- ! cdcezu ims.vces • 141 so 40 •!/ moo reitgolOr J .1.4" 5l 001,44.•• ALK leftref ZOO 13 • NWT been I34.6 GOLLeclEN, ale . AAOSeJer Ake .4644341aW emir 44p.v..4.. *mow - 40 "(L, .1 14.7LOWN.44,' Allid~.21 .t • WAIITGA•lee -,er*44. S •errav- avve..14..e.ositailio.le ALL *mar ms•ow....dae wow Naorser .o9reuse (;) APIMILAIS 7/WW/411400.11 40~..41. JJCSAIGV , /. 1 &/ 0.07. Plefr.7 ACIPAirer KO ralr 434.13 LOILACPX/0"40 Ne.e= 44411 asamoN/ qjto •IDOOOMWACIOLIAI 4711K140 dosayr -A mom.4. 'a' lede Mese aid Ape asorweivf . de ArAmordarrAw.SiVolaMil Mt ‚'so aswiwilos .. • r` . --- / • . / • • /"-- •■ / g ‘ • . ( ..-----.. \ < \ / t - ' •,..............„ \ . ■ -.----. 1 \ .....J .., \- - I \ ..//•■•• •••14. -- . Lr. ..o.. • -- - \ \ '* t• N. . \ Aec PZ..407A6 fritIOV WOPMV Cef4Pik7b.! 44003 aAM/MG 7C+ cowlitEnso &Nff d� acouNuiff-x"-e Aimanocamtao.sTaisays-WAITIEPI•IIEW•01 INIUSLOWN& r j zi Landscape Planting Plan Foster Golf Links Restoration , Melni&&10.&& mow- & IsWgILBTE WISM'At'S ISM9T. • P/411151 I PANT he4'/1/4./.0 SeatieL 41107 44 677. 16/4E —. 717" —. • N- .eaNv M. ACM /"TOK/OL ."401P1,14. AI ~WM" 13r OleXI. e./ASA ovre-Yessrers • Ay Www. cm/ AittulK14 AliellOWIL.,.// SW efele- CAW alce..714 ..fAked..ebte AID 71Nds dry- awr 4PA1.40444 ~P.M AnetieW *WC ..A6,11.3 Alle.....a.al usvormeams as .m.-4.40,- A0473•4~... ,frooft.r 71 I.V...&&• CID .4nuls. AO- ! cdcezu ims.vces • 141 so 40 •!/ moo reitgolOr planting detail new restrooms foster golf course 196101 TE weQMs SEAM. •. 111•1, .w1e1S.SY0U.TS•WAT.w•S.W.w• •MJILOINS• c7. =tt-0 FOSTER GOLF COURSE Al ALPHA ENGINEERS INC. spelwavonnsowsTARTATATTLL mum RESTROOM PLANS, ELEVATIONS 9 NOTES is Y1 MUM j -E XS 3 144' Al M DOOR ER FRAME ( uuDE LiLE 0 (Oo0( 55140 - -. I0.541ATICL• Witty Ru oz. * i I4 .LRL./ 51L►1U '� 7r PAD EL Flu FLIC CURE • -0 - (Tt (A'2hu15ED) z 1 � 5o 1I.061IT TOP (4 F'6.LC(si) RIDGE 0.1.0E - FLOOR PLAN N.T.5. 4' COLIC 1155149 14/ ,.G•W1 (4 14F. OVER 4 0.l* VP (G' 14454E0 uZ.IVEL II L EX STING SLAB /FOUNDATION PLAN N.T. 5. TeL 3.311 5 4 4' ROOF FRAMING PLAN NT5 ' ^3 11M DATE 0 fRAME 1J/ ■e•.14• LOUVRE ( uuOERCUT R Lbf I / OVERIIA4JA c1. LR W/LE. 0.4 0 EL7 rustsAL 10'. •STUD C1P MI w510E MIA(. 1z FN. FLR. 7cILIGNr cTYP) Es(, TRIM I.LTRIM- 70 - A511 Tru PI.YW000 '710111[, (T(PICAL 011 PAL ETTERIOII 1st.. TRIM SOUTH ELEVATION NORTH ELEVATION N. T. 5. 4 12 - 4C.YLIC,1•Ir (TYP) 'll WEST ELEVATION I/4•• I'• p• EAST ELEVATION I /4 •. 1 •_ O • SCYLIC sIT Cr(?) 2 114 I •' S61EET GisJ IJ T rOf CURD& _ • I(U'•6' flu FS.R tj EL. •10010'4' - TI - II PLY.4000 1 •42+14 SHEET METAL GUTTER y 1 1 Co TRIM - - TI- TI PLY,.ICOC 000(^0( T0. 1-E N RIGA 8 (H C LETTERS I PL11.10w ■-mr.-I(.l TOP OF PLATE EL. • 109'-4' TOP OF PLATE EL. - IOr =O• TOP Of CuR5 EL. - IQ5'-(.• FIAT. FLR - EL. • (OO GENERAL NOTES 1 (010 0.110.• W1LOI4 Amt. 1116 EDITOR) • =)1/4t1 DI IM 0. CO*SlIDETIa 011 • .I0. 1 : 0 ' 1051• 7011(11. Lm 10.101.1. 0.a 600 (S 911 MAD LOAD TOTAL 111 011 * 14 LOW PO P6? 14 LONINA41011 51114 1(111? NO 0011.1 OI.L.SIO.S * 0 0041110.6 S10*1 0. IMPLIED 01 T4 001+14$ 1(0 SP(1(11(0110.6 *5 All AS 14 1116114 1110 L10 11111(4 [0101110.6 OF 14 SIT *. 411,? 1414E1 0 /O DISL1(P4CIES 11100 10 SlUT Of 101 TONI: ST1010.01 1141 0* LUMEN I0 II 611(56 7010( 40.71. MORETI OR D OUGLAS 111 -L*1(1 10111 75 FOLL0.K: 411: 0.1(1(11 p.[: 11: 1(11114 TOLLS 41.111 4 2 IOW psi 101.1( *114 PMT11104 41.(Il STO. •5:5161 ILL 0(4. (111(1 41.111 SID. ON KIWI TOP 1/0/1011 PLATES 1 10414 SALES 41.111 4. ( 100 ,T1 "REPETITIVE 1[4(1 DVS 4700 RE11I4 CO 01 INSTALLED *11011 (• 14 (080(01 TO BE 11(5641 1411(0 11100014 TO OK 514040 15 -I?. 50.10 40[(14 CS 41 LESS TIM r 00111465 5*41 K 1101110011 40 1E*114 141*16 Cr 000661.5 (TIM MOOR 1410 TO II SIC 0114151 AT 1 -0 OC., *11181114(0. sell r. 4l 414 /0.114 *4.015 STOW ON 04.141 614( II AS RAMS 1(1UK0 VT P. 1. 1040* (0e41.. 0. *10001(0 (OI4 1. m 1111006: SO4L K 11010., 44441010, 1051180 10 111 14 01441010 14 LOWS 141(01(0 Cr l4 PLANS. 015161 5141 1( II 1((0.0510.0 *1111 *LL0 111( VALUES ASSIGNED IT 14 1011014 (005 O1(I(14. (0 0(11 106161 0401L1((006 S10*111 111(104 0.101. 4110. 10 5(6 40 STRESS 011110 PO4015 Alt TO K L1101011 1100 1(00.61 101 1.116S 1051(1 TAT 105161 OF 14 11E6S 15 10 K 0*. TAT 51/1111510111 • 111 Pt(I(SSl01.1 (KIWIS 1114 STATE 0/105111410/ 41 MK1464UU u u 41 M11•T05(1's u L*I0(41T101S 75 *11.0((0.? (414(1. /. 010111/1110 10I11LS 41 5.04014.+161 141 11 (015010140 0014 10.1411 510.00.05 OF 14 14110111,!510!4 (010. 111141 41114. M(06 01)(11100 101(0. 5141 (04001 TO TAL11 15.0 0.4 0.1.. 1 000(111 CD1/II(0R: (0.114:10. S14L 1(1111 ALL 0110.51015 IR f TIED MO 5141 407110 *0.01011 5113114 14 11414 OF ALL $111010.4 44(75 01114 L0.STl0Lil0. 10.014100 STALL 41111 (414(110 AL1 11(10 (10416 1110. 10 4STALOATI01 P. (ARTIas 0AL0 4 * I1CTROOLI6 . Pq.[UOICS II 1011FO11 01S 411. 10. 01 00.111•4: 54111 FILE IS) SITS OF 140 0110145 F01 *1P404 11101 TO iwlt0T101 FM. 800 TROLLS. 7 DO NOT SCALE - DIMENSIONS GOVERN • 4J�w�La w 'qS City of Tukwila Z 6200 Southcenter Boulevard G) Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor ;1908 PLANNING COMMISSION /BOARD OF ARCHITECTURAL REVIEW February 26, 1987 8:00 p.m. - Council Chambers in City Hall AGENDA h VI ITEMS FROM THE PUBLIC VII ELECTION OF OFFICERS VIII DIRECTOR'S REPORT IX ADJOURNMENT I CALL TO ORDER II ATTENDANCE III APPROVAL OF MINUTES: January 22, 1987 IV OLD BUSINESS - PLANNING COMMISSION A. 86- 50 -SPE: Nendels Inn - Requesting approval of a 25% increase in sign area for a readerboard. B. 86 -65- CPA /86 -66 -R: Kato - Adopt findings for Compre ensive Plan Map and Zone change. V NEW BUSINESS - PUBLIC MEETING - BOARD OF ARCHITECTURAL REVIEW A. 87 -1 -DR: Radovich - Requesting approval of approx ately 5,200 cubic yards of fill. , 85-02 -SMP Tukwi l a . P. ar.ks /Recreation ;.; Department ;: quest i ng ,a � re.v,i si on to .. the 85.- 02 -SMP . to relocate:.: and: _ r.eco stru`ct the restroom, on' Foster. Golf:' Links. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor Mr. Matt Harris Right -of -Way Section Municipality of Metropolitan Seattle 821 Second Avenue, M/S 66 Seattle, WA 98104 Dear Matt: RF /sjn cc: Don Williams tit C ^..'ri:.L+l•L.�VAL.::I February 20, 1987 This letter will confirm our telephone discussion of February 19, 1987. As the issuers of the permit, Tukwila desires to revise 85- 02 -SMP (METRO ETS). The Board of Architectural Review hearing will occur on February 26, 1987 at 8:00 p.m. The permit revision enables the new restroom at the Foster Golf Links to be built as agreed to by contract by METRO and the City of Tukwila. As . you know, METRO's contractor destroyed the original restroom, which it had agreed to relocate. METRO and Tukwila have subsequently agreed that METRO can fulfill its responsibility regarding the restroom by pouring the foundation for the new, larger structure. Tukwila will then build the facility. Please call me at 433 -1848 if you have further questions. Sincerely, ecL Rebecca Fox Tukwila Planning Department w W r•aaa..'..wo.urwa......n..rn.ra n»wvrFKInFL,'.�.a. CITY OF TUKWILA Central Permit System 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 Bs1P a CONDITIONAL USE/ Q COCJPERAT I VE PARKING USE NAME g Ib �P�c v c37drs ADDRESS 60 Sou >l c et, 7`e. MAI NAME c: y ADDRESS 6?- ,Se e/1/et PROJECT LOCATION: (STREET ADDRESS, GEOGRAPHIC, LOT /BLOCK) G/ 4/aou-!G APPLICANT: PROP. OWNER: /3 �K`fC ✓ ur�ilit /f(/� .JC.1. SECTION II :. PROJECT INFORMATION 4) DESCRIBE BRIEFLY THE PROJECT YOU PROPOSE. /1 SIm d- // c4.4vocl.G-h_ ✓ ef4rX - oo w-•. 647+r ✓ ro 'CrJ 44/ h K t S 0 77 Edu -r fir � it 6 o GC o?S k m e..f �vvs►. e*n J J'iil�l. ANTICIPATED PERIOD OF CONSTRUCTION: FROM /--4 ro-, /9Y7 TO / .-fa /9T7 WILL PROJECT BE DEVELOPED . I N PHASES? ® YES ONO I F YES, DESCRIBE: ‘44:l 5) 6) PROJECT STATISTICS: A) ACREAGE OF PROJECT SITE: NET 7/ izc ✓ c,! GROSS 7/, c ✓‹/ EASEMENTS /Y,� B) FLOORS OF CONSTRUCTION: TOTAL # FLOORS / INCLUDES: O BASEMENT ['MEZZANINE 0 BASEMENT [,MEZZAN C) ThIS__ ^ y �s Novut`• ILL . r: r " a - S e_ SITE UTILIZATION: ZONING DESIGNATION COMP. PLAN DESIGNATION BUILDING FOOTPR I NT AREA ❑ oZ sC LANDSCAPE AREA PAVING AREA TOTAL PARKING STALLS: - STANDARD SIZE - COMPACT SIZE - HANDICAPPED SIZE TOTAL LOADING SPACES AVER. SLOPE OF PARKING AREA AVER. SLOPE OF SITE 8) IS THIS SITE DESIGNATED FOR SPECIAL CONSIDERATION MAP? OYES ❑ NO SECTION III: APPLICANT'S AFFIDAVIT , 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. SLBSCFt I de.: • . AND SWORN BEFORE ME DAY S u PBLAT Lj SUBDIVISION EISHORE L I NE D FRO ° PMUD P RMIT v Kff e Al -.le Gc.* 7 c7d ✓, Gs4 r- � O r D s, .l €4" TOTAL GROSS oZ 5V, ?f-1 NCL.UDES : FLOOR AREA EXISTING PROPOSED R-A 1 0 / 1/74 /OOPr) JP7 ea DATE /" e . /O / 5:; X , 1 9 E_( . THE STATE OF WASHINGTON 0 VAR Q ❑ ❑ -Q- ❑ 19•- ❑ Control # File #(s) Fee(s) $ Receipt # CHG. OF QCOMP. PLAN ZONING AMENDMENT NOTES Hv cG, a/-7 f fa INTERURBAN TELEPHONE ( to6) 4 1 33 —AP y j 7 ..s ,M ZIP 24 -mr - - TELEPHONE („?OG) ie.??- - /fOO /r��[ ✓i Z IP Ar /rAiP ON THE CITY'S ENVIRONMENTAL BASE (SIGNATURE OF CONTRACT PURCHASER OR OWNER) r CITY OF TUKWILA Central Permit System MASTER LAND DEVELOPMENT APPLICATION FORM PLEASE WRITE LEGIBLY OR TYPE ALL REQUESTED INFORMATION -- INCOMPLETE APPLICATION WILL NOT BE ACCEPTED FOR PROCESSING. SECTION I: GENERAL DATA pp REVISION TYPE OF APPLICATION: D BS'P D P eLA 0 SUBDIVISION CDs E PERMIT CONDITIONAL USE/ COOPERATIVE PARKING ❑ UNCLASS. USE APPLICANT: NAME METRO ADDRESS 821 Second Ave., Seattle, WA PROP. OWNER: NAmE SEF, ATTACHMENT A ADDRESS ZIP PROJECT LOCATION: (STREET ADDRESS, GEOGRAPHIC, LOT /BLOCK) LEFT BANK OF THE DUWAMISH RIVER FROM THE SOUTH END OF THE FOSTER GOLF COURSE TO THE RIVERSIDE INN.. SECTION 11: PROJECT INFORMATION 4) DESCRIBE BRIEFLY THE PROJECT YOU PROPOSE To modify treatment of top bank as follows: 14' wide dike road, northern 125'• 4' wide earth berm, next 374'; 8" wide concrete wall, last 92' all varing in height from 2- to 4 feet. 5) ANTICIPATED PERIOD OF CONSTRUCTION: FROM 10%1/86 TO 11/30/86 6) WILL PROJECT BE DEVELOPED IN PHASES? OYES am IF YES, DESCRIBE: PROJECT STATISTICS: A) ACREAGE OF PROJECT SITE: NET GROSS EASEMENTS 0.33 B) FLOORS OF CONSTRUCTION: TOTAL # FLOORS N/A INCLUDES: 0 BASEMENT OMEZZANINE TOTAL GROSS N/A INCLUDES: O BASEMENT [J MEZZANINE FLOOR AREA C) SITE UTILIZATION: EXISTING PROPOSED NOTES M-1; R -A SAME ZONING DESIGNATION COMP. PLAN DESIGNATION BUILDING FOOTPRINT AREA LANDSCAPE AREA PAVING AREA TOTAL PARKING STALLS: - STANDARD SIZE - COMPACT SIZE - HANDICAPPED SIZE TOTAL LOADING SPACES AVER. SLOPE OF PARKING AREA AVER. SLOPE OF SITE 8) IS THIS SITE DESIGNATED FOR SPECIAL CONSIDERATION ON THE CITY'S ENVIRONMENTAL BASE MAP? 15 YES D NO SECTION III: APPLICANT'S AFFIDAVIT I , v Gc 5 a 1 /4, 50 / h Pry , BEING DULY SWORN, DECLARE THAT I AM THE AGENT 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. L DATE i i i f i{ (O x 2 ) 1• ` - T r (SIGNATURE OF CONTRACT PURCHASER OR OWNER) SUBSC! I BED, -f ND SWORN BEFORE THIS _ — ^, C)AY OF ._.7Cae•K , 9.6. NOTARY PURL I ? IN Ay4 FOR THE STATE OF WASHINGTON RESIDING AT CF4?TtiS 0 VARIANCE N/A N/A N/A N/A N/A Control # File #(s) Fee(s) $ Receipt # PRD DPMUD D CHG. OF COMP PLAN ZONING AMENDMENT TELEPHONE TELEPHONE ( 206) 684 -1336 ❑ N/A ❑ ❑ ❑ REPLACE EXISTING a ❑ REPLACE EXISTING NO CHANGE INTERURBAN ) ZIP 98104 V4k4 CUAN4 jai 4i&AWIP44".. Mfm vw4.1,.,,w...•. .«na,,,, ..sfor6m.n4mZut,.gnt- XXVI 4a;:;:ct= i fgOk "Gk's "...�� a :+h;. f . ATTACHMENT A 2 , .W�tvnhrr.- . y,;..: 1 ": .;cv! 4a i;7^u:�. s.�;ta: «,+u��� :';�iTr.:.�,•: The Municipality of Metropolitan Seattle became a municipal corporation by Chapter 213, Laws of 1957, State of Washington. RCW 35.58.320 gives metropolitan corporations the power to acquire by purchase and condemnation all lands and property rights which are necessary for its purposes. CITY OF TUKWILA PLANNING DIVISION STAFF REPORT AGENDA ITEM SMP- 85 -02: Metro Effluent Transfer System INTRODUCTION Metro is seeking a revision to Shoreline Management Permit #85 -02 -SMP in order to modify uses incidental to the Effluent Transfer System. This permit was granted in April 1985, and authorizes Metro to implement the expansion of the Renton Effluent Treatment Plant. It permits construction of a 12 -foot diameter pipeline to carry treated sewage through Tukwila and on to Puget Sound. The entire pipeline alignment runs east of the Duwamish River to east of the Foster Golf Links, then west through the golf course to Interurban Avenue South and then north along the east side of the street. Metro is currently proceeding with pipeline construction and mitigation activi- ties. Now Metro finds it needs approval of an additional portion of riverbank/ - dike protection which was not contained in the permit because the need for that protection was not then known. FINDINGS 1. Metro currently seeks to modify the design of the dike bank protection for the west bank of the Duwamish River, running from the southern end of the Foster Golf Course, south to the Riverside Inn. 2. The shoreline protection plan approved in SMP -85 -02 includes a riprap em- bankment and an adjacent 14 -foot wide access road approximately 400 feet in length. The proposed revision retains the 14 -foot wide access road dike for the northernmost 125 feet of the area. At that point, the access road is replaced with a 4 -foot wide compacted soil berm which runs 374 feet to the edge of the candy factory property. Then there is an 8 -inch wide, 2.5- to 4 -foot high reinforced concrete wall which runs for 92 feet along the emer- gency exit for the Riverside Inn. 3. In the proposed revision, the access road /berm /wall treatment runs a total of 591 feet along the river. This is 191 feet longer than the 400 feet originally proposed for the maintenance access road alone. The revision is being requested to minimize use restrictions and reduce the visual impacts to the privately -owned property on the west bank. 4. The access road /berm /wall raises the elevation of the bank to 20.5 feet as recommended by the King County Department of Public Works and as approved for the access road dike in 85 -02 -SMP. .__ ............ .....,,....w�.,....,.,...:�+oc. mar ,�..^r.,,Y�a� ;a`:SU;`,•sr. :;; . BOARD OF ARCHITECTURAL REVIEW SMP- 85 -s2: Metro Effluent Transfer System Staff Report Page 2 5. The surface of the properties will be res ored in kind, i.e., grass seeding on the golf course and Aliment property, 'ark dust on the Haggard property, and crushed rock on the O'Dell property. 6. The original and revised stabilization plans provide adequate protection to the top of the bank. . The proposed revision does not change 'he approved bank protection plan below the top of the bank. 8. The proposed revisions do not alter the approved riprap protection plan. 9. The original and proposed bank stabiliz.tion plans have been designed in compliance with King County standards is protect the bank area from the effects of a 100 -year flood. 10. Metro, the lead agency, has found that t e potential environmental impacts from the revised plan are "substantially similar" to those associated with the original permit application. Bo h plans would cause temporary construction impacts. 11. Our reading of WAC 173 -14 -064 and review of the project file indicates that the proposed changes are "within the scope and intent" of the original per- mit. This was confirmed by the Washingto State Department of Ecology. CONCLUSIONS The conclusions drawn in the initial Staff Report (04/85) for 85 -02 -SMP are attached and incorporated herein. RECOMMENDATIONS The staff recommends that the Board of Archit ctural Review approve the revision to Permit #SMP- 85 -02. EXHIBITS A. Proposed plans. B. Letters from Gregory Bush and Susan Solbe METRO Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle, WA 98104 -1598 October 15, 1986 Dear Mr. Beeler: Rick Beeler City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 CITY t7p Itil LA OCT ZC 1986 BUILDING DEPT, Metro staff has reviewed the proposed revision to the Renton Effluent Transfer System (RETS) Duwamish River bank -top stabilization in Tukwila and has determined the revised plan would have substantially the same impacts as those from the original stabilization plan. Furthermore, we find that the impacts and mitigation measures of the revised plan have been adequately addressed in the Renton Effluent Transfer System final EIS and final supplemental EIS, subsequent addenda and shoreline management permit. Metro issued the final supplemental EIS for the ETS project in 1984 addressing several alternative alignments for the pipeline. An addendum to the supplemental EIS was issued in 1985 specifically identifying the Duwamish alignment, including the river crossing in Tukwila, as the preferred alternative. Several addenda have subsequently been issued. The original stabilization plan was approved by King County and permited under the City of Tukwila's Shoreline Management Program. The supplemental EIS and subsequent shoreline management permit propose shoreline protection for the area of the Duwamish River crossing to reduce both construction - related and long -term impacts. The pipeline crossing and river -bank stabilization have now been completed as permitted. This proposal is a minor revision to stabilization of the top of the bank. The proposed revisions do not alter the approved protection plan. Both the original and revised plans would provide protection to the top of the plans have been designed in compliance with standards. riprap bank stabilization bank. Both King County The original shoreline protection plan includes a riprap embankment and an adjacent 14 -foot wide road approximately 400 feet long dike road. The revised plan would substitute an earthen berm for a portion of the riprap embankment and construct a retaining wall to the Riverside Inn, south of the candy factory. ;'r R. Beeler October 16, 1986 Page Two The berm and wall would raise the elevation of the bank to 20.5 feet, as recommended by King County Department of Public Works, to protect that area of the uplands from 100 -year storms. The earthen berm would have a base of about seven feet in width and a top about four feet wide. A flap gate would also be built within the berm to drain the candy factory parking lot. A riprap facing would be placed on the berm providing a connection to the riprap shoreline protection already in place. The 14 -foot maintenance access road would be substantially shorter in the revised plan (about 125 feet in length). The potential environmental impacts from the revised plan are substantially similar to than those associated with the original shoreline protection plan. Both plans would cause temporary construction impacts. Temporary construction impacts include dust and other emissions from construction equipment and materials, noise from trucks and equipment, and possible increases in sedimentation in surface runoff. Mitigation measures to reduce the impacts from construction of the revised bank -top stabilization are similar to those for the original plan. Dust and other air emissions could be reduced by appropriate "housekeeping" techniques, such as requiring Metro's contractors to operate well maintained equipment and spray dust supressants on stockpiled berm material. Other measures are to emphasize electrical rather than petroleum - product powered equipment where appropriate. Noise impacts would be minimized by requiring the contractor to abide by the City of Tukwila's noise abatement guidelines and scheduling work during normal working hours. Measures would be taken to reduce sediment loading in runoff such as hydroseeding and landscaping the berm as soon after construction as possible. The reduction in the length of the maintenance road would reduce impacts to nearby businesses. The maintenance road in the revised plan would constructed through fewer property owners' shorelands. Visual impacts on businesses along the area resulting from the road would also be less in the proposed revision. ' : f4 :43 4h:4'sVSl= F tai '.' 'J' ° :,4J :iw ?:s3.:':'„y'C'razW,U.... .:: ta? "•:.'MArlaidi ". al 5:4?XSS."v''d:"d_t 6'. M WiSiriu?:'M4:"o-53.G:JiNL'Siiwrz Tas 4arrPS?C±a % R. Beeler October 16, 1986 Page Three In conclusion, we have determined that existing environmental documents have adequately addressed this revision in the work program and no new SEPA documentation will be required. I hope this information is helpful for your permit review. Please give me a call at 684 -1164 if we can be of further assistance. Sincerely, Gregory M. Bush, Manager Environmental Planning Division GMB:dwa JmETRD Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle, WA 98104 - 1598 October 15, 1986 Mr. Rick Beeler Planning Department City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Dear Mr. Beeler: Request for Revision: Shoreline Management Permit #N590 -14 -5489 Application No. 85- 02 -SMP Metro's Renton Effluent Transfer System project is authorized by the City of Tukwila by the above - referenced permit. This letter requests a minor revision to that permit. That revision concerns a modification to the design of the top bank protection of the left bank of the Duwamish River from the southern end of the Foster Golf Course, south to the Riverside Inn. Attached are drawings showing the site location, the approved plan under the above - referenced permit, and the revised plan. This revision is requested as an effort to minimize the restric- ted use and visual impacts to the privately owned property along the subject area of the left bank. The design of the permitted river bank protection was in conformance with King County design standards and approved by the Surface Water Management Division of the King County Department of Public Works. This proposed revision was also designed in conformance with King County design standards. The proposed revision makes no change to the approved bank protection plan below the top of the bank. At the top of the bank, the approved plan shows the rip -rap rising to elevation 20.5 with a 14 foot wide shoreline maintenance access road at that grade which tapers off and meets the existing grade. The surface of the access road was crushed rock and several trees were to be removed within its path. This would create a 14 foot wide, 2 foot to 4 foot high crushed rock dike from the southern end of the golf course through the parking lot of Roger's Candy Company. ,W. r � >n • t. ; i +lH rr,.,Jw. , � �.. ,.�, :7 r i�> Uwv! • •l : i•4 °ia.'I�A.cti ^s:.i4.•. c 1{Y.��IflY � v,�'::! QF " :.]„'�� '�� 'i, �e �,�yr�- �•�t;�� Ai tl .'� .-; MS. .;,��e +a.- .caru',cx�'� ,�: r "fH?Ka� ti ,.t ton�,a �wkJ: 4G�!:, '�..!�.::s��.:,'`���:ii�:i'1��" !.;5.�'L A.,adlta,� t s��as ;.,,.t:: :::tk� : St:;y:.�rf� h. ti, �G;! w'* k. vi�tkA .;ra'ar.G�,nt:.e'z�f'•.5�•.��ty n" 1: �: ��f a�:`;: �1,,, r. w,.... �..:.,. ,c,RS..:;.5:�'..,.,._..3_..:,.. .: a #._,• ^` . �,I<x Mr. Rick Beeler City of Tukwila October 15, 1986 Page Two This proposal retains the 14 foot wide access road dike for the northerly 125 feet, replacing it with a 4 foot wide compacted soil berm for the next 374 feet or to the southern end of the candy factory parking lot, and with an eight -inch wide reinforced concrete wall for the last 92 feet, along the emergency exit route from the Riverside Inn. The above will all be built to elevation 20.5,. or 21/2 feet to 4 feet in height. The surface of the properties will be restored in -kind, i.e., grass seeding on the golf course and the Aliment property; bark dust on the Haggard property; and crushed rock on the Odell property. Please call Mr. Mat Harris at 684 -1371 for any further infor- mation or submittals. Very truly yours, 4-644-%-2r. Susan M. Solberg Right -of -Way & Property Supervisor SMS :mhr Enclosure 12/02 TO: FROM: DATE: SUBJECT: Attachment City Of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1208) 433 - 1800 Cary 1. VanDusen, Mayor MEMORANDUM Jack Gonsalves Rebecca Fox R5. March 19, 1986 ETS 4 -B Shoreline Permit Status Per WAC 173 -14 -064 (attached), we will not need to submit a new shoreline permit application to Washington D.O.E. for the 4 -B project work. We will, however, need to revise Tukwila Shoreline permit 85-02-SMP to include landscaping information when this becomes available. Please provide us with the landscape plans and a text describing the situation when you receive them and the planning Department will process the revision. WAC 173 - 14460 Time rsq■ireasats of permit. The following time requirements shall apply to all sub- stantial development,, eoaditiosal use and variance permits: (1) Construction or sate aatia1 progress toward con- struction of s projeob for which. a permit has beta granted pursuant to the e be undertaken within two years after the approval of the permit.. Substantial progress towards construction shall include, but not be limited to the letting of bids, making of contracts, pur- chase of materials involved in development, but shall not include development or uses which are inconsistent with the criteria set forth in WAC 173 -14 -100. In determin- ing the running of the two-year period hereof, there shall not be included the time during which a develop- ment was not actually pursued by construction and the pendency of litigation reasonably related thereto made it reasonable not to so pursue: Provided, That local gov- ernment may, at its discretion extend the two-year time period for a reasonable time based on factors, including the inability to expeditiously obtain other governmental permits which are required prior to the commencement of construction. (2) If a project for which a permit has been granted pursuant to the act has not been completed within five years after the approval of the permit by local govern- ment, the local government that granted the permit shall, at the expiration of the five -year period, review the permit, and upon a showing of good cause, do either of the following: (a) Extend the permit for one year; or (b) Terminate the permit: Provided, That the running of the five -year period shall not include the time during which a development was not actually pursued by construction and the pendency of litigation reasonably related thereto made it reason- able not to so pursue, and: Provided further, That noth- ing herein shall preclude local government from issuing permits with a fixed termination date of Tess than five years. [Statutory Authority: RCW 90.58.200. 80-04- 027 (Order DE 80-9), § 173 -14 -060, filed 3/18/80; 78 -07 -011 (Order DE 78 -7), § 173 -14 -060, filed 6/14/78; Order DE 75-22, § 173 - 14-060, filed 10/16/75; Order 71 -18, § 173 -14 -060, filed 12/16/71.] WAC 173 - 14-062 Applicability of permit system to federal agencies. The permit system shall be applied in the following manner to federal agencies on lands meet- ing the criteria of the Shoreline Management Act and the department for shorelines of the state. (1) Federal agencies shall not be required to obtain permits for developments undertaken by the federal gov- ernment on lands owned in fee by the federal govern- ment, unless the federal government grants or reserves to the state or local government, substantial jurisdiction over activities on those lands. (2) The permit system shall apply to nonfederal activ- ities constituting developments undertaken on lands sub- ject to nonfederal ownership, lease or easement, even though such lands may fall within the external bounda- ries of a federal ownership. (4/15/85) Permits for Detelopototts N Sks aRaes 173 - 14464 (3) The permit system shall apply to developments undertaken on lands not federally owned but under lease, easement, lianas, or other similar federal property rights short of fee ownership, to the federal government. (4) Federal agency actions shall be consistent with the approved Washington state coastal zone management program subject to certain limitations set forth in the Federal Castel Zone Management Act, 16 U.S.C. 1451 et seq. and regulation adopted pursuant thereto. [Stat- utory Authority: RCW 90.58.200. 78-07 -011 (Order DE 78-7), II 173 - 14-062, filed 6/14/78; Order DE 75- 22, § 173 - 14-062, filed 10/16/75.1 WAC 173 - 14-064 Revision to anistaatial develop- nest, esaiia■al rasa, mil varisaes permits. When an applicant seeks to revise a substantial development, con- ditional use, or variance permit, local government shall request from the applicant detailed plans and text de- scribing the proposed changes in the permit. (1) If local government determines that the proposed changes are within the scope and intent of the original permit, local government may approve a revision. (2) 'Within the scope and intent of the original per- mit' shall mean the following: (a) No additional over water construction will be involved; (b) Lot coverage and height may be increased a max- imum of ten percent from the provisions of the original permit: Provided, That revisions involving new structures not shown on the original site plan shall require a new permit, and: Provided further, That any revisions auth- orized under this subsection shall not exceed height, lot coverage, setback or any other requirements of the master program for the area in which the project is located. (c) Landscaping may be added to a project without necessitating an application for a new permit: Provided, That the landscaping is consistent with conditions (if any) attached to the original permit and is consistent with the master program for the area in which the project is located; (d) The use authorized pursuant to the original permit is not changed; (e) No additional significant adverse environmental impact will be caused by the project revision. (3) If the revision or the sum of the revision and any previously approved revisions pursuant to WAC 173 -14- 064 will violate the terms of one or more of the provi- sions in WAC 173 -14- 064(2) above, local government shall require that the applicant apply for a new substan- tial development, conditional use, or variance permit, as appropriate, in the manner provided for herein. (4) The revised permit shall become effective imme- diately. Within eight days of the date of final local gov- ernment action the revised site plan, text and the approved revision shall be submitted to the department and the attorney general for the completion of their files. In addition, local government shall submit a notice of revision approval to persons who have notified local gov- ernment of their desire to receive a copy of the action on a permit pursuant to WAC 173 - 14-070. (CY. 173-14 WAC- -p 3) 173 -14-64 (3) Appals shall be is accordance with RCW 90.38- .180 and shall be filled "Mils fifteen days from the date of receipt of the local 0everatatsets action by the depart - ment of ecology. Appeals shall be based only upon con- tentions of n0000aplluoe with one or more of the provisions of WAG 173 -14- 064(2) above. Contraction undertaken pursuant to that portion of a revised permit not authorized under the original permit shall be at the applicants own risk until the expiration of the appeals deadline. If an appeal is successful in proving that a re- vision was not within the scope and intent of the original permit, the decision shall have no bearing on the original permit. (Statutory Authority: RCW 90.58.030; 90.58- .120 and 90.38.200. 85- 09-043 (Order DE 85-03), § 173- 14-064, filed 4/15/85. Statutory Authority: RCW 90.58.200. 78-07 -011 (Order DE 78-7), f 173-14-064, filed 6/14/78; Order DE 76-17, f 173 -14 -064, filed 7/27/76; Order DE 75-22, ; 173 - 14-064, filed 10/16/75.] WAC 173 - 14-070 Nodes required. Upon receipt of a proper application for a shoreline management sub- stantial development, conditional use, or variance per- mit, local government shall insure that notices thereof are published at least once a week on the same day of the week for two consecutive weeks in a newspaper of general circulation within the area in which the develop- ment is proposed. In addition, local government shall in- sure that additional notice of such application is given by at least one of the following methods: (1) Mailing of the notice to the latest recorded real property owners as shown by the records of the county assessor within at least three hundred feet of the bound- ary of the property upon which the substantial develop- ment is proposed, (2) Posting of the notice in a conspicuous manner on the property upon which the project is to be constructed or, (3) Any other manner deemed appropriate by local authorities to accomplish the objectives of reasonable notice to adjacent landowners and the public. An affidavit that the notice has been properly pub- lished, and /or as applicable, posted or deposited in the U.S. mail pursuant to this section shall be affixed to the application. All such notices shall include a statement that within thirty days of the final newspaper publica- tion, any interested person may submit his written views upon the application to the appropriate local government or notify the local government of his desire to receive a copy of the action taken upon the application. All per- sons who notify the appropriate local government of their desire to receive a copy of the final order shall be notified in a timely manner of the action taken upon the application. If a hearing is to be held on an application, notices of such a hearing shall include a statement that any person may submit oral or written comments on an application at such hearing. All notices of applications for shoreline management substantial development, conditional use, or variance permits shall contain, as a minimum, the information called for in the following form: Peratids fir Devsiasrasata as Misname NOTICE OF APPUCATION FOR SSIOREUNA MANAGEMENT SUBSTANTIAL DEVELOPMENT, CONDITIONAL USE, OR VARIANCE PBRMIT (use appropriate) Notice is hereby given that (state full name) who is (describe relationship to property, such as owner. purchaser, lessee, etc.) of the below - described property has filed• an application for a sub- stantial development, conditional use, or variance permit (use appropriate) for the development of ( describe development. including uses) located at (give street address, if known, otherwise give distance and direction to nearest town) within (quarter section) of section of township N., Range W.M., in (city or town) (county) Washington. Said development is proposed to be within (name of water area) and /or its associated wet- lands. Any person desiring to express his views or to be notified of the action taken on this application should notify (name of local government official) in writing of his interest within thirty days of the final date of publication of this notice which is (date) Written comments must be received by (date) . [Statutory Authority: RCW 90.58.200. 78 -07 -011 (Or- der DE 78-7), § 173 - 14-070, filed 6/14/78; Order DE 76-17, § 173 - 14-070, filed 7/27/76; Order DE 75 -22, § 173 - 14-070, filed 10/16/75; Order 71 -18, * 173 -14- 070, filed 12/ 16/71.] WAC 173 - 14-080 Public hearings. Local govern- ments may establish a mandatory or optional public hearing procedure to precede the issuance or denial of substantial development, conditional use, or variance permits in order to allow interested persons to present their views. [Statutory Authority: RCW 90.58.200. 78- 07 -011 (Order DE 78-7), § 173- 14-080, filed 6/14/78; Order DE 75 -22, § 173- 14-080, filed 10/16/75; Order 71 -18, § 173 - 14-080, filed 12/16/71.) WAC 173 - 14-090 Filing with department and at- torney general. Any ruling by local government on an application for a substantial development, conditional use or variance permit, whether it be an approval or de- nial, shall be filed with the department and attorney general. When a substantial development permit and a conditional use or variance permit are required for a de- velopment, the filing of local government's rulings on the permits shall be made concurrently. Copies of the original application, affidavit of public notice, site plan, vicinity map, permit, and final order shall be filed with the department and attorney general within eight days of the local government final decision. Where applicable, local government shall also file the following materials required by chapter 43.2IC RCW, the State Environmental Policy Act; environmental checklist, threshold determination, and environmental (CL 173-14 WAC ---, 41 (4/15/85) >77,4 7;a7,77 �� ni''vrr�L r`n 4'k.nnQi 'i y Governor September 12, 1985 METRO Exchange Bldg. . 821 Second Ave. Seattle, WA 98104 Gentlemen: Re: COUNTY: Ring - Application No. 85- 02- " APPLICANT: METRO SHORELINE MANAGEMENT PERMIT #N 590- 14- -5499 $5`d - 6,3 The subject Shoreline Management Substantial Development Permit was received by this office on August 12, 1985 The review period by the Department of Ecology and the Attorney General's Office will terminate 30 days from the above 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, ECY 050- 1 -28(a) Rev. 11/81 Linda S. Rankin Permit Coordinator Shorelands Division cc: City of Tukwila STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PV -11 • Olympia, Washington 98504 " c . D.Q614113.0rEMQ05- Director August 8,1985 Linda S. Rankin Permit Coordinator Shrelands Division Department of Ecology PV -11 Olympia, WA 98504 Re: Shoreline Management Permit 85 -02 -SMP Dear Ms. Rankin: Enclosed is the Shoreline Management Substantial Development Permit 85 -02 -SMP. Please forward the enclosed application to the Attorney General's office. L. Rick Beeler Associate Planner /ks (METRO.SMP) ( #1) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 433.1800 Gary L VanDusen, Mayor i SHORELINE MANAGEMENT ACT OF 1971 . PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT NOTE - THIS PAGE FOR LOCAL GOVERNMENT USE ONLY Type of Action � I Range 4 East Substantial Development Permit (l Conditional Use El Variance Pursuant to RCW 90.58, a permit is hereby granted to: Municipality of Metropolitan Seattle (METRO) (name of applicant) Application.No. 85- 02 -SMP . Administering Agency City of Tukwila Approved X Denied Date 8/8/85 to undertake the following development: construction of wastewater force main, (be specific) Black and Duwamish River crossings, bridges, levees and riverbank protection upon the following property: Portions of Section 10, 14, & 15, Township 23 North, (legal description, i.e., section, township, range) within Duwamish /Black River and /or its associated wetlands. (name of water area) The project will be within shorelines of statewide significance (be /not be) (RCW 90.58.030). The project will be located within an urban • (environment) designation. The following master program provisions are applicable to this development SMMP-- 4.1 -4.4, 4.6,6.1 -6.4; and TMC18.44.110 -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 letter of May 13, 1985) 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 INITI D WITHIN THIRTY DAYS FROM THE DATE OF SUCH FILING HAVE TERMINATED; EXC PROVIDED IN RCW 90.58.140(5)(a)(b)(c). f/ / date) Director, Plann g Department 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) 4CmETRD Municipality of Metropolitan Seattle pa po Exchange Bldg. • 82.1 Second Ave., Seattle, Washington 98104 July 30, 1985 Mr. Rick Beeler Planning Department City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Dear Mr. Beeler: Shoreline Substantial Development Permit Application: Renton Effluent Transfer System By this letter, Metro is transmitting to you the documents necessary to complete the Renton E.T.S. Shoreline Permit application. These documents include four (4) sets of: 1. Pipeline alignment maps; 2. Embankment stabilization and river crossing drawings; 3. New bridge plans; 4. Improvements to Interurban Avenue cross - sections; 5. Foster Golf Links permanent and temporary easements; and 6. Seattle City Light right -of -way easements within the City of Tukwila. The Renton ETS pipeline alignment enters the City of Tukwila at the Black River just east of the Black River Junction and continues east of the railroad main line for 1,300 feet. The Black River will be crossed by sheet - piling and routing the flow around the sheet - piles. Then normal cut end cover to install the pipe. At a point 1,300 feet north of the crossing, the pipeline will turn west through a reinforced tunnel beneath the railroad main line entering the Foster Golf Links. Crossing the back -five and then the Duwamish River, it parallels the vacated South 139th Street to the City Light right -of -way adjacent to Interurban Avenue. The Duwamish River will be crossed in two (2) sections using Mr. Rick Beeler Planning Department City of Tukwila July 30, 1985 Page -Two- Very truly yours, SMS :mhy yy : 08/ 02 cofferdams to maintain river flow. Adjacent to Interurban Avenue, the route continues north to about 52nd Avenue South from where a tunnel begins: west beneath Interurban Avenue, north under Metro's proposed Park and Ride lot and Interstate Highway 5 and east again beneath Interurban Avenue to the City Light right -of -way. Then, the pipeline will continue north within that City Light right - of -way to the Tukwila City limits. Thank you for your assistance. Susan. M. Solberg Right -of -Way & Property Supervisor (206) 447 -6642 City of Tukwila PERMANENT UTILITY EASEMENT RIGHT BANK - FOSTER GOLF LINKS BACK FIVE The undersigned Grantor(s), their heirs, successors and assigns (hereinafter together referred to as "Grantor(s) "), for and in consideration of the sum of Dollars ($ ) and other valuable considerations, the receipt of which is hereby acknowledged, hereby convey and grant to the MUNICIPALITY OF METROPOLITAN SEATTLE, its successors and assigns (hereinafter together referred to as "MUNICIPALITY "), a permanent easement over, across, along, in, upon and under the following described property: That portion, of Junction Addition to City of Seattle, according to plat thereof recorded in volume 12 of plats, page 75, records of King County, Washington; in Section 14, Township 23 North, Range 4 East, W.M., included within the limits of a strip of land 20 feet in width, the centerline of which is described as follows: Commencing at the Southwest corner of said Section 14; thence North 1° 34' 50" East 1723.80 feet along the West line thereof to its intersection with the South line of the Stephen Foster Donation Land Claim (DLC) No. 38; thence South 88° 33' 10" East 2013.42 feet to a concrete monument (see below) at the intersection of said South line with the Centerline of the Puget Sound Electric R.R. (Seattle Tacoma Interurban R /W); thence North 43° 41' 31" West along said centerline 86.46 feet; thence South 88° 33' 10" East 857.75 feet; thence South 64° 16' 35" East 57.90 feet to a point designated as Point "A "; thence South 40° 00' 00" East 95 feet, more or less, to the Line of Ordinary High Water on the right bank of the Duwamish River and the Point of Beginning; thence continuing South 40° 00' 00" East 3 feet, more or less, to a point which is South 40° 00' 00" East 97.86 feet from said Point "A" and is also a point on a curve from which the radial center bears South 50° 00' 00" West 490.69 feet; thence Southeasterly along the arc of said curve concave to the Southwest 113.02 feet to a point of reverse curve from which the radial center bears North 63° 11' 50" East 490.69 feet; thence Southeasterly along the arc of said reverse curve concave to the Northeast 113.02 feet; thence South 40° 00' 00" East 143.32 feet to a point on a curve from which the radial center bears North 50° 00' 00" East 318.30 feet; thence Easterly along the arc of said curve concave to the North 211.66 feet; thence South 78° 06' 00" East 614.76 feet to a point on a curve from which the radial center bears North 11° 54' 00" East 477.47 feet; thence Easterly along the arc of said curve concave to the North 200 feet, more or less, to the Westerly margin of the Burlington Northern Railroad right of way and the terminus of said centerline description; containing 28,000 square feet, more or less. Said concrete monument was established in 1960 by Seattle City Light Surveyors during their retracement of the 1920 and 1928 King County Permanent Utility Easement No. G- 10- 10A(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/25/85 NOORR V JUL 38 198' GITY OF TUKWIITP• PLANNING I Survey of the South line of said DLC and has been verified and accepted as marking (within two feet, more or less) the South line of said DLC by at least a dozen Professional Land Surveyors over the past 26 years and before. Said easement being for the purpose of installing, constructing, operating, maintaining, removing, repairing, replacing and using a sewer interceptor and a district heating and cooling system with all connections, manholes and appurtenances thereto, together with the right of ingress to and egress from said described property over the maintenance access road along said property's south boundary and concerete bridge for the foregoing purposes. The load limit of said concrete bridge is 20 tons (RS-20 loading). The Grantor(s) hereby and the MUNICIPALITY, by accepting and recording this easement, mutually covenant and agree as follows: I. MUNICIPALITY shall, upon completion of any construction of any facilities described herein, remove all debris and restore the surface of the above described property in conformance with approved plans and specifications as provided for in the Memorandum of Agreement between the Grantor and the Municipality. 2. MUNICIPALITY shall, if the above described property is disturbed by the maintenance, removal, repair or replacement of the facilities specified herein, restore the surface of the above described property as nearly as possible to the condition in which it existed at the commencement of said maintenance, removal, repair or replacement. 3. MUNICIPALITY shall pay Grantor for golf course revenue losses due to the maintenance, removal, repair, or replacement of the facilities specified herein. Said losses shall be based on and established by an MAI appraisal provided at METRO's expense or by negotiation based on both METRO's appraisal and a second MAI appraisal paid for by the Grantor. 4. MUNICIPALITY shall protect and save harmless Grantor(s) from any and all claims, demands, loss, damage, expense and liability of every kind and description including personal injury and for any damage to or loss or destruction of property whatsoever suffered by Grantors, their heirs, successors and assigns, or by any persons, firms or corporations, because of the construction and /or maintenance of said facilities. 5. All right, title and interest which may be used and enjoyed without interfering with the easement rights herein conveyed are reserved to the Grantor. After the date of this agreement, the construction, installation or maintenance of any permanent structures shall be absolutely prohibited within the above described permanent easement area and shall be deemed an unreasonable interference with the Municipality's easement rights unless specifically approved in writing by the Municipality. Temporary structures such as fences, shelters, and similar miscellaneous facilities may be installed by the Grantor, provided any such installation shall be subject to prior review by the Municipality, and, provided further that such temporary structures shall be removed by Grantor, at Grantor's cost, City of Tukwila I Permanent Utility Easement No. G- 10- 10A(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/25/85 'when necessary for access by the Municipality to maintain, remove, repair, or replace said sewer interceptor. As to any such temporary or permanent structures, the provisions of Paragraph 1, 2 and 3 shall not apply. 6. MUNICIPALITY shall pay up to $200.00 for expenses incurred by Grantor for the expert evaluation of this easement under the terms of R.C.W. 8.25.020. DATED this day of , 19 at4vA '3vI i5,iiYC:. i�R�:l�ziwrte.•arut .us..�x;rn:r v�:euvaav � . k.• �lctnvo+-. �ti• ,..........,.,...._...._..__,,. �:. _._.._. .. .._...,..........._..4._.._..,. .. _......_...._ .. City of Tukwila (name of individual or organization) Permanent Utility Easement No. G- 10- 10A(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/25/85 TEMPORARY UTILITY EASEMENT RIGHT BANK - FOSTER GOLF LINKS BACK FIVE The undersigned Grantor(s), their heirs, successors and assigns (hereinafter together referred to as "Grantor(s) "), for and in consideration of the sum of Dollars ($ and other valuable considerations, the receipt of which is hereby acknowledged, hereby convey and grant to the MUNICIPALITY OF METROPOLITAN SEATTLE, its successors and assigns (hereinafter together referred to as "MUNICIPALITY "), a temporary construction easement over, across, along, in, upon and under the following described property: That portion, of Junction Addition to City of Seattle, according to plat thereof recorded in volume 12 of plats, page 75, records of King County, Washington; in Section 14, Township 23 North, Range 4 East, W.M., included within the limits of a strip of land 100 feet in width, the centerline of which is described as follows: Commencing at the Southwest corner of said Section 14; thence North 1° 34' 50" East 1723.80 feet along the West line thereof to its intersection with the South line of the Stephen Foster Donation Land Claim (DLC) No. 38; thence South 88° 33' 10" East 2013.42 feet to a concrete monument (see below) at the intersection of said South line with the Centerline of the Puget Sound Elettric R.R. (Seattle Tacoma Interurban R /W); thence North 43° 41' 31" West along said centerline 86.46 feet; thence South 88° 33' 10" East 857.75 feet; thence South 64° 16' 35" East 57.90 feet to a point designated as Point "A "; thence South 40° 00' 00" East 95 feet, more or less, to the Line of Ordinary High Water on the right bank of the Duwamish River and the Point of Beginning; thence continuing South 40° 00' 00" East 3 feet, more or less, to a point which is South 40° 00' 00" East 97.86 feet from said Point "A" and is also a point on a curve from which the radial center bears South 50° 00' 00" West 490.69 feet; thence Southeasterly along the arc of said curve concave to the Southwest 113.02 feet to a point of reverse curve from which the radial center bears North 63° 11' 50" East 490.69 feet; thence Southeasterly along the arc of said reverse curve concave to the Northeast 113.02 feet; thence South 40° 00' 00" East 130.32 feet to a point designated as Point "B "; thence continuing South 40° 00' 00" East 13.00 feet to a point on a curve from which the radial center bears North 50° 00' 00" East 318.30 feet; thence Easterly along the arc of said curve concave to the North 211.66 feet; thence South 78° 06' 00" East 614.76 feet to a point on a curve from which the radial center bears North 11° 54' 00" East 477.47 feet; thence Easterly along the arc of said curve concave to the North 200 feet, more or less, to the Westerly margin of the Burlington Northern Railroad right of way and the terminus of said centerline description; also City of Tukwila Temp. Construction Easement No. G- 10- 10A(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/30/85 That portion of said Junction Addition lying Northerly of the North line of the South 1150 feet of said Section 14; lying Easterly of the West line of the Fast 2230 feet of said Section 14; and lying Southerly of the above described temporary easement; also That portion of said Junction Addition lying Southeasterly of the said Line of Ordinary High Water; lyingNortheasterly of the first above described temporary easement; and lying Southwesterly of a line described as Commencing at said designated Point "B "; thence North 50° 00' 00" East 50.00 feet to the Point of Beginning thence; North 0° 00' 00" West 77.79 feet; thence North 40° 00' 00" West 132.41 feet; thence North 50° 00' 00" East 80.00 feet; thence North 40° 00' 00" West 150 feet, more or less, to the Line of Ordinary High Water on the right bank of the Duwamish River; and the terminus of said centerline description, containing 230,000 square feet, more or less, Said concrete monument was established in 1960 by Seattle City Light Surveyors during their retracement of the 1920 and 1928 King County Survey of the South line of said DLC and has been verified and accepted as marking (within two feet, more or less) the South line of said DLC by at least a dozen Professional Land Surveyors over the past 26 years and before. Said temporary construction easement being for all purposes during the construction of a sewer interceptor, bank protection, and related items together with the right of ingress to and egress from said described property for the foregoing purposes, said easement to commence on the date of this instrument and to terminate on the date actual use of said easement area'shall terminate or on April 30, 1987, whichever shall first occur. The Grantor(s) hereby and the MUNICIPALITY, by accepting and recording this easement, mutually covenant and agree as follows: 1. MUNICIPALITY shall, upon completion of any construction of any facilities described herein, remove all debris and restore the surface of the above described property in conformance with approved plans and specifucations as provided for in the Memorandum of Agreement between the Grantor and the Municipality. 2. MUNICIPALITY shall protect and save harmless Grantor(s) from any and all claims, demands, loss, damage, expense and liability of every kind and description including personal injury and for any damage to or loss or destruction of property whatsoever suffered by Grantors, their heirs, successors and assigns, or by any persons, firms or corporations, because of the construction and /or maintenance of said facilities. City of Tukwila Temp. Construction Easement No. G- 10- 10A(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/30/85 ru'U3: "v::'liii'•:f:�w: >�r.:fia:V 4a.,.. �;'?J'.Y.:: x:. »�cr•a:rm:v�xtmpw:K' 3. All right, title and interest that may be used and enjoyed without interfering with the easement rights herein conveyed are reserved to the Grantor. 4. Payment for the temporary construction easement herin granted shall be made at the rate of dollars ($ ) per or fraction thereof that said temporary construction easement area is in actual use by MUNICIPALITY. The term "actual use" as used herein shall be construed to include only the period from the start of construction of said sewer line in the above described temporary construction easement area until completion thereof, including reconstruction and restoration of improved areas. 5. MUNICIPALITY shall pay up to $200.00 for expenses incurred by Grantor for the expert evaluation of this easement under the terms of R.C.W. 8.25.020. DATED. this day of , 19 City of Tukwila (name of individual or organization) Temp. Construction Easement No. G- 10- 10A(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/30/85 UTILITY EASEMENT ( l , !t� iq 6 - The undersigned Grantor(s), their heirs, successors and ass t(V '" (hereinafter together referred to as "Grantor(s) "), for and in consideration of the sum of __ __�____ Dols . iT F) and other valuable considerations, the receipt of which is hereby acknowledged, hereby convey and grant to the MUNICIPAL' QF'.{M� SEATTLE, its successors and assigns (hereinafter together rKfe�ret' tdt! 6_ "MUNICIPALITY "), a permanent easement over, across, along, in, upon and under the following described property: The Southwesterly 20 feet of that portion of the Seattle City Light Transmission Line Right of Way in Section 15, Township 23 North, Range 4 East, W.M., lying between Seattle City Light Survey Station 150 +20 (as delineated on Seattle City Light's Puget Sound Electric Right of Way Drawing No. TD -10252 SHEETS 2 and 3) and Seattle City Light Survey Station 158 +05; also The Southwesterly 30 feet of that portion of the said Seattle City Light Transmission Line Right of Way in Section 15, lying between Seattle City Light Survey Station 158 +05 and Seattle City Light Survey Station 159 +05; also The Southwesterly 20 feet of that portion of the said Seattle City Light Transmission Line Right of Way in Sections 10 and 15, Township 23 North, Range 4 East, W.M., lying between Seattle City Light Survey Station 159 +05 and the Easterly margin of 42nd Avenue South, containing 41,700 square feet, more or less. Said easement being for the purpose of installing, constructing, operating, maintaining, removing, repairing, replacing and using a sewer interceptor and a district heating and cooling system with all connections, manholes and appurtenances thereto, together with the right of ingress to and egress from said described property for the foregoing purposes. Grantor(s) do further convey and grant to the MUNICIPALITY a temporary construction easement for all purposes during the construction of said facilities over, across, along, in, upon and under the following described property: All that portion of the said Seattle City Light Transmission Line Right of Way in Sections 10 and 15, Township 23 North, Range 4 East, W.M., lying between Seattle City Light Survey Station 149 +60 and the Easterly margin of 42nd Avenue South, containing 163,000 square feet, more or less, together with the right of ingress to and egress from said described property for the foregoing purposes, said easement to commence on the date of this instrument and to terminate on the date actual use of said easement area shall terminate or on 19_ whichever shall first occur. Seattle City Light ETS -3D Easterly of 42nd Avenue South Easement No. G 3 \rt !' The Grantor(s) hereby and the MUNICIPALITY, by accepting and recording this easement, mutually covenant and agree as follows: 1. MUNICIPALITY shall, upon completion of any construction of any facilities described herein, remove all debris and restore the surface of the above described property as nearly as possible to the condition in which it existed at the date of this agreement. 2. MUNICIPALITY shall, if the above described property is disturbed by the maintenance, removal, repair or replacement of the facilities specified herein, restore the surface of the above described property as nearly as possible to the condition in which it existed at the commencement of said maintenance, removal, repair or replacement. 3. MUNICIPALITY shall protect and save harmless Grantor(s) from any and all claims, demands, loss, damage, expense and liability of every kind and description including personal injury and for any damage to or loss or destruction of property whatsoever suffered by Grantors, their heirs, successors and assigns, or by any persons, firms or corporations, because of the construction and /or maintenance of said facilities. 4. All right, title and interest which may be used and enjoyed without interfering with the easement rights herein conveyed are reserved to the Grantor. After the date of this agreement, the construction, installation or maintenance, of any structures, whether temporary or permanent, shall be absolutely prohibited within the above - described permanent easement area and shall be deemed an unreasonable interference with the Municipality's easement rights unless specifically approved in writing by the Municipality. Moreover, as to such structures, the provisions of Paragraph 1, 2 and 3 shall not apply. 5. Payment for the temporary construction easement herein granted shall be made at the rate of dollars ($ per __ or fraction thereof that said temporary construction easement area is In actual use by MUNICIPALITY. The term "actual use" as used herein shall be construed to include only the period from the start of construction of said sewer line in the above described temporary construction easement area until completion thereof, including reconstruction and restoration of improved areas. 6. MUNICIPALITY shall pay up to $200.00 for expenses incurred by_qa9tor for the expert evaluation of this easement under the terms j 8.25.020. L1f"` DATED this ____day of _ , 19 ..0 1 1 1O 19B5 ‘-1 Seattle City Light ETS -3D Easement No. 6 -10 -11 6 (name of individual or organization) UTILITY EASEMENT PRELiMIN Ry The undersigned Grantor(s), their heirs, successors and assigns.,I 2O 1985 (hereinafter together referred to as "Grantor(s) "), for and in consideration of the sum of DI4p.r ?, '?r )��'r' and other valuable considerations, the receipt of which' S'he)' 9 acknowledged, hereby convey and grant to the MUNICIPALITY OF METROPOLITAN SEATTLE, its successors and assigns (hereinafter together referred to as "MUNICIPALITY "), a permanent easement over, across, along, in, upon and under the following described property: That portion of the Seattle City Light Transmission Line Right of Way within the Stephen Foster Donation Land Claim (DLC) No. 38 in Section 14, Township 23 North, Range 4 East, W.M., included within the limits of a strip of land 20 feet in width, the Northeasterly margin of which is 7.50 feet Northeasterly of and parallel with the following described line: Commencing at the Southwest corner of said Section 14; thence North 1° 34' 50" East 1,723.80 feet along the West line thereof to its intersection with the South line of said DLC No. 38; thence South 88° 33' 10" East 2,013.42 feet to a concrete monument (see below) at the intersection of said South line with the centerline of the Puget Sound Electric R.R. (Seattle Tacoma Interurban R /W); thence continuing South 88° 33' 10" East 70.89 feet to an intersection with the Easterly margin of said Puget Sound Electric R.R.; thence North 43° 41' 30" West along said Easterly margin 86.86 feet to the Point of Beginning and a point on a non - tangent curve from which the radial center bears North 6° 14' 07" East 286.48 feet; thence along the arc of said curve concave to the North 200.37 feet; thence North 43° 41' 30" West 913 feet, more or less, to a point which is right and perpendicular to Highway Engineers Station 55 +75 as delineated on that certain Washington State Highway Commission right -of -way drawing SR181 MP9.17 TO MP13.02 SO. CORP. LIMITS OF TUKWILA TO FOSTER INTERCHANGE, sheet 8 of 8 sheets, bearing date of approval May 16, 1968 (Highway Engineers Station 55 +75 is equal to Seattle City Light Survey Station 122 +78.38 as delineated on their Puget Sound Electric Right of Way Drawing No. TD -10252 SHEET -1), and the terminus of said line description; also The Southwesterly 20 feet of that portion of the said Seattle City Light Transmission Line Right of Way lying between said City Light Survey Station 122 +78.38 and City Light Survey Station 128 +98.85, containing 34.700 square feet, more or less. Said concrete monument was established in 1960 by Seattle City Light Surveyors during their retracement of the 1920 and 1928 King County Survey of the South line of said DLC and has been verified and Seattle City Light ETS -3D Southeasterly of I -5 Easement No. G -10 -11 1 ..w,an_!'.� �?.' �+:' CV• ir' r.: H,. w.3vw.- ......,.......,n..��wv: ACU0. 's1. \•. ^.c.Ai3'.S:nV'••t�.'.St 7:::�vra�ua iw:. n. 6x+ r: 5;+ ix,. xY"- 'Idu�v'x!rtf.U�sw....r. + +....... accepted as marking (within two feet, more or less) the South line of said DLC by at least a dozen Professional Land SurveyotRe(_ � gP�Y 26 years and before. Said easement being for the purpose of installing, constructing';,N 20 1985 operating, maintaining, removing, repairing, replacing and using a sewer interceptor and a district heating and cooling system with p04 r,�~ � ft ��A wk.f `wi '� h connections, manholes and appurtenances thereto, together tig � J of ingress to and egress from said described property for • the foregoing purposes. Grantor(s) do further convey and grant to the MUNICIPALITY a temporary construction easement for all purposes during the construction of said facilities over, across, along, in, upon and under the following described property: All'that portion of the Seattle City Light Transmission Line Right of Way, lying between the South•line of•the•said Stephen Foster' Donation • Land Claim (City Light Survey Station 111 +42.47), and City Light • Survey Station 129 +40, containing 123,200 square feet,. more or less, together with the right of ingress to and egress. from said described property for the foregoing purposes, said easement to commence on the date of this instrument and to•terminate on the date actual use of said easement area shall terminate or on • 19, whichever shall first occur. Seattle City Light ETS -3D Southeasterly of I -5 Easement No. G -10 -11 IN ,Ja 3 V.335 LEFT BANK - SOUTH BOUNDARY OF FOSTER GOLF LINKS 1�Y Ov'('t.11, A ��rlG The undersigned Grantor(s), their heirs, successors and assigns (hereinafter together referred to as "Grantor(s) "), for and in consideration of the sum of Dollars ($ and other valuable considerations, the receipt of which is hereby acknowledged, hereby convey and grant to the MUNICIPALITY OF METROPOLITAN SEATTLE, its successors and assigns (hereinafter together referred to as "MUNICIPALITY "), a permanent easement over, across, along, in, upon and under the following described property: PERMANENT UTILITY EASEMENT That portion of the Stephen Foster Donation Land Claim (DLC) No. 38 in Section 14, Township 23 North, Range 4 East, W.M., included within the limits of a strip of land 20 feet in width, the centerline of which is described as follows: Commencing at the Southwest corner of said Section 14; thence North 1° 34' 50" East 1723.80 feet along the West line thereof to its intersection with the South line of said DLC No. 38; thence South 88° 33' 10" East 2013.42 feet to a concrete monument (see below) at the intersection of said South line with the centerline of the Puget Sound Electric R.R. (Seattle Tacoma Interurban R /W); thence North 43° 41' 31" West along said centerline 86.46 feet; thence South 88° 33' 10" East 70.89 feet to an intersection with the Easterly margin of said Puget Sound Electric R.R. and the Point of Beginning; thence South 88° 33' 10" East 786.86 feet; thence South 64° 16' 35" East 35 feet more or less to the Line of Ordinary High Water on the left bank of the Duwamish River and the terminus of said centerline description, containing 16,500 square feet, more or less. Said concrete monument was established in 1960 by Seattle City Light Surveyors during their retracement of the 1920 and 1928 King County Survey of the South line of said DLC and has been verified and accepted as marking (within two feet, more or less) the South line of said DLC by at least a dozen Professional Land Surveyors over the past years and before. Said easement being for the purpose of installing, constructing, operating, maintaining, removing, repairing, replacing and using a sewer interceptor and a district heating and cooling system with all . connections, manholes and appurtenances thereto, together with the right of ingress to and egress from said described property over the maintenance access road along said property's south boundary for the foregoing purposes. The Grantor(s) hereby and the MUNICIPALITY, by accepting and recording this easement, mutually covenant and agree as follows: City of Tukwila Permanent Utility Easement No. G- 10- 10B(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/29/85 1. MUNICIPALITY shall, upon completion of any construction of any facilities described herein, remove all debris and restore the surface of the above described property in conformance with approved plans and specifications as provided for in the Memorandum of Agreement between the Grantor and the Municipality. 2. MUNICIPALITY shall, if the above described property is disturbed by the maintenance, removal, repair or replacement of the facilities specified herein, restore the surface of the above described property as nearly as possible to the condition in which it existed at the commencement of said maintenance, removal, repair or replacement. 3. MUNICIPALITY shall pay Grantor for golf course revenue losses due to the maintenance, removal, repair, or replacement of the facilities specified herein. Said losses shall be based on and established by an MAI appraisal provided at METRO's expense or by negotiation based on both METRO's appraisal and a second MAI appraisal paid for by the Grantor. 4. MUNICIPALITY shall protect and save harmless Grantor(s) from any and all claims, demands, loss, damage, expense and liability of every kind and description including personal injury and for any damage to or loss or destruction of property whatsoever suffered by Grantors, their heirs, successors and assigns, or by any persons, firms or corporations, because of the construction and /or maintenance of said facilities. 5. All right, title and interest which may be used and enjoyed without interfering with the easement rights herein conveyed are reserved to the Grantor. After the date of this agreement, the construction, installation or maintenance of any permanent structures shall be absolutely prohibited within the above described permanent easement area and shall be deemed an unreasonable interference with the Municipality's easement rights unless specifically approved in writing by the Municipality. Temporary structures such as fences, shelters, and similar miscellaneous facilities may be installed by the Grantor, provided any such installation shall be subject to prior review by the Municipality, and, provided further that such temporary structures shall be removed by Grantor, at Grantor's cost, when necessary for access by the Municipality to maintain, remove, repair, or replace said sewer interceptor. As to any such temporary or permanent structures, the provisions of Paragraph 1, 2 and 3 shall not apply. 6. MUNICIPALITY shall pay up to $200.00 for expenses incurred by Grantor for the expert evaluation of this easement under the terms of R.C.W. 8.25.020. DATED this day of , 19 City of Tukwila (name of individual or organization) Permanent Utility Easement No. G- 10- 10B(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/29/85 TEMPORARY UTILITY EASEMENT LEFT BANK - SOUTH BOUNDARY OF FOSTER GOLF LINKS The undersigned Grantor(s), their heirs, successors and assigns (hereinafter together referred to as "Grantor(s) "), for and in consideration of the sum of Dollars ($ and other valuable considerations, the receipt of which is hereby acknowledged, hereby convey and grant to the MUNICIPALITY OF METROPOLITAN SEATTLE, its successors and assigns (hereinafter together referred to as "MUNICIPALITY "), a temporary construction easement over, across, along, in, upon and under the following described property: The North 100 feet of the South 136 feet of that portion of the Stephen Foster Donation Land Claim (DLC) No. 38 in Section 14, Township 23 North, Range 4 East, W.M., lying Easterly of the Puget Sound Electric R.R. (Seattle Tacoma Interurban R /W) and lying Westerly of the line of Ordinary High Water on the left bank of the Duwamish River; also That portion of said DLC No. 38 described as Commencing at the Southwest corner of said Section 14; thence North 1° 34' 50" East 1723.80 feet along the West line thereof to its intersection with the South line of said DLC No. 38; thence South 88° 33' 10" East 2013.42 feet to a concrete monument (see below) at the intersection of said South line with the centerline of the Puget Sound Electric R.R. (Seattle Tacoma Interurban R /W); thence North 43° 41' 31" West along said centerline 86.46 feet; thence South 88° 33' 10" East 70.89 feet to an intersection with the Easterly margin of said Puget Sound Electric R.R.; thence South 88° 33' 10" East 564.04 feet; thence North 1° 26' 50" East 75.00 feet to an intersection with the North line of the South 136 feet of said DLC No. 38 and the Point of Beginning; thence North 46° 26' 50" East 120.31 feet; thence South 88° 33' 10" East 127.33 feet; thence South 40° 00' 00" East 113.49 feet; thence North 88° 33' 10" West 287.53 feet to the Point of Beginning, containing 85,400 square feet, more or less. Said concrete monument was established in 1960 by Seattle City Light Surveyors during their retracement of the 1920 and 1928 King County Survey of the South line of said DLC and has been verified and accepted as marking (within two feet, more or less) the South line of said DLC by at least a dozen Professional Land Surveyors over the past 26 years and before. Said temporary construction easement being for all purposes during the construction of a sewer interceptor, bank protection, and related items together with the right of ingress to and egress from said described property for the foregoing purposes, said easement to commence on the date of this instrument and to terminate on the date actual use of said easement area shall terminate or on April 30, 1987, whichever shall first occur. City of Tukwila Temp. Construction Easement No. G- 10- 10B(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/29/85 The Grantor(s) hereby and the MUNICIPALITY, by accepting and recording this easement, mutually covenant and agree as follows: 1. MUNICIPALITY shall, upon completion of any construction of any facilities described herein, remove all debris and restore the surface of the above described property in conformance with approved plans and specifucations as provided for in the Memorandum of Agreement between the Grantor and the Municipality. 2. MUNICIPALITY shall protect and save harmless Grantor(s) from any and all claims, demands, loss, damage, expense and liability of every kind and description including personal injury and for any damage to or loss or destruction of property whatsoever suffered by Grantors, their heirs, successors and assigns, or by any persons, firms or corporations, because of the construction and /or maintenance of said facilities. 3. All right, title and interest that may be used and enjoyed without interfering with the easement rights herein conveyed are reserved to the Grantor. 4. Payment for the temporary construction easement herin granted shall be made at the rate of dollars ($ ) per or fraction thereof that said temporary construction easement area is in actual use by MUNICIPALITY. The term "actual use" as used herein shall be construed to include only the period from the start of construction of said sewer line in the above described temporary construction easement area until completion thereof, including reconstruction and restoration of improved areas. 5. MUNICIPALITY shall pay up to $200.00 for expenses incurred by Grantor for the expert evaluation of this easement under the terms of R.C.W. 8.25.020. DATED this day of , 19_ City of Tukwila (name of individual or organization) Temp. Construction Easement No. G- 10- 10A(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/29/85 Counterpart copy City of Tukwila APPENDIX A MEMORANDUM OF AGREEMENT BETWEEN THE MUNICIPALITY OF METROPOLITAN SEATTLE AND THE CITY OF TUKWILA REGARDING EFFLUENT TRANSFER SYSTEM CONSTRUCTION THIS AGREEMENT is made and entered into this 7th day of August , 1985, by and between the City of Tukwila, Washington, a noncharter optional municipal code city, herein- after referred to as "the City" and the Municipality of Metro- politan Seattle, a metropolitan municipal corporation of the State of Washington, hereinafter referred to as "Metro ". WHEREAS, Metro is mandated by the Washington State Depart- ment of Ecology to eliminate the discharge of sewage effluent into the Duwamish River from Metro's Renton Treatment Plant by July 1, 1986, and WHEREAS, Metro plans to construct an effluent transfer system ( "ETS Project ") in order to fulfill the Department of Ecology's mandate along an alignment which will require construction within the corporate boundaries of the City, and WHEREAS, the City has adopted various plans including, but not limited to, the Foster Golf Course Master Plan, the Interur- ban Corridor Plan, the Six Year Transportation Improvement Pro- gram, the Comprehensive Water Plan, the Comprehensive Sewer Plan, the Parks and Open Space Plan and the Comprehensive Land Use Plan which identify a need for the improvement and upgrade of existing City facilities and the construction of new City facilities over, under and along the corridor through which Metro plans to construct the ETS Project, and WHEREAS, the City believes Metro's construction of the ETS will have negative impacts on the City of Tukwila and its ability to meet the needs identified in its various plans and policies, which the City desires to have mitigated, and 1 RECEIVED CITY OF TUKWILA JUL 31 :9e FJIUC WOek$ Der WHEREAS, Metro desires to assure that its ETS construction is completed with the City's cooperation and to mitigate both short and long term impacts of the:conatruction of the ETS, and WHEREAS, the City of Tukwila desires to cooperate with Metro in order to facilitate timely construction of the ETS upon the following terms and conditions, NOW, THEREFORE, in consideration of the mutual covenants and conditions hereinafter contained, the parties hereto agree as follows: Section 1. Scope of Services. A) Metro hereby agrees to reimburse the City, upon the terms and conditions contained herein, for extraordinary ser- vices as generally described on Exhibit "A ", provided by the City to Metro in support of Metro's design and construction of the ETS Project. B) This Agreement is intended to include and provide for such services to be rendered by the City in connection with (1) the design approval and permitting processes related to the con- struction activities for the ETS project, (2) the planning and design of all work directly associated with the ETS Project to be done prior to, during and following the construction of the ETS Project, as defined in Exhibit "B ". Exhibits "A" and "B" attached hereto are incorporated herein by this reference. The City shall be responsible for performing those services described on Exhibits "A ". Metro shall be responsible for performing the associated work defined in Exhibit "B" and for reimbursing the City for the City's )sts incurred in performing the services described on Exhibits "A" and any work defined on Exhibit "B" which the City may itself elect to perform under the terms of this Agreement, provided all such services are performed in a satisfactory manner: 2 C) The City, at the request of Metro, shall make a good faith effort to expeditiously review all plans and process all permit applications on the ETS Project. Specifically, with the approval of this Agreement, the City recognizes that all condi- tions necessary for issuance of the Shoreline substantial development permit for the ETS Project have been satisfied by Metro. Metro shall make a good faith effort to provide suffi- cient notice of impending requests for review of plans and applications to allow adequate time for the City to perform such review. D) Metro's Agreement to assume the responsibilities and provide the City with the services contained herein is subject to the terms and provisions of all bond covenants, component agency service contracts, enabling legislation and the laws of the State of Washington applicable to Metro. Section 2. Management. A) The design, engineering and construction of the ETS Project shall be directed and coordinated by Metro. A Metro Project Manager designated by Metro's Executive Director shall be responsible for the overall administration and management of the ETS Project. B) Upon execution of this Agreement, the City shall identify: 1) A Project Coordinator, who shall be responsible for the overall coordination of the City's involvement with the ETS Project, including, but not limited to, performance of the following duties: a) Monitoring progress by the City and Metro staff under this Agreement; b) ' Billing for services provided by the City under this Agreement; 3 c) Convening regular meetings with the Metro staff to review progress; d) Providing a communication network to keep all internal and external support teams appraised of each other's activities; e) Coordinating expeditious plan and permit reviews and actions thereon by the City; f) Working with City staff, Metro staff and other organizations to identify and implement measures that will miti- gate impacts from the ETS Project; g) Assisting Metro with presentations to the City Council and the public review required for needed City permit processes; h) Informing neighborhood organizations, citizens and City policy makers regarding progress of the Metro Project; i) Advising the Metro Project Manager of the con- cerns of City policy makers and neighborhoods; j) Furnishing a monthly narrative report to Metro's Project Manager at Tukwila City Hall for use in resolving prob- lems and in monitoring progress billings from the City; and k) Responding to questions on City services, work and actions from Metro's Project Manager. 2) The City may use either, both or a combination of the following staff teams to support and assist the ETS Project implementation. a) An infrastructure maintenance division support team consisting of designated City staff from Maintenance Division -I (street, sewer, water) and Maintenance Division II (golf course, parks, building maintenance, equipment rental), who shall be available on call at the direction of the City Project Coordinator to aid in resolution of maintenance and 4 operational problems of City infrastructure and facilities in connection with the ETS Project. The infrastructure maintenance division support team shall be av3i-lable to meet with the Metro Project Manager and the City Project Coordinator at regularly scheduled meetings and at other times as may be necessary to resolve operational and maintenance problems of City infrastruc- ture and facilities arising from the ETS Project and associated work. b) An engineering support team, reporting and work- ing directly under the supervision of the City Project Coor- dinator. The engineering support team shall meet with the Metro Project Manager, Metro's consultants, the City Project Coor- dinator, other City department managers and franchise utility managers to resolve design questions and /or other technical problems arising from the ETS Project and associated work. C) The City shall make available all documents, data and other reports within the City's control and reasonably required in connection with the ETS Project construction for inspection, copying and pickup by the Metro Project Manager at Tukwila City Hall. Metro shall make available all Metro plans, reports and data related to the ETS Project for inspection, copying and pickup by the City Project Coordinator at the Project's construction headquarters or such other offices as may be designated by Metro. D) Questions by the City regarding Metro's interpretation of the terms, provisions and requirements of this Agreement shall be addressed to the Metro Project Manager by the City Project Coordinator for response. Questions by Metro regarding the City's interpretation of the terms, provisions and require- ments of this Agreement shall be addressed to the City Project Coordinator by the Metro Project Manager for response. Metro's 5 Project Manager and the City's Project Coordinator will be the only persons authorized by either party to give direction to, the other for performance of services.Ander this Agreement. Direc- tion by persons other than the Metro Project Manager and the City Project Coordinator with respect to such services shall not be binding upon the parties. Section 3. Compensation. A) Metro agrees to reimburse the City for actual costs and staff time incurred by the City for providing the services set forth on Exhibit "A" and performed in a satisfactory manner pursuant to this Agreement up to a maximum amount of $131,000, during the year 1985, subject to adjustments as provided in Sec- tion 10 below. Said maximum amount shall constitute full and complete payment for all services rendered and costs incurred by the City in connection with those services listed on Exhibit "A ", during the year 1985. As used in this paragraph, the terms actual costs and "staff time" include, but are not limited to, 1) Personnel, labor and related costs such as fringe benefits, overhead, supplies and equipment consumed for the ETS Project; 2) Consultant and contract services costs, including engineering, legal and other professional services costs approved in advance by Metro, incurred by the City performing the services contemplated by Exhibit "A" to this Agreement. Labor and benefits will be paid in accordance with rates and elements establis d by the City's work order system plus docu- mented administr, ive 'overhead, or, in the case of consultant services, in accord with rates set forth in any contract between the City and a consultant approved by Metro. B) Metro agrees to reimburse the City for the actual documented costs of design, planning and construction of the 6 associated work set forth on Exhibit "B" which the City may elect to itself perform under the terms of this Agreement. C) On a monthly basis, the .City Project Coordinator will submit billings to Metro for actual costs incurred by the City for any services provided to Metro hereunder during the preced- ing calendar month. With its billing, the City shall include invoices which fully document the City's costs pertaining to matters covered by this Agreement and show, as separate items, the actual personnel, labor and related costs incurred during the reimbursable period. Metro will make payment to the City of the City's reimbursable costs within forty -five (45) days of submittal of billing and documentation to Metro, provided that in the event Metro disputes any portion of any invoice submitted by the City, Metro may retain the disputed portion of the invoice pending resolution of the dispute and pay to the City the undisputed remainder. D) Both parties understand and agree that the scope of services to be performed by the City after December 31, 1985 cannot be determined until construction is underway and the end of 1985 is approaching. The City will prepare and submit to Metro for approval a 1986 budget on or before December 1, 1985. Both parties shall agree on the scope of services to be performed by the City in 1986 and the estimated costs thereof prior to the provision of any such services with the exception of reimbursement. Approval of the 1986 budget and scope shall be accomplished through written amendment to this Agreement as provided in Section 10. Section 4. Records and Audits. A) The City and Metro shall each maintain accounts and records which adequately identify and account for all costs per- taining to all matters covered by this Agreement. These 7 accounts and records are to include costs for materials and property, salaries and fees paid, personnel time and all other reimbursable charges and expenses .^ Cbpies of the above cited fiscal documentation must be maintained and available for audit and inspection in a separate filing system or other records maintenance system for a period of three (3) years following final payment under this Agreement. B) Each party shall permit the authorized representatives of the other party to inspect and audit all data and records relating to its performance under this Agreement required to be kept pursuant to this paragraph. Section 5. Equal Employment Opportunity. During the, per- formance of this Agreement, the City shall comply with all affirmative action and equal employment opportunity requirements established by City ordinance in connection with the services to be performed under this Agreement, and Metro shall comply with all affirmative action and equal employment opportunity require- ments established by Metro resolution. Section 6. Prohibited Interest. No member, officer or employee of Metro or its governing body, or the City or its governing body, during his tenure or for one (1) year .there- after, shall have any direct or indirect. financial interest in this Agreement or the proceeds thereof. Section 7. Patent Rights. Any patentable result arising out of this Agreement, as well as all information, designs, specifications, know - how data, and findings shall be made avail- able to Metro and the City of Tukw. for public use, unless Metro or the City shall, in a specific case where it is legally permissible, determine that it is in the public interest that it not be so made available. 8 Section 8. Liabilities - Indemnification - In urance. A) No liability shall attach to the City o reason of entering into this Agreement except as provided herein. B) It is understood and agreed between par City assumes no liability whatsoever for the desi or construction of the ETS Project by Metro and M indemnify, defend and hold harmless the City, its agents and employees from and against any and all or liability arising from injury or death to pars to property occasioned, in whole or in part, by a employees in connection with the ETS Project, in limited to, the performance by Metro of any sery this Agreement. With respect to the City, Metro waives its immunity under Title 51 of the Revise Washington, the Industrial Insurance Act, for in employees, and agrees that the obligation to ind and hold harmless the City and its agents and em to any claim, demand or cause of action brought . of any employee of Metro against the City, its o and employees, and includes any judgment, award therefrom, including attorney's fees. C) It is understood and agreed between th Metro assumes no liability whatsoever for the de engineering or construction of the associated w Exhibit "B" by the City or any work of services Metro's ETS Project and the City agrees to inde hold harmless Metro, its officers, agents and e against any and all claims, losses or liability injury or death to persons or damage to propert 9 Metro by xpressly lea that the n, engineering tro agrees to officers, claims, losses ns or damage y neglegent act, omission or failure of Metro, it; agents, officers or luding, but not ces required by specifically Code of uries to its mnify, defend loyees extends y or on behalf ficers, agents nd cost arising parties that ign, rk designated on related to nify, defend and ployees from and arising from occasioned, in } whole or in part, by any negligent act, omission or failure of the City, its agents, officers or employees in connection with the ETS Project, including, but n't Limited to, the performance by the City of any services required by this Agreement. With respect to Metro, the City specifically waives its immunity under Title 51 of the Revised Code of Washington, the Industrial Insurance act, for injuries to its employees engaged in such work or services, and agrees that the obligation to indemnify, defend and hold harmless Metro and its agents and employees extends to any claim, demand or cause of action brought by or on behalf of any employee of Metro against the City, its officers, agents and employees, and includes any judgment, award and cost arising therefrom, including attorney's fees. D) Metro shall secure and maintain in full force through - out the duration of this Agreement, comprehensive general liability insurance with a minimum coverage of one million dollars per occurrence and five million dollars aggregate for personal injury; one million dollars per occurrence /aggregate for property damage and one million dollars professional liability insurance for . any professional services furnished by Metro or its consultants. Said general liability policy shall name the City of Tukwila as an additional named insured and shall include a provision prohibiting cancellation of said policy except upon thirty (30) days prior written notice to the City. Certificates of coverage as required by this section shall be delivered to the City within fifteen (15) days of execution of this Agreement, provided, that no construction work shall be commenced on the ETS project in the City of Tukwila or the associated work to be performed by Metro under this Agreement until such time as the certificates of coverage have been furnished. 10 E) The City shall 'secure and maintain in full force throughout the duration of this Agreement, comprehensive general liability insurance with a minimu4 coverage of one million dollars per occurrence and five million dollars aggregate for personal injury; one million dollars per. occurrence /aggregate for property damage and one million dollars, professional liability insurance for any professional services furnished by the City or its consultants "with respect to the work designated on Exhibit "A" to this Agreement. Said general liability policy shall name Metro as an additional named insured and shall include a provision prohibiting cancellation of said policy except upon thirty (30) days prior written notice to the Metro. Certificates of coverage as required by this section shall be delivered to Metro within fifteen (15) days of execution of this Agreement, provided, that no work shall be commenced by the City which is designated on Exhibit "A" under this agreement until such time as the certificates of insurance are furnished. Section 9. Conflict Resolution. An administrative team will be establishedby'Metro and the City to attempt to resolve disputes between the parties related to matters covered by this Agreement which cannot otherwise be resolved by Metro's Project Manager and the City's Project Coordinator. The team will con- sist of the Metro Techical Services Director, Metro's Capital Program Superintendent, the City Public Works Director and the City Planning Director, or their designees. Either party may refer disputes regarding matters covered this Agreement to the team by delivering written notice to the team chairman who shall be Metro's Technical Services Director. The team will meet within ten (10) days of such notice and if at all feasible will 11 make a recommendation to both parties as to resolution of the dispute with twenty (20) days of such notice. Said recommenda- tion shall be advisory only and shall. :not be binding on either party, nor shall such recommendation limit either party's right to pursue remedies otherwise available. All recommendations of the administrative team shall be subject to review and approval by the legislative bodies of both parties to this Agreement. In the event the team cannot make a recommendation to resolve the dispute or if their recommendation does not result in resolution on an administrative level, then either the Execu- tive Director of Metro or the Mayor of the City may by written notice convene an ad hoc policy Coordinating and Conflict Resolution Committee composed of the following: Metro's Executive Director, the Mayor of the City, Metro's Director of Technical Services, the City's Public Works Director, and a member from both the City Council and the Metro Council, selected by the Mayor and Executive Director, respectively. The Committee's function and the effect of their decision shall be the same as set forth above for the administrative team. Section 10. Amendments and Changed Conditions. Either party may request changes in this Agreement, including changes or additions to the scope of services to be performed by either party. Proposed changes which are mutually agreed upon shall be incorporated by written amendments to this Agreement after approval under the parties established contracting procedures; provided, that the City may shift budget allocations among any line item in the estimated budget for the described services up to a maximum of ten percent (10%) for any item without Metro's prior approval. Both parties understand that it may be necessary to develop additional agreements between the parties to implement the ETS construction and the terms of this Agree- ment. 12 In the event the ETS construction causes unforeseen damages or adverse impacts not identified in the plans and environmental documents filed for the project ard:.covered by the terms and provisions of this Agreement, Metro shall, in good faith, take all feasible steps to repair such damage and to mitigate such impacts as required by law and as may be agreed upon between Metro and the City acting through their respective legislative bodies. Section 11. Powers. By entering into this Agreement and by making or reviewing applications or providing services pur- suant thereto, neither party shall be deemed to have waived or relinquished any rights, powers or privileges granted by State law. Section 12. Termination. A) In the event of a breach by either party of any of the terms or conditions of this Agreement, the nonbreaching party, in addition to all other rights and remedies it may have, may terminate this Agreement prior to completion of the ETS Project and Associated Work by giving sixty (60) days advance written notice to the other party, which notice shall specifically state the reason for such termination, provided, however, that 'no such termination shall be effective if, within sixty (60) days after such notice, the breaching party has cured the breach and has taken or commenced action in good faith to prevent such breach from reoccurring. B) Either party may terminate this Agreement without specifying cause by giving ninety (90) days advance written notice to the other party. C) Unless terminated as provided in paragraphs A or B above or by mutual agreement of the parties, this Agreement shall remain in full force and effect until such time as all 13 work and services described in Exhibit "A" and "B" are completed. D) Termination of this Agreement shall not release either party from any liability or obligation with respect to any matter occurring prior to or during the notice period for termination provided in this paragraph. Section 13. Entirety. This Agreement contains the entire understanding between the parties hereto, and no other agreements, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to exist or to bind any of the parties hereto or to have any other force of effect. ' Section 14. Right of Entry and Easements. The City hereby agrees to grant any necessary temporary construction easements to Metro to construct the ETS Project through the Foster Golf Course as soon as sufficient engineering data is available to locate the pipeline route and the property interests reasonably necessary for such construction. The City shall grant all necessary permanent easements for the ETS Project as soon as feasible after agreement is reached on compensation to the City for all temporary and permanent easement rights granted to Metro. The form of all temporary construction easements shall be as described in Exhibit "C" attached. The form of all permanent easements shall be as described in Exhibit "D" attached. The compensation payable by Metro for such easements and golf course revenue losses, including, but not limited to, lost pro shop, restaurant, lounge and greens fee revenues, shall be based on and established by an MAI appraisal provided at Metro's expense or by negotiation based on both Metro's appraisal and a second MAI appraisal paid for by the City. Metro shall pay any compensation to the City as soon as feasible, but no later than thirty (30) days after approval of 14 15 the compensation amount by both the City Council and Metro Council. If negotiations on compensation are not successful at an administrative level, the mattes, may be referred by the Mayor or the Executive Director to the Policy Committee identified in Section 9. Section 15. Right of Entry. The City hereby grants Metro all rights of entry necessary for construction of the ETS Project across the Foster Golf Course subject only to the provisions and requirements of this Agreement. The right of entry dated February 15, 1985 and issued by the City for purposes of assisting ETS Project testing and design shall remain in effect for those purposes. Metro hereby agrees to reimburse the City $15,000 for labor and materials previously required to temporarily relocate golf course improvements to facilitate such testing. Section 16. City Restoration and Mitigation Fund. Certain items identified on Exhibit B are being provided by Metro in mitigation of possible or asserted construction and environmen- tal impacts related to the ETS Project. To the degree that the construction or installation of all or a portion of such items is not required by state or federal laws or regulations or reasonably required for the lawful and efficient operation, maintenance and repair of the ETS Project, the City shall have the option of deferring said improvements and accepting the equivalent in cash; provided, the City's decision is made as early in Metro's design process as possible, and in any event, no later than the date scheduled for contracting for the improve- ments by Metro. Metro shall keep the City advised of the current ETS Project design and construction schedule for work within the City to facilitate the City's timely election of improvements and payments pursuant to this Section. All amounts paid by Metro for golf course easements and golf course revenue losses shall be paid by the City into the City's golf course fund. All other amounts paid by Metro (including those paid under Section 14 for easements) shall be deposited in a City Restoration and Mitigation Fund for use by the City for mitiga- tion of the ETS Project, reconstruction of Interurban Avenue or any other City projects. Section 17. Alignment and Map. Metro and the City both understand that this Agreement is based upon the November, 1985 alignment for the ETS Project known as A7Y which includes a tunnel section for the portion beginning on the east side of Interurban Avenue at 52nd Avenue South, proceeding under Inter- urban, under the Metro Park and Ride lot, under I -5, under State Highway 599 right of way and under Interurban to the east side of Interurban and which is illustrated on the maps attached hereto as Exhibit E and incorporated herein by reference. Both parties agree that any change in said alignment may make amend- ment of this Agreement necessary. All amendments shall be processed under the procedures set forth in Section 9. IN WITNESS WHEREOF the parties hereto have executed this agreement as of the day and year first above written. CITY OF TUKWILA METROP,9L TA S Adar Tr G•RY L. VAN ATTEST /AUTHENTICATED: C TTY CLERK, L INE ANDERSON I , APPROVED AS TO FORM: OFFICE 'F THE CITY ATTO B SEN TS /PC3 /14 16 MUNICIPALITY OF METROPOLL'x'AN SEATTLE BY ALAN J. BS EXECUTI DIRECTOR ., 71 . 1 �J � EXHIBIT ;,A, SERVICES BY CITY. TO BE. REIMBURSED B1 PRC::ECT COORDINATION DEPARTMENT Provide support staffing space, equipment, 'communications =rans - por. office supplies for overall coordination,' monitoring inspection, record keeping, cost accounting, reporting and administration of professional services. ::A`:NING DEPARTMENT Provide the overall coordination, administration, •review, documen- . • tation in compliance with the City Environmental Ordinances and .related permits. ?ARK . 61 RECREATION DEPARTMENT Coordination of golf course activities in order to accommodate the construction of the ETS System and related construction. PUBLIC WORKS ENGINEERING DIVISION Plan review during design phase, permit review and monitoring Of.' inspection and performance during construction activities. PUB rC WORKS MAINTENANCE DIVISION Plan review for infrastructure adjustments, inspection during construction and extra - ordinary maintenance and operation procedures. BUDGET /./1 to 12/31/e5 $ 98,783 $ 11,000 7,000 3,255 $ 10,140 SIX MONTH BUDGET AMOUNT $131,000 extraordinary service which exceeds those . c :::rained or provided by normal permit fees. EXHIBIT B I RESTORATION, PROTECTION AND MITIGATION WITH THE CITY OF TUKWILA TO BE PERFORMED BY METRO, INCLUDING ALL ENGINEERING, DESIGN AND CONSTRUCTION. BASED UPON THE NOVEMBER 1985 ALIGNMENT DESIGNATED A7Y WHICH INCLUDES A TUNNEL SECTION FOR THE PORTION BEGINNING ON THE EAST SIDE OF INTERURBAN AT 52ND AVENUE SOUTH, PROCEEDING UNDER INTERURBAN, UNDER THE METRO PARK AND RIDE LOT, UNDER I -5, UNDER STATE HIGHWAY 599 RIGHT OF WAY, UNDER INTERURBAN TO EAST SIDE OF INTERURBAN. COSTS SHOWN ARE PRELIMINARY COST ESTIMATES AND ARE PROVIDED FOR INFORMATION ONLY. IF THE CITY ELECTS TC EXERCISE ITS OPTION TO RECEIVE THE EQUIVALENT IN CASH IN LIEU OF METRO IMPLEMENTATION FOR ANY OF THE ITEMS BELOW IN ACCORDANCE WITH SECTION 16, THEN MORE DETAILED COST ESTIMATES SHALL BE DEVELOPED TO SUBSTANTIATE THE AMOUNT OF SUCH CASH PAYMENTS. 1. INSTALL AND REMOVE 10 -FT HIGH FENCING $ 47,000 This fence will be of a wire mesh suitable to be a visual and physical barrier to prevent golfers and construction workers from trespassing into or out of the temporary construction easement areas. This is to include the south boundary of the golf course between Interurban Avenue and the Duwamish River. The fence will be installed prior to the beginning of construction and will be removed upon agreement with the City in conjunction with the . restoration operations. 2. REMOVE AND REPLACE IRRIGATION AND UNDER- GROUND ELECTRICAL DISTRIBUTION SYSTEM. $ 24,000 This item provides for the removal and replacement of the irrigation and underground electrical distribution systems within the area of construction in a manner so that the remainder of the system will operate properly. It may need temporary installation of some of the irrigation system for adequate coverage. It will provide for the design and installation of new portions to the system to accommodate the restoration, relocation and reconstruction of the golf course as detailed in Item 3 below. 3. REWORK PORTIONS OF THE 11th, 12th AND 13th GREENS, FAIRWAYS AND TEES, AND IMPROVE THE 11th, 12th, 17th AND 18th TEES; ALL FAIRWAY AREAS INVOLVED; AND THE 11th, 12th, 13th AND 15th GREENS TO CONFORM TO THE MASTER DEVELOPMENT PLAN. $ 250,000 This item provides for the design and construction in conformance with the golf course Master Plan. The City shall approve the golf course consultant used to prepare the plans. Exhibit B - page 2 4. REIMBURSEMENT FOR TEMPORARY', SANITARY FACILITIES WHILE COMFORT STATION IS OUT OF SERVICE, INCLUDING SERVICE CONTRACTS. This item provides for temporary sanitary facilities on the golf course for golf course patrons while the permanent comfort station is out of service. This will include the service contract. 5. REPLACEMENT OF SEPTIC TANK AND DRAINFIELD WITH NEW SANITARY SEWER FOR COMFORT STATION, THE ADJACENT ALIMENT RESIDENCE, AND FOR THE FUTURE GOLF COURSE MAINTENANCE SHOP. This item provides for construction of a new sanitary sewer lateral in the general area near the south boundary of the golf course to provide service for the relocated comfort station, the Aliment residence and future golf course maintenance shop building. 6. RECONNECT TWO EXISTING SEWERS, EMPTY, AND BACKFILL SEPTIC TANK, AND REMOVE PORTIONS OF THE EXISTING DRAINFIELD. This item provides for the abandonment of existing sanitary sewer facilities and the reconnection through the new sewer lateral to be constructed under Item 5. 7. RELOCATE EXISTING COMFORT STATION AND RECONNECT TO UTILITIES. $ 10,000 This item provides for the permanent relocation of the existing comfort station to the new approved location and reconnection to all utilities, i.e. sewer, water and electric power. This item provides for the placement of the required structural fill material in the future maintenance area in accordance with the presently approved plans and as directed by the City. 9. MAINTENANCE OF SURFACE DRAINAGE FROM ADJACENT PROPERTY THROUGH THE MAINTENANCE FACILITY AREA. This item provides for the installation of surface drainage from the CEC property development and into the permanent storm drainage system available in the area, is approved by the City. 2,000 25,000 $ 15,000 8. CONSTRUCT STRUCTURAL FILL ON THE GOLF COURSE MAINTENANCE FACILITY AREA. $ 1,500 $ 10,000 Exhibit B - page 3 10. PERMANENT CONCRETE BRIDGE ANP ASSOCIATED RIVER CHANNEL IMPROVEMENTS. $ 500,000 This item provides for the permanent bridge as designed and included in the shoreline permit and it will include the bridge approaches, railings, irrigation and power conduits, etc. 11. DISMANTLE AND DISPOSE OF EXISTING FOOT BRIDGE. $ 25,000 This item provides for dismantling and removing from the site the existing foot bridge, its abutments and anchorages and restoring the area in accordance with approved plans. 12. FLOOD CONTROL DIKE AND RIVERBANK STABILIZATION. A. Right Bank (Back -five Peninsula) $ 125,000 B. Left Bank (Riverside Inn to bridge) $ 175,000 This item provides for the installation of flood control and riverbank stabilization as 'originally proposed on submitted drawings or as approved by all federal, state and local agencies, if different. 13. INSTALL EFFECTIVE SCREEN AND FENDERING FOR EXISTING IRRIGATION PUMP INTAKE SYSTEM. This item provides for the design and installation for the necessary screening and fendering to protect the City's river intake system for irrigation. 14. PARTIAL DEVELOPMENT OF PARKING LOT EXPANSION AT GC "F COURSE, INCLUDING LANDSCAPING. This item proviu.:s for the design and construction of the parking lot which is located on the City Light right -of -way in conformance with the golf course Master Plan and the Interurban Avenue Street Improvement Plan. METRO will be responsible for obtaining the easement rights for this use in the name of the City. 15. INSTALLATION OF STORM DRAIN WITHIN THE SEATTLE CITY LIGHT EASEMENT TO METRO ALONG INTERURBAN AVENUE. This item provides for the installation of a storm drainage pipeline in accordance $ 10,000 $ 100,000 $ 35,000 Exhibit B - page 4 with the schematic design prepared for Interurban Avenue along the frontage of the golf course and in accordance with the result of a drainage study which will be prepared by the City to determine the drainage requirement in the area between South 133rd to 42nd Avenue South. METRO will provide the design and construction of these storm drainage pipelines and appurtenances. The City will perform the drainage study and provide METRO with the data necessary for design. 16. ADDITIONAL VEHICLE ENTRANCE AND ACCESS ROAD. $ 40,000 This item provides for the construction of a temporary access across the railroads to the golf course for the period of METRO'S construction requirements. It is understood that the City desires that this access be made permanent for its use. METRO will assist the City in its negotiations with the railroads to obtain their approval for a permanent access. 17. BIKE TRAIL WITH HARD SURFACING AND LANDSCAPING. A. From vacated South 139th Street to 52nd Avenue South B. From South 133rd Street to 42nd Avenue South Bridge This item provides for the design and construction of the above sections of bike trail in accordance with the geometric plan for Interurban Avenue and in conjunction with Item 18 below. 18. CONSTRUCT IMPROVEMENTS INCLUDED ON THE APPROVED CITY OF TUKWILA PLANS FOR THE INTERURBAN AVENUE IMPROVEMENT PROJECT WHICH FALLS WITHIN THE PERMANENT EASEMENTS THAT METRO WILL ACQUIRE FROM SEATTLE CITY LIGHT FOR THE ETS. This item provides for the design and construction of concrete curb and gutter, sidewalk and the bicycle trail (Item 17 above), and the boulevard landscaping within the METRO easement in conformance with the approved Interurban Avenue Street Improvement Plans for the City Light frontage generally from vacated 139th Street to the 52nd Avenue intersection and from approximately 133rd Street to the 42nd Avenue Street intersection. This item does not include the relocation or installation for $ 27,000 $ 44,000 $ 52,000 Exhibit B - page 5 any street lighting, traffic signals nor the undergrounding of electric power. (METRO will assist the City in its efforts to obtain roadway use easements from Seattle City Light which are coincident with. METRO'S permanent easement for the 96 inch ETS force main). 19. ACQUIRE AND RESTORE ANY PROPERTY ALONG THE RIVER REQUIRED FOR CONSTRUCTION OF THE ETS IN SUCH A WAY AS TO IMPROVE PUBLIC USE AND ACCESS. This item provides for the acquisition of property rights necessary for construction of the 96 inch ETS force main and golf course bridge to provide for river access improvements at 52nd Avenue South, south of the Foster Bridge end east of the Interurban Avenue east curb line, and the street end at vacated South 139th Street. This item also provides for the design and construction of the restoration and improvements at the vacated South 139th Street end site to provide for a river access mini -park or for golf course improvements as determined and approved by the City. (The design and construction and associated estimated cost of the river access mini -park at 52nd Avenue street end site is indicated under Item 2 under Part II following.) II. RESTORATION, PROTECTION AND MITIGATION FOR WHICH THE CITY WILL RECEIVE CASH EQUIVALENT. VALUE IN LIEU OF METRO PERFORMING THE WORK IN ACCORDANCE WITH SECTION 16. THE AMOUNTS LISTED BELOW CONSTITUTE THE FINAL, AGREED TO CASH EQUIVALENT VALUE WHICH METRO WILL PAY TO THE CITY. 1. REPLACE EXISTING TREES WITH EVERGREENS $ 18,000 This item provides for the replacement of trees destroyed as the result of ETS, pipeline and bridge construction except those specifically destroyed or removed in conjunction with the riverbank protection work. 2. DESIGN AND CONSTRUCTION OF RIVER FRONT MINI -PARK AT SOUTH 52nd AVENUE. S 20,000 This item provides for the design and construction of a river access park near the new Foster Bridge at South 52nd Avenue in the vicinity of METRO'S proposed tunnel portal. 140,000 Exhibit B - page 6 This item provides for furnishing and installing a fence following completion of the construction work at the south property line of the golf course in conformance with final property line determinations. 3. EVALUATE TEST WELLS FOR USE PERMANENT IRRIGATION WELL. $ 1,000 This item provides for interpretation of this test well data to determine if the test well would be a useful, permanent irrigation well. 4. INSTALL PERMANENT CHAIN -LINK FENCE ON SOUTH PROPERTY LINE. $ 10,000 ADDITIONAL FOR FULL DEVELOPMENT OF PARKING LOT. $ 216,000 II. REIMBURSEMENT TO THE CITY FOR GOLF COURSE RELOCATION WORK PREVIOUSLY ACCOMPLISHED. THIS REIMBURSEMENT IS IN ACCORDANCE WITH SECTION 15 OF THE AGREEMENT. THE AMOUNTS LISTED BELOW CONSTITUTE THE FINAL, AGREED TO COST WHICH METRO WILL PAY TO THE CITY. 1. REIMBURSEMENT FOR SALVAGING AND RELOCATING THE 11th AND 17th TEES, MATERIALS AND PLANTS, INCLUDING SERVICE CONTRACTS. 2. REIMBURSEMENT OF COSTS TO PREPARE TWO NEW TEMPORARY GREENS TO REPLACE NO. 11 AND NO. 12, INCLUDING SERVICE CONTRACTS. $ 5,000 10,000 City of Tukwila EXHIBIT C :TEMPORARY UTILITY EASEMENT LEFT BANK - SOUTH BOUNDARY.OF FOSTER GOLF LINKS The undersigned Grantor(s), their heirs,, .successors'and assigns (hereinafter together referred to as "Grantor(s) "),'for and in consideration of;the sum of *Dollars (S and other valuable considerations, the receipt of which is hereby. acknowledged, hereby convey and grant to the MUNICIPALITY OF METROPOLITAN SEATTLE, its successors and assigns.(hereinafter together referred to as "MUNICIPALITY "), a temporary construction easement over,'across, along, in, upon and under the following described property: The North 100 feet of the South.136 feet of that portion of the Stephen Foster Donation Land Claim (DLC) No. 38 in Section 14, Township 23 North, Range 4 East, W.M., lying Easterly of the.Puget. Sound Electric R.R. (Seattle Tacoma Interurban R /W) and lying Westerly of the line of Ordinary High Water on the left bank of the Duwamish River; also That portion of said DLC No. 38 described as Commencing at the ' Southwest corner of said Section 14; thence North 1' 34' 50" Fast 1723.80 feet along the West line thereof to its intersection with the South' line or said DLC No. 38; thence. South 88' 33'•10" East. 2013.42 feet to a concrete monument (see below) at the intersection of said South line with the centerline of the Puget Sound 'Electric R.R. (Seattle Tacoma Interurban R /W); thence North 43' 41' 31" West along said centerline 86.46 feet; thence South'88 °' 33' 10" East 70.89 feet to an intersection with the Easterly margin of said Puget Sound Electric R.R.; thence South.88° 33' 10 ", East 564.04 feet; thence North 1° 26' 50" East 75.00 feet to an intersection 'with the North line of the South 136 feet of said DLC No. 38 and the Point of Beginning; thence North 46° 26' 50" East 120.31 feet; thence South 88° 33' 10" East 127.33 feet; thence South 40° 00' 00" East 113.49 feet; thence North 88° 33' 10" West 287.53 feet to the Point of Beginning, containing 85,400 square feet, more or less. Said concrete monument was established in 1960 by Seattle City Light Surveyors during their retracement of the 1920 and 1928 King County Survey of the South line.ofsaid DLC and has been verified and accepted as marking (within two feet, more or less) the South line of said DLC by at least a dozen Professional Land Surveyors over the past 26. years and before. Said temporary construction easement being for all purposes during the construction of a sewer interceptor, bank protection, and related items together with the right of ingress to and egress from said described property for the foregoing purposes, said easement to commence on the date of this instrument and to terminate on the date actual use of said easement area shall terminate or on April 30, 1987, whichever shall first occur. Temp. Construction Easement No. G- 10- 10B(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/29/85 The Grantor(s) hereby and the MUNICIPALITY. by accepting'and'recording this easement, mutually covenant and agree 'as''follows: ' 1. MUNICIPALITY shalt.:: upon completion of any construction of any facilities described herein, remove all 'debris and restore the surface, of the above described property in conformance with approved plans and specifucations as provided for In the Memorandum of Agreement between the Grantor and the Municipality. 2. MUNICIPALITY shall protect and save harmless Grantor(s) from any and all claims, demands, loss, damage, expense and liability of every kind and description including personal injury and for any damage' to or loss or destruction of property whatsoever suffered by Grantors, their heirs, successors and assigns. or by any persons,' firms ;or' corporations, because of the construction and /or maintenance . of said facilities. 3. All right, title and interest that may be used and enjoyed without interfering with the easement rights herein conveyed are reserved to the Grantor. 4. Payment for the temporary construction easement'herin granted shall be made at the rate of dollars (S ) per or fraction thereof that said temporary" construction easement area is in actual use by ,MUNICIPALITY. The term "actual use" as . used herein shall be construed to include Only the period from the start of construction of said sewer line in the above described temporary construction easement area until completion thereof, including reconstruction and restoration of improved areas. 5. MUNICIPALITY shall pay up to $200.00 for expenses incurred by Grantor for the expert evaluation of this easement under the terms of R.C.N. 8.25.020. DATED this day of City of Tukwila (naee.Of individual or organization) Temp. Construction Easement No. G- 10- 108(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/29/85 The undersigned Grantor(s). their heirs, successors and assigns (hereinafter together referred to as "Grantor(s) "), for and in consideration of the sum of Dollars (S and other valuable considerations, the receipt of which is hereby acknowledged, hereby convey and grant to the MUNICIPALITY OF METROPOLITANN SEATTLE,. its successors and assigns (hereinafter together referred to as "MUNICIPALITY "), a temporary construction easement over,'across, along,. in, upon and under the following described property: (Parcel 1) That portion, of Junction Addition to City of Seattle, according to . plat thereof recorded in volume 12 of plats, page 75, records of King County, Washington; in Section 14, Township 23 North, Range 4 East. W.M., included within the limits of a strip of land 100 feet in width, the centerline of which is described as follows: Commencing at the Southwest corner of said Section 14; thence. North 1° 34' 50" fast 1723.80 feet along the West line thereof to its intersection with the South line of the Stephen Foster Donation Land Claim (DLC) No. 38; thence South 88° 33' 10" East 2013.42 feet to a concrete monument (see below) at the intersection of said,South line with the Centerline of the Puget Sound Electric R.R. (Seattle. Tacoma Interurban R /W); thence North 43° 41' 31" West along said centerline 86.46 feet; thence South 88° 33' 10" East 857.75 feet; thence South 64° 16' 35" East 57.90 feet to a - point designated as. Point "A "; thence South 40° 00' 00" East 95 feet,' more or less, to the Line of Ordinary., High Water on the right bank of the Duwamish River and the Point of . Beginning; thence continuing South 40° 00' 00 ".East 3 feet,.more,.or' less, to a point which is South 40° 00' 00" Fast 97.86 feet.from said Point "A" and is also a point on a curve from which the radial center bears South 50° 00' 00" West 490.09 feet; thence Southeasterly along the arc of said curve concave to the Southwest 113.02 feet to a point of reverse curve from which the radial center bears:North 63° 11'. 50" East 490.69 feet; thence Southeasterly along the arc of said reverse curve concave to the Northeast 113.02 feet; thence South 40 00'. 00" East 130.32 feet to a point designated as Point "B" thence continuing South 40° 00' 00" Fast. 13.00 feet to a point on a curve from which the radial center bears North 50° 00' 00" East 318.30 feet; thence Easterly along the arc of said curve concave to. the North.211 ...66 feet; thence South 78° 06' 00" East 614.76 feet to a point on a cur from 'which the radial center bears North 11° 54' 00" East.477.47 feet; thence Easterly along the arc of said•curve concave to the North 200 feet, more or less, to the Westerly margin of the Burlington. Northern Railroad right of way and the terminus of said centerline description; also City of Tukwila EXHIBIT C TEMPORARY UTILITY EASEMENT RIGHT BANK - FOSTER GOLF LINKS BACK FIVE Temp. Construction Easement No. G- 10- 10A(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/30/85 (Parcel 2) That portion of said unction Additic:. lying Northerly of the North line of the South 115 feet of said Section 14; lying Easterly of the West line of the East 2230.feet of said Section14; and lying Southerly of the abov described temporary easement; also (Parcel 3) That portion of said. unction Addition lying Southeasterly of the said Line of Ordinary High Water; lying Northeasterly of the first above described temporary described as Commenc 00' 00" East 50.00 f 00" West 77.79 feet; North 50° 00' 00" Ea feet, More or less. bank of the Duwamish description, contain Survey of the South accepted as marking said DLC by at leas 26 years and before Said temporary construc construction of a sewer together with the right property for the forego of this instrument and easement area shall ter occur. 1. MUNICIPALITY shall facilities described h the above described pr specifucations as prov Grantor and the Munici City of Tukwila asesent; and lying Southwesterly of a line ng at said designated Point "B "; thence North 50° et to the Point of Beginning thence; North 0° 00' thence North 40 00' 00" West 132.41 feet; thence t 80.00 feet; thence North 40' 00' 00" West 150 o the Line of Ordinary High Water on the right River; and the terminus of said centerline ng square feet, more or less. Said concrete monume t was established in 1960 by Seattle City Light Surveyors during their retracement of the 1920 and 1928 King County line of said DLC and has been verified and (within two feet, more or less) the South line of a dozen Professional Land Surveyors over the past ion easement being for all purposes during the interceptor, bank protection, and related items of ingress to and egress from said described ng purposes, said easement to commence on the date o terminate on the date actual use of said inate.or on April 30, 1987; whichever shall first The Grantor(s) hereby :nd the MUNICIPALITY, by accepting and recording this easement, mutuall covenant and agree as follows: upon completion of any construction of any rein, remove all debris and restore the surface of perty in conformance with approved plans and ded for in the Memorandum of Agreement between the ality. 2. MUNICIPALITY shall protect and save harmless Grantor(s) from any and all claims, demands, loss, damage, expense and liability of every kind and description including personal injury and for any damage to or loss or destr.. tion of proper y whatsoever suffered.by Grantors, their heirs. successors and assign , or by any persons, firms or corporations, because of the construction aid /or maintenance of said facilities. Temp. Construction Easement No. G- 10- 10A(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/30/85 3. All right, title and interest that may be used and enjoyed without interfering with the easement rights herein conveyed are reserved to the Grantor. City of Tukwila 4. Payment for the temporary construction easement herin granted shall be made at the rate of dollars (S ) per. or fraction thereof that said temporary construction easement area is in actual use by MUNICIPALITY. The term "actual use" as used herein shall be construed to include'only the period from the start of construction of said sewer line in the above described temporary construction easement area until completion thereof, including reconstruction and restoration of improved areas. 5. MUNICIPALITY shall pay up to $200.00 for expenses 'incurred by Grantor for the expert evaluation of this easement under the terms of R.C.N. 8.25.020. DATED this day of , 19 (name of individual or organization) Temp. Construction Easement No. G- 10- 10A(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/30/85 E:tHIBIT D PERMANENT, UTILITY EASEMENT LEFT RANK - SOUTH BOUNDARY OP FOSTER GOLF LINKS The undersigned Grantor(s), their heirs. successors and assigns (hereinafter together referred to as "Grantor(s) "), for and in consideration of the sum of Dollars (t and other valuable considerations, the receipt of which is hereby acknowledged, hereby convey and grant to the MUNICIPALITY OF METROPOLITAN SEATTLE, its successors and assigns (hereinafter together referred to as "MUNICIPALITY "), a permanent easement over, across, along, in, upon and under the following described property: That portion of the Stephen Foster Donation Land Claim (DLC) No. 38 in Section 14, Township 23 North, Range 4 East, W.M., included within the limits of a strip of land 20 feet in width, the centerline of which is described as follows: Commencing at the Southwest corner of said Section 14; thence North 1' 34' 50" East 1723.80 feet along the West line thereof to its intersection with the South line of said DLC No. 38; thence South 88' 33' 10" East 2013.42 feet to a concrete monument (see below) at the intersection of said South line with the centerline of the Puget Sound Electric R.R. (Seattle Tacoma Interurban R /W); thence North 43' 41' 31" West along said centerline 86.46 feet; =Lnence South 88' 33' 10" East 70.89 feet to an intersection with the Easterly margin of said Puget Sound Electric R.R. and the Point of Beginning; thence South 88' 33' 10" East 786.86 feet; thence South 64' 16' 35" East 35 feet more or less to the Line of Ordinary High Water on the left bank of the Duwamish River and the terminus of said centerline description, containing 16,500 square feet, more or less. Said concrete monument was established in 1960 by Seattle City Light Surveyors during their retracement of the 1920 and 1928 King County Survey of the South line of said DLC and has been verified and accepted as marking (within two feet, more or less) the South line of said DLC by at least a dozen Professional Land Surveyors over the past years and before. Said easement being for the purpose of installing, constructing, operating, maintaining, removing, repairing, replacing and using a sewer interceptor and a district heating and cooling system with all connections, manholes and appurtenances thereto, together with the right of ingress to and egress from said described property over the maintenance access road along said property's south boundary for the foregoing purposes. The Grantor(s) hereby and the MUNICIPALITY, by accepting and recording this easement, mutually covenant and agree as follows: City of Tukwila Permanent Utility Easement No. G- 10- 10R(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/29/85 DATED this day of , 1 City of Tukwila 1. MUNICIPALITY shall, upon completion of any construction of any . facilities described herein, remove all debris and restore the surface of . the above described property in conformance with approved plans and :. specifications as provided for in the Memorandum of Agreement, between the Grantor and the Municipality. 2. MUNICIPALITY shall, if the above deibribed property is disturbed by the maintenance. removal, repair or replacement of the facilities specified herein, restore the surface of the above described property as nearly as possible to the condition in which it existed at the commencement of said maintenance. removal: repair or replacement. 3. MUNICIPALITY shall pay Grantor for . golf course revenue losses due to the maintenance, removal, repair. or replacement of the facilities specified herein. Said losses shall be based on and established by an MAt appraisal provided at METRO's expense or by negotiation based on both METRO's appraisal and a second MAI appraisal paid for by the Grantor. 4. MUNICIPALITY shall protect and save harmless Grantors) from any and all claims. demands, loss, damage, expense and liability of every kind and description including personal injury and for any damage to or loss or destruction of property whatsoever suffered by Grantors, their heirs, successors and assigns, or by any persons, firms or corporations, because of the construction and /or maintenance of said facilities. 5. All right, title and interest which may be used and enjoyed without interfering with the easement rights herein conveyed are reserved to the Grantor. After the date of this agreement, the construction, installation or maintenance of any permanent structures shall be absolutely prohibited within the above described permanent easement area and shall be deemed an unreasonable interference: with the Municipality's easement rights unless specifically approved in writing by the Municipality.' Temporary structures such as fences, shelters, and similar miscellaneous facilities may be installed by the Grantor, provided any such installation shall be subject to prior review by the Municipality. As to any permanent structures, the provisions of Paragraph 1, 2 and 3 shall not apply. 6. MUNICIPALITY shall pay up to $200.00 for expenses incurred by Grantor for the expert evaluation of this easement under the terms of R.C.W. 8.25:020. (name of individual or organization) Permanent Utility Raiment' No. G- 10- 108(RR) Revised 4/12/e5 Revised 7/01/85 Revised 7/29/85 The undersigned their heirs, successors and assigns (hereinafter together referred to as "Grantor(s)"), for and in consideration of the sum of Dollars (S and other valuable considerations, the receipt of which is hereby acknowledged, hereby convey and grant to the MUNICIPALITY OP METROPOLITAN SEATTLE. its successors and assigns (hereinafter together referred to as "MUNICIPALITY "), a permanent easement over, across, along, in, upon and under the following described property: That portion, of Junction Addition to City of Seattle, according to plat thereof recorded in volume 12 of plats,. page 75, records of King County, Washington; in Section 14, Township 23 North, Range 4 East. W.M.,. included within the limits: of : a strip of land 20 feet in width, the centerline of which is described as follows: Commencing at the Southwest corner of said Section 14; thence North 1° 34' 50 "East 1723.80 feet along the West line thereof to its intersection with the South line of the Stephen Foster Donation Land Claim (DLC) No 38; thence South 88° 33' 10" East 2013.42 feet to a concrete monument (see below) at the intersection of said South line with the Centerline of the Puget Sound Electric R.R. (Seattle Tacoma Interurban R /W); thence North 43° 41' 31" West along said centerline 86.46 feet ;., thence South 88° 33'.`10" East 857.75 feet; thence South 64° 16' 35" East 57.90 feet to a point designated as Point "A "; thence South 40 00' 00" East 95 feet, more or less, to the Line of Ordinary High. Water on the right bank of the Duwamish River and the Point of Beginning; thence continuing South 40 °.00'. 00" East 3 feet, more or less. to a point which is South 40' 00' 00" East 97.86 feet from said Point "A" and is also a point on a curve from which the radial center bears South 50° 00' 00" West 490.69 feet; thence Southeasterly along the arc of said curve concave to the Southwest 113.02 feet to -a point of reverse curve from which the radial center bears North 63° 11':50" East 490.69 feet; thence Southeasterly along the arc of said reverse curve concave to the Northeast 113.02 feet; thence South 40° 00' 00" East 143.32 feet to a point on a curve from which the radial center bears North 50° 00' 00" East 318.30 feet; thence Easterly along the arc of said curve concave to the North 211.66 feet; thence South 78 06' 00" East 614.76' feet to a point on a curve from which the radial center bears North li' 54' 00" East 477.47 . feet, thence Easterly along the arc of said curve concave to the North 200 feet, 'more or less, to the Westerly margin of the Burlington Northern Railroad right of way and the terminus of said centerline description; containing square feet, more or less. Said concrete monument was established in 1960 by Seattle City Light Surveyors during their retracement of the 1920 and 1928 King County n � EXHiBIT. PERMANENT UTILITY EASEMENT RIGHT BANK - POSTER GOLF LINKS BACK :: City of Tukwila Permanent Utility Easement No. G- 10- 10A(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/25/85 ' ' • City of Tukwila Survey of the South line of said OLC hes been verified and accepted as marking (within two feet. more or less) the•South line of said OLC by at least a dozen :Professional Land Surveyors over the past 26 years and befdre. Said easement being for the purpose of•instslling, constructing, operating. maintaining, removing. repairIng; replacing,and using a sewer interceptor and a district heating and:cooling,system with,all connections, manholes'and appurtenanceethereto,_together With theright: of ingress to and egress from said described proPerty*Or"the Maintenance: access road along said south boundary and conterete thetoregoinupurposei, The load limit of said,toncrete bridgeli 20 tons (HS-20 loading). The Grantor(s) hereby and the MUNICIPALITY,-by,accepting and recording this easement, mutually covenant and agree es follows: . _ . . 1. MUNICIPALITY shall', upon completion of any construction of any facilities described herein,'remove all debris and restore the of the above described property In conformance with approvedIilens-and:: specifications as provided for in theAemorandum of Agreement'between the Grantor and the Municipality. 2. MUNICIPALITY shall. if the above described property 11 disturbed by the'aaintenance. removal, repair or replacement of the facilities specified herein. restore the surface .of the above described property as nearly es possible to the condition In which it existed at:the commencementef said maintenance, removal, repair or:reOlaCiient. • 3. MUNICIPALITY shall.pay Grantor for.golf course revenue'losises'due to the maintenance, removal, repair, or of ihe.ficilities specified herein. Said losses'shall be based on and esteblished•by MAI appraisal provided'at METRO's expense.or:by negotiation 'based on both METRO's appraisal and a second MAX appraisal paid for. by the Granter. 4, MUNICIPALITY shall protect and saveiharmless,Grantor(s) froe,any and all claims. demands, loss, damage, expense and liability of every and description including personal injury andlor any damage to or'loss or destruction of property'whitsoever'suffered by Granters, their heirs. successors and assigns, or by any persons, firms. or corporations, because of the construction and/or maintenance of said fecilitiet. 5. All right title and : interest which may be used and enjoyed without •nterferingwith the easement rights herein .conveyed are'reservedr-to the Grantor. Afterthe date of thieegreement,the-constructiOninstallation or maintenance of any permanentstructures.shall,be absolutely prohibited within the above described permanent easement area and shall be:deemed an unreasonable interference with the Municipality's, easement rights unless specifically approved'in writing by the'Municipality.. Temporary': structures such as fences, shelters, and similar misCellineOuslacilities may be installed by the Grantor, provided any such installation 'shall be subject:to prior review by the Municipality. As to any or permanent structures, the provisions of 1, 2 and 3 shall not apply. Permanent Utility Easement No. G-10-10A(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/25/85 6. MUNICIPALITY shall pay up to $ 20L :uU for . ..incurred _by Grantor for the expert evaluation of this easement under the terms of R.C.N. 8.25.020. DATED this day 'of 19 . City of Tukwila (name of individual or organization) Permanent Utility Easement No. G- 10- 10A(RR) Revised 4/12/85 Revised 7/01/85 Revised 7/25/85 tt W A Serroge \S f�c CWC. MW may ` • i\ \ \ 1 • 5 00'33' /D'E tDI5. #= \ GOI 20 PeRMANENT EASEMENT ii .iv .i: ..ii ii . • 0 • ..- I TEMP. CONSTRUCT /ON EASEMENT U/NE OP ORDINARY MEN ENTER TO Municipality of Meh000liraa Seattle U N S ENGINEERS I we'/00" RENTON EPFIUENT TRANSFER SYSTEM ` CITY N-t9 TY Of TUKW SY ILA / • I PPl1Pa5ED EASEMENT ETS 1,40 tp © REVISED 4 EASEMENT 7/29/05 ; C N43'4/ 3 /`HV; 8441,' 4i' 5 86'3 3'/0`E 2013 .42' ci MUM LINE P 5TEP1fEN fi05Tfe D.L.C. #35 5. 1321h 5Z (VACATED) c< tec\.,. 588'33'/0 "E NSZ75' O Tax Lot Number O Easement Number Permanent Easement Temporary Easement RR 5 4'IG'35'E 11e 4-85 ° CLK WPODVIII 1) 3710' L * /I30Z' �P de 13•11'50• P.o. 1 /Ah Of &UNARY 11/6N MM17ER • IV/NT S' SEE SNT. 2OfZ TP10 Mmicipolity of Metropoliton Seonle U R S ENGINEERS I RENTON EFFLUENT TRANSFER SYSTEM C/77 Of TUKW /LA PROPOSED EA5EMENT E5 -30 5 , • MIA /.•100. 5ftt M -t3-4 ems /. i LINE AC OAD /N4RY NAIL/ WAreR POINT ;. (SEE o, z) I‘. dal) 40' TEMP CONSTRUCT /ON EASEMENT i 4T0 -d' p si- y L • //3iQt, ' t as /1•//'50," • �/ - . ` ' . o •W . 1 * ;, 4/ • 1-ty �- 4 * 1 R, /NT ''AID \ 1, - .. ,-PARCEL: ■ REVISED E PERM HE. JT EASEMENT 1/29/85; CLK REVISED TEMPORARY EASEMENT 4/1285 ; RCH ® CHANGED NAME OF RIVER 7/ 1 85; RCH remPamey CONSTRUCTION CASEMENT • • y3 O 0 13 t' • •'n r 20' PERMANENT EASEMENT Tax Lot Number Easement Number Permanent Easement Temporary Easement 40' TEMP CONSTRUCTION EASEMENT DUWA/4 5H • ' 1-55 CLK I . RR ••• 14.76~ . t' • •� ... - LINE OP ORD /NARY 11/6W mime rem, CONSTRUCT /ON ESM'T AL" LINE L JO 07701 . ADD TD CITY 4' SEATTLE RIVER s 4 4 1 y 1 14 Z3 TOTAL PEPMANEN T EASEEMENT 28,000 * 5.F. TOTAL TEMPOKAFY CONSTeUCTION EASEMENT = Z30,A:V t 3.f: titian O TANici/diyr d Uar,eliI a S.oN% U 11 S ENGINEERS 1 PENTON EFFLUENT TMAMEFEM SYITEM CITY OF TUK YY /L A PKLIP05ED EASEMENT ET5 — 3D 14 13 t9 S t ..e2.. .7 on% •••••■ • 5 ETS-3A a 3B BRIDGE 13 RIVER CROSSING ETS-30 • • RENTON I :" re awe 7), * .; KING CO ETS-1C (PUMP STATION) ETS - Mr. Herman Huggins Northwest Regional Office Department of Ecology 4350 150th Avenue NE Redmond, WA 98052 King County Executive Randy Revelle Department of Public Works Donald J. LaBelle, Director July 16, 1985 t%Y) King County Administration Building 500 Fourth Avenue Seattle, Washington 98104 (206) 344.2517 _.._..__..__. �,...,. ..._.,>.,, „.....,,.- Syr 4- cf,C< Oaf RECEIVED CITY OF TUKWILA JUL 22 1985 PUBLIC WORKS DEPT. SUBJECT: SFCZA #KC -224 -2 (Our file #2- 1588) Dear Mr. Huggins: We are enclosing a State Flood Control Zone Application and plans submitted to this office by Metro in Section 14, Township 23 North, Range 4 East, W.M. for construction and maintenance of a wastewater force main, Black and Duwamish River Crossings, bridges, levees and river bank protection. We have reviewed the application and are submitting the following comments: Nothing in this permit shall be construed as excusing the permittee from compliance with any applicable federal, state, or local statutes, ordinances, or regulations including those administered by local agencies under the Shoreline Management Act of 1971. The access road adjacent to the river bank should be placed in a 30' wide (measured from top of bank) river protection easement, dedicated to King County. Construction of the Gabion walls in the existing channel shall not reduce the cross sectional area of the Green (Duwamish) below the 100 year flood plain. The 96” pipe shall be encased in reinforced concrete in the river crossing. The cofferdam across the Black River shall not block flows in the Black River channels. Provisions must be made to re -route the flows, to the satisfaction of King County Surface Water Management. A fisheries permit is required for this permit. All fisheries recommendation shall be incorporated into the design. The excavated excess material shall be taken to an approved filling and grading site. Sincerely, MAJ /SPK:js Enclosures, Mr. Herman Huggins July 16, 1985 Jhe`two Phase temporary cofferdam as proposed for the Green River shall not increase the 100 year flood plain elevation. Increased velocities may require bank stabi to the satisfaction of King County Surface Water Management. The Gabion rock and filter blanket revetment specifications for the channel bank stabilization shall meet King County standards. cc: 'City- :ofrTukwla METRO - Byron Sneva URS -Bob Parnell C.".:0 M.A. Junejo, Proj t Engin =er, Surface Water Management`Iivision ..._ �.... SEATAC AIRPORT VICINITY MAP SCALE OF MILES 0 1/4 1/2 TO' SEATTLE N T24N T23N PROPOSED SITE SEC. 13 FOSTER GOLF COURSE BLACK RIVE RENTON SEC. 24 O 'TACOMA .1 4 •s) 071— OYB -2- 009996 PROPOSED SANITARY SEWER LINE, • EXCAVATE. BACKFILL; RIP —RAP; GABIONS AND TEMPORARY SHEET PILE COFFERDAM IN: THE DUWAMISH • BLACK RIVER AT:TUKWILA COUNTY OF: KING STATE: WA. APPLICATION BY: MUNICIPALITY OF METROPOLITAN SEATTLE SHEET 2 OF Q DATE: MAf. ions W W wit OUTFAL L & ASSOCIATED TRUCTURE SUBJECT TO UTURE APPLICATION RENTON PROPOSED SITE TUKWILA AREA MAP SCALE OF MILES r1 2 4 8 071- OYB -2- 009998 PURPOSE: CONVEY TREATED EFFLUENT AND BANK PROTECTION DATUM: MLLW= 0.00 N.O.S. CONTOUR BASED ON NGVD= 0.00' N.O.S. MLLW:= -8.25 MLLW NVGD ADJACENT PROPERTY OWNERS: LIST AVAILABLE FROM SEATTLE DISTRICT C.O.E. PROPOSED SANITARY SEWER LINE, EXCAVATE; BACKFILL; RIP -RAP, GABIONS AND TEMPORARY SHEET PILE COFFERDAM IN: THE DUWAMISH & BLACK RIVER AT: TUKWILA COUNTY OF: KING STATE: WA APPLICATION BY MUNICIPALITY OF METROPOLITAN SEATTLE SHEET 1 OF 9 DATE: MAR. 1886 • ACCESS ROAD e 8 0 EET PILES EMPORARY) UNIT OF RW -RAP 96 PCCP FM 20 7 7 10, EXIST. PED. BRIDGE TO • BE REMOVED 1), ft. GABON WALL FOSTER GOLF COURSE A : CONNECT TO EXISTING BANK PROTECTION / 50 4 PLAN SCALE OF FEET 0 50 100 ACCESS ROAD 071-0YB-2-009998 PROPOSED SANITARY SEWER LINE, EXCAVATE; BACKFILL, RIP -RAP, GABIONS AND TEMPORARY SHEET PILE COFFERDAM IN: THE DUWAMISH AT: 'TUKWILA COUNTY OF: KING STATE: WA APPLICATION BY: MUNICIPALITY OF METROPOLITAN SEATTLE SHEET 3 OF 9 DATE: MAR. 1985 FOSTER GOLF COURSE LAT. 474'23' 35' N 177500 ACCESS ROAD A 600' RP -RAP N 177 250 0 co 0 RIVER MILE 10.80 PLAN. SCALE OF FEET 50 0 50 100 150 PROPOSED SANITARY SEWER LINE, EXCAVATE; BACKFILL; RIP -RAP; GABIONS . AND TEMPORARY.SHEET PILE COFFERDAM IN: THE DUWAMISH RIVER AT: TUKWILA COUNTY OF: KING STATE: WA. APPLICATION BY: MUNICIPALITY OF METROPOLITAN SEATTLE DATE: MAR.1985 20.- POINT 98' FM 10 — 228' ± OW 1L W OM 4 co ZZ WW TOP OF TEMPORARY SHEET PILES TWO STAGE CONSTRUCTION---� -10 — 96' FM FOR TRENCH DETAIL SEE SHEET 9' DUWAMISH RIVER LINE 14.00 FINISH GROUND 140' V MHHW =11.4' END 1ST STAGE SHEET PILE & PIPE INSTALLATION --a RIP -RAP IITAGE SHEET EGIN 2ND PILES & PIPE INSTALLATION � / ,i1 —ACCESS MANHOLE //kW 2' MIN. - QUANTITIES BELOW MHiW (-) 17.99 S=0.0010 96' PCCP (-) 18.13 FIRST STAGE CONSTRUCTION DREDGING: 1100 CY SILTS i CLAYS BY DRAGLINE RIP -RAP: 600 CY ROCK BY DRAGLINE SELECT BACKFILL: 200 CY BY DRAGLINE DISPOSE EXCESS MATERIAL:1100CY SILTS & CLAY BY DRAGLINE A VEHICLES _ 1 POINT 96' FM _ 20 or EXIST. GROUND LINE V~ Z= OW u i W 04 ZZ WW 10 SECTION B -B SCALE OF FEET —10 —0 HORIZ.20 VERT. 071-OYB-2-009998 5 SECOND STAGE CONSTRUCTION EXCAVATW: 3,300 CY SILTS & CLAYS BY DRAGLINE RP -RAP: 1,000 CY BY DRAGLINE GABION WALL: 2,000 CY SELECT BACKFILL: 550 CY BY DRAGLINE DISPOSE EXCESS MATERIAL: 3.300 CY SILTS & CLAYS BY DRAOLINE 8 VEHICLES NOTE: DISPOSE EXCESS MATERIAL TO APPROVED UPLAND DISPOSAL SITES 0 20 40 0 5 10 60 15 PROPOSED SANITARY SEWER LINE, EXCAVATE-., BACKFILL, RIP -RAP, GABIONS AND TEMPORARY SHEET PILE COFFERDAM IN: THE DUWAMISH RIVER AT: TUKWILA COUNTY OF : KING APPLICATION BY: SHEET 8 OF 9 STATE: WA MUNICIPALITY OF METROPOLITAN SEATTLE DATE: MAR. 1985 OUANTITIESBELOW MHHW WATER LEVEL: EXCAVAT! : RIP -RAP, DISPOSE EXCESS MATERIAL: GABION WALL : GRANULAR BACKFILL v s 2300 CY 500 CY 2300 CY 1800 CY 100CY 28.8' SILT i CLAY BY DRAGLINE ROCK BY DRAGLINE TO APPROVED UPLAND DISPOSAL SITES BY DRAGLINE a VEHICLES EXIST GROUND LINE 15' 18' F.G. 28.8 4.5' 7.0' c ACCESS ROAD 7.0' VARIES a-1 1 P.L. 9.00 —1' MIN. RIVER BOTTOM EL. +3.00 ± 1' GABION WALL GRANULAR BACKFILL 2 1 RIP -RAP KING COUNTY SPECIFICATIONS SECTION A -A NO SCALE MLLW =0.00 8' GRANULAR LEVELING COURSE e' MIN. GRANULAR BASE COURSE APPROX. LOCATION OF 90' PCCP FORCE MAIN FOSTER GOLF COURSE soak TOP SOIL LANDSCAPING TO CONFORM TO GOLF COURSE MASTER PLAN 071-OYB-2-009998 PROPOSED SANITARY SEWER UNE, EXCAVATE., BACKFILL, RIP -RAP, GABIONS AND TEMPORARY SHEET PILE COFFERDAM IN: THE DUWAMISH RIVER AT: TUKWILA COUNTY OF: KING APPLICATION BY: STATE: WA MUNICIPALITY OF METROPOLITAN SEATTLE SHEET 5 OF 9 DATE: MAR 1985 EDGE OF EXIST. BLDG. 1 FEATHER TO MATCH EXIST GRADE, 7:1 SLOPE 6' GRANULAR LEVELING COURSE 6' GRANULAR BASE COURSE SELECT EMBANKMENT MATERIAL COMPACT TO 80% DENSITY ACCESS ROAD 7.0' 3. 12.0' 12.0' 11.0 FINISH GROUND LINE 20.1 MiHW =11.4' Q GRANULAR BACKFILL SECTION C -C SCALE OF FEET 10 0 10 20 FOR QUANTITIES BELOW MHHW, SEE SHEET 6 s GABON WALL EL(-) 4.0 . 1E-1-.(-) 7.0 EL(-) 8.0 071-OYB-2-009998 PROPOSED SANITARY SEWER LINE, EYC.AV�IT.E, BACKFILL; RIP -RAP, GABIONS AND TEMPORARY SHEET PILE COFFERDAM IN: THE DUWAMISH RIVER AT: TUKWILA COUNTY OF: KING STATE: WA. APPLICATION BY: MUNICIPALITY OF METROPOLITAN SEATTLE. SHEET 7 OF 9 . DATE: MAR. 1985 SEE SHEET 9 •7p. *. 4O Agei as ? ' b eI♦ b e` OHW PLAN BLACK RIVER CROSSING SCALE OF FEET 50 0 50 100 PURPOSE: CONVEY TREATED EFFLUENT DATUM moo NGVD 20 --� URLINGTON NORTHERN R.R. UNION PACIFIC R.R. 071—OYB-2-009998 . PROPOSED SANITARY SEWER UNE EXCAVAT.E, BACKFILL; RIP—RAP; & GABIONS IN: THE BLACK RIVER AT:TUKWLA COUNTY OF: KING STATE: WA APPLICATION BY: MUNICIPALITY OF METROPOLITAN SEATTLE SHEET 8 OF 9 DATE: MAR 1985 BLACK RIVER TOP OF SHEET PILES ONE STAGE CONSTRUCTION - 10 N W w 4 0 2 se 0 OHW-12.0' 144' 1 2 SECTION 0-D W OF FEET .NORZ • . 10 20 Ygl'T. -i 0 .0 .10 2' MN �8c0.0010 PCCP FORCE MAN (-) 11.5 (-) 1-1.0 t ACCESS MH EXIST GROUND UNE Tr - 1 20 AjAM:W'IES MOW .OHW WA1lR LEVEL EXCAVA1 *.: 11100 CY SILT Z CLAY SY 0RAOLINE RIP -RAP: 300 CY ROCK BY DRAOLINE: SELECT SACKFILL: SOO CY BY DRAOLINE. RIP -RAP 00" PCCP FORCE MAIN REINFORCED CONC. ENCASEMENT INVERT ENCASEMENT BASE SLAB MUD MAT ROCK DRAIN BOTTOM EXCAVATION DISPOSE EXCESS MATERIAL: 1000 CY SILT i CLAY BY DRAGUNE 1 VEHICLES: (TO APPROVED UPLAND DISPOSAL SITE) O71-QYB-2=009998 :-PROPOSED SANITARY•.SEWER LINE,:. EXCAVATE, BACKFILL, & RIP -RAP :. it -THE BLACK RIVER AT: TUKWILA COUNTY OF: KSi0 STATE: WA. APPLICATION BY: .MUNICIPALITY OF METROPOLITAN SEATTLE SHEET 9 OF 9 DATE: MAR. 1985 } 4CmETRD , Municipality of Metropolitan Seattle _. Pa Po I June 6, 1985 Exdunge • 821 Second Ave., Seattle,Washington 98104 Mr. Byron Sneva Director of Public Works City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Dear Mr. Sneva: RECEIVED A CITY JUN i 1 1985 PUBLIC WORKS DEPT. We are writing to you to confirm our understanding and previous conversations with City staff concerning the application of the City's Shoreline Management Master Program (SMMP) and Zoning Code (Tukwila Municipal Code (TMC) 18.44). It is our understanding that the river crossing is allowed in the River Zone under City codes. The River Zone "is an impact buffer area which provides for resource protection, flood control maintenance, pollution control and landscape enhancement." SMMP at 6.2 (emp. sup). The codes allow certain limited uses in the zone, including "support facilities for pollution control such as runoff ponds and filter systems, provided they are at or below grade." River Zone Use Regulations A.6 and B.4 (SMMP at 6.2 and 6.3) and TMS 18.44.130(1)(C) emp. supp. The zoning code would also permit bridges in the buffer. TMS 18.44.130(1)(F). The SMMP also states that "all state and federal water quality .regulations shall be strictly complied with." General Regulation #8, SMMP at 6.1. As such, the River Zone also contemplates pumps, pipes, and facilities associated with pollution control systems. The city codes also expressly recognize that such facilities, may occur in the zone, as demonstrated by the River Zone Use Standards, which contemplate "utility easements" (use standard #6, SMMP at 6.4; TMC 18.44.130(2)(E) and "other facilities such as pumps, pipes, etc...." (use standard #5, SMMP at 6.4; TMS 18.44.130(2)(D)), emp. supp. Consequently, the SMMP and zoning code would permit the proposed use and would not involve a variance and your planning staff will act on the permit accordingly. Mr. Byron Sneva June 6, 1985 Page Two Very tu]jy yours, I: tiA�l�c :.'Q.N'aYGL.v::M1x34Y1AtL:rt Xxi.'�a:Ytas:'eA ,, .r.» c�* ru>r �y*. x> r�. rww. wru., ea .n..w...�.+�.........,..�....� ,— ,��•.wmv�;�jamea� «x,w�w Thank you for your attention to this matter. If you have any questions, please do not hesitate to call me. Terry. Monaghan Capital PrograrfiJSuperintendent TRM : k cc: Mr.. Brad Collins Mr. Robert Gunter Mr. Lynn Wilcox • • May 13, 1985 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 433.1800 Gary L VanDusen, Mayor METRO Exchange Building 821 Second Avenue Seattle, WA 98104 Re: METRO ETS Shoreline Management Substantial Development Permit 85- 02 -SMP Dear Susan Solberg: The Board of Architectural Review approved your project design on April 25, 1985, subject to the following conditions: 1. Revision of the Foster Golf Links bridge to a more visually interesting surface design treatment per review and approval of the Board of Architecture Review, if the bridge is built. 2. Restoration of Foster Golf Links per the Master Plan or original construction plans per review and approval by City staff. 3. Completion of the interagency agreement between the City and METRO. 4. Air relief valves being painted earth tone colors in the area of Foster Golf Links and Interurban Avenue South. 5. Approval of a Shoreline Management Substantial Development Permit. 6. Sidewalk, trail and landscaping improvement along the Interurban Avenue alignment section. We have not received the following documents which are necessary to complete your Shoreline permit application: 1. METRO's decision on constructing the temporary and permanent Foster Golf Links bridges. If the bridges are to be built, forward the plans per the approval of the Board of Architectural Review. 2. The completed interagency agreement between the City and METRO. 3. Sidewalk, trail and landscaping plans for the alignment along the Interurban Avenue South. METRO May 13, 1985 Page 2 4. Documentation of ownership /easement of property for the ETS alignment. These required documents are those which were specified in the April 25, 1985, decision of the Board of Architectural Review and which were accepted by your representative in attendance. As soon as the documents are pro- vided and are found to conform to the Board's decision, we will complete the Shoreline permit process and forward the action to the. Department of Ecology. If you have any questions, call me at 433 -1847. R L. Rick Beeler Associate Planner /ks (METROSMP) cc: Mayor City. Attorney Public Works Director Planning Director — Lynn Wilcox Matt Harris 1;1. "(Lv:r4W'is att•:bfaa'A�n�+.e '" City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 433-1800 • Gary L VanDusan, Mayor 1908 May 13, 1985 U.S.. Army Corps of Engineers Seattle District Regulatory Functions Branch P.O. C -3755 Seattle, Washington 98124 -2255 ATTENTION: Rudy Pojtinger, Project Manager REFERENCE: 071- OYB -2- 009998 Please be informed that the City of Tukwila assents to the construction of the ETS pipeline in the Duwamish and Black Rivers. The assent to the construction of the these pipeline river crossings are conditioned upon METRO and the City of Tukwila entering into a Joint Agency Agreement. At this point and time such agreement has not been executed. Shou d you need any further information, please do not hesitate to call. Sin erely, By •n G. Sneva, P. Public irks Director /Cs (POT.S) K.1 cc: Mayor /City Administrator File: 85 -SWO1 - 5 . ...w.�u�wuxauyxw�nauw+nf!?�Y.a^ hAWfXtiMet.MatfC VNI siAD —S.- YOUR ASSENT IS REQUESTED FOR THIS WORK. US Army Corps of Engineers Seattle District Regulatory Functions Branch Post Office Box C -3755 Seattle, Washington 98124 -2255 Telephone (206) 764 -3495 ATTN: Rudy Pojtinger, Project Manager APPLICANT - Municipality of Metropolitan Seattle 821 Second Avenue Seattle, Washington 98104 ATTN: Ms. Susan M. Solberg telephone (206) 447 -6642 g27 ? It) 0 Public Notice m ECE1VE c oc nrwiD u of Application P7 for Permit """""" Public Notice Date: 12 April 1985 Expiration Date: 1 ► 4 Max_L985i Reference: 071- OYB -2- 009998 Name: Municipality of Metropolitan Seattle Interested parties are hereby notified that application has been received for Department of the Army permit in accordance with Section 10 of the Rivers and Harbors Act of March 3, 1899, and Section 404 of the Clean Water Act for certain work described below and shown on the enclosed prints. LOCATION - In the Duwamish and Black Rivers at Tukwila, King County, Washington. WORK - Excavate trench and bank; construct temporary sheet pile cofferdams; install sanitary sewer line; place fill, riprap, and gabions. PURPOSE (PER APPLICANT) - Convey treated effluent, and bank protection. ENDANGERED SPECIES - Preliminary determinations indicate that the activity will not affect endangered species, or their critical habitat, designated as endangered or threatened (Endangered Species Act of 1973). Formal consultation under Section 7 of the Act is not required. CULTURAL RESOURCES - Presently unknown archeological, scientific, prehistorical or historical data may be lost or destroyed by work to be accomplished under the requested permit. The work is not located on a property registered in the National Register of Historic Places. PUBLIC HEARING - Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider this applica- tion. Requests for public hearings shall state, with particularity, the reasons for holding a public hearing. EVALUATION - The decision whether to issue a permit will be based on an evaluation of the probable impact, including cumulative impacts of the proposed activity on • Encl Prints (9) C33y13DE3 A JWIJAC0Nl41*998 'the imbtic• interest. That decision will reflect the national concern for both pro- tection' and utilization of important resources. The benefit which reasonably may be to accrue from the proposal must be balanced against its reasonably 16^ @1; ei+b1Vdetriments. All_ factors which may be relevant to the proposal will.be considered, including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental'concerns, wetlands, cultural values, fish and wildlife values, flood hazards, flood plain values, land use, navigation, - : shore erosion and accretion, recreation, water supply and conservation, water qual- ity, energy needs, safety, food and fiber production, mineral needs, consideration of property ownership, and, in general, the needs and welfare of the people. ADDITIONAL EVALUATION - The State of Washington is reviewing this work for consis- tency the approved Washington Coastal Zone Management Program. The evaluation of the impact of the activity on the public interest will include application of the guidelines promulgated by the Administrator, EPA, under author- ity of Section 404(b) of the Clean Water Act. COMMENT AND REVIEW PERIOD - Comments on these factors will be accepted and made part of the record and will be considered in determining whether it would be in the best public interest to grant a permit. Comments should refer to the reference number shown above and reach this office, Attn: Regulatory Functions Branch, not later than the expiration date of this public notice to insure consideration. i 'P '5130 sum 3n0 l7 5861 :Z tinr vihroini 40 1.113 May 13, 1985 N 1 7 1 9 8 5 IMEEMBD 85 CITY OF TUKWILA PLANNING DEPT. F /NWR5 Colonel Roger F. Yankoupe District Engineer, Seattle District Corps of Engineers . P.O. Box C -3755 Seattle, WA 98124 Re: P.N. 071- O1B -2- 009998, Municipality of Metropolitan Seattle (4/12/85) Dear Colonel Yankoupe: We have reviewed the referenced permit to place fill, rock riprap, gabions and other work associated with placing a sewer line across the Duwamish and Black Rivers. The amount of riprap and gabions needed for shoreline protection for the sewer pipeline seems excessive. Typically, only specific areas receiving serious erosion impacts should be considered for riprap protection. These protection measures should then be designed to minimally encroach below ordinary high water. On significant habitat destruction projects such as this, we request compensation of all fishery habitat losses with mitigation. We met with the applicant on -site and discussed with him our concerns. As a result, it is our understanding that significant modifications to the present proposal will be forthcoming. We were assured that these modifications would alleviate our concerns. Therefore, we would like this 7 permit application to be held in abeyance until the applicant can provide us a copy of his proposed changes. UNITED STATES DE PARTM NT OF COMMERCE National Oceanic and Atmospheric Administration NATIONAL MARINE FISHERIES SERVICE ENVIRONMENTAL & TECHNICAL SERVICES DIVISION 847 NE 19th AVENUE, SUITE 350 PORTLAND. OREGON 97232.2279 (503) 230.5400 The National Marine Fisheries Service has responsibilities 'for the ' protection and enhancement of marine, estuarine, and anadromous fishes and their habitats. We have concerns about this application because near -shore shallow water areas provide valuable food production areas and resting predator avoidance areas for juvenile salmonids.' The applicant proposes to riprap and place gabions along a considerable length of the Duwamish River. In doing so, shallow water habitat would be replaced with a steep, rocky bank. This change of habitat type would displace valuable juvenile salmonid rearing habitat with habitat more suitable for salmonid predator fish. A significant decrease in the juvenile salmonid population of the area could result. • ': Fa.•.7 ":tez9FiothlSpTme rirac» rrnr> rw(. aaw. emarwreCSr,V=egr? is�,++` Mac �A. arl i�5.��1��AS1F'i�Y::Sa:�ic�:::, •.� We would like to be notified of the Corps' action on this application and we would like a copy of any permitted actions. If you have any questions about our recommendation, please contact Edmond Murrell of my staff at (503) 230 -5429. We appreciate the opportunity to provide comments on this application. cc: Washington Dept. of Fisheries Washington Dept. of Game Washington Dept. of Ecology Fish and Wildlife Service, Olympia Environmental Protection Agency Sincerely yours, Dale`R. Evans ... Division. Chief May 13, 1985 Colonel Roger F. Yankoupe District Engineer Seattle District, Corps of Engineers P.O. Box C -3755 Seattle, Washington 98124 -2255 Re: PN 071- 0YB -2- 009998, Municipality of Metropolitan Seattle Dear Colonel Yankoupe: FISH AND WILDLIFE SERVICE Ecological Services 2625 Parkmont Lane S.W., Bldg B -3 Olympia, Washington 98502 United States Department of the Interior UN 1 7 1985 CITY OF TUKWU A PLANNING DEPT. �Y.fY."i pia.....,.. -.. _ Y . i:.„�.,.,......�'' "....:..iii• , may 22.1985 . RECEIVED We have reviewed the above - referenced public notice for sanitary sewer line placement and accompanying bank protection work on the Duwamish and Black Rivers, near Tukwila, King County, Washington. Routing of a buried eight foot diameter force main will entail river crossing excavation work, the installation of sheetpile cofferdams and placement of protective riprap over the sewer line in the Duwamish and Black Rivers. The Duwamish River supports chinook, chum, and coho salmon, as well as cutthroat, and steelhead trout. Riparian vegetation .bordering the river contributes to the support of Duwamish River fishery resources, and provides habitat for wildlife. During our project site visit, a field biologist noted conspicuous utilization of overhanging trees and shrubs by mallards. This vegetation also makes in important contribution to the production of insects that serve as juvenile fish prey. We recommend the permit not be issued for this project as presently proposed. Several structural project features and inwater construction methods will result in unacceptable impacts to fish and wildlife resources. Furthermore, less environmentally damaging alternatives appear to be available to eliminate or substantially reduce unavoidable project impacts and riparian habitat losses.. We would not object to the presently proposed Black River crossing work, provided methods to both avoid channel dewatering upriver of the cofferdam and entrainment of juvenile fish are implemented and specified on a revised public notice. Inwater work at the Duwamish River crossing, however, appears to be in excess of that necessary to protect the proposed sewer line. Extensive excavation and riprap placement would affect nearly 0.75 acres of instream and riparian habitat. The extent of this work should be reduced to the minimum necessary to install and protect the force main. In addition, inwater cofferdam con- struction methods that will reduce potential current scouring need to be clearly specified. Associated bank protection work at the Duwamish River crossing site is also in excess of that needed. A near vertical rock gabion wall with an access road would be constructed adjacent to the Duwamish River crossing and extend approximately 450 feet upriver along a steep bank. Less damaging alternatives appear to be available to reduce inwater encroachment. Additional bank protection work of a second upriver site ebtails extensive construction of a rock gabion wall and sloping riprap, capped with an access road. This proposed work would extend along 890 feet of the Duwamish River and would unnecessarily eliminate about 0.6 acres of instream and riparian habitat. Unacceptable fish and wildlife impacts will occur due to implementation of these sewer line placement and bank protection plans. We recommend that no permit be issued until the following points are satisfactorily resolved with the applicant: 1. • Inwater construction methods need to be spelled out that reduce fishery habitat losses, current scouring, and turbidity impacts at the Black and Duwamish River sewer line crossing sites. 2. Practicable alternatives and modified construction methods to reduce gabion wall, riprap, and access road encroachment into the Duwamish River need to be analyzed. Alternate bank stabilization measures that help offset fishery habitat losses, such as selective placement of rock deflectors should be evaluated. Alternate upland sewer force main alignments are available adjacent to the proposed upriver bank protection site. An upland alignment alternative should be selected to avoid the Duwamish River bankline and substantial riparian habitat losses.If project impacts can be reduced to an acceptable level, the need to integrate mitigation measures may be avoided. 3. The reestablishment of native vegetation should he integrated into the project to offset unavoidable riparian habitat loses. Properly designed riparian vegetation plans may also help reduce the need for extensive gabion wall and barl<riprap project features. e• • In summary, we recommend that the permit for this work be denied, because major project modifications are necessary to minimize impacts to anadromous fish and avoid substantial riparian habitat losses. Additional steps need to be taken to delete access road encroachment and to reduce filling of the Duwamish river for sewer line and bank protection work. Inwater construction methods also need to be clarified,' ' in conjunction with project refinements that address the above - listed concerns. We have briefly discussed these concerns and our recommendations with the applicant, in order to expediently resolve these issues. These comments have been prepared under the authority of and in accordance with the provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et seq.) and other authorities mandating Department of Interior concern for environmental values. They are also consistent with the intent of the. National Environmental Policy Act. Thank you for the opportunity to provide you with our resource protection recommendations. Sincerely, . ... i . e :%:it4 „ 9`T ^• 5tk .� wtf -v,.i y �.ar4!v.�Y,+ ` � :y�.; :FY`�Y' �fnut7A5dn�isxTidFF: S�: l6�.,. tv.-,.... GL: 9. L>: 4. a< v. Mn... LY �h� ...{,�iYa4�,:�:�'J.a.s'�..GaS: Svc.. a+ �. ��alo�a •...4fti.�S.:�.:'�..i,f„fs.�a�, •.4L.4:?1�.i�::{ti:?4.5.� r,..L!1�.. ?. o-L:�1.�u.. a_ Charles A. Dunn Field Supervisor cc: BIA EPA NMFS WD•E WDF WDG RO(AHR) L (M. Harris) �J7t�i e e.Qf li':1. fi i.i,"t REPLY TO ATTN OF: M/S 423 itnSta:.>ut1.^S;G:i< i:1!;',..... 1't;e .!gr;�.. ,.... u.a: »n �...lr.!:;r.;< _ > .: n•. day <4�: }Y'.'m. ` {:'. 5 €4irH :` >; <i }fi::el;}r a, 'Y• run.,, •...�, cs.,.nr .�::_ .,ti ":fi:;". ..w•.� , . ......���,,x..x....�}...c.i.... ,,,..r�; ^:..!.,_� L:. L I 4 U.S. ENVIRONMENTAL PROTECTION AGENCY REGION X 1200 SIXTH AVENUE SEATTLE, WASHINGTON 98101 MAY 1 6 19L'. Colonel :Roger F. Yankoupe District Engineer Seattle.District, Corps of Engineers P.O.' Box C-3755 Seattle, Washington 98124 ATTN: Chief, Regulatory Functions Branch RE: 071- 0YB -2- 009998, Municipality of Metropolitan Seattle, April 12, 1985 Dear Colonel Yankoupe: We have riot'completed our review .. of the referenced project to install a ' sanitary sewer line adjacent to the Duwamish and Black Rivers. Based on our discussions with Metro representatives, we understand that revised project plans are currently being submitted to the Corps. Accordingly, we will withhold our final comment on this project until we have reviewed the revised project plans. For further coordination on this project, please contact Carl Kassebaum of my staff at (206) 442 -1286. cc: USFWS- Olympia NMFS WDE WDF WDG Applicant Sincerely, l - 21g JUN 17 1985 • CITY Ur''fUKWR A PLANNING DEPT. Ronald A. Lee, Chief Water Resources Assessment Section Mr. Rudy Pojtinger United States Army Corps of Engineers Regulatory Functions Branch Post Office Box C -3755 Seattle, WA 98124 -2255 King County Executive Randy Rev elle Department of Public Works Donald J. LaBelle, Director April 26, 1985 900 King County Administration Building 500 Fourth Avenue Seattle, Washington 95104 12061344.2517 [JUN 1 'r 1985] CITY OF Tl1KWILA PLANNING DEPT. RE: 071- OYB -2- 009998, Municipality of Metropolitan Seattle Dear Mr. Pojtinger, Thank you for allowing Surface Water Management the opportunity to comment on the referenced application. We have reviewed the application and have the following comments: 1. An approved State Flood Control Permit is required for this project. 2. An approved State Hydraulics /Fisheries Permit is required for this project. 3. The access road adjacent to the river bank shown on sheet 5 of 9 should be placed in a River Bank Protection Easement dedicated to King County. 4. Address the effects of gabion walls as it may reduce the cross - sectional area of the existing channel of the Green (Duwamish) River and increase the floodplain elevation. 5. Address the effects of the construction of the cofferdam in the Black River channel. How are the flows to be conveyed around the cofferdam? Are temporary channels proposed? Provide a detailed phase construction sequence of the channel crossing. 6. Address the effects of the temporary construction of the cofferdam in two phases on the Green (Duwamish) River channel. The reduced cross - sectional area of the channel would increase the flow velocity and the floodplain elevation. 7. The typical cross - section for the Green (Duwamish) River improvements reflect a possible reduction of channel area in the vicinity of the bridge. Check for the adverse impacts on the local property due to an increase in floodplain elevation. 8. The 96" pipe, crossing the river channel is encased in reinforced con- crete. This concrete pour should be monolithic. All joints must be completely sealed. .14 KING COUNT Building and Land Development Division Room 431 Administration Building Seattle, WA 98104 fold METRO c/o Susan Solberg 821 Second Avenue Seattle, WA 98104 DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT Holly Miller, Director BUILDING AND LAND DEVELOPMENT DIVISION Bryan Glynn, Manager ittEMB F iN 17 198 CITY OF TUKWILA PLANNING DEPT. Date: 22 May 1985 To: Surface Water Management Division, DOE, Applicant, Agent From: Patrick Downs , Shorelines Subject: Corps of Engineers Notice Notice No.: 071-OYB-2-009998 Date of Notice: 12 Apr 1985 Name: METRO Waterbody: Duwamish River 071-OYB-2-009998 , METRO This Division has reviewed the above-referenced Corps Notice and submits the following comments: • This division objects to the issuance of a Corps permit until the • decision by the Shorelihe Hearing Officer has been issued. All parties of record will be notified when the decision is issued. Current status of Shoreline Management Permits (if any): Substantial Development Permit 056-84-SH approved 10 May 1985 I. Project Description DEPARTMENT OF ECOLOGY WATER QUALITY GUIDELINES FOR Metro-Renton STP Outfall Project Corps Permit No. 071 -0YB -2- 009998 Department of Ecology Northwest Regional Office 4350 - 150th Avenue, N.E. Redmond, Washington 98052 Telephone: (206) 885 -1900 These guidelines are issued under the authority of WAC 173 - 201 - 100(2) and are intended to provide protection to the quality of public waters of the state. It must be recognized that interrelated and unrelated concerns must be addressed through other processes, such as the Shorelines Management Act, and that these guidelines must remain flexi- ble in order to coordinate these concerns. They will generally be implemented through the certification process for Corps of Engineers' Section 10 and 404 permits and the coordination process for Corps of Engineers' projects. These guidelines may be reviewed and revised as appropriate. All 'contacts regarding these guidelines should be directed to: All construction work in relation to the Renton STP outfall project performed in Duwamish River and Black River as shown in the referenced Corps permit shall conform to the following guidelines unless approved otherwise by the Washington State Department of Ecology (WDOE) . Except where the department has specifically determined in a particular case that significant adverse environmental effects would result, the standards contained in WAC 173 - 201 - 045(2) (c) (ii) , (vi) and (3)(c)(ii),(vi) are waived in accordance with WAC 173 -201 -100 (2) for the construction activities shown in the referenced Corps permit performed in accordance with these guidelines and a valid water quality certification and Section 10 and 404 permit. The proposed project consists of excavation of trench and bank; construction of temporary sheet pile cofferdams; installation of sanitary sewer lines; and placement of fill, riprap, and gabions. WIo JUN 17 1985 CITY OF TUKWILA PLANNING DEPT. I water Quality Guidelines for Metro- Renton STP Outfall Project Corps Permit No.: 071 -0YB -2- 009998 Page 2 di3 ,..._u_.t. aWMg.:! .r n . .�.. '.t1 � „t... . II. Water Quality Criteria a. During construction activities, toxic, radioactive, or delete- rious material concentrations shall be maintained at levels less than those which may affect public health, the natural aquatic environment, or the desirability of the water for any use. b. The concentrations of the following parameters inside and outside the dilution zones shall be maintained at levels shown in the following table. Parameter Inside Dilution Zone Outside Dilution Zone Dissolved Greater than 5.0 mg /L Ambient level Oxygen Turbidity Class B Water Quality Standard in Duwamish River. Class A Water Quality Standard in Black River. NOTE: These criteria are designed to allow for construction activities. However, the construction operations shall be conducted in such a manner as: (1) not to cause acute mortalities of sport, food, or commercial fish and shellfish species of established biological communities within populations or important species to a degree which damages the ecosystem; (2) not to diminish aesthetic values or other beneficial uses dispropor- tionately. c. Dilution zone during bank excavations shall extend 500 feet in upstream and downstream directions from the operating dragline. For the purposes of supernatant discharge fray sedimentation pond, the dilution zone shall extend 500 feet in upstream and downstream directions from the point of discharge. d. If the dilution zone defined above is determined to conflict with any other water uses or aquatic resources, it may be modified by WDOE in particular instances. e. Toxic conditions resulting in distressed or dying fish are not allowed. If these conditions exist, construction activities shall cease immediately and WDOE shall be notified immediate- ly. The permittee shall also collect fish specimens and water samples in the affected area and make their best efforts to obtain dissolved oxygen, turbidity and pH measurements as soon as possible. f. Other criteria may be included in specific cases if necessary to protect aquatic resources or other water uses. water Quality Guidelines for. Metro- Renton STP Outfall Project Corps Permit No.: 071- OYR -2- 009998 Page 3 III. Operational Controls The short term water quality certification is not a blanket ap- proval of the deviations from the State Water Quality Standards. The permittee shall follow best management practices and apply control measures as necessary and appropriate to minimize impacts due to construction activities. These control measures shall include, but not be limited to the following: a. The trench excavation in the waterways for the sewer line shall be entirely conducted inside the sheet pile cofferdams as shown in the referenced Corps permit. b. The seepage water removed from inside the cofferdams during excavation, and the leachate water from excavated sediments shall be provided treatments such as sedimentation, filtra- tion. etc. for solids removal prior to discharge to state waters. c. The bank excavation activities with the dragline for placement of gabions shall be conducted in a manner as to minimize the construction related turbidity impacts in the waterways. The permittee may be required to use silt curtains if necessary to protect aquatic resources or other water uses. d. If, after the immediate application or other controls listed above, water quality criteria are not met, WDOE shall be notified immediately. IV. Oil Spill Prevention and Control a. Discharge of oil from equipment or facilities into state waters or onto adjacent land are not permitted. b. Visible floating oils released from sediments shall be con- tained and removed from water where possible. c. All land based oil storage tanks shall be diked or located so as to prevent oil spills from escaping to the water. Diking and subsoils shall be sufficiently impervious to prevent oil from seeping through the ground. d. Fuel hose, oil drums, etc. shall be checked regularly for drips or leaks, and shall be maintained and stored properly to prevent spills into state waters. Proper security shall be . maintained to discourage vandalism. e. In the event of any oil discharges into public waters, or onto land with a potential for entry into public waters, WDOE and the U.S. Coast Guard shall be notified immediately. ttiater Quality Guidelines for Metro- Renton STP Outfall Project Corps Permit No.: 071-- OYB -2- 009998 Page 4 V. Water Quality Monitoring and Reporting a. Visual observations in the vicinity of the construction site for distressed or dead fish or any other unusual conditions shall be made as often as possible, but not less than twice daily. 11 gm 5/14/85 . .. .._ :.: .. b. Representative samples shall be taken and analyzed twice per month during construction activities. The monitoring and reporting shall be in accordance with the following guidelines: 1. Samples shall be collected from at least two locations inside the dilution zone and two locations at the bounda- ry of the dilution zone. At least two additional samples in the vicinity of construction activities, but in unaffected water (outside the dilution zone) are to be taken. Samples are to be taken when, in the opinion of the permittee, the water quality is most severely affect- ed by the construction activities. 2. At the least, the samples shall be analyzed for dissolved oxygen and turbidity. 3. Monitoring results shall be submitted to WDOE monthly, or more frequently if requested. VI. Notification a. The permittee shall notify WDOE at least seven days prior to beginning of the construction activities. Prior notification shall be given of any significant schedule changes. b. If any poorer water quality conditions than those contained in these guidelines are found, WDOE shall be notified immediate- ly. If distressed or dead fish are noticed in the vicinity of the construction activities, WDOE shall be notified immediately. MU • '1985 KLEE Mr. Rudy Pojtinger, Project Manager US Army Corps of Engineers Regulatory Functions Branch PO Box C -3755 Seattle, WA 98124 -2255 T a • FISHERIES DEPARTMENT 39015 172ND AVENUE S.E. - AUBURN, WASHINGTON 98002 - (206] 939 -3311 MICR IR!..1. •'1 8.51 CITY OP TUI \WIL , PLANNING DEPT. Tom,__ Re: Reference Number 071- OYB -2- 009998 METRO: Excavate trench and bank; construct temporary sheet pi a cofferdams; install sanitary sewer line; place fill, riprap, and gabions Dear Mr. Pojtinger: Our Fisheries staff has reviewed the above - referenced application ,for permit. Our comments follow. The sanitary sewer line is proposed to be constructed in areas that provide habitat to salmon and steelhead using the Duwamish- Green River system. Habitat areas include the Black and Duwamish Rivers and their associated wetlands. Care should be taken during and following construction to minimize impacts on these resources. In -water construction should not occur between March 15 and June 15. Any wetlands disturbed during construction should be restored to their original condition after construction is completed. If non - indigenous wetland s /hrubs are disturbed, they should be replaced with indigenous wetland plants to improve the wetland. The sewer line should be tunneled under the two rivers rather than placed using cofferdam techniques. TE 9`bei �,.:,,,wnry� i'r*,'.+'r" an1":HY„Y¢74 - •,�- a;ay;r.,? z "'"'E�'+�"S.K. 9.rtrxm,k n ^'r.:= i .roe r.:cm,ca.,c �fi'C''S''I:'t S.,y+!"� "ems- 8 i ,I.u_ FIEHE EE DEPARTMENT ,.J15 172ND AVENUE S.E. - AUBURN, WASHINGTON 98002 - [206) 939 -3311 The Green /Duwamish River Valley is known to have been used for settlements by the Duwamish Indians. A. qualified archeologist should monitor the excavation to determine if there are items of " cultural value within the construction zone. If items of cultural value are found, the proponent should comply with BIA 25, CFR 261, and the Archeol•ogical'Resources Protection Act. We thank_ you for the opportunity to comment. If you have any -questions, please call Paul Hickey of our Fisheries• staff, at 939 - 3311. Sincerely, Walter . C. Pacheco Fisheries Manager cc: BIA WDF WDG TO • • 16. Utilities " : .,' The proposal will require electrical power for lighting,.. water for irrigation, sewer facilities for a drivercomfort sta drainage facilities for storm water, and provide telephone; booths and waste receptacles for bus patrons. • JOHN SPELLMAN Governor Mr. John F. Spencer Director, Water Pollution Control METRO Exchange Building 821 Second Avenue Seattle, Washington 98104 Dear John: STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mail Stop PV -11 • Olympia, Washington 98504 • (206) 459-6000 April 30, 1985 121MEEOWNEJ MAY " 2 1985 CITY OF TUKWILA PLANNING DEPT. Reference is to your April 8 letter outlining METRO's progress on construc- tion of the Renton effluent transfer system and advising of the delay in processing of your application for shoreline management permit by the City of Tukwila. You have asked that we perform an informal review of your application and supporting material for consistency with the City's Master Program and the Shoreline Management Act. Because of procedural requirements that place our department in a review role of shoreline substantial development permits, it is inappropriate for us to conduct the informal review you request. We decline to do so. However, from the various statutory responsibilities of our agency, we are concerned as to the potential delay in your construction program resulting from the shoreline permit issue. We would be pleased to meet with repre- sentatives of the city and METRO to review the shoreline permit question should you so desire. At that time, we would be prepared to discuss in detail the consistency of the METRO proposal with the City's Master Pro- gram. Please let me know if you propose to arrange such a meeting. GHF:grp Sincerely, cc: Rod Mack, WDOE i O'Brien, WDOE' ck Beeler, Tukwila Shoreline Administrator Glen H. Fiedler Acting Deputy Director DONALD W. MOOS Director ,.. ... � .. �. .. �.i .. t rx 3 , :i `.i fM1T � ^ �` � 7 ' ""t +� ;!;L1:ij' i ?i .. .. ... .. ... .,}: 1..;. ..� .... .. , V _ice. CITY OF TUKWILA PLANNING DIVISION PLANNING COMMISSION STAFF REPORT REVISED V) B. , DR- 03 -85: METRO EFFLUENT TRANSFER SYSTEM AGENDA ITEM INTRODUCTION METRO is undergoing expansion of the Renton Effluent Treatment plant to increase the plant's sanitary sewage treatment capacity. Construction is already underway at the plant. Now METRO is applying for permits to construct the pipeline for . carrying the plant's treated effluent through Tukwila and on to Puget Sound. The City's applicable permits include a Shoreline Management Substantial Development Permit which features Board of Architecture Review of the proposal per TMC18.6O.O30(2)(A). The pipeline alignment runs east of the Duwamish River to east of the Foster Golf Links, then west through the golf course to Interurban Avenue So. and then north along either the west or east side of the street. TMC 18.6O.030(2)(E) therefore also requires the Board's review of most of the pipeline along interurban Avenue So. outside of the shoreline area. Copies of the actual full -size drawings of the project were distributed pre- viously. FINDINGS 1. Following discussions with METRO on the alignment of the project through the City, the City Council conceptually approved METRO's crossing the City -owned Foster Golf Links. In taking this action the Council stipulated that their approval was conditioned upon completion of an interagency agreement between the City and METRO covering mitigation measures deemed necessary by the City associated with the route. To date this agreement has not been completed. 2. TMC 18.60.050 and 18.60.060 contains Board of Architecture Review design review guidelines for the Board to utilize in reaching its decision. The Board may approve, modify or deny the application based upon these guidelines. 3. Installation of the 8 -foot diameter pipeline will be underground along the entire route. Above - ground improvements will consist of restoration of existing conditions, riverbank stabilization (rock rip -rap), replacement of the Foster Golf Links pedestrian and maintenance bridge, some dike construc- tion, and reconstruction of a portion of Interurban Avenue So. More specifi- cally the improvements will be: ,. Page -2- Planning Commission DR- 03 -85: METRO EFFLUENT TRANSFER SYSTEM April 25, 1985 A. Pipeline installation will occur within temporary construction and per- manent maintenance easements. Normal maintenance facilities for direct access into the pipeline and air relief valves will be periodically located along the route. B. Once the pipeline installation is completed and tested the construction site will be restored to its pre- construction condition. This will pre- dominantly consist of landscaping and soil stabilization measures. In the Foster Golf Links area some of the tees, greens, fairways, irrigation system, drainage system, parking areas, maintenance and entrance areas, bridge and landscaping will be relocated and reconstructed per the original plans for their original construction. The most noticeable improvement will be replacement of the existing suspension pedestrian bridge at the southeast corner of the golf course and installation of a sanitary sewer service. A prestressed concrete bridge will replace the existing bridge approximately 30 feet south of the existing location. A dike system will be tied into the access approaches to the bridge. While this bridge is under construction across the Duwamish River, a temporary bridge will be constructed to accomodate construction equipment access. C. Stabilization of portion of the riverbank will be done to restore the site and to improve flow of the Duwamish River. Rock rip -rap and gabion walls will retain the riverbank pursuant to the construction activities and some dredging in the river. D. Portions of the pipeline easement will be improved with asphalt, gravel and /or grass to facilitate use by maintenance equipment, bicycles, pedestrians and golf carts (in the area of the golf course). E. Interurban Avenue So. will be reconstructed in those areas where the pipeline is located therein. The pipeline alignment alternates along the east and west sides of the street. Improvement within the pipeline ease- ment will include restoration, seeding and sodding. 4. An Environmental Impact Statement and Supplement was prepared by METRO for this project. In response to final detailed design of the project environmen- tal mitigation measures were stipulated in the aforementioned interagency agreement between METRO and the City. 5. The Shoreline Management Act (RCW 90.58) and permit process (WAC 173 -14) require a substantial development permit for those portions of the project within 200 feet of the Duwamish and Black Rivers. On February 1, 1985, a per - mit application was filed with the City. TMC 18.44 and 18.60.030(2)(A) and the Shoreline Master Plan govern issuance of this permit. TMC 18.44.130 does not permit the pipeline within 40 feet of these rivers, therefore, a variance is. required per TMC 18.44.160. A variance has not been filed with the City. Page -3- Planning Commission DR- 03 -85: METRO EFFLUENT TRANSFER SYSTEM April 25, 1985 CONCLUSIONS 1. TMC 18.60.050(1) and 18.60.060(4)(A),(D),(E) and (F) Relationship of struc- ture to site: • The significant structure contained in the proposal is the new permanent bridge across the Duwamish River at the southeast corner of the Foster Golf Links. Drawings No. 37,0 and 311 (attached) show the prestressed concrete bridge design is a simple, straightforward approach. The net effect will be a reasonable relationship of the structure to the golf course and river environment. Other facilities to be constructed within the permanent pipeline easement or along Interurban Avenue So. will mostly consist of surface improvements, except for street lighting. Adequate pedestrian movement and landscaping will . be provided by these improvements. 2'. TMC 18.60.050(2) and 18.60.060(4)(A),(B),(D),(E), and (F) Relationship of structure and site to adjoining area: Proposed improvements will be compatible with the area character along the pipeline route and adjacent properties. Some disagreement may exist regarding the replacement of the wood suspension bridge with a smooth prestressed concrete bridge at the golf course. Since the finish and texture of the new bridge remains unspecified, resolution of the bridge design with TMC 18.60.050(2) is difficult. A more visually interesting bridge surface treat- ment appears appropriate. 3. TMC 18.60.050(3) and TMC18.60.060(4) (B),(C),(D) and (E) Landscape and site treatment: Outside of restoring existing vegetation and golf course facilities, landscaping is confined to hydroseeding and /or sodding. Existing plans indi- cate appropriate pedestrian and equipment access is provided. Reconstruction of part of Foster Golf Links will conform to the golf course comprehensive plan, including landscaping. Overall the appropriateness of landscaping and treatment of the land and riverbanks appears reasonably assured by staff's administrative review process. 4. .TMC 18.60.050(4) and 18.60.060 (4)(A),(D) and (E) Building design: The new Foster Golf Links bridge design, although softened by railings, appears visually uninteresting for the golf course and river environment. When completed the visual effect could be abrupt and disconcerting to the public. Therefore, some revisions to the surface treatment of the bridge appear appropriate to achieve compatibility with the surrounding area. Page -4- Planning Commission DR- 03 -85: METRO EFFLUENT TRANSFER SYSTEM April 25, 1985 5. TMC 18.60.050(5) and 18.60.060(4) Miscellaneous structures and street furniture: Air relief valves that will be located periodically along the pipeline route consist of 3i foot square metal boxes. These small structures do not signifi- cantly visually affect adjacent properties, provided an appropriate paint color is selected. An "earth tone" seems most called for in the golf course area and along Interurban Avenue So. 6. Except for the required variance (TMC 18.44.130) the proposal conforms to the Shoreline Master Plan. This issue was brought to the City's attention by the State Department of Ecology only recently. While a Shoreline Permit cannot be approved until the variance is granted, design review of the project can occur by the Board. The variance will be heard by the Board of Adjustment separa- tely. PRELIMINARY RECOMMENDATION Based on the above and submitted plans staff recommends approval of the projects design subject to: 1. . Revision of the Foster Golf Links bridge to a more visually interesting surface design treatment per review and approval of the Board of Architecture Review. 2. Restoration of Foster Golf Links per original construction plans per review and approval by City staff. 3. Completion of the interagency agreement between the City and METRO. 4. Air relief valves being painted earth tone colors in the area of Foster Golf Links and Interurban Avenue So. 5. Approval of a variance to permit the use in the river area. EXHIBITS A. Proposed plans (sent previously in initial packet) (PC.METRO PC.METR01) J :a ""`A � City of Tukwila s 1908 • iJ.Cw::l, i::Tk;L)U'+.:� "i.�!'r.�: .� •:,...,: %1: e.'P�tY'1 'i.'i W,'�i;C 2( siil?�;iwln ra" . "r.�rrV.:n: }Fs jyirF Xaus:, a. ww�. w..« wv... w... aw+ twK +�'3r.}:�';.',',7.T".rl.:T:63 6200 Southcenter Boulevard Tukwila Washington 98188 433 -1800 Gary L VanDusen, Mayor Written comments must be received by May 25, 1985. Published: Record Chronicle, April 25, 1985 Distribution: City Clerk Mayor Adjacent Property Owners Department of Ecology Property Owner File NOTICE OF APPLICATION FOR SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT Notice is hereby given that Municipality of Metro who is owner of the below.. described property has filed an application for a substantial development permit for the development of a 268 stall park- and -ride lot located at 13447 Interurban Ave. South within NWi of section 14 of township 23 N., Range - 4 W.M., in Tukwila, Washington. Said development is proposed to be within . Green River and /or its associated wetlands. 0 Any person desiring -to express his views or to be notified of the action taken on this application should notify Rick Beeler, Associate Planner, in writing of his interest within thirty days of the final date of publication of this notice which is April 25, 1985. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 TO: The Board of Arc _i ,•c ural R FROM: Mayor Van Dus DATE: April 11, 19 SUBJECT: BAR Agenda I =m DR -03 -85 Metro ETS MEMORANDUM >. Today I met with the City Attorney and staff regarding progress made to date on this project. Prior to METRO's application for a shoreline management substantial devel- opment permit, the City Council and myself were involved in discussions with METRO about the alignment of the project and what this meant to the City. Discussions continue as of today and will continue for the near future. These discussions directly impact your review of this application tonight. The City's agreement to permit METRO to cross the Foster Golf Links was predicated upon completion of the interagency agreement referenced in the Planning Departments' staff report which you already received. Since this agreement is not completed yet, the City Attorney advised me that METRO's application does not have the consent of the property owner (the City) to cross the golf Course. Therefore, the applica- tion is not completed sufficiently to enable the BAR to act on the application. I am also advised by the City Attorney that the Planning Department's preliminary recommendation for staff review and approval of landscaping plans conflicts with the Zoning Code. Only the Board of Architectural Review can make the final decision on these plans, which to date have not been submitted to the City. These important plans are also required to complete this application. Last night METRO revealed some new plans for improvements along Interurban Ave. S. Staff has not received copies to evaluate relative to code and ordinance requirements. Therefore, staff's preliminary recommendations may change following review of these plans and the results of continuing discussions mentioned above. Because of the above circumstances I am requesting that the Commission continue indefinitely consideration of this project until the application is perfected. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 TO: FROM: DATE: SUBJECT: Her other notable comments were: MEMORANDUM April 11, 1985 METRO ETS Shoreline Management Substantial Development Permit • Today Sue Mauerman, Department of Ecology, Shorelands Division, called me regarding this permit. She said DOE had received a letter from John Spencer, METRO, requesting DOE's "reading" of the acceptability of this permit relative to Tukwila's Shoreline Master Program. Included in the letter was a copy of 'METRO's application and EIS, sans addendum, and Tukwila's Shoreline Master Program. Mr. Spencer stated the background for this request was the likely potential litigation with the City over the permit. She said her response will very likely be that DOE does not supercede or interfere with local jurisdiction permiting processes. She will info -copy us and will see if a copy of Mr. Spencer's letter can be sent as well. 1. Seattle has relayed the same problems with METRO as Tukwila is having relative to details of plans and lack of firm committments by METRO. 2. METRO is pushing hard on DOE to pressure local governments to make concessions to METRO. DOE probably will not exert pressure. 3. DOE has given METRO until July 1986 to construct the project, with a potential 6 month extension. Otherwise the state will lose federal funding of the project. .4 ...M::..c..:..:,e ::......... . .�.,;:Ci;..,u...,.n.::t�•., :rar.nw....:a,.•.,r..ausra .. . i::._ uiw. rw, w .__._...............m..+..^+<KM. ?Xt,N.$ ti IM:z : 4 .1.'>,: u{ `; �';. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor CITY OF TUKWILA Notice of Public Hearing and Meeting of the Tukwila Board of Architectural Review NOTICE IS HEREBY GIVEN that the Tukwila Board of Architectural Review has fixed the 26th day of February, 1987, at 8:00 p.m., in the City Council Chambers of Tukwila City Hall, 6200 Southcenter Blvd., Tukwila, Washington, as the time and place for: Public Meetings DR -3 -85: Metro ETS - The Tukwila Parks and Recreation Department requests a revision to the Shoreline Substantial Development Permit and design approval to allow reconstruction of the restroom facilities near the footbridge at the Foster Golf Links. 87 -1 -DR: Radovich One -Acre Fill - Requesting design approval for approximately 5,200 cubic yards of fill on Lot 1 of Tukwila Short Plat 79 -7 -SS at the north terminus of Southcenter Boulevard. Any and all interested persons are invited to attend. Published: Record Chronicle - February 15, 1987 Distribution: Mayor, City Clerk, Property Owners /Applicants, Adjacent Property Owners, File City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 TO: Byron FROM: 1Ck DATE: April 9, 1985 SUBJECT: METRO ETS review by the Board of Architecture Review �. 2 ass-V35 MEMORANDUM Per our meeting today with Brad Collins the following issues require resolution prior to this item being reviewed by the BAR on Thursday, April 11, 1985: 1. Is the BAR going to act without completion of the interagency agreement ? - If so, we will be accepting the existing environmental review as complete. 2. If the BAR is not to act without completion of this agreement, can the • BAR condition approval on its completion or table the action? 3. What kind of design and site plans are required to enable the BAR to act? Can the BAR delegate review and approval of plans, e.g., landscaping plans, to staff? 4. Should the Shoreline Management Substantial Development Permit process be separated from the Interurban Special Review District process through the BAR? On. Thursday at 9:00 a.m. we are scheduled to meet with the City Attorney. These issues will be raised with him in preparation for a subsequent meeting with the Mayor and ultimately for the BAR public meeting. City of Tukwila OFFICE OF THE CITY ATTORNEY 2001 '6th Ave., Suite 2300 Seattle, Wa. 98121 Mr. Byron G. Sneva Director of Public Works City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 April 2, 1985 Re: Metro ETS Agreement E t-U G / - Z Dear Byron: Pursuant to the consensus of the City Council expressed at its April 1, 1985 meeting, enclosed please find one (1) copy of a revised Memorandum of Agreement for the Metro ETS construction. The revisions are found on pages 1 and 2 in the first, second and fourth "WHEREAS" paragraphs. As you will recall, Councilmember Morgan proposed that the first "WHEREAS" paragraph be revised to reflect exactly what Metro's mandate from DOE is. I suggested, and the Council approved, the language which now appears in that paragraph, as well as the language of the second "WHEREAS" para- graph which now reflects that Metro intends to fulfill the DOE mandate by construction through Tukwila. The fourth "WHEREAS" paragraph was added to comply with the suggestion of Council - member Bohrer, which was adopted by the Council, that language reflecting the fact that Tukwila will not benefit from the ETS construction be added. I trust that these revisions carry out the intent of the Council. My impression is that the Metro representatives at last night's meeting were not happy with the Council's position and will be contacting the City very soon concerning how to proceed from here. The Mayor has requested that I become actively involved in the negotiations at this point and I would therefore appreciate your keeping me advised of any contacts from Metro and of any negotiating sessions you may wish to schedule. Mr. Byron G. Sneva April 2, 1985 Page 2 I look forward to working with you to bring this matter to a final resolution. JEH:jt Enclosure Very truly yours, OFFICE OF THE CITY ATTORNEY MEMORANDUM OF AGREEMENT BETWEEN THE MUNICIPALITY OF METROPOLITAN SEATTLE AND THE CITY OF TUKWILA REGARDING EFFLUENT TRANSFER SYSTEM CONSTRUCTION THIS AGREEMENT is made and entered into this day of , 198 , by and between the City of Tukwila, Washington, a noncharter optional municipal code city, hereinafter referred to as "the City" and the Municipality of Metropolitan Seattle, a metropolitan municipal corporation of the State of Washington, hereinafter referred to as "Metro ". WHEREAS, Metro is mandated by the Washington State Department of Ecology to eliminate the discharge of sewage effluent into the Duwamish River from Metro's Renton Treatment Plant by July 1, 1986, and WHEREAS, Metro plans to construct an effluent transfer system in order to.fulfill the Department of Ecology's mandate along an alignment which will require construction within the corporate boundaries of the City, and WHEREAS, the City has adopted various plans including, but not limited to,•the Foster Golf Course Master Plan, the Interur- ban Corridor Plan, the Six Year Transportation Improvement Pro- gram, the Comprehensive Water Plan, the Comprehensive Sewer Plan, the Parks and Open Space Plan and the Comprehensive Land Use Plan which identify a need for the improvement and upgrade of existing City facilities and the construction of new City facilities over, under and along the corridor through which Metro plans to con- struct the ETS, and CITY IEC EI VED °F 'U Ku A PR 2 1985 N iue OKs Dtp r. WHEREAS, Metro's construction of the effluent transfer system (ETS) will have negative impacts on the City of Tukwila and its ability to meet the needs identified in its various plans and policies, which the City desires to have mitigated, and WHEREAS, Metro desires to assure that its ETS construction is completed with the City's cooperation and to mitigate both short and long term impacts of the construction of the ETS, and WHEREAS, the City of Tukwila desires to cooperate with Metro in order to facilitate timely construction of the ETS.upon the following terms and conditions, now, therefore, In consideration of the mutual covenants and conditions here- inafter contained, the parties hereto agree as follows: Section 1. Scope of Services. A) Metro hereby agrees to reimburse the City, upon the terms and conditions contained herein, for services provided by the City to Metro in support of the Metro's design and construction of the ETS Project. B) This Agreement is intended to include and provide for the services to be rendered by the City in connection with (1) the design approval and permitting processes related to the 'construction activities for the ETS project, (2) the planning and design of all work directly associated with the ETS Project to be done prior to, during and following the construction of the ETS Project, as defined in Exhibits "B" and "C" to this Agreement, and (3) the services to be per formed by the City of Tukwila during the design and construction activity of the ETS and during the "Ca 3 i v : construction activity of all other associated work. The minimum Scope of Services and minimum Scope of Associated Work are defined on Exhibit "A" - Scope of Services, Exhibit "B" - Scope of Associated Work to be performed by Metro and Exhibit "C" - Scope of'Associated Work to be performed by City, attached hereto and incorporated herein by this reference. The City shall be responsible for performing those services and Associated Work defined on Exhibits "A" and "C ". Metro shall be responsible for performing the associated work defined in Exhibit "B" and for reimbursing the City for the City's costs incurred in performing those services and associated work defined on Exhibits "A" and C) The City, at the request of Metro, shall make a good faith effort to expeditiously review all plans, and process all permit applications on the ETS Project. Metro shall make a good faith effort to provide sufficient notice of impending requests for review of plans and applications to allow adequate time for the City to perform such review. D) Metro's Agreement to provide the City with the services contained herein is subject to the terms and provisions of all bond covenants, component agency service contracts, enabling legislation and the laws of the State of Washington applicable to Metro. Section 2. Management. A) The design, engineering and construction of the ETS Project shall be directed and coordinated by Metro. A Metro I _. +..�..._<..,..att,...�,x a..o�..'c... >i�c44. .. i...,r. �. ,..:.i'..•�....,..,:.ltru.. .�. _.,, .:'f �i.: ...��� .�.._...�.....n .`:l..sr.'u.n .a. �, Project Manager designated by Metro's Executive Director shall be responsible for the overall administration and management of the ETS Project. B) Upon execution of this Agreement, the City shall identify: 1) A Project Coordinator, who shall be responsible for the overall coordination of the City's involvement with the Metro Project, 'including, but not limited to, per- formance of the following duties: a) Monitoring progress by the City and Metro staff under this Agreement; b) Billing for services provided, by the City un- der this Agreement; c) Convening regular meetings with the Metro staff to review progress; d) Providing a communication network to keep all internal and external support teams apprised of each other's activities; e) Coordinating expeditious plan and permit re- views by the City; f) Working with City staff, Metro staff and other organizations to identify and implement measures that will mitigate impacts from the Metro Project; g) Assisting Metro with presentations to the City Council and the public review required for needed City approvals; h) Informing neighborhood organizations, citizens and City policy makers regarding progress of the Metro Project; i) Advising the Metro Project Manager of the con- cerns of City policy makers and neighborhoods; and j) Furnishing a monthly narrative report to Met- ro's Project Manager at Tukwila City Hall for use in resolving problems and in monitoring progress billings from the City. 4 2) An infrastructure maintenance division support team consisting of designated City staff from Maintenance Division -I (street, sewer, water) and Maintenance Divi- sion II (golf course, parks, building maintenance, equipment rental), who shall be available on call at the direction of the City Project Coordinator to aid in resolution of maintenance and operational problems of City infrastructure and facilities in connection with the Metro Project. The infrastructure maintenance divi- sion support team shall be available to meet with the Metro Project Manager and the City Project Coordinator at regularly scheduled meetings and at other times as may be necessary to resolve operational and maintenance problems of City infrastructure and facilities arising from the Metro Project and associated work. 3) An engineering support team, reporting and working directly under the supervision of the City Project Coordinator. The engineering support team shall meet with the Metro Project Manager, Metro's constulants, the City Project Coordinator, other City department managers and franchise utility managers to resolve design questions and /or other technical problems arising from the Metro Project and associated work. C) The City shall make available all documents, data and . other reports within the City's control and reasonably required in connection with the Metro Project construction for inspection, copying and pickup by the Metro Project Manager at Tukwila City Hall. D) Questions by the City regarding Metro's interpretation of the terms, provisions and requirements of this Agreement shall be addressed to the Metro Project Manager by the City Project Coordinator for response. Questions by Metro regarding the City's interpretation of the terms, provisions and requirements of this Agreement shall be addressed to the City Project Coordinator by the Metro Project Manager for response. Metro's Project Manager will provide direction to the City in the City's performance of : `:h�SrAat' =' -'lo .. i't7o�i!:I:!'7•n:.n�^: ttty ,'y;'Il�ki`.;' %�,'n?:c9,'. .. the services designated on Exhibit "A ". Direction by persons other than the Metro Project Manager with respect to such services shall not be binding upon Metro. The City Project Coordinator will provide directions to Metro in Metro's Performance of the Services designated on Exhibit "B ". Direction by persons other than the City Project Coordinator with respect to such services shall not be binding on the City. Section 3. Compensation. A) Metro agrees to reimburse the City for actual costs and staff time incurred by the City for providing the services set forth on Exhibit "A" and performed pursuant to this Agreement up to a maximum amount of , during the year 1985, subject to adjustments as provided in Section 9 below. Said maxi- mum amount .shall constitute full and complete payment for all services rendered and costs incurred by the City in connection with those services listed on Exhibit "A ", during the year 1985. As used in this paragraph, the terms actual costs and staff time include, but are not limited to, 1) Personnel, labor and related costs such as fringe benefits, overhead, supplies and equipment; 2) Consultant and contract services costs, including engineering, legal and other professional services costs incurred by the City performing the services contemplated by Exhi- bit "A" to this Agreement. Labor and benefits will be paid in accordance with rates and elements established by the City's work order system plus administrative overhead, or, in the case of con- sultant services, in accord with rates set forth in any contract 6 between the City and a consultant. The City agrees . that, prior to entering into a contract with any consultant, the City will notify Metro of the proposed scope of services and the estimated amount of the contract. B) Metro agrees to reimburse the City for costs incurred by the City prior to the execution of this Agreement in the amount of $ • C) Metro agrees to reimburse the City for the actual costs of design, planning, performance and construction of the Associ- ated Work set forth on Exhibit "C" to this Agreement. D) On a monthly basis, the City Project Coordinator will . submit billings to Metro for actual costs incurred by the City for the services set forth on Exhibit "A" and the Associated Work set forth on Exhibit "C" during the preceding calendar month. With its billing, the City shall include invoices which fully document the City's costs pertaining to matters covered by this Agreement and show, as separate items, the actual personnel, labor and related costs incurred during the reimbursable period. Metro will make payment to the City of the City's reimbursable costs within thirty (30) days of submittal of billing and documentation to Metro, provided that in the event Metro disputes any portion of any invoice submitted by the City, Metro may retain the disputed portion of the invoice pending resolution of the dispute and pay to the City the undisputed remainder. E) Both parties understand and agree that the scope of services to be performed by the City after December 31, 1985 7 .rv.,.,r.er.,zn ^.:=: ntz: > ,....'°:•t::.�...tr:a. ^ .... , ". Y. •...T•l;i:zsb:4 -:. *.": ?.:` ; -`S3S: " 8 :.. .....:.cw.�az�.�.as,,.:�aa•:n.. .,w• ».. �m�ra; l �o.. ni :i�•�.- ...�+r.,.,,r......o „r.: ;;u' =.�.,. :;Y r:J'M , °... .. cannot he determined until construction is underway and the end of 1985 is approaching. The City will prepare and submit to Metro for approval a 1986 budget on or before December 1, 1985. Both parties shall agree on the scope of services to be performed by the City in 1986 and the estimated costs thereof prior to the provision of any such services. Section 4. Records and Audits. A'') The City and Metro shall each maintain accounts and records which adequately identify and account for all costs per- taining to all matters covered by this Agreement.. These accounts and records are to include costs for materials and property, salaries paid, personnel time and all other reimbursable charges and expenses. Copies of the above cited fiscal documentation must be maintained and available for audit and inspection in a separate filing system or other records maintenance system for a period of three (3) years following final payment under this Agreement. B) Each party shall permit the authorized representatives of the other party to inspect and audit all data and records relating to its performance under this Agreement required to be kept pursuant to this paragraph. Section 5. Equal Employment Opportunity. During the perfor- mance of this Agreement, the City shall comply with all affirma- tive action and equal employment opportunity requirements estab- lished by City ordinance in connection with the services to be performed under this Agreement, and Metro shall comply with all in. and employees from and against any and all claims, ility arising from injury or death to persons or erty occasioned, in whole or in part, by any omission or failure of Metro, its agents, officers • • .,.x.._...........�. +....ms ..s.:rrt+...r t.v f:c .:JIP:Y: ��t::,. u......... at.. v�t.. xrr.. n.> x. w........ v. ru.. n.. Vr.. nl. t.x1tMrY,... . :...,...t: , affirmative action and equal employment opportunity requirements established by Metro resolution. Section 6. Prohibited Interest. No member, officer or employee of Metro or its governing body, or the City or its governing body, during his tenure or for one (1) year thereafter, shall have any direct or indirect inter- est in this Agreement or the proceeds thereof. Section 7. Patent Rights. Any patentable result arising out of this Agreement, as well as all information, designs, specifications, know -how data, and findings .shall be made available to Metro and the City of Tukwila for public use, unless Metro or the City shall, in a specific case where it is legally permissible, determine that it is in the public interest that it not be so made available. Section 8. Liabilities- Indemnification - Insurance. A) No liability shall attach to the City or Metro by reason of entering into this Agreement except as expressly provided here- B) It is understood and agreed between parties that the City assumes no liability whatsoever for the design, engineering or construction of the Metro Project by Metro and Metro agrees to indemnify, defend and hold harmless the City, its officers, agents losses or liab- damage to prop - npglegent act, or employees in - 10 - connection with the ETS Project, including, but not limited to, the performance by Metro of any services required by this Agreement., With respect to the City, Metro specifically waives its immunity under Title 51 of the Revised Code of Washington, the Industrial Insurance Act, for injuries to its employees, and agrees that the obligation to indemnify, defend and hold harmless the City and its agents and employees extends to any claim, demand or cause of action brought by or on behalf of any employee of Metro against the City, its officers, agents and employees, and includes any judgment, award and cost arising therefrom, including attorney's fees. C) It is understood and agreed between the parties that the Metro assumes no liability whatsoever for the design, engineering or construction of the associated work designated on Exhibit "C" by the City and the City agrees to indemnify, defend and hold harmless the Metro, its officers, agents and employees from and against any and all claims, losses or liability arising from injury or death to persons or damage to property occasioned, in whole or in part, by any negligent act, omission or failure of the City, its agents, officers or employees in connection with the associated work designated on Exhibit "C ". With respect to Metro, the City specifically waives its immunity under Title 51 of the Revised Code of Washington, the Industrial Insurance Act, for injuries to its employees engaged in the associated work designated on Exhibit "C ", and agrees that the obligation to indemnify, defend and hold harmless the Metro and its agents and employees extends to any claim, demand or cause of action brought by or on behalf of any employee of Metro against the City, its officers, agents and employees, and includes any judgment, award and cost arising therefrom, including attorney's fees. D) Insurance. (1) Metro shall secure and maintain in full force throughout the duration of this agreement, comprehensive general liability insurance with a minimum coverage of one million dollars per occurrence and five million dollars aggregate for personal injury; one million dollars per occurrence /aggregate for property damage and one million dollars professional liability insurance for any professional services furnished by Metro or its consultants. Said general liability policy shall name the City of Tukwila as an additional named insured and shall include a provi- sion prohibiting cancellation of said policy except upon thirty (30) days prior written notice to the City. Certificates of coverage as required by this section shall be delivered to the City within fifteen (15) days of execution of this agreement, provided, that no construction work shall be commenced on the ETS project in the City of Tukwila or the associated work to be performed by Metro under this Agreement until such time as the certificates of coverage have been furnished. (2) The City shall secure and maintain in full force throughout the duration of this agreement, comprehensive general liability insurance with a minimum coverage of one million dollars per occurrence and five million •dollars aggregate'for personal injury; one million dollars per occurrence /aggregate for property damage and one million dollars professional liability insurance for any professional services furnished by the City or its consultants with respect to the associated work designated on Exhibit "C" to this Agreement. Said general liability policy shall name Metro as an additional named insured and shall include a provision prohibiting cancellation of said policy except upon thirty' (30) days prior written notice to the Metro. Certificates of coverage as required by this section shall be delivered to Metro within fifteen (15) days of execution of.this agreement, provided, that no work shall be commenced by the City which is designated on Exhibit "C" under this Agreement until such time as the certificates of insurance are furnished. Section 9. Conflict Resolution. A Coordinating and Con- flict Resolution Committee will be established by Metro and the Ctiy to attempt to resolve disputes between the parties as to the interpretation of this Agreement. The Committee will consist of the Metro Technical Services Director, the Director of Metro's Superintendent of Capital Programs, the City Public Works Director and the City Planning Director, or their designees. Either party may refer disputes regarding interpretation of this Agreement to the Committee by delivering written notice to the Committee Chair- man. The Committee will meet within ten (10) days of such notice and will make a recommendation to. both parties as to resolution of the dispute within twenty (20) days of such notice Said recom- mendation shall be advisory only and shall not be binding on - 13 - ...� .�». >•... � either party, nor shall such recommendation limit either party's right to pursue remedies otherwise available. Section 10. Amendments. Either party may request changes in this Agreement, including changes or additions to the scope of services to be performed by either party. Proposed changes which are mutually agreed upon shall be incorporated by written amendments to this Agreement after approval under the parties established procedures; provided, that the City may shift funds among any line items in the estimated budget for the services set forth on Exhibit "A" up to a maximum of 10% of any line item. Section 11. Additional Amendments and Conditions. Both parties understand that additional agreements have been and will be entered into between the parties, including, but not limited to, a Right of Entry Agreement for test drilling and surveying on the Foster Golf Course, an easement agreement for pipeline and related construction on Foster Golf Course and an agreement relating to construction of the ValVue Interceptor planned by Metro. Both parties further understand that additional conditions upon the construction activities associated with the ETS and associated work may be imposed as part of the City's shoreline and "other permitting processes. Upon execution of the aforementioned agreements and upon issuance of the aforementioned permits, all conditions of the said agreements and permits shall be deemed incorporated into this Agreement, and binding upon the parties hereto. ur .. - tc <o, >t..,q .�mtL'sw, S � —.�,t= . a; •9o:�. s..a' ....:... :::.::...:. :.�:- ...:rr T:•:,: �>` a':,...':: r._.......,....,.. s: C... n...,_... v". 4,'............,....•.....,._... C..... 5.......,... tir;^.....:' J.._,.._ �.. �_., s....:; 5": �..,.....>.. ��i.'.. 4i ..'t,:.,y..i�- `•c.s,.S.r...... Section 12. Powers. By entering into this Agreement and by making or reviewing applications or providing services pursuant thereto, neither party shall be deemed to have waived or relinquished any rights, powers or privileges granted by State law. Section 13. Termination. A) In the event of a breach by either party of any of the terms or conditions of this Agreement, the nonbreaching party, in addition to all other rights and remedies it may have, may ter- minate this Agreement prior to completion of the Metro Project and Associated Work by giving sixty (60) days advance written notice to the other party, which notice shall specifically state the reason for such termination, provided, however, that no such ter -. mination shall be effective if, within sixty (60) days after such notice, the breaching party has cleared the breach and has taken or commenced action in good faith to prevent such breach from reoccurring. B) Either party may terminate this Agreement without specifying cause by giving ninety (90) days advance written notice to the other party. C) Unless terminated as provided in paragraphs A or B above or by mutual agreement of the parties, this Agreement shall remain in full force and effect until such time as all services provided in Exhibit "A" and all Associated Work defined in Exhibits "B" and "C" to this Agreement are completed., CITY OF TUKWILA MAYOR,' GARY L. VAN DUSEN ATTEST /AUTHENTICATED: CITY CLERK, MAXINE ANDERSON APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY: BY ....... � MUNICIPALITY OF METROPOLITAN SEATTLE ALAN J. GIBBS EXECUTIVE DIRECTOR ,. v„ew.• «+:+:c.i::,'�zm .. ._ .. .. o , s; u��-.: a, w [: ox. n....,, v EXHIBIT A SERVICES BY CITY TO BE REIMBURSED BY METRO PROJECT COORDINATOR DEPARTMENT Provide support staffing space, equipment, com- munications, transportation, office supplies for overall coordination, monitoring inspection, record keeping, cost accounting, reporting and administration of professional services. GENERAL ADMINISTRATION DEPARTMENT Provide overall monitoring of agency and City activities, and community liaison on behalf of the City by the offices of the Mayor /Administrator, the City Clerk, the Finance Department and the City Attorney. PLANNING DEPARTMENT Provide the overall coordination, administration, . . review, documentation in compliance with the City Environmental Ordinances and related permits. PARK & RECREATION DEPARTMENT Coordination of golf course activities in order to accommodate the construction of the ETS System and related construction. PUBLIC WORKS ENGINEERING DIVISION Plan review during design phase, permit review, and monitoring of inspection and performance during construction activities PUBLIC WORKS MAINTENANCE DIVISION Plan review for infrastructure adjustments, inspection during construction and extraordinary maintenance and operation procedures. SIX MONTHS BUDGET AMOUNT: $143,178 CITY EXPENDITURES TO DATE Costs incurred for ETS activities prior to budget period beginning 7/1/85 GRAND TOTAL: BUDGET 7/1/85 to 12/31/85 $98,783 $13,000 $ 11,0 0 0 $ 7,000 $ 3,255 $10,140 I EXHIBIT B WORK BY METRO - 17 - 1. ETS PIPELINE Construction of a 96" diameter pipeline entering the City near the Black River and exiting the City near 42nd Avenue South along Interurban Avenue, including appurtenances, so as not to prevent implementation of the City's Comprehensive Plan for transportation, water, sewer, drainage, park and open space. 2. ETS DIKE AND RIVER BANK PROTECTION Dike and river bank protection along the right bank of the Duwamish from the railroad tracks at the 12th hole to the existing golf course river bridge crossing and on the left bank from approximately 140th Street to the existing golf course river, bridge in conformance with King County flood control permit requirements. 3. PERMANENT GOLF COURSE RIVER CROSSING BRIDGE Construct a permanent river crossing bridge in conformance with all appli- cable agency requirements with adequate width and carrying capacity for golf course maintenance dike repair and construction equipment. 4. REMOVAL OF EXISTING GOLF COURSE RIVER CROSSING BRIDGE Remove existing suspension bridge and restore area in conformance with approved plans. 5. RECONSTRUCTION OF THE GOLF COURSE INTERFACE WITH THE ETS Reconstruction of the golf course to reflect the ETS uses of the property, to include landscaping; construction of tees, greens and fairways, irriga- tion system, drainage courses, parking areas, maintenance site areas and main entrance area. 6. INFRASTRUCTURE (FRANCHISE & PUBLIC) INTERFACE WITH ETS Design and construction for replacement, adjustment, temporary service or other disposition of all infrastructure necessary to accommodate the ETS Project activities as mutually agreed by METRO and City. 7. RIGHT OF ENTRY CONDITIONS See Right -of -Entry document dated February 15, 1985. 8. FOSTORIA AREA STORM DRAIN Design and construct drainage facilities as necessary in the area from I -5 to 42nd Avenue South providing an outfall to the river and sufficient system pipeline to interface with the ETS. 9. CONSTRUCT PORTIONS OF THE METRO VALVUE INTERCEPTOR CONNECTION Construct in the same time frame as the ETS the proposed pipeline from the existing METRO lift station near 53rd Avenue South to 42nd Avenue South. This will eliminate future pipeline construction for the METRO system in the Interurban Avenue corridor. Wegl, x.rm4rMto 1'. • lib 42N;;x yx:i r s',str'":3'IMUWW ; . EXHIBIT C WORK BY CITY TO BE REIMBURSED BY METRO 1. INTERURBAN AVENUE - SOUTH 139 to I -.5 FRONTAGE WITH ETS Reconstruction in conformance with existing plans and specifications, consisting of roadway pavement, curb and gutter, drainage, sidewalk, bicycle trail, lighting 2. INTERURBAN AVENUE - I -5 to 42nd AVENUE SOUTH FRONTAGE WITH ETS Design, reconstruction and new construction of roadway pavement, curb and gutter, drainage, sidewalk, bicycle trail, lighting. 3. DRAINAGE, GOLF COURSE FRONTAGE WITH ETS Construction of storm drainage facilities along Interurban Avenue Frontage of the golf course in conformance with existing.prelimi - nary plans and specifications 4. INFRASTRUCTURE (FRANCHISE & PUBLIC) INTERFACE WITH ETS Design and construction for replacement, adjustment, temporary service or other disposition of all infrastructure necessary to . accommodate the ETS Project activities as mutually agreed by METRO and City. 5. REDESIGN OF THE GOLF COURSE INTERFACE WITH THE ETS Redesign of the golf course to reflect the ETS uses of the pro- perty, to include landscaping; tees, greens and fairways, . irriga- tion system, drainage courses, parking areas, maintenance site areas and main entrance area. ..METRO „ Municipality of Metropolitan Seattle Exchange Bldg. • 821 Second Ave., Seattle,Washington 98104 March 28, 1985 City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Attn: L. Rick Beeler Associate Planner RE: METRO ETS - Shoreline SDP Application Dear Mr. Beeler: Please find enclosed drawings supplementing METRO's Shoreline Substantial Development Permit application for the Effluent Transfer System within the City of Tukwila. The two drawings reflect the City of Tukwila recommended route through the golf course and include minor revisions for the mitigation items of the access road, and bank protection as discussed at March 19 meeting. We understand that the shoreline application hearing will be on April 11, 1985. In the interim, should you desire any additional information, please contact Mr. Matthew Harris, at telephone number 223 -4870 or myself at telephone number 447 -6642. Very truly yours, Susan M. Solberg Right of Way - Property Supervisor SS /idl Enclosures wm n. • aY:.tV.-:'T >K o.o=I :C. 1' 1 %a a.`� atr + ra A) �,� RECEI LA art OF 15.4 -36 March 28, 1985 METRO Exchange Building, 6th Floor 821 Second Avenue Seattle, WA 98104 Attn: Lynn Wilcox, Project Manager Water Capital Programs Division RE: URS /METRO Contract No. CW /F2 -82 Renton Effluent Transfer System Permit Applications - Task XVI.4 URS ENGINEERS FOURTH AND VINE BUILDING 2615 FOURTH AVENUE SEATTLE, WASHINGTON 98121 TEL: (206) 623 -6000 . ' ?'F'%� `�'.:.`;.',,.�x .r ...c.. J, ,, ... ...i�'^±'i �` .... �,�'.':��i• "� RG.. URS 1. Adding gabion erosion protection along the river from the golf course irrigation pump southerly to tie into existing erosion protection at Riverside Inn. 2. Access road alignment to avoid tree removal. 3. Bridge wing -wall revised to show rip -rap. 4. Location of temporary 10 foot and 6 foot fencing. 5. Notes for landscaping construction affected areas to conform to METRO and City of Tukwila agreement. 6. Guard rail added at each end of bridge. 7. Detail of bank protection along the southern portion of the golf course showing a combined gabion /rip -rap section due to the steep bank. Dear Lynn: We are transmitting two revised drawings of the ETS project alignment through the Tukwila golf course reflecting the City of Tukwila comments on the shoreline application which we've discussed at a March 19 meeting. These revisions include: 8. Possible grade crossings added to provide access across . the railroad to the golf course. AN INI FRNAtll)r,AL t'fOrlssormt SLIW CES ONGArJC A7A∎:, ` EAl I LE LAS VEGAS ANCHORAGE 1l1NEAtl f ORTLANO SAN FRANCISCO DENVER DAI LAS KANSAS Cli Y NEW ORLEANS NEW YORK WAS) LING (ON. D C SAN MATEO LONDON rl •::�:i•:'uL4;F�r:A5.w,tn`.'+Lt r :'i. • w.v,n+ . �!. c.A CtN 'i!K. ''lTtf ' n�:�» :i _ �.::r:.'h:Y ^srd�.Ljiin3M. .`.Ls *^.4•c: •emu .t`�L:1!.rt.?x.- rcla rw" .. rr i tiv,'i:`ic'W.i';:w,X�iisc�'uxM �S33?zv; fi'! <r.� .,wly y�L � �! �y:�v✓ ";a:�rq. � "Y"i'ri.2.�Y Y . �r. \Si'�Grix L7 �tik��} �,{ �;•: A % °L:JM!t1:1f6.!'YttizL.w ^i�.':: `: • 15.4 -36 Page two Very truly yours, Robert N. Parnell, P.E. Permits Task Manager RNP:idl Enclosures as noted URS A draft letter of transmittal to the City. of Tukwila is enclosed for your. consideration. AN IN I ERNA11O PROFESSIONAL SERVICES ORGAt ZA!,(p, These drawings reflect the current design. Should you have any questions on these permit drawings, please contact John Farbarik or me. '/908 Ah.�h}tFljayA4v :. 7`f�iriuL? City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 Gary L VanDusen, Mayor NOTICE OF APPLICATION FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVEDOPMENT PERMIT Written comments must be received by March 17, 1985. Distribution: City Clerk Mayor METRO Public Works Director Adjacent Property Owners Notice is hereby given that Municipality of Metropolitan Seattle who is purchaser of the below described property has filed an application for a substantial development permit for the development of the underground 8 foot diameter effluent transfer system pipeline, bridge across the Duwamish River, rock rip -rap to river bank stabilization, and restoration of affected properties located along the Foster Golf Links and Interurban Avenue South within SEQ of Section 10 Township 23 Range 4, NW4 of Section 14 Township 23 Range 4, SW4 of Section 14 Township 23 Range 4, and SE4 of Section 14 Township 23 Range 4, in Tukwila, Washington. Said develop - ment 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 Rick Beeler, Associate Planner, City of Tukwila, 6200 Southcenter Blvd., Tukwila, WA 98188, in writing of his interest within 30 days of the final date of publication of this notice which is February 17, 1985. Published: Record Chronicle, February 10, 1985 and February 17, 1985 TIME . ........, w.... �..>:,:.r .. n•r ,r� ->_,na n :aPa �:::+Fwe.... a: .ZT7Gt'.G.ib �'.: inL�d :1'ia7.auN:.,"7 ;fii::?i ? %',. ,;"i?�tx`7 stViaiq: ,.. rb"" kl o / RIGHT -OF -ENTRY , ' to THE CITY OF TUKWILA FOSTER & MUNICIPAL GOLF OURSE This Right -of -Entry is issued to METRO as follows: ACTIVITIES This Right of Entry is issued to METRO to conduct preconstruction and post construction activities such as survey, soils investiga- tions,. instrumentation, testing and other non - construction activi- ties. This Right -of -Entry is issued to begin following the date of receipt of the Indemnity Clause and Certificate of Insurance on Portion "A" and on Portion "B" and terminating on both portions on April 1, 1986. LOCATION Portion "A" is described as the south 90' of the golf course from Seattle City Light right -of -way to the Duwamish River along with.the west 90' of the golf course from the south boundary of the golf course to the south side of the existing foot bridge. Portion "B" is described as approximately the south 100' of the golf course abutting the Duwamish River from the south side of the existing foot bridge to the railroad right -of -way. (This includes portions of-the 11th, 13th, and 12th fairway, tees and greens). CONDITIONS A. Immediately Applicable and General Conditions: 1. Access to the site will be over Maule Avenue. Precautionary measures must be taken to preserve the underground infrastructure. The roadway must be adequately improved to carry the construction related activities and to control drainage, dust, mud, and to prevent encroachment and damage to adjacent property ( Maule Avenue is 20' in width). .17 ..... t.!: S 4 r✓ : \ +,:+..rvw.:.ave, �n .w nr;.v(:^'Y'. Sc^.eT.h'.lis bY`rY +Y'. 1. fi'.'i�fifr::;kh'. 'V:li..rr.� ht�`:�......s�. ✓� .... • CONDITIONS (continued) 2. Use of the foot bridge will be extremely limited to METRO. The game of golf shall not be interrupted by METRO pedestrian use. Any equipment to be trans- ported across the foot bridge shall have the specific approval from the City prior to the use. .3. Provide on -site sanitary facilities for METRO use. 4. Locate and preserve the underground electric power service to the irrigation pump facility. . 5. Locate drill holes and other survey stakes and refer- ence points, etc. and furnish scale drawing to City prior to any major activity. 6. Furnish all information gathered from borings other investigations along with the analysis to .the City upon receipt of such information. 7. Notify City in advance of all activities which require METRO, its Consultants or its Contractors to be on the golf course premises. 8. Furnish to the City a complete list of all METRO . personnel, Consulting Staff, Contractors and /or other purveyors of service to the area. :9. Provide the City with an Emergency Management Program, i.e. 24 hour a day, 7 days a week communication plan and system with all project participants. 10. Evaluate Test Wells for use as permanent irrigation well. 11. Construct structural fill on the maintenance facility area as shown on approved golf course plan. 12. The City shall be compensated for any golf course revenues lost due to pre or post construction activi- ties. Particularly if part of the course must be closed to the public's use. 13. Issues not covered in the above which may arise during further design progress and investigations for the • project shall not rbe excluded from being conditions for this Right -of- Entry. CONDITIONS (continued) B. To be performed by the City of Tukwila with reimbursement provided by Metro: 14r. Provide sanitary facilities for loss of use of the golf course restrooms, septic tank and drain field. 15. Provide sanitary sewer service for the Aliment property for loss of septic tank and drain field. 16. Salvage and relocate the 11th & 17th tees materials and plants as directed by the City. 17. Prepare two new temporary greens to replace #11 and #12. 18. The City retains the privilege to determine how and when some of these conditions may be carried out'and by whom. The City will provide to Metro, detailed scopes and cost estimates for services or contracts for services associated with these conditions for review and concurrence. Metro will reimburse the City for the actual costs of these services. C. Acceptable by Metro to be carried out during construction: 19. Cyclone fencing or other fencing as specified and varying in' height from 6' to 10' will be installed as designated to enclose Portion "A" and to isolate Portion "B" from the remainder of the golf course. 20. Locate and preserve the use of the golf course irrigation system and salvage reuseable materials which must be removed from the easement area. 21. Control surface drainage from private property through maintenance facility area to golf course. 22. Install effective screen on the irrigation river intake system during river construction activity. 23. Indemnification METRO shall indemnify, defend (or agree to defend as provided 'below), and hold harmless the City, its agents, and employees from and against any and all claims, losses, or liability arising from injury or death to persons or damage to property occasioned by negligent act, omission, or other failure of METRO, its agents, servants, or employees to properly perform the services - 3 CONDITIONS.continued METRO shall not be required to provide or pay the cost of defense of any claim of independent or concurrent negligence on the part.of the City or its employees or agents with respect to which the City is held .or agreed to be at fault, or which arises from a dispute as to the authority of the City to act, or which does not otherwise arise out of METRO'S actual performance of the project. METRO shall not be required to indemnify. defend, or hold harm- less the City with respect to any portion of any settlements or judgments arising from the negligence or other fault of the City, and not arising from the negligent act, omission, or other failure of METRO, its agents, servants, or employees. 24. Insurance. METRO shall secure and maintain in force throughout the duration of this contract comprehensive general liability insurance with a minimum coverage of $500,000 per occurrence and $1,000,000 aggregate for personal injury; $500,000 per occurrence /aggregate for property damage; and professional liability insurance in the amount of $1,000.000. Said general liability policy shall name the City of Tukwila as an additional named insured and shall include a provision prohibiting cancellation of said policy except upon thirty (30) days prior written notice to the City. Certificates of coverage as required by this section shall be'delivered to the City within fifteen (15) days of execution of this Agreement. msp20/13,14,15 Richard K. Sandaas, Director Technical Services Department METRO required by this Agreement. The obligation to defend or pay the cost of defense shall extend to claims of independent or concurrent negligence on the part of the City, its employees, or agents, with respect to perfor- mance of this project provided that the. City or its agents is held not to be or, in the case of a settlement, in which the City and METRO agree the City and its agents are or were not at fault with respect to such claim. 4 Byron G. Sne'Va, P.E., Direc Department of Public Works CITY OF TUKWILA ;f vwvu . »�vl9i4f�d � /,kUirz�i a lw "..?:-''r "'i'i ¢ ��.:�ti�, l�.niii ?SC;k3 fcJ.Shz;t� visRaaiinx�u�ti.+�c �;rt,fe.6.ku:a-i..h.„ 8/9/85 Re Environmental Analysis: Please reference Final Supplemental. Environmental Impact Statement on the Renton Effluent Transfer System Alternatives for the Wastewater Management Plan Lake Washington /Green River Basins(2 /84), and Addendum to the Final Environmental Impact Statement for. the Renton Effluent Transter System Duwanish Alignment (1/85) prepared by the Municipality of Metropolitan Seattle. egkam _„,a w. �: ci.=....... �`; t: b; �J:• iazi+ '�1��5v'viifintlxi7w•�:s:i.6wzrn: City of Tukwila 6200 Southcenter Boulevard Tulgyila Washington 98188 433 -1800 Gary L VanDusen, Mayor August 8, 1985 U.S. Army Corps of Engineers Seattle District Regulatory Functions Branch P.O. C -3755 Seattle, Washington 98124 -2255 ATTENTION: Rudy Pojtinger, Project Manager REFERENCE: 071- 0YB -2- 009998 Please be informed that the City of Tukwila assents to the construction of the ETS pipeline in the Duwamish and Black Rivers. The City has not objec- tion to the Shoreline development drawings and concepts for permit purposes as furnished by METRO dated July 1985. At this time, a joint agency agreement has been executed between METRO and the City of Tukwila. Should you need any further information, please do not hesitate to call. Sincerely, c,es2z, Brad Collins Planning Director /ks (POT.S) ( #1) cc: Mayor /City Administrator Public Works Director ' I. isi Y r , == =:.u vti:a a`ueFl �2m January 31, 1985 RE: Renton ETS - Bridge Permits Dear Sir: , se t4mE Municipality of Metropolitan Seattle & hange Bldg. • 821 Second Ave., Seattle,Washingt n Thirteenth Coast Guard District (oan) Federal Building 915 - 2nd Avenue Seattle, WA 98174 FEB 1. 1985 CITY of: Tukv A PLANNING DEPT - _i Application is hereby made by METRO at 821 - 2nd Avenue, Seattle, WA, for approval by the Commandant, U.S. Coast Guard, of the location and plans of a temporary trestle and permanent concrete bridge to be constructed across the Duwamish River at Tukwila, WA, 10.4 miles upstream from the mouth of the Duwamish River as shown on the attached plans. Both bridges are being constructed to facilitate construc- tion of METRO's Effluent Transfer System to improve water quality. Federal funds will not be utilized; however, federal agencies which must grant approvals, easements, or other actions for this project include the U.S. Army Corps of Engineers. The bridge will have no significant impact on the human environment. An environ- mental analysis describing project effects has been prepared and is enclosed. There are no wildlife and waterfowl refuges, public parks or historic sites in the vicinity of or in the way of the bridge or its approaches. The bridges will be within the City of Tukwila's Foster Golf Course at the request of the City of Tukwila. Legal authority for the bridge is found in the General Bridge Act of 1946. The laws of the State of Washington do require us to obtain shoreline Substantial Development Permit, a hydraulics permit, and a flood zone control permit. The proposed activity complies with Washington's Coastal Management program and will be conducted in a manner consistent with such program. The concrete bridge will replace the existing wooden suspension bridge which will be removed in its entirety when the new bridge is completed. The temporary trestle will be used to construct an underwater pipeline crossing and will be Thirteenth Coast Guard District (oan) January 31, 1985 Page 2 Very truly yours, Susan M. Solberg Right of Way - Property Supervisor SS /dl Encls: (1) Four copies of vicinity map and bridge plans (2) Environmental Analysis removed. Both bridges are scheduled for construction during June 1985 to December 1985. Ownership of the concrete bridge will be transferred to the City of Tukwila. 10 LAST NAME FIRST 0 CONTACT PHONES) e . ; , METRO - Municipality of Metropolitan Seattle is s 4 al in STREET OR RURAL ROUTE ,, , " WRIA • .. 821 - 2nd Avenue � CITY STATE Seattle, Washington ZIP i �" ABC. . ;:.`. 98104 N7 12 WATER TRIBUTARY TO re .: =.`'" IS ... N o BLACK RIVER, DUWAMISH RIVER AND PUGET SOUND QUARTER SECTION TOWNSHIP RANGE (E•W) COUNTY TYPE OF PROJECT 13 SECTION N1 Two River Crossings . S 14, 23. N. R4E,.W. ;....KING Outfall extending 10.000 ft. .erly wes rn uwami ... waterquality K S A�R/rbE�`+` llS�rY 'CS:3.. ; y a � _ C '. 1n� � i +;a . ;<.. ...... t�. ,: • 'i: , F. ; :' DEeCR',OI.'r.: • l?# +i •, �• f, .._.. .. .. Work is . the Construction, operation, . & .., maintenance . of...a...96''..For..cemai n . along the Duwamish River Corridor , from .. Renton ..to sh Head and . a.1.0,000 foot long outfall . extendi pg into Puget Sound, to. about .600. foot . depth. River crossings of the Black and the . . . Duwamish Rivers will occur. Two will be constructed within the City of Foster Golf Course crossing the Duwamish River. Dredging will be done to bury and .protect the outfal l . near the shoreline. PROPOSED STARTING DATE June 1985 PROPOSED FINISHING DATE February 1987 20 SEPA AGENCY/DATE OF DETERMINATION . Addendum dated. 1lanuary 1985 SEIS prepared by MFTRO, dated February 1984 21 OTHER PERMITS Corps of Engineers;Tukwila,King County, & Seattle.U.S,Coast Guard: NPDES IT IS UNDERSTOOD THAT NO WORK WILL SIGNATURE DATE SE STARTED UNTIL A SIGNED APPROVAL IS RECEIVED . -TIME LIMITATIONS � .. fig ..... • UV' x-AN141 • • DEPARTMENT OF GAME 600 Capitol Way North Olympia, Washington 96504 (206) 733;3697 x111 .1 • #0... 0.77% .771. • HYDRAULIC PROJECT APPLICATION (R.C.W. 75.20.100) PLEASE PRINT OR TYPE DO NOT WRITE IN SHADED AREA DEPARTMENT OF FISHERIES Ganoral Admin. Bldg. Olympia, Washington 98504 (206) 7534650 This permit is sought in perpetuity • FLOOD CONTROL ZONE APPLICATION NO numbered to , inclusive, which are parts of this application. Remarks: •SEE REVERSE SIDE FOR INSTRUCTIONS ECY 0501 -5 Rev. 7/71 (I)ute) By Dated •APPLICATION is hereby made by MEIRO...(Munici{ia l ty. f. Metrrpal,%taa..Seattle) of ....821- 98104 Seattle,•..WA• 981(.4• for permit to CQt1 tX uCt and thereafter operate Wog offf address) IConatruct. nconstrua, modli and maintain Wastewater Forcemain Black /Duwamish River Crossings., Bridges, Levee, Bank (Nature of works: bridge, dike. road, revetment, logging works, gravel pits, etc.) Protection to be known as C.ffl, sent .,J,r..an.sfex:..System..,(EIS) (Name of works, structures or improvements) located in ..SE 1/.4 , 14 , Township 23 North, Range 4 (E) (NSA NW%A, etc.) within the City of Tukwila, King County (Locar m with reference to nearest town or well known locality) all or portion of which will be located upon the banks or in and over the channel or over and across the flood plain of Ouwamish.,.Ri,ver , a tributary of Ruge:t..S.ound (Name of atresm or body of water) (Name of stream or body of water) in Ki ng County Flood Control Zone No. 2 lin perpetuity: or, if temporary. atata number of years) Definite location and plan of the proposed works, structures or improvements are shown on attached sheets Construction will commence June 1985 and will be completed October 1986 IIluU1 Actual construction will depend on permit stipulations from King CPuntY F1 oQdzone.. and ..the,.Aept..... Remit lApplican C Z 1 A985 U r u KWILA ori PL,AN Plans Examined and Reported by Field Examinution and Report by Application Returned for Alteration PERMIT Recommended by Issued Name Date This permit is sought in perpetuity • FLOOD CONTROL ZONE APPLICATION NO numbered to , inclusive, which are parts of this application. Remarks: •SEE REVERSE SIDE FOR INSTRUCTIONS ECY 0501 -5 Rev. 7/71 (I)ute) By Dated •APPLICATION is hereby made by MEIRO...(Munici{ia l ty. f. Metrrpal,%taa..Seattle) of ....821- 98104 Seattle,•..WA• 981(.4• for permit to CQt1 tX uCt and thereafter operate Wog offf address) IConatruct. nconstrua, modli and maintain Wastewater Forcemain Black /Duwamish River Crossings., Bridges, Levee, Bank (Nature of works: bridge, dike. road, revetment, logging works, gravel pits, etc.) Protection to be known as C.ffl, sent .,J,r..an.sfex:..System..,(EIS) (Name of works, structures or improvements) located in ..SE 1/.4 , 14 , Township 23 North, Range 4 (E) (NSA NW%A, etc.) within the City of Tukwila, King County (Locar m with reference to nearest town or well known locality) all or portion of which will be located upon the banks or in and over the channel or over and across the flood plain of Ouwamish.,.Ri,ver , a tributary of Ruge:t..S.ound (Name of atresm or body of water) (Name of stream or body of water) in Ki ng County Flood Control Zone No. 2 lin perpetuity: or, if temporary. atata number of years) Definite location and plan of the proposed works, structures or improvements are shown on attached sheets Construction will commence June 1985 and will be completed October 1986 IIluU1 Actual construction will depend on permit stipulations from King CPuntY F1 oQdzone.. and ..the,.Aept..... Remit lApplican C Z 1 A985 U r u KWILA ori PL,AN CITY OF -TU & ILA Central Permit System MASTER LAND DEVELOPMENT APPLICATION FORM -ij: FEB 1 1985 CITY OF TUKWILA PLEASE WRITE LEGIBLY OR TYPE ALL REQUESTED INFORMATION -- INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED FOR' PROCESSING. ( 1i s / j-3 Z _c SECTION I: GENERAL DATA TYPE OF APPLICATION: D BS1P SNORT P T O SUBDIVISION ®SHORELINE D e no � BAR LA PERM FT INTERURBAN 0 CONDITI NAL OUNUSL�SS. 0 VARIANCE ZONING AMENDMENT APPLICANT: NAME METRO TELEPHONE ( 206 ) 447- ADDRESS 821 - 2nd Avenue, Seattle, Washington ZIP 98104 2) PROP. OWNER: NAME See Attachment A ADDRESS TELEPHONE ZIP 3) PROJECT LOCATION: . (STREET ADDRESS, GEOGRAPHIC, LOT /BLOCK) Approx. 10,000 feet long - Duwamish and Black River, Foster Golf Course, and follows Interurban Ave. to King County Line. (see map) SECTION 11 :. PROJECT INFORMATION 4) DESCRIBE BRIEFLY THE PROJECT YOU PROPOSE Construction, operation, and maintenance of a 96" buried forcemain pipeline, bridges over Duwamish River S) ANTICIPATED PERIOD OF CONSTRUCTION: FROM June 1985 TO Feb. 1987 6) WILL PROJECT BE DEVELOPED -IN PHASES? DYES 1:1N0 IF YES, DESCRIBE: PROJECT STATISTICS: Acreage - 10,00' length x 20' s 43560 A) ACREAGE OF PROJECT SITE: NET 5 X 2 G ROSS 6 EASEMENTS 6 B) FLOORS OF CONSTRUCTION: TOTAL? FLOORS N/A INCLUDES: 0 BASEMENT 0MEZZANINE TOTAL GROSS N/A INCLUDES: 0 BASEMENT DMEZZANINE FLOOR AREA C) SITE UTILIZATION: ZONING DESIGNATION COMP. PLAN DESIGNATION BUILDING FOOTPRINT AREA LANDSCAPE AREA PAVING AREA TOTAL PARKING STALLS: - STANDARD SIZE - COMPACT SIZE - HANDICAPPED SIZE TOTAL LOADING SPACES AVER. SLOPE OF PARKING AREA AVER. SLOPE OF SITE EXISTING PROPOSED NOTES C- 2;M -1;R -A SAME O N/A 0 d • Replace existing o Replace existing N/A N/A N/A N/A N/A No change to slopes 8) IS THIS SITE DESIGNATED FOR SPECIAL CONSIDERATION ON THE CITY'S ENVIRONMENTAL BASE MA.'? ❑ YES ❑ NO r1„......„ „ • APPLICANT'S AFFIDAVIT t . * ki_Sa n M. S o / a Q y , BEING DULY SWORN, DECLARE THAT I AM THE CONTRACT PURCHASER OR OWN 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. SUBSCRIBER D , ,SW'00 . BEFORE ME TH 1 _: /+e— DAY OF �E v4�'i`y NOTARY PUB IC IN AND FOR THE STATE OF WASHINGTON RESIDING AT DATE oL/ / / ' j X CITY OF TIWILA Central Permit System MASTER LAND DEVELOPMENT APPLICATION FORM 1) GENERAL LOCATION OF PROPOSED PROJECT :Approx. 10,000 feet long crossing Duwamish and Black. Rivers, Foster Golf Course, following Interurban Ave. from about S. 139st to King Co. line. (1/4 SEC.) OF SECTION 14 & 15 OF TOWNSHIP 23 N., RANGE 4E W.M., IN TUKWILA, KING COUNTY, WASHINGTON. 2) NAME OF WATER AREA AND /OR WETLANDS WITHIN WHICH DEVELOPMENT IS PROPOSED: DUWAMISH RIVER, BLACK RIVER 3) CURRENT USE OF THE PROPERTY WITH EXISTING IMPROVEMENTS: Property include use of the existing Foster Golf Course, Washington State Dept. of•Transportation roadways, and utility corridor. 4) PROPOSED USE OF PROPERTY: Construction, operation, and maintenance of a 96" buried Forcemain, construct I- temporary and 1- permanent bridge, access road, levee on 5 l Duwamish River TOTAL CONSTRUCTION COST AND FAIR MARKET VALUE OF PROPOSED PROJECT INCLUDING ADDITIONAL DEVELOPMENTS CONTEMPLATED BUT NOT INCLUDED IN THIS APPLICATION: Project within the City of Tukwila - $20,000,000 6) CONSTRUCTION DATES (MONTH AND YEAR) FOR WHICH THIS PERMIT IS REQUESTED: BEGIN June 1985 COMPLETE February 1987 TO BE COMPLETED BY LOCAL OFFICIAL: 7) DESCRIPTION OF THE EXISTING SHORELINE: 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. l FEB 1 1985 CITY OF l ur,v'Jil., PLANNING DEPT_ ______,_ .. 4trnElRD Municipality Metropolitan li of Seattle Exchange Bldg. • 821 Second Ave., Seattle,Washington 98104 January 31, 1985 City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Attn: L. Rick Beeler Associate Planner RE: METRO ETS - Shoreline SDP Application Dear Mr. Beeler: Please . find enclosed METRO's Shoreline Substantial Development Permit application for the Effluent Transfer System within the City of Tukwila. The application and accompanying material reflect the City of Tukwila recommended route through the city and include the mitigation items of the access road, bridge, dike, and bank protection. We will provide any' additional required information necessary for the city to process expeditiously this application in order to commence construc- tion this June. • • Should you desire any additional information, please contact Mr. Matthew Harris, at telephone number 223 -4870 or myself at telephone number 447 -6642. Very truly yours, 2/7• Susan M. Solberg Right of Way - Property Supervisor SS /dl Enclosures • MM{EllE3 FEB 1 1985 CITY OF TUKVJIL,"� PLANNING DEPT. M� %SO2 sMP 139 IgititAxiti_1140 A� S (Fo��ec2 Got.CF-14WwW114) S 1 ) J.404 • v• ir •' "•••••,' ‘•••:•P' i • . • i • • • t • . .. . . - • ........ • - • • ... . • . . - . . . • _ N 43•41'3/" W ;. 86.46 • - • ersriokei ,---,•• - - • Z0/3.42' - . . . REVISED Q. EASEMENT. 7/29/11ST.I.: : 138•831/12 . . .. . _ • E • - 1 • • ••.,..... .. .... - 857.75' " : : I 501/TH LINE OF STEM& FO9TER #0,38 5. /3916 57: (VACATED) • - .. • (t- v • • • - - • - • • • • • • • • • • - • . • • • • • . • . ^, • • •• • • • • . • - _ • • • • . -• • • •• • ■_ • • . _ • - ■ • • • • • • • • • ■ • • • - Tax Lot Number- Easement Number - • T ni • Permanent Easeiin - • "- t. • Temporary Easement Municipality of Metropolitan Seattle - ! Wil 4-85 - ag mov - • .. 5 • • - • 57.10' ejt A 0 lr R=496.' Ln 113.0Z' ,s0 41'13'11'50* 0 R0.5. •! • t/Af . OF Af0/101RY 11161/ woo - g O • R=490.69' :: L= //3.0Z' /3 muff '9' SEE NO: 2 072. • .. . • _ - • . • • U R S ENGINEERS I RENTON EFFLUENT TRANSFER SYSTEM city :r 77/KW/LA PROPOSED EASEMENT KA" 5 72 I - 23 -4 war / Z I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I IV' I 1 1 I-I I I I I I I I 1 1 1 I I I I I Lill .1111 I I I I 1 I I I I I I I I 1 1 1 11111111 I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I 1 I I I I I . ‘‘t• 0 te THINCH 3 „•■• %.1 • ," TeiV %AD OERKW -4 - 5__ 6 7 9 10 • 11 E IN 12 E 1 • CIPITillrlUtibraliJEFEZEWEITI IS LESS CLEAR THAN THIS NOTICE, IT IS-DUE TO 0€ sz se ix 9Z GZ 1 7Z EZ ZZ ;THE UALITY OF THE ORIGINAL DOCUMENT ■ 6 8 L 9 S 4 7 E t v**1 11111111111111111111111111111111111111111111111111111111111111111111111111 111141111111i 1111 nit Uri rift lilt 111111111561117ElliMillgirWriiiiinfi 111111111IIIIIIII11111111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIII . • . . . ..„. _• • , }tlett 11 t &kttte61 t L t . 'C t II II III 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII {1III1)I_ �IIII IIIIII 0 16THS INCH 1 / 3 DE 6Z ee LZ 9Z 5Z hZ EZ � I ZZ L I11111111111I11111IIIIII111111IIIIIIIIIIII111111IIIIII11111111111111111 llll 1 1131111 IF THIS MICROFILMED DOCUMENT IS. LESS' CLEAR THAN THIS NOTICE, IT IS-DUE TO Z THE S UAL ITY OF THE ORIGINAL DOCUMENT min nu Hill Min tin I IHIIIII {IIII�III111111�IIIIIIlIfI111 III1 IIII IIII IIII • U R S ENGINEERS I RENTON EFFLUENT TRANSFER SYSTEM I _11111111I I I I I"`I LII111IIIIIIILhI1ICI 1111 - 111 1- I- ��IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII __.._..�7 _.___ .� 9 . 10 11 MMEINOERMARt 12 • • 6 8 L 9 S E Z l ww 0 I,I1 I IIIIIIi111111IIIIIIIII1111IIII II111111I IlI III III11I1I11111111111111111111 1111111111) lll�l�l y Municipality of Metropolitan Seattle ETS - 3. "- 14 L/NE OF-DO/NARY H /6H• WATER PO/NT i4 / o 2) • ‘ •. • ® REVISED. E PERMANENT EASEMENT 7/29/85; CLK ilk. REVISED TEMPORARY . EASEMENT 4/12/85 ; RCH ® .CHA NGED NAME OF RIVER _ . 7/ I /85 RCH TEMPORARY CONSTRUCT /ON EASEMENT 4 r3 1 2 Tex Lot Number - Easement Number Permanent Easement Temporary Easement ELY PERMANENT E45EMENT �•�,' f lea +' 4 45i 1 7 � I a r 4 4. • i I . :1 . ,, . t1:1:4,''? 1 -s r � . .. ■ . � � i i`ir iii . i .i 78 ' .<. ! . �i ii .._ ....10:::/#1 /4 40' . TEMP. CONSTRUCT/ON EASEMENT . . 7 /0 ,� ; �, $47 TEMP. COMSTRUC77DN E5M'T _- DUWAM15H -: •.:. . ••• RR. ,1. ? ice, ... 4r' • -,f_:t� : ; L /NE OP ORO /NARY H /6H WATER. R /YER 23 24 TOTAL PERMANENT EASEMENT = Z,000 ± 5.5 TOTAL TEMPORARY CONSTRUCTION EASEMENT = 23(3000 29 13 SCALE /M f/00♦ • • • — srtnogn,4 V,FI! r".7.'sr ocEr • J :••,)^ •••• . • g ma. • ficrautssor.tra:"....r.oimsam La; Andilk.,.:tiafm, taw, r h :La 41111/7"../r4v rcz...-:7Farszakfigii• Aly A ■Alim 74111■61K .1 erS.emiSeraterrifrffl I 0€ sz ee LZ 9Z SZ ez zz 1411111111111111 1111 9 • 10 ..DEINKR.ANY 12 IF THIS M ICROFILMED DOCUMENY IS LESS • U R S ENGINEERS ' RENTON EFFLUENT TRANSFER SYSTEM POO COAt MOM - „t,rirrrr • .f.c.1r. , • itsz •- •% — PO' PERMANENT EASEMENT TEMPORARY COA6TROCT/ON EASEMENT 20' PERMANENT . EASEMENT io' • • INTERURBAN : AVE: • (612. /8/) • • • . SEATTLE CITY WIT 5011THEASTEELY OF 1*-6 • TOTAL PERMANENT EASEMENT AREA = 34, Mt 5ff TOTAL TEMP: CON5TRULTION EASEMENT AREA r - /29, 2 t 0 V” 1, Tax Lot Number --- • Easement Number: Permanent Easement . Temporary Easement fr CLEAR THAN THIS:NOTICE, IT IS-DUE TO THE •UALITY OF THE ORIGINAL DOCUMENT es e L 9 4 7 E I P. 1111 ifi lilt im iv.tt kt.g 14 I P.P.'44c ‘4 „,,.. Oat 3.8g • • • • , ; , , • • • gr 41 i \Vs' PRELIMINARY 20 1985 URS COMPANY !METRO Municipality of Metropolitan Seattle \c• \1 \c> •e' \* 86.S6 AttALILE AVE. SCALE IN ii/00 • t .rkg,iptf 1 71, 7• C2, .62 • v. 1 •• • • - - • • ;•kY'•••:7„•••,., • DUWAMIW INTERURBAN AVE. 0 •7 • - , • ?PO Inl 4 illie".teoiii 4 1 -1 :' :7 4 - '" . z 211 :‘ '''' ErCn 4 1 ' 4 - ;F kiitli r 7APA - Alirei Nr.eitarigiide - % a ki - I .4.1. I Nilo g•- %urn ( V •AN ■Il ' iN Q • IV 1j11111. I as tl 1 o w fi Ti 0 Tax Lot Number Easement Number Permanent Easement . . . Temporary Easement \lk 3-8F " Ct.& 111~14 • • • : • _ • , • • • •• • TEMPORARY CON.57?UCT/ON, eser N' PERMANENT EASEMEAIT — . . • OITISTRO Municipality of Metropolitan Seattle U R S ENGINEERS J hI* i 0 RENTON EFFLUENT TRANSFER SYSTEM SEATTLE au LIGHT' (501.1THEASTERLY Of 1.-.5 10 /i-es-4 PROPO5E0 fA$EMENT5 ETS -3D "in e eft . . . CLEAR THAN THIS NOTICE, IT IS-DUE TO Oe 6 Z , ed Lz 9Z SZ 17Z CZ 1 LZ THE sUALITY OF THE ORIGINAL DOCUMENT e i L 9 1 S i t " to,k• „ i•41" k ; Le. PRELIMINARY SUN 20 1985 • URS.COMPANY V\ , : I .. . 31,V,tedEllETIO**rcTr 11111111 III Easement Number 111 1111 III 1111 1111 CITY • Permanent Easement Temporary Easement (INTERUg6AN AVE.) LIGHT ' • U R S ENGINEERS • ..• • • -••• ..... 011TIIETRO Municipaiity of Metropolitan Seattle RENTON EFFLUENT TRANSFER SYSTEM SEATTLE CITY 1/61/17 EASTECLY Of 42nd AVE. 5. PROPOSED EASEMENTS ET5- 46 TOTAL PERMANENT EASEMENT AREA = 41 t SQ. PI TI TEMP. CONSTRUCTION EASEMENT AREA = /63 WO.* 511. Pr Tax Lot Number - - ht•* 5-n-4 • N ) • : ' • .• • • ••••4 • . . . . . . . . . . • • - . • TEMPORARY COW: EASEMENT 1111111111111111i11111111111111111111111111111111111111ffill 1111111111TIII 7 sto:43.4%, , 4 tt.ttt •- , • • AFPOOVVI • . CLEAR THAN THIS NOTICE IT IS DUE TO OC 6Z ee Lz 9Z SZ ez ZZ THE UALITY IIIl ... • _J L .: rut; , • ....••• •-• • n 4 1,.. , ' 1...1`1Vi''"'i 11 II • • • ' • • , 1 1 1 „ 171 II 'III' III III 111111_1_111111.11111111.1.111111 11111 I Lill 1111 11111 I 11141_111J 111111111 0 16 TH INCH 1 3 7 8 9 10 • 11 MADE IN GERMANY 12 IF THIS MICROFILMED DOCUMENT IS LESS OF THE ORIGINAL DOCUMENT ■ L 9 G " 0 II 't<•' •'. ,N • ' • . • • Sql?0, 7 1"1:' n.:= ' 11., tit 1 • A ?. crirvtiri.'strnier■- •-• :77 it.:4* figlkinr 4 7,4.4)2140ny:_q... ass x•s4t „AAR", .cj v-.1 7 2144, ,c-fitg 4. --61- 4 4 4 :4 LIV 2)4.- ; 441 g 7.:! ;" r nIf W : , 2 1 4Z Z Ie l lsr t ik f r t 4 14'72.4 t -4411li t - t!f ! :; 4"A". ir so — try ' 1"4-- 's • r 1 /X24 .7 7.41 1 .11%rEigii Ix 0 ?if „ , • , • ,TIFFIIV TN; e 1;14 jr, 4 • . — 11111111111!11 0 INCH ' ' . . • • . • • 1111 0 0 II 1111 !PP 0 Tax Lot Number . Easement Number ar PERMANENT EASEMENT 076 5ECONIJARY STATE HWY NO. 51i OHTERIMBAN AVE.) • Re/MARY' 577,7e .1/WY ND. / 4//veliZ Permanent Easement : Temporary Easement • 11111111 1-85 8G 9Z ,,ZZ • I I • TEMPORARY CONSTRUGT/ON EASEMENT sty . 30 1985 ." 1 "..."I iiinicipolity of Metropolitan Seattle U R S ENGINEERS 6 — 11 11111111111111111111111 11111111111111111111111111111111111111111111111111111111111111111 , smjc,RoF!,LREDAOCUMENTA:S LESS cctAR;:tHAif;IHIS:'NOTiCE: . TO ; lIALITYlsF?.::THE? ORIGINAL; DOCUMENT 6 ' e 1111 1111 1111,1 Iliti11111111111111111inlidaR11111111111 91 9 • 10 ' 11 KCEINKRMNII 12 • PRELIM1NA ; I -% a 1 A e 4v1.: . • i • • 'A t • ..... . . MAU ilt RENTON EFFLUENT TRANSFER SYSTEM same cm' LI6Hr7EASTEELY 0 4Z ni AVE. . ET5 _ 4 mart 2 Of _ „ • . , ; Oa; - I c I cgg, , • WY, ve • m ! 1 p O Municipality of Metropolitan Seattle U R S ENGINEERS RENTON EFFLUENT TRANSFER SYSTEM 5EA L CITY UGH EASTERLY 0 42/xJ AVE. . PROPOSED EASEMENT, ETS- 48 SE ¢ /0-11-4 by. 1 11111 11 1111If1(f f1III11111III IIIf'II11111Ii11111_ /1'1III1II1 II I I I III{ 1111 Ili1i1i1! I !1!I!IJi11111i11(r.liI.11+1_I_1i 1' ilili1i1ili11 i111i11 i111'ji1i1i11 1( 111111L 0 IOTNOINCH 1 2 3 4 - g_. __.._- _.6._ -- - .__._.7.- „3,,,. .. 3, 9 10 • 11 Will INWINAr 12 IF THIS :MICROFILMED,DOCUMENT.:IS LESS CLEAR THAN THIS' NOTICE, IT IS -DUE'TO of 6Z 8e Liz 9Z sZ 47z 71 ez Le e THE aUALITY OF • THE ORIGINAL DOCUMENT I n I i Ii�inlliin 6 9 'L 9 S as E Z I. WW0' , IullunIIIIhnII ;hrl}: {p� � 1 7•ir. '� l�" i �,'n`1 jy �. . r 42nd Ave. + O 0 5. Tax Lot Number Easement Number Permanent Easement MI Temporary Easement TEMPORARY CONSTRUCT /ON EASEMENT • PREL=MtN AN 20 198 r !'• .`;..ills "'?��� 20 10 FEA TOP SUR 0. LEFT BANK ACCESS ROAD ., 7=d STA. 3 END SURFACING TOP COURSE RA Gee N IT7,T55.06 ,.SECTION E 464/J10505 tE: � "�EMOVt �- 0 -' , y EXIST. IIYGRAINTOBEABANDONEM_ , S �b�OAR � " AFTER INSTALLATIONOF NEW STORMORARf 0—ALRNGT 9 T INTERUR BAN AVE. - -�' —_— nvaROX I M•T I ECTPOLEB 1.v1E T • • I IEOPE&rV •`...„. e.? WESTERLIL LOW OF PERMANENT EASEMeNT al)M 3C At . 4 o 0 i Et ni -FrR I6 FIR TO BE F. — d � � R\ ED T� PICALFOR AU. SEC IONS Till SHEET CEPT WERE SHOWN OR NOTED f-1LT ��� N ITT'476: 0 ' AMISy RIVER •••••,_ � E T ° 357 0 \ rr \ R� • D64 90 \� ® L +188.57 sy� ba FOR RNER BOTTEM KEY, ROCK DEFLECTORS AND FILTER FABRIC REWIRED FOR ALL RIP -RAP • SECTIONS SEE is EXt4T. RIVER w' : eff � AP9 .- SECTION SCALE:1 STA. 4 +30 BEGIN 6 SURFACING TOP COURSE PREPARE SUBGRADE APPROX Q3 FEET BELOW EXIST. GRADE • -2• ...../ REMOVE EXIST f MEE AS REQUIRED AND INSTALL I4 CHAIN t NK FENCE GATE CONFORMIN TO STANDARD • PLAN l;3,TY P REMOVE EXIST • CON SLAB EDGE CF TING BANK r FROM / @RR CrSaE FEW TAW 215 y'G1pLI DRAL _0 IB TO BE REMOVED I FEATH CRUS SURFACING TOP COURSE IN70 EXIST. SURFACING AND SLOPE AREA TO MALL ORUL I I ,© riTQW 20. SECTION SCALE:roct ;CESS R 38'- :T.0 •I VISION ", y . .fit, 11111111 11111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIII1I1\ItI1I_I {1- 1II11III1IIII 0 37 1 / J . • 0£ 6z 8e Lz 9Z 9z b Z ez l zz Lz 1101il661111iil61111iiili1nliiii 11 iillikiliiii iiiMina 111111 11 I 5_ .. D•I1 (• •6 ..I:w z T� 4r � ! f' �t t � � t " s. fl •'.i IF THIS • MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS :NOTICE, IT IS DUE TO THE sUALITY OF THE ORIGINAL DOCUMENT a 8 9 9 e z 1Wwp iiii im iiii iii, i im ilit Itit nn iiii mi iiii ini in im nn i iiii iiii, iiii intliiitIntiliiuliniliuiliniliiii nnlintlintlintiniiInnii nInillinilintl c I•.Ct .uww VT 16.65 AS SHOWN ETS.30 RENTON EFFLUENT TRANSFER SYSTEM .utt LEFT BANK PROTECTION • WETLANDS TO 52ND AVENUE SOUTH IIIII�LI. L l IIl�II_��ILII_IIIIIIIIIIIJLI�L - 11I11IIIIIIIIIIIIIIIIII'II1I I IIIII IIIIIII II'I'I'II� 6 .. _ .. -- . -._ - .7. _ __ -.. $. 9 10 • 11 ',MEIN°EMMY 12 I• C t T•• Y. ti URS ENGINEERS Engineering and Environmental Consultants Seattle, Washington 1 BANK I ACCESS LEFT ROAD VARIES I�_q• tt B • 1 =0• I I S B MIN. I T0W2Q57 VARIES FROM a4 Ca ItE.W AT STA 3T3TO LAP PPLICABBLE� APPLICABLE SECTION. AND =4 I2'E.W._' /f O t/E.PX - FJ CD/r'IPR /ON /2EQ EU /�Ep RETAINING WALL DETAIL r scLLE:r• e 14.7 ''J - ,LMc ES /ef oc 4' r LFILTER FABRIC a `� 6/ p,2 L— SAND CUSHION • ./ .6 -- .Q•MSL� .,;TION SCALE: I•• 11Y ,e1G WALL JETAIL :ALE: r• I' -O FILTER FABRIC B ;. SAND CUSHION Fg-; # ITIETRO '." JAN 198 Municipality of Metropolitan Seattle . +•I y 357 ' r I _ • - • --•-•.-- • • • • • 7 .• -•—• • .• — • /f a 1 /4 tt • 588°3390 2015.4e S — 20' peammeNr EASEMENT Gol : 100 CONSTRUCT/ON EASEMENT : • • . • $ 88•35 Ltr,11:71ilr', 7.K.I .,, -.. _..:1 •': :k.: ' ia........4:1' t ' iItt..- • ki.i.4. - ''•-■ I:4-' •-. I SOUTH .LINE OP STEPHEN S. 139th st (vAcATEP) . - . ••• - - • • • i NN • ■ 61777N6 81111D1N40 N • • • • : • - _ - -• . • • • - • - • . • • - -•... • . - 0 Tex Lot Number- • - 0 Easement Number:: ' -_, : A REVISED_ S. _PERMANENT" EASEMENT 7/2g1/85,04M3 Permanent Easonsont REVISED TEMPORARY EASEMENT 4/12/85 ;RCN & REVISED. TEMPORARY EASEMENT 7/ I 185 3 RCN : . . . .... _ . 4 - .0.1r m ..1/0.0 //./ Ar/ 41Ar ArAr ./Ar Ar././ ArAir s44.■6/354e, 35:t 'Mr -.•. Temporary Easement_ • ^ • , •'••••' . IIIIIIIIIIIIIIIII 11111111111111111111111IIIIIIIIIjilil(1-1 I _ 4 .1 • 588 .1 14 16 Ir 0 U RS" EL DATE " CLK A Fo5TER # 3g : . •"" " .. .. '• - • . • • • , • - • • • • • •• • • • " • • - *" • .. 7 : .... . „ . • TEMP CONSTRUCT/OW EASEMENTL:221:::.1:_:_:... . • • • .... ; •' • • • . . ... I • ' "- ; 1 • ' . . • . : • i — • • , . • . . . ' . . . ... • , ...0 . . . . . , : . .. : .. .... ..; . ' ( ...... • - • . ORDINARY WASH - WATER 7 ' '• .... • • i " . • " • . - . • . _1_1. • , , • 9 • Munieipality of Metropolitan Seattle --- - • - 4 U R S ENGINEERS 1 I RENTON EFFLUENT TRANSFER SYSTEM ary Of TUKWILA - • PeOPO5ED EASEMENT °clue's •s* *al skit Or I . • , - • • • • • • TOTAL. PEKMANENT EASEMENT 16 ± TOTAL TEMPOgARY CONSTRUCT/ON EASEMENT m 85,400 ± 5.e oeLss ez VD 0 111111111111111111111111111111111111111111111111111111111111111I11111111111111111111111111111111111 I'J .-4";415,57., v ,01.7;‘ • 4:1M 4: • 4 1 14 • tat r, ,0791 44 , **-4 '4'7,1 • • '•""4‘,:• 4.4 1 s 0 10 THS INCH 1 2 3) • I OE sz se Lz 9Z 9Z ti CZ ZZ LZ 1111111111111Pli 4 _,6 _ . _£3 • IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS-DUE TO 0.THE ILIALITY OF THE ORIGINAL DOCUMENT num nu mi nil fill 1111111 1111 1111 111 111111111111 3 •'** 111.1111111111111111111111111111111111111111111 11111111 9 ' 10 • 11 K.43EINMWI 12 • • ".... , • -- '41119 • A 114 85'33 "E 20/3.42 588.33'/0 "E - 857.75' 1 .'Rr .v ' 4 >r y �a� t , wr' (1111111(1111111( 1111111 (1111111(1111111(1111111(1\I1I I 1111111111111 0 15TN2INCH 1 2 3_ .._ -- 1 N43•4/'3/•W;. 8b:46' 501/TN LINE OF 5TEPHEIV FOSTER D.L.C. • *38 _ 5. /39-th 57: (VACATED) Easement Number Permanent Eaiimi ht" :... CLit l�:Gl M 5 44•/G'35 "E 57.917' U R S ENGINEER$ Municipolity of Metrcpoliton Seattle RENTON EFFLUENT TRANSFER SYSTEM Ro.e. 4 L -14 1 !I�� - 111111 111 1 111 1 1111111 ( 4141114 1 4141111 1 8— 10 11 "DE INIOIMANY 12 IF THIS - MICROFILMED .:DOCUMENT , IS LESS . • CLEAR THAN`THIS:NOTICE, IT IS-DUE TO pE 6z se Lz 9Z SZ ez; zz lz THE IUALITY OF THE. ORIGINAL DOCUMENT 1 6 8 L 9 G + e WN 1111111111111111 ` n11111111111111II 1111111 In1111111111i111111111111i1illlii l 1111 till nil 111' 1 ►11 i111HIM 01 III in1116 m 4�II Ili! in iiiii'rm ill 1 - iii 11111111 tin niil1n1111i11n11111i11u11lilu1iinlii11111111111i ilii111111111111111111111114111111111141 s itd 55 l�-t3 -4 • 4: Y >f V p.T.,,.,j• ^• r' 3R 1 • u�wtr . ,3' y: g � 3, � .�1� `�4} # �i, .r t ? •.7 . ,t �, .i tr -. ., Ir j . ;�� .+�.r,y..• �+; ., y �¢ �a ( I�IIIIIII�I�IIIIIIIII�IIIIIIIII ^ I�4�Ill�lil�lll�l 0 10TH :INCH 1 / 3 •�t /, . n ;�. �,.avt,,. I�,��v �tjiS�.,acatztaa f.'x�yk;a�r� �,,. % ,4I' r 7�t?,��.�1r ?., ,. � /a,t.�'.';K a5.'�'�act:i :,lkr, i h 1 .I•' Xc,.. .. 1z,7,.>. • .:.a 1 , 1 1 1I 1 I I I�III�ILL�1I1��11 I—( IJ�lI1I1IlIJ�h�� 1 llallillli 1 lllllllllliliillill • Illll . i : �lllli , liliL . _ 6 -- ___ 7 - 8 9 10 • 11 MMEINOemuto 12 IF THIS. MICROFILMED '.DOCUMENT.;IS LESS THAN:E, 'IS DUE TO 0€ 6Z 86 /2 9Z SZ bZ EZ) ZZ . to � THE .'UALITY .OF THE ORIGINAL DOCUMENT CLEAR e e 9G C z '"'" 0 Illlllllillllllliillllllllllllll 1111 lull /1111111I 111111un1111111111111 - 1 - a il 1111 Ii11 • Iii/ IIII /iii iin /iii i iit i iu lIII i iii(i :THIS:NOTI iiifi C liiliiu in nn im ilil ilii lili 1111 Iin1 1iu11111111111111111uu111111111111111111111111111111hul1u111111I111uh11II1111111111 4 k tom Nt'zz 31,1 ea Or /s RErA (.iAL!_ pEpry .Et7Cr / gR, e - ocC ^E . irL .) C - O.'fi n4 CrEo NAri ✓e JO /L ( ^A,N. CLAY) O DELLS CAAO ,;4c rO,ey .340. 7t7 o.(•A /N• ADO /0 c y c eas'I Roc.e \ PAR.er/.4G LOl SECT /ON _ L) /KE /FOAL) 0 .. NAGGA.Po •°ROPERr y • - 10 — 4/41/ TS OF/p /R•RA ' /Z •• NRCR PIPE /6 - L ONG AZAA GA re" ON R /✓E -woe GR.•1 r _• CN /A'4 Cr E "OP(N /./c - s •O.S T YR / Nyo.ea se4 wsoor SCEo M /.f IA 44 -4n a 4 Q /P.eI a � 4 C d r 4-6 ✓PACTCO ( M.N. CL.•✓) . kG.PA of AREA•CbrL• rscy EAL.ry BARA- 4' /40 • TA/ S rREE7 °cox • 36S L. OUVVAN147w R/ YEA? PL AN sCALE / " -ZO' "W.f .ed NYDRoseeO .PLEAYACE pewee .L.4 /C ANo .EL' /Ar . R1frS 4 AMP A.4/A/. /2 • rw /CC Q PROPOSED EARTH BERM HOUSE. V ;o • !Z/ TO OF NK —R �-` 1st ---• —a— '� \ ` `_1� • /4' wioE 42/CE A'bAD ,,,� L7U WAM /SN I } AL /MEAT' PRO/RTy SLOPC p /AzM, f/A/oisrz/RDEO .10/4. .10/4. - COM. /ON Regal/RED /E OvER EX C AVA rep 1 :4 &w, OA EAR TN F_E.QM N I' -O - 440 /2 "E••v R/R RAP / 44,4167/2"‘./ 44,4167/2"‘./ J ., _ rioN - r ✓P /CAL , AP /ROX. R_Er/4 / N /N WALL - _is / • - / O •:...._. NOM': yvE n stf C! LOG/476 A MI.V /MUM 4 OA • / f' /IA+4 r/IE .6x,Sr.A16 .4y r 774 MP' cm* 7W44. t C17MCA!Erer wel4 .5 I/A v A M/N /MUM coMPCC -xS1 vE Tr Ic ..ee rN O/ _7000 0 0 ..r Ze 4;4 ys. .j .E'CQAe s//ALL ecwFU l T Asr.4 A /S, GEL) so I t EL EV r772/>c2, 20. =O.VrINUO! /:. 4 " G I /../ /2.4 (.S'TO) Q•LONG ...v/r// ...v/r// FLAPGATer ® ZS' PC. 1 0/TEN L /NE errs -JD 9Z ae4w4' sY .eE FAL 4 4//1/16 6 \ , lu I r . ■ V k 2 4 . Al /MLA/r' V /C/N/ r MAP SCAT e A9 8,4/0W4' METRO RENT ON E /orh eie Vr T.gANsp sesrtM Lrr3 - 30 LE - 4141 P.4oree r /ON /Vs role GOLF — COURSE WORK S/ rE .NOTE : LANASOAR'd TO RE AYS7t !N K /ND • AUri'Nr - GRASS SEED • HAGGARD - BARK' Dusr • 0 - CoVSNED POCK �Y s e P ro � J rry. 4, 40 , :�� 7,,, .,t4 ,in3. F,khS7iT,....a! r SnrSs :. 4 IIIIIIIIIIIIIIIIIIII 1111111111111111 11111111111111,11111411-1111111111111 111 ICI I I I I i 1111111111th t i [1I1111itiltltlllt11 I J14111111 I111111111111 111111111111111111111111111111 0 1."5INCH 1 2 3 - , - 4 -... ..5 .. : .._._-_._.__6._ ...__.___._........7. . 8 9 10 • 11 12 ' MACEIN tN91MAl1Y ; ?IFTHIS .MICROFILMED..DOCUMENT LESS ! . . CLEAR THAN THIS; NOTICE, IT•IS.DUE TO . oe ez ee tz 9z sz vi . ez; zz T I1 I(` •� THE .' UALITY OF THE ORIGINAL DOCUMENT,, a e L. 9 s +/ e z I. Ww O 111 ttn111111tttt1uttlttt111111lutt 111111111114111 ititrtu ttu tilt nit mi tin tin tin no no n1i tin iiii stn iiii tni iii nn rm iiii iui nu t tintini niihiii miliul imiiiu imli , iii 111111th niti nillitl nnitin Iiiilmil Inttltttt1ttttlttt tnl - ;zr ._ ._ ._. ...... ..... . ...... .. ,. : , .•i e,• „t. ..� atu xa A,t ax. �...9qu4 .$ns: w. .Y.X, .,:'a:1:.. i'. f4 4 . . .`a"x r 1` F ='t - .r.. . s i3f• , QeG/NN/..G O- /'M.' �CSrL PC rA/N/Nt; r.L /0 •FO •VOCr. / tll. Ca ;-:'- OOELLS 0.44/.0y FAc roR JLOPC V ORA /N.AaO /O ce GeesN Roc.0 •- PA•P,GAG' GOP / —t- - Co...'"..1C S .f ;4M ▪ '1 -4 �' /tT /rt/G N..Ti ✓/.•' JO/G G R /P .e4 (•`-1 CLAY) Q =�� d _ .5 OA/ t7 /KE ROAD F_Lf V. . o. S • T?.P /CA L HAGGARD PROPeRT y -t0 L./M / TS OF.Q /P•A?Ap IZ •' NRC P /PE AS • LONG FLAP GA on, . , ✓ew a /OE Goe.< re ON/NL cr ,' /�'G.$ //YORO SEd wsoor . e_ C M/! Ct7.++PAc TCO 4'.•r/v�E Sb /G — CL.• ✓ Re'64..408 A•PCA•Cbrl ', , _c (AUTy 4 P OF�ANK✓ � TO ° rd4 Lt 4 S Cr /ON . 3C5 G PRDIV 0 EA RTH BERM A /LL f, 4V0eA0E- N✓OreosEEO ee• I -Ace• flAt a • .C.•de. AA/0 ,ELeMA/NT FFA,t fetsrt /40 TI/ \ AL /M414/7' r eer ..« PRO. Wry SeePf OUWAML7N R/ VE.? / :L AN SCALE / "•e:0' f OUWAM /SN R /VER e'en pf P/XJPgpca EA.?TN F_EA'M RETiVN/NG _WALL - .CAL E / /t0" N "r t.; mE 4 720 ee Lec ^TE A A4/4/i.►Iuvr Oer /dl s.e0.47 THE itf/Sr.416 - A7r rive 7b O/ r, r w•f= , 2 4 yC.Nerre fC.C'Rc r4/A .' s' as .71N4L A/I' ✓EE A /viN/MUM CoMPCIS.51 vE Oft .J000 PJ/ .•r re OArs. ..'.� ■C'C3•4rf' -SA/ALL CONFV. I rt7 ASPM AC /S, 61CO 60 riF f /4.M C/A/C TY/ROCO EC, r /ON • T ✓P /CAL APPiQO X. 17. 30 /L - COM.�ACT /ON / • REU/REO ' P Oven OXC AVA TEL+ .l /2 - E.✓ /•• o/rc.v c /NE Ors -s 0 ,4 wive O/Ce A':AD VICINITY MAP 6 METRO AL /MFNr' .•VOTE: LANASCAAvAG TO 86 RfSl MI K /NO • AUMe.iVr - GRASS SEED • /1 4Q1 - 54R M AuSr • O [XV_ • CQC/SNEO POCK ( IZENTON EffL!/d'Nr 7w4Nspe. so-rem e-r3 - 30 LENT 44' PR.07 /t0S ` - GOLF - GbUA jE WORK S /TE OCT 17 1986 Gift OF l'Uo!'viLA PLANMING DEPT. 8SCAIIIING OPPRoPeuro RErA /N /NG GMLL /2 "Ce/dAwcTEO .cePT•/ C„PL6NE0 ROCt (CASE cOceSB MTL.) z RE /Arovf EK /ST /116.AoC,C. ANOCZMISTE!/CT .pC7A /N /NG WALL O, Atoce 4 - ,aACes ore/ /LO /116 v /c /N / MA7P coA.^ureo. sL escs / aloe. NATIVE Jo /L (M/A/. Y . CLA • OGEL CANOy frlc7VRY SECT /ON. D /KE ROAD SLezce 70 ‘PRA/A ADO /0 c y C QSN Roc. t07 4 4 NAGQARG PROi!ERT y 0 L/M /73 OFR /P -184 — %e "NRCP *PE . /0'LON6 FLAP GATE OM . .5/.0E GRA7L ON /NL ET .S "amew /N6s biyAeosenro wsoor .SEED M/X CG•PAcTEro NATIVE 312/4.. (MIN. CLAY) / 407 T N JT.PEET 4a BERM c SECT /OA/ AP•OX.365 L,/ BLeV. .00.5 TYP /CAL yt /th .eE6.EAOf-NYO.!'OSFtO, REPYACE F4WCC FAS.Q/C A//O .ELePlo /NT FeNCE P7•SPS j' �— — ��Z -.„..., 77 /4' yv/e2e ohelr /ebAo O!/WAM /SN RIVER OQWAM/7N RIVER PLAN sc•LE / " -zo' ,PIP -RAP• Mt/A, /2' PR EAR ALIMENT OROAWRTy srd.o P /RM. UNO /STY/ROCO SECT /ON - TYPICAL I 30 /L - COMPACT /ON Re�gpC/ /REO /f OVER eXCAVATEO NOT.; 706 O doe LOCATE .4 M /N/MC/:N / Of / AeOM, THE iX /S.r,A.' A' /I'A'AP • AT TNe Td7POA T,VEGlANK, e • CO.VC.e07`E fO /116' witez J//ALL ',Ave A M/N /MUM cc 4TA S$YVe _17 - A�'TN • of SOOo ."J/ AT es /vows. .ECC4E J•ALL O10vt4 717 AJTM AG/S, 6,eo 60 fie ENO OPPROPOSf0 EARTA/ BERM'. RETA /N /NG WALL. / - 0 • -114©/2 " e•w EL EV. moo,' WALL , .205' FONT /NL/OUS •may ate. �— A'/P RAP 4 " G/ P /PE• (.TO. 4 4' LONG vY /TN "'ex)" GATE 4 i • ® 25' QC. I q 41•46/2 "EW APPROX. ye c m OF ! _ : 8 I B utt 04° pE °• N SCALE .40 S//OWN 0.eAWN e R6.FALK.kk 9//7/4/6 METRO NOTE: AL /MLNT• •GSTER GOLF Coc/RSE WORK 5 /TE LANOSCAR•NG To as Alss7bRED /N AC/ND • A h ENT - QRASS SEED • NAyr,MD - BARK DUST • O'Dea - CRl/SREG ROCK R!ENTON EFP ei Nr TRANSPER SYSTEM ET9 -30 LENT AWN& PRor CT /ON OCT \ . 1'7 1986 i ",','tdz t •I a. s II�IIIIIJIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII'\! I1!_I�I�111!!I1!II1_ _ 0 """INCH 1 7 3 ■ - 0€ 6Z 86 LZ 9Z SZ 1 7Z Z CZ) ZZ LZ [III1111 111111111 11111111 1111111111111111111111111111111111111111111 . 111111111 II111111 pp F i r q 3 •- "t" ? e �'r t. t r ./° a �'rt y1• w . ' . j:.. ` {i } w --- . i • t ,";, s ;' •�f` N 9"' i 7.'�d1 Td, {R;1• df _ t tit+. i f1• r : tl c r y f t +7 e t i' ''r S R . . S . <tZ4�n +,Il��ntn.a r73';+ { r,�`#S..; V,.1f .�:.:.� :... .' , . ....i .'..•. �. " .. , dF. .� �. ..; :._ ICI ICI 1 1 1 1 _ L11.[IIII _ I . IIIIIIII I IlJIIIIII II_ICIIiI! dill_ iil[ IIIIIIIIIIIIIIII IIIIiiiiiiI ` IIIII'I'lliiiiiiIIiII 5_ 6 _ . _..._. _7. --1. 8 9 10 11 "X INe"N" 12 IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS: NOTICE, IT IS--DUE TO THE SUALITY OF THE ORIGINAL DOCUMENT milt 1111 Iiii 1111 11111111 lilt llllE1Fiil 1171 -1 1 1111111 IIII irti IIII 11�1►111ll 6 8 L 9 9 h E Z L v 0 III 1 111111 IIII�III��IIIIIII�IIIIIIIIu, nI�IIII�LI�IIIILIIn JIIIIIIIIIIInIllllllll�l�I .i yn • SCALE • • ' /A's 5 ILSIMII0=11112%•1121. /0 , \). R MAL REVI3ION / Poor 94 5 .8-13 Awe. / 'er I/67e7 , k 2 ---- lop Yn- e_EEi 64. t RIP.RAP 'A ' , • • • • " • . x ' • t 7OP Sewc. egAdk Fri c.' • „ . lek.c.E1S 120,4c) • • , t 1:34.1E coue..s c• co . URS: ENGINE RS Engineering and Environmental sultents , :Seattle Washingien• /?/%817,0y x • .i • • , • • 0€ 6Z 86 L CZ' 'GZ • ' Sti " CZ 1" Za • tZ 1111111111111111i111111111111 • • • L 0 ti.)• Ns 51s7eWS, io;e6t/ / 4 :P1/ • , • 1..31 • • , [ IF. THIS MICROFILM ED poc UMENT IS LESS CLEAR' THAN THIS NOTICE, IT IS-DUE TO THE QUALITY ORIGINAL' DOCUMENT , 16. /7 ., • x I • '. X 1 9.46' . „. , .. .. _... ''' ' ' s' '.., ' ' V .__ .''' - '77 7----7.• • • — 7 -- -"-- , -- • - • • —.•• ',, \ : / :: . .' i • • '• • ' . „ .s:—.......— ....-;: . ( ....'''..',.._, . . t \ • c"' N , / • : t'.3 I s `■ • r Err. . innaitire: •.oin . • ....... ... , • , tXtt t. 24 aro ar. v te tomMITi.■41.10.111;17,11.alasslaltalnittftnall - r • 3 - _ T T TT.. 5 . 6 7 9 10 11 12 6, 0. I. 9 .... C C t 0 1 N • / , ; , c ) ;t -„ • •••\ • • t • Ili . ;13 • . • /I CP 75.77 \ • • • • i X 0.3I' . \ x 4,33 • • & Y. I` : ' . Ti../0/.0/1 • •••■,_ ••• • x ‘• r, ' • i4 i , *It ,t,•;;;t,t„1 t • 3, 3. 'V. •.■,"`'‘) 0 CI, \ \ n 4 • ' ' ck ID • . I II . • .■'"•• • tg, I • ' • I • ' t• ‘•` • - • . !.• ,-,••• • • • . • • • )..j4 • • • • • • t.,. •, • • II< • , (, .1 . 4 • - • , - 1 ' • . ' . V • • . .• 1 ..:"" . - .7 . • PRELiiViINAY FEEi 0 61985 URS COMPAN Municipality of-Mitropoliton'SioNle• E'N'T:9;N:;'EFFLUENT .TRANSFER SYSTEM.. • .ew • • 7 ■6 6 4 184 )( • 1 9. 4104%,,, — 1 A1044)74 , 4 5 q4Dy. ' to me NO. REVISION r34,1,s,-,N.Fty:344 a I t FIT"?' laMtig% ST • DATE mev URS. ENGINEERS Engineering and Environmental .Consultants Seattle, VI/milling ton tir9f4rtrA:114941:4111:F4 VrT,71`. I 'Pr .." •rd% : .r v p•'9 *.• 3, I " ' •", V• •••• Ei,4• •R'OPosetz) vsz ,f t r- . , ■ S 76 . /4-2/1/77 C /3/ 7 DEX7,52 Al SC,477Z. Gal le/O`? •-• DESIGNED en , PROJ. ENGR. DRAWN RV APPROVED SY. CHECKED BY. DATE: t , 12 „ 14.SE / / / / 99 //: t 14.99 (, Fbg 014141 • • •: • • • ,••• : • ,• •,••';:•••4: 4 • A ' SCALE . LL ' I'll I 0 10 7.111. 1 7 3 6 . 7 9 • 10 • 11 12 IF' THIS MICROFILMED DOCUMENT IS LESS \ CLEAR THAN THIS NOTICE, IT IS DUE TO THE UALITY OF ORIGINAL DOCUMENT - ? a 4 9 '• -9 v . v 0 .. o€: 6Z . L2 9Z SZ hi CZ / 111111111111111111111101111111111111111111111111111111111111IIIIIIIIII)IiIIRWIIIIIIIIIIIill IIII 1111 1111 1111111 iiii 116 f • 39 I 5 ,/ • ) / 1,91 'k .1,,,/ e/ / ,„. 1. 7- / ,, ' ''• -` _.._/;... It. A • • Is ,/ 19 3, • • 1. ' 11 ,„!••• • . • • •• •• / PRELiMFORY FEB 0 6 1985 RS`COIVIPANY 4 METRO Municipality of Metropolitan Seattle /0 RENTON EFFILUENT TRANSFER S YSTEM 5 ,4aas .z r> DATE ARMS. FILE: SHEET 2 of 2 A 17 . �1SGf�/Ce' G� _._:._...:' %G. - _;esl000 oE.N2k4os/ :_. _- _ -_ • : lococ/:_ _ • ":9G :_`: i�i56.0oCEitY- QRdtS /_:. . _ • yI • % s Id 10 110 Diltlt • -- •• -,-_ . i4A/AZ4 . .¢osE. t�' / /777//&y' - �, •-= // _ .. _. -:: 'G�l,EGsR , • :: Av r ec:w.e' : :... ',4 .4 ,7 /aE.L.4 /y1�S CB /SA.aPHO.S -' ' : :: _: - 729. - .PiRO te,.. 4H /it/ /.41:(/44 O.= - - :2 /ligy fa/Y.ete%O Y,4.r2/,c'T / Q4/.INT/T/_,0S .: v tie% r. y $. .be i■P.POI/.E.O ;M}_!:..f/k</.OJG ,r"G /4! ,4'? 7 / W/ca•e. 77f To%o,00..E1b fi F %// /✓rN. F'r�,c' S�1Gto fJ! 7;'<4v5 /T /clAi - i �'jfllltl ' voli■jx4s., iw 9G �a ..cue. c .v7 /./ / to _.GatN:'::Nt17T.�•c�. /•[ :;:._:. _ 47. :7 ,-. e9o!Vclpepat- .e .� . • STATE OF WASHINGTON REGIS' EREO - LANDSCAPE ANCNITEO • .... 4WC•INAW, WM ,wwl • '1: WILLIAM TEUFEL AND ASSOCIATES • LA DSCA *ARCHITECTS 761 BELLEVUE AVENUE EAST SEATTLE 1 WASHAIOTON. •„ . 324-7800_ • «.,.:.,,..ri.x,•nw - .rvi• •. *r-s ",t,�.W.'atse� a.....:: r nnc r. .rr:.:irr.,ttcwtrs� .._- rrraw.<n;..d:.�,.: -;.. .irftwn • �•ufma^usttnu a «rx. ti.. ... �.:, i'•,4 a. ..Q Ir' >, ,� ' . .fir ... .a <.. ,' .�n •'., „ :�.' ,..,�. ,. ,y. � .,.� � g , t, 1� � 'r .t ��' .. •. .... •_a:d.,,7 r�% v��- •�d�3s €asi:- �t": .+1�s�'+4t5GTG ° •. a .: .d ,f >a l�:'r ++'fit} 1M�.fi4.,. .d /.� ,d .. ,t m , u irr „fJl,+crli'm.Y,AS�,uA�>'1WGt� •'MIYA71"',�y�s`t es. -) I 1 1 1 1111 111111Y111111111.1. 1111. 1111.11 11111,111 11.16ildllUliii.I1j1LIIII IIIIIII IIIIIII 0 •'".INCH 1 2 3 .4 .. 5 6 7 5' _ 9 • 10 11 .......,. • 12 IF THS M IICROFILMED DOCUMENT�IS LESS.”, CLEAR THAN THIS NOTICE, IT IS DUE TO!' • OE 6Z Be cZ 9Z BZ Vi CZ: z 'Z THE UALITY OF THE ORIGINAL DOCUMENTI , 6 B a fl 9 o C z ' '" 0 ilil 1 61 i11 m mnlluninn I�I�u��� bi lli1 iu11 -1315 iui ralliilnnlnn ilii i11m 1 inulni�Indm111niI1n1iiiii1 11111 11t111u11111 111111I 11IIunIIIIIIuullnlInllluuIIUIIIIIIII11111111I1inlpll� ... A 1 11i111111 ,r. .•;y?•M.4!^^ •� rI. 'N r1l' ... . ...-_r 7-. -, {_ S m '1,R'r'S "M5'• /lam IP W,;• ,3 7 7 W I TFr., 7 57 • r • • moo^' � .�;.�- ..,. _�, . z ,,,� ; .> . :`.y�"� -. i 'v y , ' "� tti> r ' wr nY ��`� 4 . r .�. 1 �. '' f ,3 O t s .: -1 t� ! 'J415t _.5.440077/ . S / -'. 770.V ..857W.e.E Ag ' O "4//e vV'eay TEE" . /tec /F /BO ,R.p1.M,t;.Y.AM, on' ISOM r." _ xs l .7_GQ 21 m1 -p mcv A ;Sve, d+RAGIE 4 7r ,ar.ES$ W/n/ .__ - eQr 4E . . . A•N / Arc ; 5 5 / aEGT /Dk/ / /L��Ti`i /�C 21 N /2077b.41 of 4DeA/A/,7AE/vE B = ° •. • •: G..T / • o ....: A._. ._ : :. :.:: :% T, c // Grt e A/ of, or .1F7Aze.. G041,c31G7742/1 : :0.� T.AT.EL7. 647E 7'SC :._::.._`:.'_..::.::_� . -_.. nv,,e 723E' ! 4u"�yvrw4a.'.ww'lwl'`yk 5 7 / / . Y. 3P4: .: f�EJR'R//v6S7r✓� z '- -A/: - =bv37 , • e e(s7R /P._ c.�e/f}' __ :a- ,N/•577i '6. ✓�ATA?7F!E_..GO)!E/�,__ _ tu• �■ �� O Y minor •o r -- w,A�+►': _� � �! 17iiil�i6p1 - ...^. .IH� ■�Tl: 7�T: r�_III III ♦' f••• I e: t r - ..._/N.7.E�0,0 77DA -CS- • , e.1.i e 1 ..,4 •W.'ALM'%,.• �•? _f.e ?t,.l+I, x�. 1 .+� n L.i i; • i Nh'ri. d�`t __ _ 5/EGF /EG_ _St/a :�►¢4C1E 4 " %LG:.iNr�T.CJE/A -: F,QC:TCtT • 761 BELLEVUE 'AVENUE EAST SEATTLE, WASHINGTON 324 -780 •;- fir,.; 7. ,°,^7^n., "71 , 9#AFl, Gc�/i°AGT•o4t/ 0i° :_SrG'G/.%CO .7.E 7/G .t �6E��8 " ��6:� @3I�11IIIII69 E 5 :7 /e o_' a -1 S ,¢d AD5.' /�EieFd/CATEG oeA/ / ' /PE G / %a°� F/U-G ' •. _ (V_Aieees .._5GB ee-Am ¢f/ . w/A/. 7: •.4 . •.•A •■• 6GitJ/94GTEa" Ot- : . .5,4%e -a . ._ Ir. 0 .. ::. •�;eT f AT 4'-? TA /4. _..! T'1@O ✓ /AE 3 /4 4 / / /w/A4.1,5 0,42/./.517 E. G ,Goa.E - ..RQ..,!4..IW? ;i/. :P_,',/E'S. FdR.. Tf1. :1✓: uhbl -C1/./ : ____'.: •- '37/R' /P_ :EX /.3T/•t4S • TfFT /.VE.._:C4[f .: lG°. ✓.0.TE . sr�iFiAa 7 ¢// A06' PE@R9,eitTBO 'Dew/ S//%°E . .Q /% F�lL uWw. ww..rl}.wu\.,.n+• Uwnsvonnontnnn4Ang•Atn .4•04•14••• rwuW..NNtvnMa...a\www , aa..+..tu u.w.v\4�,. wLAAnw.., • A077L$4 :OF A! 7.a .,0/./ 4' . -_ .>.n,:tC•• 4.ti ,, . 1.3'rx . f,k « • t.: 1 " {a .. '' ft .. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1III1lll11111111 .111 111 IIIIIIIIIiI� iiiiII.II11111 ��I1III.IIII1IIIIIIJIIIIIII�ll IPIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilif l 0 • *�• �•' 1 2 3 4_ _ 5 5. 7 \ _. -._ 5 9 10 11 •-' -° b b 12 IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO�'. • Os 7 ee if 9z 9z o zz Iz OTHE QQUALITYT OF THE ORIGINAL DOCUMENT k a e t 9 S a C z I r r, p II I I Ili 1.011 I h uI I dm I u hl I Cz; I 1 1i ru I iTiii L j111uu IIIIIImilliillnIO1 1111:0 lill111.1 1511 l ii115llly 11111iiulwdlm11111 �u I IIl111111 gldnuluu111111ui111111 i 1111l1lm6ull _ I I,II .IIII.IlII..UI 1.l .J J 111 11 l 1. 1.1... U.1,. ��r�r < 1 I� l rnp - , : ti G .. "vc ' %fH.c'rer C1Bl SPEe/F /.5FZ) 77`•E 7"4:J0 /,6 • 4' /4O.s# i'3.epacA7eo A P /PE w //G>fA6h/o.A4.4CO /A/ 9,�N/N/N.C16 A'a.4- lAVEG Iq 6 21 iays i 9 18 .4M01kt}'.cI b% T{ N^Mva*. ukt1t% 4,t4 WILLIAM TEUFEL AND ASSOCIATES • LANDSCAPE ARCHITECTS: 5 ,Ec 5 770/V _. fin / T ./ 57 /C AlKS _ 2" N/ASYWSa •GGAR: .4u /Jew -3;4.A/4 /7.A /A/ .. ,ETA /L :...._ . . /4'7 b VA7. W5 /N•o /GATE.O aA/ LASV7 PLAN ce/l.sET _ no es.+. P. Y.. Z. Nfi7Ll L •:/'n41Y[::yi::'.c.:srtn+..,�..- STATE OF WASHI• UFUN REUIS7 EHEU L6NOSCAVE ARCHITECT 4II.4 ICU OERTIFICATE No. 41 h�l ‘Ks-o -SrhP :'.... - :CWtCKIIOTG i owER9t/�:s 2 It i — = 78�eJGA— !/i7res!�2oPS<Y_yt�4 - - - /o6 .. /G:41 6 g� -........ _ .... f: l am � _ "1 _�i� � _ I` ;_?,= : :.' —+ ;�' 1a- (I �- .t i +•``� , • • •`\ •` • \ \ \ ,\ • \\ J _T. ZG4 /AM___:'..: 722././. oZ__A /0._ _. F_. 54G_%f'4T, .S__- - -___- . /a C P "_'_Ait/,D - - G GF- C4_[leSE -ARGHI.Te. c , -- - 78 - - -- - - 57wre,.-il'L� ._ / c' , � - A/ E ::: f. :7427 - , 4v 5 fit _ - - 7_'oN_ : ^ B Bla _� -- - - 9 o/ /_. . .. .8. . lo. 1 .._ . .:... _; . ( — IIII�IIIIIIIIIIII111�IIIIIIII111I111�11I I111I111I111I111I111I111IIIIIIIIIIII�IIIIIII�Ij11a1. �IIIII. II�I�1I111�III�III�IIII�I��JIIlU�111. llllllll�lll�lllllllllllll�l�lllllll�ll IIIIII11111 /IIIII p 1•114 INCH 1 2 3 4 . 4 5 6 _ 7 8 9 10 1 12 \ THIS MICROFILMED DOCUMENT — IS LESS ;JCLEAR THAN THIS NOTICE, IT IS DUE TO 1 oe 7 e cz sz sz nz ez ; ' zz m OTHE UALITY OF THE ORIGINAL _ DOCUMENT a e a 9 s n e z I �. p I III I I II I I III I III II II I VIII IIII 1 1111 III III II 11 IIII IIII II I�IIIIiIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIII IIII�)iiil( IFFII II(I�IIIIIIII111111IIIIII III VIII II VIII II IIIIIIIIII11111 1I1m11111111111111111111IIIII1,III ,11 . : t <. Y� x rr f 'CK 4, R3‘, l . • .43 • r •`"' <• 111QY PUBLIC WORKS OLIR' ) i • r U- O IL O= R =I T =13 E I, CALLN SLOPE 0 DRAIN x 19.17 AIL 12'57 73.09 SEE NOTES SHEET 3OF4 N 177 352.93 ` j' 0 E ,648,953.22 L ??� \ / , 7.7E FEA ,THE TO 6:L ,7 i P.T. 15 + 3J BEGIN '1 T=28.4 =55.1 PROPOSED BRIDGE BEGIN B SLAB x n.ha 5 P. - C. 12 +85. �.,.. FE • HER INT 1ST 'CON • ;S. SLOP 0 : N . 177,541.19 \ E I, 647, 990.06 .15 +77. • 0 APPROACH S A . - - BEGIN GUARDR A =66 ° .•' NEW 6" IRRIGATION LINE ACROSS NEW BRIDGE. VALVING BTIE-IN TO EXI SYSTEM TO CONFO 14 +8 .3 N WOOD GUAR SECOND STAGE FENCE. • INSTALL AFTER BRIDGE & ACCESS ROAD -ARE COMPLETED RAMP ROAD 96) N 177 870 ED .s. E MAI P.T. 10 +04.12 X 15.22 HEN 1�9 X 15..T P.C. 8+69.12 X 14.1 X 15.15 N 84° 36' W x 19.8 X 19..0 x 20.55 LAND CS A` NOTE FINISH GRA'' ING LA • SCAPII)IG TO'BE PERFORMED ON CO LETION OF CONSTRUCT! S WILL C NF'ORM TO•' ''•' INTERAGENC) QGREEM T'SETV1 IN METRO AND TH CITY OF TUKWILA. I ; �� - x r,. x 20.•1 P.C. 5 +48.92 •.a N 177 414.00 E I, b48, 606.62' ' Ile 572196' q� :'. 48.62' = 97.00' , ,R• 79 h. ...,7„3 1 1 1 • x� x- / x 2 • �y 223.60' _ x " ' 7 � ' SEU� �' �` x VINMPRIL "1 =�d � ROAD � `r _ � a lla '■ = i ` r .r � rl ������ � ' [ION � 1t 07.19 f") A X. LSCAT,ION OF A PORTI Il O� \ t�\ OF T E ERI� T ARRIGAtION SYST ( )ALL FACILITIES WITHIN WORK AREA �Y>jILL BE I, CATS -D AND PLUGGEb •`, •I Of TO EXCAVATING. 10' HIGH, I "SQ. WIRE MESH FENCE. TO BE REMOVED WHEN x� - CONSTRUCTION IS COMPLETED N74° 54' W x 199.21' 5/•6£ LINE SCALE 1 = 50' CONTRACT NUMBER 21• X -X X x ,y•hf 96" DIA. FORCE MAIN 27..9 01.90 x ?et ;'1. DATE 'JULY ,1985 l R E V I S I O N NO 1 DENSE TREES P I N 177 446.00 E 1,648,268.10 A =13 °30' R = 572.96' T = 67.81' L =135.00' C J_ DENBE t�R FS -- ,.,,1 ? LEA �- Seattle, Washington `-� .{ 5 f 9 URS EN ER GINES Engineering and nvironmental Consultants o N N D U W A M is H RIVER DESIGNED BY: RNP DRAWN BY: BM CHECKED BY 1E.. :J PROJ. ENOR. APPROVED BY: DATE' 0 =17 R = 572.96 T = 86.14 L = 170.10' P.C.I +79.21 '- . . _ chr ,v �,•..;. ;. Aft IIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIJII _IJjf1.1111(III.I.I.IIILILILI1f IIIIIIII IIIIJI IIIIII111111. IIIIIIIIIIIIIIIIiiiIIIIIIIIIII111111III1IIIIIIII 2 3 4. 5 6 _ 7 .1 8 9 10 11 444,_4..- 12 IF THIS MICROFILMED DOCUMENT I S LESS 1 , CLEAR THAN THIS NOTICE, IT IS DUE TO oc 6Z 8e LZ 9Z CZ hi CC: ' ZZ l2 C � THE UALITY OF THE ORIGINAL DOCUMENT , IIII�IfIJIILIf 11111 I 11 II I IIIII 1111 11 II I I IIII I II 1 I IIII IIII IIIIII111IIIIIIIIIIIII1�1IIIIIIII lliii111115,11I,�II�III JIIIIIII I IIITyIt IiIIIIIionlII f III�III IIIIIIIIIIII filiIIIIII 11111,II III�IIIIIII hifiIIIII�IIIII 1 1 ii 9 Rf�^S^ .. .l Y' '77i,',: .P� i J!! ";" 1^'' 'r� .. t B 8 L 9 S V C Z 1 0 " TRAN TO EXIS BANK N 57° 48' W 179.21' AREA TO BE �S DS TURN AROUND A T R - - CONSTRUCTION E 2 OF 2 t .A Dz%,CR0SSIN,e a A •� ' S `$ ALI MENT ' eR D= AIL'• \ PRELIMINARY , JUL 30 1965 URS COMPANY -oa S METRO Municipality of Metropolitan Seattle RENTON EFFLUENT TRANSFER SYSTEM TUKWILA SHORELINE SUBSTANTIAL DEVELOPEMENT PERMIT ARMS: FILE: DRAWING NUMBER Y It.0 SHEET I OF 4 ER UN C OA N N 178 01 ' HIGH, I" H FE E 1,647,4847; 0 EXIST. APPROX. LOCATION OF ORTION OF IRRIGATION SYSTE ALL FACILITIES WITHIN RK ARE WILL BE LOCATED AND PLUGGE OFF PRIOR TO EXCAVATING. ' R�IL 4' RELOCA EXIS + COM STATIO — 1i178l 2.90 1 • 4 1 Ei IA47,8O3.5 I Al85. . \ Rr75.00 ■ 69.09 I , \ _ �,. RE BURRIED irO ..� AS lll111!!!l��hhhhii'D. OVIDE P • + y � SUNDER SEW CESS 4. !roe �. 10' HIGH, I "SQ. WIRE MESH FENCE TO BE • STRUCTION IS, C • ' PLETE 21+02.95 FEATHE - ONTOURS. 10:1 P.T. 21 +76.91 96 "DIA. FORCE . , r,• .l 1 046 24 • . 17+84.5 • � ' �, M +,l�1)Jij E XIST. PE DE • / 1a Pi " - - , BR IDGE 1 k I trey Ply /POSE , 4111167 5r ll�� j a � .. , iiii •�. , PROVI `h . 978.69 E 1,647,692.00 R I' TIE INTO EXIST. RIP -RAP P.T. 1 +85.35 CTION TO EXI MP DURING / CTION CONTRACT WNW R E V I S I O N tY .._. ------ , INTFRURBAN AVE: SOUTH ------- O 1 " n URS Engineering Iwironmsrttal Seattle, Washington ATHER- INTO EXIST. ONTOURS. MIN.'SIDE OPE6:1 / e + ti OS 6Z Be LZ 9Z SZ 7Z CZ: logl 1.u�iii�l J1�rall�I -!In �u��i�lnli� ii��1 �!!iJl s a „ iS .Y C - - -_. • - - -. .w / E MAIN MISSED SY: RNP DRAMS IES BM CHECKED SY: PPAJ. EMYII. APPROVED w: DATE: TOP SOIL. FEATHER INTO EXIST. CONTOURS. MIN.SIDE SLOPE AROUND GREENS 10:1 (TYP.) LANDSCAPING TO CONFORM TO GOLF COURSE MASTER PLAN EXIST. GRADE 6 1 GRANULAR LEVELING COURSE 6 "GRANULAR BASE COURSE BEGIN RIP-RAP SECTION AHEAD :y Tip 6:;4 iNiiV 4 11'1 . . dati :Y l hw+w rtle�in+y �i'6�3,'s \n1.d.n n..lcl'C SFi:tlli • r ` '�:', � 11�IIII iL 'Y' ... .�'.+�kti.: iiIIIIIIIIIII III IIIIIIIIIIIII ILIA IIIIIIIIIIIIIIII1 1 !( ! 11.111 .111111111U111i�111111fI111III! ! I�111111 111111i1111111i11 111111111111111�1111l1111111111111111 0 M*. IMCM 1 3 4 5 6 7 . x_ B 9 10 11 " u + 12 \l IFMTHIS MICROFILMED DOCUMENT IS LESS \ • CLEAR THAN THIS NOTICE, IT IS DUE TO aE IZ ' OTHE UALITY OF THE ORIGINAL DOCUMENT,. 6 9 L 9S a C z I �� O iiijl r ,0, ^ r ra5 51.w iriiivnlnulnnlmilnii i I i Si i i li a l limii u d i mi ..., nr' ,,, , ,,'...T!S � '.. T'; ><..s.. � , ,.. :.,;r.+t....... _ .. CLASS B OR BETTER PIT RUN GRAVEL I- -_.•.tom.— ,- "'-..._.,..=__.... _._ ,:.r:es.,:- ��-.- __...._ . .. . M:�t^^.n..,:..., �k ACCESS ROAD 7.0'__7.0' 6 "GRANULAR LEVELING COURSE. 6 "MIN. GRANULAR BASE COURSE. BASE COURSE TO EXTEND TO PRE- PARED SUB -BASE WHEN EMBANK- ACCESS ROAD MENT HEIGHT IS LESS THAN 1.5 SECTION A SCALE:I "= 10' Q. AC ROAD ,7.0'H 7.0 6.0' 6.0' I 2' REPLACE EXIST. RIP -RAP INV. -16.99 1-2' 2 -1.7 SQ.FT. DECK INLETS FOR DRAINAGE TO RIP -RAP SCALE „ PLAN: I = 50 SECTIONS:AS NOTED VERT. I " =10' HORIZ. I " =20' REPLACE EXIST. RIP -RAP ACCESS ROAD SECTION B SCALE : I '= 10' RIP -RAP • "\ I EXIST. GRADE RIP-RAP S = 0.0010 96 "P.C.C.P. FORCE MAIN RIVER CROSSING SECTION C VERT. I IO'� HORIZ. I = 20' GRADE BRIDGE CROSSING SECTION D MAX. SIDE SLOPE FOR NON PLAY AREAS 2:1 (TYP.) WOODEN GUARD RAIL. EXTEND 2' ABOVE AND 2' BELOW FINISHED GRADE. SEE PLAN FOR LIMITS SELECT EMBANKMENT MATERIAL. COMPACT TO 90% DENSITY 2 EXIST. GRADE INV. - 17.13\ ACCESS. MANHOLE EXIST. GRADE no 2'APPROX. THICKNESS OF PIPE WALL a CONC. ENCASEMENT. 2 -1.7 SQ.FT. DECK INLETS FOR DRAINAGE TO RIP -RAP PRELIMINARY JUL 3 T 185 URS COMPANY Yr1F 85- as -snkP 4P METRO Municipality of Metropolitan S.a11Ia RENTON EFFLUENT TRANSFER SYSTEM TUKWILA SHORELINE SUBSTANTIAL DEVELOPEMENT PERMIT EXIST. GRADE DATE: JULY,1985 ARM: PILL: SHEET 2 EL. 20.0' DRA1 -Mel !EMU r NO. R E V I S I O N Auk gP. (TYP.) G "414A14UL,AK LEVi±UN4 6011056 . b "MhV. 4RAMILAR. A S �0 ( TIN T BY DATE -I- -F- �40 20 EL. 23 .0 LEFT' SANK O 4RANULAK fi URS ENGINEERS Engineering and nvironmental Consultants Seattle, Washington NOT" : R /*HT - LEFT bANK 0157egm/Nel, A5 LAOK//I DOWN- STREAM 2' /ml, pp-MP To Meer KING c. aNTY REQQU/RBA GMp4naN : 2E- 500* 75% & AiEat- T/IAN 150# 50% 6 Zoo 3o % 4RF.ATSR -THAN 25O 10% LESS THAN 25* OW.) -r- ZO a=: E6. =5.0 (0 STA. 14. 0 DESIGNED BY: DRAWN BY C#.J.?M CHECKED BY: Ito PROJ. ENGR. APPROVED BY: DATE: /40 SCALE NAQI2. 1 " =IO' v % 1" =10/ CONTRACT NUMBER R/GHT BANK /GO + 20 - 1-40 + 0 (- /o) +10 + —I- - (-10) + z0 + /a + 0 +2 +10 � --�-- (- /o) Aee.x FoR FIbf6R /6s lM,flTAT To /3E PLAGE12 APPRowhuTELY EVER' x� 9/x6 To BE C/9DNG TRE65 TO /36 pRGTSCT6O 7aTI, Move/MUM toers.vr 1 PRELIMINARY JUL 30 1985 URS COMPANY m - oa -SrAP 4* METRO Municipality of Metropolitan Seattle RENTON EFFLUENT TRANSFER SYSTEM TUKW/LA SNORBLINe. L.FT BANK PROTECT/ON GROSS 5EGT1oN5 DATE` JULY, 14eg ARMS: FILE: DRAWING NUMBER SHEET 3 OF 4' SR no iili1ili1ili1} li1ilililililiIIIIIIIiiiiiiijililiIIITIiIijililiIiiililiIiijijiIiji . Ililllu IIR11111101lll lil! 11! l�! !I.il!li�llilililippliiiIIIili� pliIIIIIililiiilililiiilililil ,.,..... 1 3 .4 . . '.r....: 5 ' 6 7 8 9 10 11 ..........., 12 OF THIS MICROFILMED DOCUMENT IS LESS 1 CLEAR THAN THIS NOTICE, IT IS DUE TO IZ QTHE UALITY OF THE ORIGINAL DOCUMENT a D L l i i i li i 111401 gill n 1151mdii5151 iii Elm�iiiilinll%I iliiR i T li 111111 *i I1 ill n 0€ 6Z 9L LZ 9Z 11.I 10 I 1111 9Z PZ CZ; EC • 9 S V e Z I m40 IImdmiIunlnu mdniiIuulniiIiiiiliiuInnliiiiI OHW= --L 2' I MIN. 80 2'MIN. .I 1 80 60 40 7' 7 f 'MIN. 60 40 NOTE t 1, *fATION 0 +0o of GKOSS 95EafloNh IhTH6 c6.•T612. of ?HE 9fo" FORIG6MAIN • 2. 5U K4t6 WA I EA M A HACT 6 EN TI *TA cowoY PARD 6. 66S h{ATION D +OO FOR - TYPICAL hEOTIoN P6iAIL5. 3, MINIMUM SLOPE.. -fo SE. 1 To 1 . 4. RUCK fop- PI4H62.I 14A6IrAT'fo 66 YLACED APPROXIMATEL.( EwERY 1 00 PELT. 51ZE1.9 B6 4'.c1')(4 5. isrikla 1Z6.65 To 13£ PRo1EGt6D To MAXIMUM P.X 1• 11 PObSIDL$. 20 5.1...Z1 .0 20 0 0 — 20 STA. 6 +00 —10 —0 2'.MffJ: 100 80 OHW= 60 80 OHW air-(WlOM6ST KI■CT WUNIY t mUIR6D 4rA vATI0 - 50o 75% GREArri-IMpt.1 I5o* 59% GREATEK'TNAN 20 10% 1. N 2 250# 60 60 0HW= .' 2'MIN. I I 80 60 1 'M Inl , —040#11.11.01L LIVISLIN4r • Cau� G. MI fMYM L cA4.. 6 Ra . 4fc.TIOW ) 40 40 20 A GGNiYf 1490.p 1 / EL.ZI.9 — 20 20 40 20 STA. 0 +00 STA. 1 +00 STA. 3 +00 — IO Aa. Raw 9' . EL.2f.0 STA. 4+00 0 0 0 PRELIMINARY JUL 30 1965 URS OOMPANY I 0 ►mF '65 -oa —snip• 0 — — 20 — 1 — 20 — 10 — 0 — 0 — 20 — 10 — 0 NO. R E V I S I O N BY DATE URS ENGINEERS Engineering and Environmental Consultants Seattle, Washington DESIGNED BY: RNP DRAWN BY BM CHECKED BY: PROJ. ENOR. APPROVED BY: DATE: SCALE VERT. I " =10' HORIZ. I "= 10' CONTRACT NUMBER sit METRO Municipality of Metropolitan Seattle RENTON EFFLUENT TRANSFER SYSTEM BANK EROSION PROTECTION RIGHT BANK CROSS SECTIONS DATEC JULY, 1985 ARMS: PILE: DRAW ING NUMBER SHEET 4 Of 4 IIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111IlIlIIIII� 1UIl.(IIII.I.IIILI.LI.LI111.I1( III( I_ IIJIIJIIIIIIIIII. IIIIIIIIIIIIIIIIIIlIlI1III111I1IlIIIIIIIIIIIIIIIIIIIIIII 0 1 9 3 4 ... 5 5. 7 ,.8 9 • 10 11 uoeN. o 12 I F THIS MICROFILMED DOCUM IS SS r C LEAR THAN THIS NOTICE I IS DUE LE TO OE Bz Ge LC ez sz oz ez; ' zz Iz ; THE UALI O THE ORIGINAL DOCUMENT a e c 9 C , C I I z I +p �II)11 ilpl !! III Iu1 I h I 1111 1111 - 1 I IIII 1 I III IIII II I IIIIIIIIIIIII I III i Ilhiu i u l liT 11 1111 111111111 u I nullulhulluuhnlllnduullnduulnnllulllmhull . t , � F't '7, ��W i 1'(� "R.'�y, ( :.^•`f e'.nW ' n. 41 � Ii� � }i ` t �: ' , � . � . fE{ ,'•F�It �i ��S.M��! : 4 . A �i�., 1 SR 750 k •, • 14.1.7 DATE: S METRO Municl•allty of Metro. •itan Seattle RENTON EFFLUENT TRANSFER SYSTEM GRADE CROSSING a ACCESS ROAD ALIGNMENT FILE: DRAINING NURSER SHEET I 2 NO REVISION 111 DESIGNED BY: DRAWN BY: M. CHECKED BY: DATE: MAY 1985 URSENG an d nvironmental consultants Seattle, Washington .. .. .. . . . . . .... , i :A,;7:444 " '''' . ., ,.. 4-, : ,f ., ,,, ,.. ; ,., , ;;,,,,o,..:"..! ;N V4:",iitat A . :;.. 4., ripopp_ppluiptilltatippititurailiCiliqumilitimkomilipillifilliiiiiiiitrioliiiiiiiipiiiiiiiwilill • 7 3 . 4 ... 5 6 7 , ...\ , 8... 9 10 11 ■".......... 12 Y '331 33 ' \. THE QUALITY OF THE ORIuItALDOCUMENTI. 8 6 4 j1 0€ 63 Be 43 , .4' f, .7 = • 1, , , ' III I I I A v C31 0 i ., • REVISION 0€ 6Z B LZ 9Z SE I� _ F,� N 177,327.00 " - E'648,929.06 A =I7 °06' J R = 572.1,6' T86.14 L =170.10' a � '` R = Q:QO� 2 :±:;::1:i: — L s 0.22 ,.� ._. - _ _ - - - -� - � yam' S " r J J J J y �� J — 411 750 IMMO- DESIGNED BY: DRAWN SY: t3.M • mom SY: APPROVED SY: DATE: }. 'ti",�I: ..,„�,i `±f w.. , +. %. %,:,t.,•. A)y,. ,•I a.. z :, k.t .�:} 1 G , , III IIIIIIII IIII1111111IIIII III IIIIIIII IIII IIIIIIIIIII11 .1 1 -IM1111 X11 1 IIIIIIIIIIIIIIII 0 „T.IN. 1 7 3 4. ... 5 S 6 7. 8, 9 • 10 11 . ■.:w^ 12 \ IF THIS \ DOCUMENT IS L ESS I I CLEAR THAN THIS NOTICE, IT IS DUE TO ' .1 eE ZZ tZ ■ OTHE UALITY OF THE ORIGINAL _DOCUMENT �, ° B L 9 111 44 l IIIIil llll PUllI H g IIIIII lI 1111.1 iin j l�lll1 1ll II I ll I I I Ilullll n r `7 ,„, ,, . 5 "�+7": m J l m n} Y? . St •�t� O .011111h III Him IIIIIIIIIII Oki* III SCALE • I ". 50' CONTRACT NIROER J : • N 177,185. E 1, 649, 153 .60 59° �i ELtMINARY = 158. T = 90.3.9' 3 0 1°85 L = = 1 9 6 0 4 .3 . 9' 164. URS COMPANY 40 METRO Municipality of Metropolitan Seattle RENTON EFFLUENT TRANS FE R 8 YSTEM GRADE CROSSING 8a ACCESS ROAD ALIGNMENT P.I. DATE: MAY, 1985 ARIA FILE: COMM NUMBER r PINS # 4e9 b e- 4 #6EF • 41141116 ,t mss. t'r r ;'•.., i.: EL.21.50 • 2'-6' (TYP) THE BOTTOM OF THE DRILL 8 ELEVATIONS SHOWN ARE APPROXIMATE. EACH SHAFT SHALL BE CAST TO A DEPTH SUFFICIENT TO DEVELOP A MINIMUM LOAD BEARING CAPACITY OF 180 TONS. 12'-0 5'- N2182 SECTION(TYP) SCALE I/2 "• 1'-0" 4 #9 # 6e I2EF EXTEND ALL COLUMN REINFORCEMENT TO 3-6' EXISTING GRADE .174.- EL. 0.0 PIER NO. I EL. 5.0 PIER NO. 2 CURB SEE DECK REINFORCEMENT SEE DWG No 314 PINS *.4e9 1/2" SPIRAL TIE EL-50.0 PIER N01 2 I/2" PITCH (TYP.) EL -45.0 PIER NO.2 4 #9 (TYP.) oe aZ I' B6 LZ 1111111 1I1111111 ll11 W 0 G oc 0 * I2EF PIER N2 182 SECTION (TYP) SCALE I/2" = I ' -A" PIER N2182 SECTION(TYP) SCALE 1/2 "" I'-0" 3'CLR 20#11 2#4 STAGGERED (Ii'12' VERTICAL INTERVALS (ABOVE'GROUND ONLY) W a ' k , : e• .fLT•tMH,v, :... . II�III�II111I1IIII�III�III�II1�111�111111111111111�11111111111�II11111�1�1�111111111 I�f 1.1J.I.II. IIII. I .IIIII.Illl�lllll_II�III_I�Illf IIIIIIIII.I.IIIII 0 1 2 3 4_ _ . _ __ 7 . 1..._._. J � IF THIS MICROFILMED DOC IS LE SSi � C L EAR THAN THIS NOT ICE, IT I S D UE TO ', IIII I III 1 zz z dddddd OF llllllllllIili�llll6IlIl THE ORIGINAL DOCUMENT 9Z 9Z ryz ez II I I }— III Ii11 T1111 HE II UALIT Y _ l _. e 1 111 IIIIII II, I ii I Ilu IIII 1111 II1IIIIIIIIII_ _uh i llllilhuIiliiidiIII Ii1111 1 I JIIIj IIIllll ' # 9 THROUGH HOLE IN GIRDER (TYR) PIER REINFORCEMENT FROM GIRDER (TYP.) # 5E6'6 TOP #686 4E642 TOP #4e12 BOTTOM DETAIL (TYP) SCALE I "■ I'-0" • 10" # 5e6 BOTTOM CURB REINFORCEMENT - rr'rr1, -. IIIIII�IIIIII'It1111111'IIIIIl IIII'1'II III)'1'1'I 9 10 11 W "•-- 12 L 9 S 7 E l "" ee 11)�ullluullnll�Illllu I1�InII�IeIII�IIIlupllJl�Inllll�pl I. 7 #6 !CALL AS SHOWN C fl*MT dunce W /F 14 - e5 ETS-3B SECTION 4k4k3/16" SCALE I/2" = I'- 0" INTERMEDIATE DIAPHRAGM (TYP) 2# 6EF TYP. RAILING SEE # 9 THROUGH HOLE IN GIRDER 31/2 31/2"x 3/16" x I' - 0" TYP. RAILING CONNECTION BRIDGE DECK END iD I /2" 3/18 NOTE: I. ALL RAILING COMPONENTS SHALL BE FABRICATED IN SHOP AND GALVANIZED IN B' -0" NOMINAL. SECTIONS. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 3. ALL RAILINGS SHALL BE ASTM A 500 RAILING DETAIL (TYP) SCALE I. t' O" - 4.^m,am.4. rtitoc►.s. ai4s0i.'•dl :.... r✓ irtt;r. Wlvv,' a" c....::...... ...•, ;:" .• me g5 --oa-srni ■ EETRO Munici • olit of Metro • Won SwlWI RENTON EFFLUENT TRANS.FE R SYSTEM PIER AND DECK DETAILS 'FOSTER' GOLF LINKS BRIDGE 4'x 4'x3/16' STEEL TUBE TYP. BOTH RAILS POSTS • 4' -0" CTRS. MAX. I" BASEPLATE (ZINC COATF�D) 3/8 "x x8 4-1/2' 0 SWEDGED ANCHOR BOLTS EMBEDDED A MIN. OF 9" INTO CONCRETE 0 EACH POST. WATIONeiti,‘ 1 Mr1 Ma WWII I linua ell eur iv IIMI " 111111111., • nivrim.1.14*F _ r PINS # 4e9 b e- 4 #6EF • 41141116 ,t mss. t'r r ;'•.., i.: EL.21.50 • 2'-6' (TYP) THE BOTTOM OF THE DRILL 8 ELEVATIONS SHOWN ARE APPROXIMATE. EACH SHAFT SHALL BE CAST TO A DEPTH SUFFICIENT TO DEVELOP A MINIMUM LOAD BEARING CAPACITY OF 180 TONS. 12'-0 5'- N2182 SECTION(TYP) SCALE I/2 "• 1'-0" 4 #9 # 6e I2EF EXTEND ALL COLUMN REINFORCEMENT TO 3-6' EXISTING GRADE .174.- EL. 0.0 PIER NO. I EL. 5.0 PIER NO. 2 CURB SEE DECK REINFORCEMENT SEE DWG No 314 PINS *.4e9 1/2" SPIRAL TIE EL-50.0 PIER N01 2 I/2" PITCH (TYP.) EL -45.0 PIER NO.2 4 #9 (TYP.) oe aZ I' B6 LZ 1111111 1I1111111 ll11 W 0 G oc 0 * I2EF PIER N2 182 SECTION (TYP) SCALE I/2" = I ' -A" PIER N2182 SECTION(TYP) SCALE 1/2 "" I'-0" 3'CLR 20#11 2#4 STAGGERED (Ii'12' VERTICAL INTERVALS (ABOVE'GROUND ONLY) W a ' k , : e• .fLT•tMH,v, :... . II�III�II111I1IIII�III�III�II1�111�111111111111111�11111111111�II11111�1�1�111111111 I�f 1.1J.I.II. IIII. I .IIIII.Illl�lllll_II�III_I�Illf IIIIIIIII.I.IIIII 0 1 2 3 4_ _ . _ __ 7 . 1..._._. J � IF THIS MICROFILMED DOC IS LE SSi � C L EAR THAN THIS NOT ICE, IT I S D UE TO ', IIII I III 1 zz z dddddd OF llllllllllIili�llll6IlIl THE ORIGINAL DOCUMENT 9Z 9Z ryz ez II I I }— III Ii11 T1111 HE II UALIT Y _ l _. e 1 111 IIIIII II, I ii I Ilu IIII 1111 II1IIIIIIIIII_ _uh i llllilhuIiliiidiIII Ii1111 1 I JIIIj IIIllll ' # 9 THROUGH HOLE IN GIRDER (TYR) PIER REINFORCEMENT FROM GIRDER (TYP.) # 5E6'6 TOP #686 4E642 TOP #4e12 BOTTOM DETAIL (TYP) SCALE I "■ I'-0" • 10" # 5e6 BOTTOM CURB REINFORCEMENT - rr'rr1, -. IIIIII�IIIIII'It1111111'IIIIIl IIII'1'II III)'1'1'I 9 10 11 W "•-- 12 L 9 S 7 E l "" ee 11)�ullluullnll�Illllu I1�InII�IeIII�IIIlupllJl�Inllll�pl I. 7 #6 !CALL AS SHOWN C fl*MT dunce W /F 14 - e5 ETS-3B SECTION 4k4k3/16" SCALE I/2" = I'- 0" INTERMEDIATE DIAPHRAGM (TYP) 2# 6EF TYP. RAILING SEE # 9 THROUGH HOLE IN GIRDER 31/2 31/2"x 3/16" x I' - 0" TYP. RAILING CONNECTION BRIDGE DECK END iD I /2" 3/18 NOTE: I. ALL RAILING COMPONENTS SHALL BE FABRICATED IN SHOP AND GALVANIZED IN B' -0" NOMINAL. SECTIONS. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 3. ALL RAILINGS SHALL BE ASTM A 500 RAILING DETAIL (TYP) SCALE I. t' O" - 4.^m,am.4. rtitoc►.s. ai4s0i.'•dl :.... r✓ irtt;r. Wlvv,' a" c....::...... ...•, ;:" .• me g5 --oa-srni ■ EETRO Munici • olit of Metro • Won SwlWI RENTON EFFLUENT TRANS.FE R SYSTEM PIER AND DECK DETAILS 'FOSTER' GOLF LINKS BRIDGE 4'x 4'x3/16' STEEL TUBE TYP. BOTH RAILS POSTS • 4' -0" CTRS. MAX. I" BASEPLATE (ZINC COATF�D) 3/8 "x x8 4-1/2' 0 SWEDGED ANCHOR BOLTS EMBEDDED A MIN. OF 9" INTO CONCRETE 0 EACH POST. WATIONeiti,‘ 1 • END CONTRACT ETS -3D STA.69+00 20 10 MSI= —10 nif '.1." '1 • --,•• • •"*, • - • ;; • • . - 0 ......... • MH #1 INV. IN= 7.76 INV. OUT = 7.66 REVISION — 69+00 68 + 00 — 18".s 2° 33,314" R = 5792.08' 414 •1 T =129.40' L = 258.75' BY S. 'N 178,863.50 p E 1,616,062.65 • ' ) ie : w DATE tS N 178. .5 ;.A;(11.111.11111110.\„<: • E 1,645.,99.17 0 0 r cn PRO 1LE ::: 67+00 66 +00 ......... ........ 24x *.r-itrcb:afriJfE0112W 1,14,4x &,, . .Qt.gorrr.,;;: • . , • . .' ••',-• • ' • • • . % • .4'11/4."7.."- . '.... . MY" •••• W - p• •--)_ -- — - --••••• -- • - . - --cr..P.......,,,.....„..„,„,..._ • • • ,' • - - • i' , ' -:',•.1.• ..• ....:•i.24.,..„•• ..,::..,,....... ,;,: : ....,..:i- .•:.:•.;, .... - • . .• '• •': -,.''.:,........ '.*:••:••., Tfp : :AVE: : •.S ::,...,........::... . ..,...' , ..I.p.••...g, ,, ,::, , ..‘, - ... ,, ,.. , .: , :i. , ?,.. , .i„ .. . -,, -.,•ts's.,'' .4 ,, .... s ..ii.„•-e.,1,- . 4 1 ,1 4 -mersita• ir _. • .......„...... . . • e .,.;. ,...- . ,:t. 1....-..-...„. . ,,,, --• .....,,: _ • ., ..,., _ .... .,,, .... • ....... Is" s INV. IN = 8.54 INV. OUT = 8.44 • --- • z • ; ... ....... ........ Writ 2 ........ 65+00 64+00 URS EtIGINERS Engineering and nvironmental ultants Seattle, Washington — 22.5' p+4 9 ........ • • • • • ........ IN ERUI:28 AVE. S ................ ......... ......... 20 0 MSL ......... ......... C_ .41-1 C) ."' . -- . - -.- ,., INTERU AVE. •S ........ .!N utol • Systems Architect* Engineers Incorporated,.P.S. S.attl. Anchor's. Richmond Austin ........ ........ R/W.. 40 MH #4 INV. .0± INV 9,0 N178 408.93 E 1,646,483.70 962-P-C.CP--FOR.CE_MAIN 36" D ......... " ...... " ..... ' SI)ENNALK INS 1.0± ......... ......... SECTION FU tar s - NV. OUT - INV. . W • • • • • • • • .................. URE: 36"' :STORM: DRAIN DESIGNED BY: .BMG DRAWN BY .PLM CHECKED BY: c_ ExIST.I Is: IZ SANI ARY: SEWE ...... : :PROP. SED: :96'.'• CCP. FORC 9 /2 ...... • • IK PATH NOTE ........ PROJ.ENOR, APPROVED OY: DATE: ........ ........ ........ •-•••••-••••••,•-•••^ .... : : : : ' • ' • ........ INV: :3.0 Iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii_ilitiiiiiimmillitakupi.mulimiliquiluiplithinirtiliiquipliiiiiiiIIIIIIIiiiiitiolipilliiiiiiipiiiiiipili - _„____ _ 0 .1.114C14 1 2 3•, .4. . ........ 5 , • . 6 . 7 .. ,_ . ,x, .8_ 9 ' 10 ' 11 ......... 12 ,, . . . . 'fillrMICiiCIFILMED DOCUMEN't LES \ . . .. . CLEAR THAN THIS NOTICE, IT IS DUE TO ' , • 5 ••"" OE 6z Bd . th — 9 Z . . sa. . "z C . r a l za t3.. OTHCQUALITY - OF - THE - ORIGINAL • DOCUMENT 1 5 — 1, 0 - - - -- 9 ••••••'' -.,:-e...-..- ..„ ... . ..... ........ , _ .........„..„._ • ..... .. S ..• 111111111111111611IIIIIII11111111111111111111111111111111111111I1111111-01541111111111iIIIRIIIIIIIIIIIIIIiEgliffiliIINEIRIglallilliggaliglIfIli1111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIL ...'' RELOCATE EXIST SEWER AS REQUIRED - ........... <c` 0 u r.. ........ ........ ........ ........ + ........ A9?(. P • • • • • • • • • • • • • • • • • • • • • ........ ... .... ....................... ........................ ...... SCALE HORIZ. I" = 50' CONTRACT NUMBER ..... • • • E :MAIN . 5 /" ---------- T RA':=- 1 24 1 84 8 6 :4 45 0 481: 30" L = 224.54' ........ ........ ........ ........ ........ ........ ........ .... : : : : : • ' • ........ ..... 41 METRO Municipality of Metropolitan Seattle RENTON EFFLUENT TRANSFER S YSTEM ETS - 3D AND 4B PROPOSED ALIGNMENT SEATTLE CITY LIGHT RIGHT-OF RENTON EFFLUENT FORCE MAIN ‘ ............... _ INTERURBAN AVE: .S.. ........ ...... • • ...... • • ........ ..... ........ ........ ........ ........ EX191'.I SEWER ................ ...... • . ...... ...... ECTION r 111 • — _5 S • N 78,1)27. E 1,646,861.60 - 1(Y1 ......... 'SANITAR ....... ...... 'ffUtigE:36'!VrtiFINI:DRA16.1 EXI R/NA (DI . : PATH : : : ....... SID WALK a :INV ' ......... DATE: :2: 71 ....... ...... : PROPOSED .96! • " FORCE MAIN 7/26/85 ARMS: FILE: DRAWING NUMBER 101 SHEET I Of 4 • Pr .■10•■■• 20 T 0:. NO. • • • •-• • .• A*41 ' 4'7 ”7.1“-W7w • -- — • 2 CI 0 I. REVISION INTERUR AN• AVE. S 40' ... ... . . ) ) ) — /, - -. • A • tr • - „ „ 41'T , 9s"Pc.c.P FORCE.MAIN--- • R7W — *44- , 1 , EXIST: R/W 20': METRO EASEMENT * SIDEWALK BY DATE 1/4‘s 0 .*: ‘ • • .. • - - 7 7.. ES:=...48 STA 0+ PROPOSED •?." ---INTERIABAN.• AWt. S. 96'! PCCP BIKE PATH „ - s ,-.”. 20' PERMANENT EASEMENT FORCE: MA N URS ENGINEERS Engineering and Environmental Consultants Seattle, Washington 27" _ ........ ......... EX STING R/W J 7 • 1 7 " Lc) m ..... Systems Architects Engineers Incorporated, P.S. Seattle Anchorage Richmond Austin • E 1,644, 18. 20 10 Oz MSL CONC. MON. t • WITH, B8ASS.P1N N.0 .7.._E,v 8 644, 6.5 4 0 05 0 . 6 16 3 3 • • ' ("A 1' 0, 11 eC ' I \ \-> DESIGNED BY: BMG DRAWN BY: MEI CHEERED EIY: • s PROJ. ENGR. APPROVED BY DATE: SCALE HORIZ.= u = 50 CONTRACT NUMBER ---------------- ---- ------------------ - 14' • ; I • c . ) ,5. • • • — - „C,' • • . . . . . . ."" - •—■••• • -1 7 Ks t/tP DATE 6/26/ 85 41 1 !ME Municipality of Metropolitan Seattle RENTON EFFLUENT TRANSFER SYSTEM ETS - 3D AND 4B PROPOSED ALIGNMENT • SEATTLE CITY LIGHT RIGHT OF WAY RENTON EFFLUENT FORCE MAIN ARMS: FILE: DRAWING NUMBER SHEET 3 OF 4 • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIPLIRIIIIIII1111111PIIIIIMPRIELI110.1'1.11.11111111.1111.1.1111.14.1-111111111.111111-11)1.1111111111IIIIIIIIIIIIIIIIIIIIIIIII1111111IIIIIIIII -.. 0 1111.111. 1 , P . 9 • ' . 10 . *. 11 ........,.., 12 , .. _ .. . . . • '. I .1IF': THIS MICROFILMED DOCUMENT:IS LESS • - . •. , • • • • • • ' ... . . • • . • • ICLEAR::THAN THIS NOTICE, IT IS DUE TO . . *CC.- I 0 THE 'i QUALITY OF THE ORIGINAL DOCUMENTI ?..- i f ,,,,9 . .--.:.. 5 , ,,...I.,...1 . I 0 ....,. 111111111111 311 411 .,..-.; 40 20 MSL= NO. • U 7 .. • INTERURBAN:AVE. S. 30' SECTION R E V I S I O N • ( , 0v o �, / \ l ` ( 1 1 1 . .. -P- I ''845.55 -N. ! - 1, ---- E 42,704.74 -N :- n- --- ----- }`V -- -- - - � = 14° 14' ' 41 _ '' -- , .\ ( -R _716.20 - -- - -- _:_...:...... __..:_.;20': METRO °EASEMENTi _..._ .......... ..................:._:_:._..... E 104. BY DATE 35' .:....P..ROPOSED:...:.96._.. P.CCE..E.0R.CE. INV. :(`):f0 •SIDEWALK • • - - - - - - - BIKE PATH rsa+isss..mmaimwmm E 1;642;771:50 . -- INT RUR$AN VE: S. N 1876535 + +2 URS ENGINEERS Engineering and Environmental Consultants Seattle, Washington f 10 20: 10 : MSL =0 ■■•• r.u..... e.. .a,...,.---- Systems Architects Engineers Incorporated, P.S. Seattle Anchorage Richmond Austin c �O 6' �. \ ice 4 • +;O �a?,.. \4 r x_x�" "x. DESIGNED BY: DRAWN BY: CHECKED BY INTER T •AVE S :... .....:.... 30' :METRO' : - EASEMENT °__•_"'....._ ----- -• . 30 ...- ..._EXIST......:R• yy.:..... PROJ. ENOR. APPROVED BY: DATE: R- =883:52. -- r ........ =33.12,......... - — b • a t - : L 66.12 i d' + 0 \vy--- --._ —. co 0' METRO EASEMENT .................. SIDEWALK SCALE I" = 50' CONTRACT NUMBER +n y �, — � ; RR.C.7+34.61 n -- NI81086:59. 35': R = 883.52'' T =3312 L = 66.21 PROPOSED....96. "...P...CG P:._FQ.R.C.E:...M.A.1 • . : : ,-- :BIKE: PATH ................ •INV. .............. 3'• m Z , ti 75' .J 20 I0 SL =0 DATE: 6/26/85 METRO Municipality of Metropolitan Seattle RENTON EFFLUENT TRANSFER SYSTEM ETS.3D AND 48 PROPOSED ALIGNMENT SEATTLE CITY LIGHT RIGHT-OF-WAY RENTON EFFLUENT FORCE MAIN ARMS. FILE: DRAWING NUMBER '104 SHEET 4 OF 4 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILII11 !_11111111111 AIM1 111111111111 1 .IIIIIIIIIIIIII 1111111111111111111111111111111 1111111 0 ,.,XpNCH 1 2 3 . , 9 10 11 'ar.,.u,”a, 12 IIF'THIS MICROFILMED DOCUMENT IS LESS ,\ . CLEAR'THAN THIS' NOTICE, IT IS DUE' TO 0 6C' Be `' LC "" 9z .ez. az Cl l . ' CC 'IC OTHE' UALITY"OF ORIGINAL 'DOCUMENT k e...'- B....-'/.._ 9 ....5.:....n,__,e . .„z,,....I:Y',0, -. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111IIIIII}11i 111611lnuhillgIIII11111111IIIIIIIII 1111l llllllll111111iIlIIIIlII111I1111111111UIlIIIIIIIIIIIIIIIIIIIII1III1 1111111IIll611uuluulmdnliluubwlmlluuluulmilmdilll1uli11illlmlmll _..._.. r GRR.io ) WALL NO. 8E41A) P /PRHP SSC.T /oN ANE,o D Cir REVISION �Ac4ESS QDAD 9G ~ PCCA ,YJ ece /V4 0.) h ♦,� 7A' I ao' � L JAL!El I TOP bDi4. I A1N6/Z /NW 6X /•9T CO/vTodRS 1 / T HA./, 5 /DE 'SL�O ON rJ4/ewAy5 41/ CtY!') (6: 2 L. )4 CGG1.tf "Mi/J• 6 ?4n/u4,4e 4:3,0&e" cu✓RS2 2' RIP 2/JP ZS- /So w.TN 75 % G.t7; 4 1 7;44 •.) Socels, GACA7.;a 701•° /5 Les 4,4/0 ,v )i 7 /Vote 7,i4N /J %COSITHAN . 1 )cGf . C.7YP) SECT/0N A , G 7/i "G . 04 cowzsc 6 "r//AUVcAQ 4143E Ciic/, 5c F.4.2�5 ,20A ToPSOtc.fEATNEe /n/70 Ex ST, to.v.'cfl/k ' ' MAX We' $ DP Fat Al /a 5/of scoot Aauu/JO pREEN 7.0 3 /u'/(Ti�1 . - 7. ,00 Mira fYAy NREAf 2:1(7}p) CAn /DSC4P /N T' r_cW/. Fd4f 7D4oGF co./2Sc A1457EtZ. / / ////41//, EA.s7• 60. 21PRA NV -/6.99 5'0 PIER- G' 44Aau - c i j ettJ<Jc G' /M /N. G/loNUl,o2 QA se We/44A BASF atom: / ER7PNO 7V ACLAtaco swage ctSA/% 6M5An/4l(N A ens AMA /5: SEGT /ON 8 (/' =/o') 4 Ac. q35 RD 7q 44)' 6, _I EVST tSO. SST eY DATE. _ YJD)y: V OneeD ,trA /L. C JE.VD a'48o'r A4ID7'pecow /= JU/SNED 494De • • SEE PCAx) Fog t.IMIn. 2. .„;e" r6 L.4ND'JCAP /N TD GoarORM To a-Mr COU28 MAST 6R P[.4A7 . 3R/066 a /N S 77D/V St/Jc.E: Not E: /"=t0' t .' • t1cST (410. 5 aea7 EMBANK A1ctJ7 /►afJG�.t /,oc cot-414(T 7U 5 06t/5 /7y' sazrio,v D + ' I Fel PUP S :IGE. J NO24• ' f, ''4 tte4.7 /'' = /O• 5 .000/0 1' INV -IF./ 4, `'UR ENGINE Etgittssri nv ironmsntal is ;r $Nttls, Washington llPeCY /hY // �ccE55 rAAls HotE -� 2 . — TEA1P1¢ARr /s1 # 77 J ■NGE to I SdLjo : - v 1. G" CF F04 't r EAC[ESS �n V abase, IfrIt 0 r Ei tT.. 61, / / / /,W//! 2'A M4eox, T•rr„t ..u'uS •.f W.4cc 4A/o C4 4. t,t('AtEAft= 2-1.7° ,rC J( /N‘ 11)4 GC 2(0. P441.41,14‘ To,L/P,IP 0661,)ApDQ • N 5c e i /' OE2o.0 t sT4D s-ect EJ(ST r3CA/i F;4-7/1 Ago 6(ST. ,c C0A)7au4 M,H/ 5t0t1 Scope 7;/ • / Q= /3.3o' R: 572.9G 6.1 se — ,ouN / NB 4 ' ° 36 ao'W t L3.C,o 9 ,7 sloN P g o rEoT/ D t/ wA /WSp/ eI4/ek •r• V" G1RlMhhA2 543E coutt SCI.Ec.T eEMD MN 8'1 L o°npM.7 To 9o' Dob)Jf CELT /Q v F / "= /O 4 4xi,C4S RoAo '.0.,4 4L IZ.D' W =Z0.1 EDGE of c'SC%T ] &D(f ACCESS tom) P4A•7. fl.., /4130 c5c51 C4u70441. MW S /DC G'4RAUVtAR oEfiravc Quest BASE CAt4J set c7 Plhc. 44, /4 commez To 7o° tet 'S'f7 /oN c / "-/o' Systeefe Architects .tiers : ,.; Inco!a°Ir ed R,s. `a ftI: eLMeiel 7,o' 3,0' .0 20./ 6L . -3.0 CL 1.0 FDA tAY7w,c. BEtoU SE_ /u// F ITIETRO Municipality of Metropolitan Seottle RENTON EFFLUENT TRANSFER SYSTEM'' SANITARY, RIVER CHANNEL 81 ACCESS ROAD IMPROVEMENTS FOSTER GOLF COURSE DESIGNED BY DRAWN or CHECKED BY D_ q°y t' R SaZ ( , t. z L: 9 ° ° 7 PROJ. ENGR. APPROVED BY: DATE: SCALE P[A4) /'DSO' SEcr#ous: As SHaav CONTACT N(MUER 6 1-ANI05CAfe A/0? : PJNISH 4440/014 LAND SSCAP/NG W 136 r N W LL CON O 6R A65GY A4 �M 6NT BETW6E,. H6rROAND G/ry OP' TUKW /t,A. _ IJ 1 }},.114Loo py CII Wry,ub at AP PRox •TAR /6gT,au c4r'O°oK goo p Aaw s Yf 1 A o ot7, NC OP /.L/ /4• . OJD�T 0.C 4Yg7 c rrt) °°,7)4/ v /° /7 92�� 7G P ' / ,I •4010 Pc Ca .m , v 4i. Pz Al /7 E /iGy� Y pt32Z Z APPOox. C- / /oN or ' \ NIE.7 fbO7,9G iZrt JAcKEID \ RAM 0 Cf iS /4/5 •/,' Sco � .., , , o� ...,. c-rs• PRELIMINARY . rc 7 4tni GA OW e41.05 10N PRO G 8 1965 URS MAR COMPANY cm' APR 21985 m ICS -0:2- SUMP PukceR4*.p7.3iZ , a/i$ DATE: 26M4RL FjS`' ARYL PILE: DRAWING MOANER . MEET j OP 2 .:. 3, tb sC' IIIIIIIIIIIiiiII iIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIII�f11�1j IIII1(IIIRlMIUNI! 1111{11311 1 1. 1 1111I111i11 1 I 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 2 3 4 .... . 5 . 6 7 \ 8. 9 10 11 .,....,..,,,M 12 IF THIS MICROFILMED DOCUMENT IS LE I CLEAR THAN THIS NOTICE, IT IS DUE TO OE GC YC EC1 ZZ IC ' THE UALITY OF THE ORIGINAL DOCUMENT a lll III a L 0 s V. C z t ° p I111�1u11�a 011 I I �II I I III III I II II IIII III IIII I it I I 1115i IIIIIIIIIIIII illll I�I I III I II�II II III I�I II I I I I I I I IIIIIII I II IIII I IIIIIIIIIIIIIIIIIII I IIIIIIII IIIIIIIIIIIIIIIIlllllllllIllll .4 c, •.o� ., +. u., �.... ..,t h `..1 �..+.f t, .. : .,:.., z..�' 3.,.'4s _ i " "E � T} Sj "e�Y „ ,�t ,..�: ..4�,. ; T'a ` !: *i5.'� ,�'n ty S 55.:.•..'.? x1Y �a l;�,c'' 9G LE 9Z SE d 110 • �T' t. r �� A� eMyGRO.35 . Il.� \ ' 1 1 ;i; WNW) AVIO Rip,r4p eice * d o r ivir Siteittoorpo, Pow 714)4m 4 44.04k, 004 ii0 S 000 "Itimparlo 4/. . , pA4f zipq ACISED \ i‘,7,53 N 4,v G o )4 19 •k' L,),AE trieSP:treWee df APYWALR, AFle! ffieloce Is I • IS0 , . • • • 4 1, ; A 0 1.711 IN. 1 3 I ! I FI I _PM1 1 11 1 - 11 4 1141 -1 111 1 111 1 111 1 11 . 1 1 111 1 111 1 111 1 111 1 10 1 1 1. 1 1 111 1- 1 1 1 1. 111 1 1 1 1 1 1 1 • _4 5 CLEAR THAN THIS NOTICE, IT ISIRIE TO IF THIS MICROMMED DOCUMENT IS Cat 6 7 Et. 9 • OE 6Z se ca 9Z sz az .„ 1,14 int THE:GUAllrf OF j_IHE ORIGINAL DOCUMENT 6 9 - PRO4. EINR. AMMO SY: DATE: M1" • t." .•••' A 1 " " 4 14'5' • 7. '" , .'••,•`4... , =,*°C, , .. "•: 10 11 12 • HIUA1111h;114Li.1111i111111111111111011 M.7.•; SCALE CONTRACT WYNN ers 3 S METRO Municipality of Metropolitan Seri. RENTON EFFLUENT TRANSFER SYSTEM SANITARY, RIVER CHANNEL a ACCESS ROAD IMPFiOVEMENTS FOSTER GOLF COURSE • : • • „ spaNtlifF,VsNatnis,N.'weres. • L • 4LL „I n ■ft , 0 MTN IN. 1 2 3 4 T 5 . 6 • 7 .8... 9 • 10 11 ...KKK... 12 \ IF THIS MICROFILMED DOCUMENT . IS LESS • , I CLEAR THAN THIS NOTICE, IT IS-DUE TO , pc 6 ElL L 9 S CZ: 3EI? !CTHE ' UALITY OF THE ORIGINAL DOCUMENTI' gS CE ""0 Z Z Z Z 1 7Z J14111111111111114 1111111111 I I I I I r ..;;;;• NO. ar zz - a . Ui -I Ui Sheet No. 1 of 29 2 of 29 3 of 29 4 of 29 5 of 29 6 of 29 7 of 29 8 of 29 9 of 29 10 of 29 11 of 29 12 of 29 13 of 29 14 of 29 15 of 29 16 of 29 17 of 29 18 of 29 19 of 29 20 of 29 21 of 29 22 of 29 23 of 29 24 of 29 25 of 29 26 of 29 27 of 29 28 of 29 29 of 29 A DRAWING INDEX Title • IA .111M AM= L z OUTFALL EXTENDS 10,000' INTO PUGET SOUND 9. • . ••• • JUNCTION:STRUCTURE REVISION Location and Vicinity Map Pipe Joint and Outlet Details ETS-3, Ste. (S)1+04 to Ste. (S)6+70 Preliminary Surge Line Alignment ETS-3, Sta. 2+00 to Sta. 21+00 ETS-3, Sta. 21+00 to Sta. 44+00 ETS-4, Sta. 0+00 to Sta. 7+60 ETS-4, Sta. 7+60 to Sta. 34+00 ETS-4, Ste. 34+00 to Ste. 61+00 ETS-4, Sta. 61+00 to Ste. 89+00 ETS-4, Sta. 89+00 to Sta. 112+00 ETS-4, Sta. 112+00 to Sta. 139+80 ETS-5, Sta. 0+00 to Sta. 27+80 ETS-6, Sta. 0+00 to Sta. 26+00 ETS-6, Sta. 26+00 to Sta. 54+00 ETS-6, Sta. 54+00 to Sta. 82+75 ETS-7, Sta. 0+00 to Sta. 26+00 ETS-7, Sta. 26+00 to Ste. 55+00 ETS-7, Ste. 55+00 to Sta. 83+00 ETS-7, Sta. 83+00 to Sta. 91+00 ETS-8, Ste. 0+00 to Sta. 19+00 ETS-8, Sta. 19+00 to Ste. 46+00 ETS-8, Sta. 46+00 to Sta. 70+00 ETS-8, Ste. 70+00 to Sta. 95+00 ETS-8, Ste. 95+00 to Sta. 116+30 ETS-9, Sta. 0+00 to Sta. 3+00 ETS-9, Ste. 3+00 to Ste. 29+00 ETS-9, Sta. 29+00 to Ste. 49+00 ETS-9, Sta. 49+00 to Sta. 75+00 ETS-9, Ste. 75+00 to Ste. 102+00 ETS-9, Sta. 102+00 to Sta. 130+00 ETS-9, Ste. 130+00 to Sta. 134+00 JUNCTION STRUCTURE AND OUTFALL ri An ; •"_•2 -•••••■••"7,7 -• igq !P ?•;!- ‘, E:::•".• U ••' ItS 1i•//1'.11 .1• lit -4 •-•-• • ;-•: •••• • • ..■ AVE 544 ..• • • • ..... ... • • • • SY DATE - not used Alignment Revised - Sea contour sheets numbered 1 of 3, e of 6,3 of 3, \ doted January 1985 00 • 0 00 f! • • - • 0. • • r. • 0 e ,•."` 0 0 URS ENGINEERS Engineering and Environmental Consultants Seattle, Washington - A • 04 , 0 • O mei LOCATION MAP SCALE IN MILES 1/2 ,E) , r t la "c 0 0 . • • 2 So 2 1). 0' 00 CCSIGNED BY: DRAWN BY: 1,1•11 mem yr: ; • •.• rroma COPARIN D E RAIN D SM R la "ISE 12- • WATER Luk an • ••• :• • : , • TELEPHONE CONWAT • • ' SSECTRICAL CONDUIT ' '; • L'• : • . CENTINUIRSIN "scrofula': •,. , : • , • • • . • • u • tem ourraipt.r.i4ive • : .. • CL WI S110 WMIOLAIS WITH WS FUT O. DESIGN °PIRATING. • • ' . PRESSURS MEASURED IN PIET OF WATER MAO • -- AND IMTPI 10 FIST OF sou:col/in LOAD:. LL, ' . ' . . . • ••■••••■•''...••• RELOCATED WATER UNE • . '•:, • . . • ■............ RELOCATID SEWIALINE . . .•• '. ... :1■••■•■■■■110 • RELOCATED OM UNE • • t. PROJ. !NOR. APPROVED BY: ' ..DATE: • SCALE SEEMAP CONTRACT IMAM . FIFB 84-0071 ETS-2 • . ..• .„ PUMP STATION •••••• IIIMEALA • gei•-• .• • " • N. • I T, • E • •••• ' if/ • : • 1;7 1 - 1111 TACOMA PUYALLUP SCALE IN MILES 01 4 • VICINITY MAP •bliAwvdas IWIIMITEDVATIOHE JUNDLICATtON losoaaies . .. DUBS TANTIAL DEVELOPMENT MEW TIMM DETT O TENOVELN;VMENPEOTON • ••'...••''f . '••••• • F..`6!-.. 02 : METH , Municipality of Motropolitan-Seafthr '91 •RENTON E F F L U E N T T R A N S F E R ,14`., S : • r'lJAN, 1985 • . ••••t',.....!•,'•? AND VICINITY.' MAP '.,•:',;••cii.jy•,=••:, • : r•..-,•• PRELIMINARY:. FORCE MAIN . . o'2 . • ••• ":"L•1•14;,;•,''•iki.s•••144:i. • ,V.: ----"■ Pr ■ • 150 \ ' : • • li i C\ . I .II :... - ._' sP : I 1 r i \ I I \ ..................— — _...._ _ .._ — \ 1 --. \ • 120 / I \_------..--- ki \,..... , _ — _ _....:,.......____:..../ : . 140 150 110 100 90 80 70 HO • 55, REVISION' TUNNEL. k.4 PROME 1M it ARV, 2.2.1ME PEVI3a0 To • 2...1 PROPOSED AL1G115AL*NT 54 DATE 52 • 50t". ' :,..• 5; 0- ? ,:,;:......,......:,::::-,;., .. fiqA.M .::".f:- ,•::::',.;:.:::•::::.:,:; ',...!::::!":"' '' ..., .., . . .".. •-'' -- --" ,'.1.4:1. -.-..: .:- :::.!;:-;.t-:-...1.1.::;-zt...,,..-,r-;--•:.,•?-0. :" 46 44 42 40;- URS ENGINEERS Engineering and Environmental Consultants Seattle, Washington .":::::77.7,7,". • ... • ; • F UNNEL : • : : : , F3LACK:RIVER • • CROSSING • • • ; • • i • I p . : : f "."N' : • : • : •I. • • i . 1 ........ .. : • • • :: . : : : I .. 1 I . I .... 55 p 36 34 52 59+- --t s: • ,,)., DATUM +TOO TO ELEV. SHOWN METRO DATUM ' I ' I : ' i • •I\ : ..• .. ,..••) ::. . : : : ./ •. •:. .. .,... : :\ : • • • • •: /-.\\ • • • ••••• ...v: . 1.' ,,," .:: . i' • • . •: \ ; N,. - J : _ (.:1 .... .... 213 2Co 4 'tr -L' t f. st • fp ';; I „ DESIGNED BY: CHECKED BY: DRAWN BY: ' • .. . • ... .. • I . • • • • ... APPROVED BY: DATE: .Pt; • ; , 1. 4 ,• tt-4 A tt, It ., ;''' t'^: .','"•',‘ ‘'': e , t- •.'-", ..,:t ml• , t,',,' ,,,, :::, It, ,,, - Ott Ay' t'' 111111111111111111111111111111111111111111111111111111(1111111111111111111111111111,10,411111111111111W14 0 " 1 2 3 4 - 5 6 7 8 9 10 11 .......... 12 IF THIS MICROFILMED DOCUMENT1§ CESS ) • CLEAR THAN THIS NOTICE, IT IS DUE TO 1 oe 6E E 12 9E HE HE CE 1 EZ IZ OTHE QUALITY OF THE ORIGINAL DOCUMENT ft 6B4DGVCE I. .., iII JI tIIIII*11001j41411411111 III I I I li 11 MINIAllial41010111115151111 FIE iliGi mon 1 IiiiI INIIIIIIIIIIIIIIIImilliolimlididillIIIIIIIIIIIIIIIII i:, 201". 0 Da • , SCALE 1 1" 200' PHOJ. EWA VERT, 1.10" CONTRACT NUMBER lb • • , • ..L; r.. • -. L P7z—fa; t' ." ' < 'tt 00 VAN: i • H' apt 5EWER (eA vr) I I 0 rtP 41 1 METRO Municipality of Metropolitan Seattle RENTON' EFFLUENT TRANSFER S '(STEM PRELIMINARY FORCE MAIN ALIGNMENT STA. 0+001O STA. 59+00 • 150 140 130 "... r-1 .., • . / ...., / \ ....., -..... / •\ 120 :.--, 110 BO CITAWRICIS SUBMITTED WITH THE 'APPLICATION FOR OHORELINE , EUSETANTIAL.DEVELOPMENT PERMIT WITHIN CITY OF TUKWILA. WAEHINOTON ... . . .. . • DRAWINOiSUBMITTED WITH.THE APPUCATION FOITEHORELINE • ausrAtdmogveLoni KING COUNTY CifrorrilIWIA PLANNING dEPRt • ' 104/ • ■00 90 • DATE' JAN. 1985 FILE. DRAWING NUIABEft SHEET I OF 3 • • A .t NO '50 120 no 90 J • 1 . t t I TIME OIC INC. : l'c • i -I c ., is, 0 LTY ., ■■■ ONTROL l• 1 R „ ...9 m ,0 NOTE: CONSTRUCTION WILL 5E STAGED IN THIS AREA SUCH THAT CONTINUOUS ACCESS WILL BE MAINTAINED SY EITHER ALTERNATE OR TEMPORARY ENTRY WAYS. L• kb • - WILLARD LE■/INE WILLA= LEVINE CINTERNATIONAL)x 0.1 • . • I - V 1 i m , G • • ..1 k : ill ci `,. k > b ” 1-1 :In •, i — d , \ .., i 1 ' et / 1 k i \ r Di ii, k u F I. • ‘ -.---.1.-- 0 ef t t \ ' • I 1;? I TLINNIEL PROFILE . BEING REVISED IN THIS AREA: 116 110 114 1 1104 108 100 104 102 REVISION DATE 1+30'1. •4-+tot. • . . ..... . . . : " • URS ENGINEERS Engineering and Environmental Consultants Seattle, Washington 7.0.13 I ..... • • • • • • . ..... 1 • . • I .... . ; .. • t 94 ... ..... . .. .. z : t . • .... .......... 8 ti'•'• : 7. 4 t < : • 92. ........ ..... " • • • • • • ..... . • • • • • . • .. ' ... , • • - > • • • • „.•■•,: . .... . : : ., : : : : . : : ..... •: .. • • • .. .... 1 . . .. .. i • •' • I • • 1 2.0 • 84 : A') • r 7" ' 1O AE • ... DATUM: +100 TO ELEV. SHOWN METRO DATUM .... . . . . , .... • ••••••,;•\ • • " ....... I : : : I • • • • • • • • • ........ 2 604- 76 DESIGNED By: c.J.G. DRAWN BY CHECKED BY: • .... • t. . . t. . . . ... ..... • .... .... • .. . ... ..•• • .... ... ... PROJ. ENOR. APPROVED BY DATE: , , , " ' , , ...44^rj 11111111111111111111111111111111111111111111111111111111 1 IF THIS MICROFILMED DOCUMENT S LESS \ CLEAR THAN THIS NOTIdE, IT IS DUE TO 1. h u2 CV: N` VEZ 11 12 • \ 9 10 MI I THE UALITY OF THE ORIGINAI. DOCUMENT '"4.443 dm!' ;21 kr 11111111111111111E111111111111 1011%41111 arli 111111 III , . • • • • : ' 1 . "!`!!: • . ,•7 ... . ' ... ••••- . 1 .. . . . ... .. ......... . . ..... I • . I ..• . . . . • . .... ; . • .... I . . .... • , : " ' : : : • • CONTRACT NUMBER SCALE HORZ. 1 200' 11O " • . R. \41tri 1 .. ' ..... : . — • QM • : _s • >, ••• •••• > • 4 • .<" , • • r.. " — 1 • . • • . • • '. • , . . . . . ...... . • • .. • • 1 . . . ... . ... . • I • • • ..... • ....... • . 150 :120 110 , 100 90 I • • ..• - . - 1.•'. '• ' : :-:!: ' •,' ', 1 ' ' . ' :. ": • • • . ' ." , .. SUBMITTED ,WITH THE:APPLICATION•FOR SHORELINE • .:• • _ _,• ......:....:SUBSTANTIAL.OEVELOPMENT. PERMIT .WITHIN .CITY...:0F...TURWILA:..WASHINSTOW. • I DR EB 7 1985 I . : •• . : : AWIN 7 800 .. NITTED WITH THE APPUORTION. NE FOR - ' . ,i : . ' : '. , L , • . , : — SUBSTOINRAL.OEVELQINANTIpp,.fi . mfr WITHIN t , ......................... I . .... i . .....C .: ,..:.:. an TuoriaLA •• I : • . . , . . .., . . ,.PUlaININCI DEPT. ' . '•=7. . 74 12 -16+- Oro 64 02. 601—s' . 5i} • ,,. EM 411 DATE: JAN. 19 !METRO Municipality of Metropolitan Seattle , Anms RENT'ON, EFFLUENT TRANSFER S YSTEM FILE PRELIMINARY FORCE MAIN ALIGNMENT DRAWING NUMBER STA. 59+00 TO STA. 116+95 SHEET 2 OF 3 • :.,1• T‘t • . , 1 4 - -3 7.1 - 7KVA," 1, 41:1 : 17C,rfl : r. AA; ' O , • ; ; • . .. .... .• : 1 • • 1:1 '; 11,;•.• 'r? Wa ...... • • • • 2 M ! •• ... • . • ... ••• 1" • . ' • • sO••••- r 4n I 4.tz •ro • • ' , . • ' " Es; 1 , ,_ ' 1 , 1 ., • ; 1 ' •: : , . , . • 1 • : u s4 • I.3 .01 • • , 44:',49. • ' 4 • • • • • , • 1 , . . • ; • ..I • •• • • • -; :;; . .•; • • • . , , • • 1 . ..1 ct • : • : • • .. . . , . • ; . .... . • • • : •. • , , • ..... . ... . . .... • .... , . • . • • ...... , . • • : ,•:, • • . • .. : . . .. .• • ,. ; . • • • ; : • , • •• 140 B 13b 34 ;.1•52. . tr50 '•:.1213 12(0 . . , . .... aRoiilsict• . . ...... .. ... ••• • • . ;, •• 129% 120 118 , F30 Izo 110 100 90 z I— < • DRAWINGS ,IIMINITTECI WITH THE APPLICATION FOR SHORELINE • SUBSTANTIAL DEVELOPMENT PEFIMIT CITy OF, TUKWILA. WA •. • • . •, .•. • . -•• •• • • DRAWINGS SUBMITTED WITH THE APPLICATION FOR SHORELINE • • 'SUBSTANTIAL' DEVELOPMENT PERMIT WITHIN KING COUNTY', layAsHIN 41.44, - • • , „••• • •.. IIIIIIIIIIII111111111111111111111111111111111111111111111WIIIIIIIIIIIIIIIININI111111. 0 IBMS 1.11 1 3 4 5 6 9 10 11 12 \ I IF THIS toff DOCUMENT IS LESS / CLEAR THAN THIS NOTICE, IT IS DUE TO • • oe 6 Z se LZ 9Z SZ EZ ZZ ,c) THE QUALITY OF THE ORIGINAL DOCUMENTk 6 6 9 S Z I "" 0 „Jiljh ditli111911 Il Y T M T BW110, EB 7 1985 Ty OFTSAWiiA PAINING DEPT. • r. Y.p. If N • 17: 3. . ,:.:: . •,S • ......,,-;. ; • ' ' • , ,, . , , . , . . . . . . .•.._•,....,•.• :•,'..,.:,•::,.:•,,...::,:,!•:-.•..,:••..,•.......•:,.,..• • ..' URS ENGINEERS.• Engineering and Environmentql,,Con-oultants..••ii•:-..•'. ' ... • • Seattle, Waphington•-•: .,...-:,-.,.. ... .•.....-:•••-,:..,. ' . • .' ' . . . . , . • : , , • •. .....,.....• ; •-...,.:•:-.:,.',.•-•-•••. :: ',-•::::••. ,,:---,;..... . _,•; . . '. , • ' !• .. . • .,:. • •••• ■•; .! • • .• .....:....,. •,..... ...,. ' ........ ......, : ., •- ' •. , • 13M • • • CHECKED IlY • • ... . . ': • - , • • ' ' . AFP4OVED.By• . ; . • nul • .. SCALE • 140R7, 1!,..200' vE•RT•,",.0... ... .................*-.......-.-.................—....-........, ..... .10 . Efil - 31 Ic RENTON EFFLUENT • T R ANSF.ER S PRELIMINARY FORCE MAIN ALIGNMEN STA.116+ 95 TO STA. (57+10 • • CONTRACT tutmecc ....._____-.....—. . . . , 13Y , • DATE 74 it' E V I 5 I 0 tt • —_---......_ • :.,1• T‘t • . , 1 4 - -3 7.1 - 7KVA," 1, 41:1 : 17C,rfl : r. AA; ' O , • ; ; • . .. .... .• : 1 • • 1:1 '; 11,;•.• 'r? Wa ...... • • • • 2 M ! •• ... • . • ... ••• 1" • . ' • • sO••••- r 4n I 4.tz •ro • • ' , . • ' " Es; 1 , ,_ ' 1 , 1 ., • ; 1 ' •: : , . , . • 1 • : u s4 • I.3 .01 • • , 44:',49. • ' 4 • • • • • , • 1 , . . • ; • ..I • •• • • • -; :;; . .•; • • • . , , • • 1 . ..1 ct • : • : • • .. . . , . • ; . .... . • • • : •. • , , • ..... . ... . . .... • .... , . • . • • ...... , . • • : ,•:, • • . • .. : . . .. .• • ,. ; . • • • ; : • , • •• 140 B 13b 34 ;.1•52. . tr50 '•:.1213 12(0 . . , . .... aRoiilsict• . . ...... .. ... ••• • • . ;, •• 129% 120 118 , F30 Izo 110 100 90 z I— < • DRAWINGS ,IIMINITTECI WITH THE APPLICATION FOR SHORELINE • SUBSTANTIAL DEVELOPMENT PEFIMIT CITy OF, TUKWILA. WA •. • • . •, .•. • . -•• •• • • DRAWINGS SUBMITTED WITH THE APPLICATION FOR SHORELINE • • 'SUBSTANTIAL' DEVELOPMENT PERMIT WITHIN KING COUNTY', layAsHIN 41.44, - • • , „••• • •.. IIIIIIIIIIII111111111111111111111111111111111111111111111WIIIIIIIIIIIIIIIININI111111. 0 IBMS 1.11 1 3 4 5 6 9 10 11 12 \ I IF THIS toff DOCUMENT IS LESS / CLEAR THAN THIS NOTICE, IT IS DUE TO • • oe 6 Z se LZ 9Z SZ EZ ZZ ,c) THE QUALITY OF THE ORIGINAL DOCUMENTk 6 6 9 S Z I "" 0 „Jiljh ditli111911 Il Y T M T BW110, EB 7 1985 Ty OFTSAWiiA PAINING DEPT. • r. Y.p. If N • 17: 3.