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Home My WebLink AboutLUA99-027 Large FormatNORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ffi PUY ILEA) 4 EX CS WOOD EIULKHEAD TE-20 03 PAWSUN OLD FILM THIS AREA INTAKE EDUlPMENT ON CONC. SLAB YL PARKEWENC' 0 20 40 80 DOCKODD SCALE 1"=40' APPROX HIGH LAKE LEVEL - 18.4+- CONNECT ROOF AND SUBSURFACE 20 PAW APPROX LOW LAKE LEVEL = 16.4-+ DRAINS TO BYPASS WET VAULT L, j WILE 01, EX 14' CONIC. RU Ik- F--20.5 GARAGE FOOTPRINT A/C I- PAC • PROVIDE WET VAULT OR CATCH BASIN TE=20.84 W/ DOWN TIMED ELBOW FOR TE PVC=20.44 OIL/WATER SEPERATOR HW= 1 8.3± GAI AGE LEVEL=20.0HC-MW#6 TE=20.18 TE PVC=19.98 VAPOR BARRIER CONCRETE SLAB VAPOR BARRIER PER SOILS CONCRETE PER SOILS ENGINEERS W/ GRADE BEAM CONCRETE SLAB W/ GRADE BEAM RECOMMENDATION SLABENGINEERSRECOMMENDATIONSLAB FF VARIES 20-23 DRAWINGSRECOMMENDATIONSEESTRUC. DRAWINGS FF VARIES 20-23 SEE STRUCTUAL DRAWINGS FF VARIES 20-23 4" SCHEDULE 40 PVC SAND SAND CV CV C14 000nodab U IE= 1 8.5 uu jl I f) Q L), 0 (j <_D Q C__) _j uu- UL(J- ut)- uuu-) r FILTER FABRIC BARRIER GRAVEL BACKFILL FOR SUBGRAD S U IE=18.5 GRAVELBACKFILLFORSUBBGRADESUBGRADE IE=18.5 7SUB SURFACE DRAINAGE SURFACE DRAINAGE PER SOILS 4" SCHEDULE 40 PVC GRAVEL BACKFILL FOR SUB 4" SCHEDULE 40 PVC PER SOILS ENGINEERS VARIES ENGINEERS RECOMMENDATION FILTER FABRIC BARRIER SURFACE DRAINAGE PER SOILS RECOMMENDATION ENGINEERS RECOMMENDATION FILTER FABRIC BARRIER NOTES: NOTES: NOTES: 4" PVC _HALL BE PERFORATED WHERE SHOWN ON PLAN 1. 4" PVC SHALL BE PERFORATED WHERE SHOWN ON PLAN 1. 4" PVC SHALL BE PERFORATED WHERE SHOWN ON PLAN 2. FILTER FABRIC BARRIER SHALL BE SUPAC 5NP OR APPROVED EQUAIL NTS 2, FILTER FABRIC BARRIER SHALL BE S1111 III OR APPROVED EQUAL NTS 2, FILTER FABRIC BARRIER SHALL BE 11PAC INP OR APPROVED EQUAL NTS Sub - surface Drainage System At Grade Beam Crossing Sub -surface Drainage System At Grade Beam 0rossing 2 Sub -surface Drainage System HW= 1 8.5± x, x' FF- 203 PAW" EXISTING 10" DRAINAGE OUTFALL IE= 17.20 E, " Pets N.F.ILF - MAY NAWE INEEN REW0J_ HC- MW#7-/ TE::-- 20.58 TE PVC-20.21 HW= 1 8.2± CONCRETE PAVEMENT lr7llr) 1%ll LAKE ELEVATION 17.9 AS Of 3-18-H 1z C. Etc a MW#9 HCEXWATERBOX 2 -:" I . % ( ' ) I.O*CDNC. GV BUILDING 'A' BUILDING'B' Z., wtC wn CONNECT CLEAN ROOF AND SUB SURFACE f FINSIENT Jo 22. 01 GARAGELEVE20,0 GARAGE LEVEL=20.5 + 3VIDE CONC. SUDCX BL-CAD HC-MW#8 X DFAINS FROM BUILDING 'C' ONLY. IMPER14OUS TEPVC=21.62 AREA NOT TO EXCEED EXISTING AREA EL.=20.72 HW= 19 1± EX 1.0' CONC. RRET. WALE TE PVC=20.32 A/C PAVEMENT CLIfIENTLY CONTRIBUTING TO JOHNS CREEK A/ C PAVEIAENT 4t Now 4 28.5 HW= 1 8.6± Y. I JEL, A FT WIM 04 DCM TOP X, 4 PRO'11DE HIGH FLOW --- --- C -GE-FOW01 ------ ... .... X". BY-FASS FOR STORMS 28. 5' GREkTERTHENTHEWATERX X.X x: OUAJTYDESIGNSTORMFIRE LANE 0 VA ED 0" 0 0 < 0 0 BUILDING'C' M 4 'x GARAGE LEVEL=21.0 0 X X, A ' X vUjC0 X LLj k, IE- 1 X 15e 0 0 GARAGE LEVEL=20.5 LU r_ Re/ X X"- < PRIVATE WD TFOR W RIESS UTU ES FOR THE PER Lor" P" ELS A & F- EEPIEFTT 100 FTX12FWET (A VIII i 1\ N ISIZEDTO TREAT WATER QUALITY >1 N x x M rim FOP. AREAS SUBJECT TO 'X z ULAR USE ONLY x\ 29A GARAGE FOOTPRINT / x x I 011 x v X\ XVz CONNECT ROOF AND SUBSURFACE PROVIDE WET VAULT OR CATCH BASIN DRAINS TOBYPASSWETVAULTiUMNr.0 CLVJVY rOM I z v OL/ WATER SEPERATION Cl) BUILDING'3' LA.)VYN 0 GARAGE LEVEL- 23.0 v BUILDING V 12' LU GARAGE LEVEL= 23.0 Ne29.0 BUILDINGGARAGELEEVEL= 23,0 / / O CONNECT EX OFF -SITE i GARAGE FOOTPRINT 6" AND 12" STORM DRAINS X TO NEW DRAINAGE SYSTEM-, x 'XI 4' GRAVE 4 > 6* C. LF. WFH C-MW# 3 law "RE TE=22. 64 x x z E PVC 22. 0 1 i 0 YJVZP pEp AEC. d CITY BENCHMARK NO.2118: 3-1/ 2-BRASS DISK STAMPED 'CITY OF RENTON BM' IN THE S.E. COR. OF CONC. BASE OF TRANSMISSION TOWER M. ELEVTION = 24.09(NAVD 1988) SSIIH Up TEEX - a561 IE-? FMER4M CAM r V, 7 A d' C PAVEMENTEX x FWTICCAML TE- 36' %' Uj V, v Uj Uj El U:) Z 13 IA IE- 15.1 12' SE) p k, ANCHOR STOP 3GN POKE 2f 0E. V v IX J0 A/ C P/" ENT Try 1 BERM 2 FT HIGH aNNEXSMTE- 27 48 711 6 E EX TE-- IE, 20. : 14C, BLDG Co F, F.EL- 22.54 SET BENCHMARK "A": EX TOP OF N. W. RASE BOLT Ex K.ET HC- MW 2 OF TRANSMISSION POLE TE-21.73 20. 873 FAME. ELEVATION 25.10 1E 2IV2 S TE=22.35 &WEE AZI TEPVC=21INLET Er . 93 TEEX-21 96 Z IE : 11, IE 20. U . EV APPROX200LF OF HW= 1 9.4± IE-20, C 1 F HIGH ROCKERY 4p ( v) 25.0 "k w Co. C'o EX SE (0 HC-MW# 1 TE-3' ROUTE SUR PtING D( S v o o ON 04 01 TE=22. 04 ISMIDIH STAIWD/4 TE-2- TO WET LT. COO NATIONFMN TE PVC=21.83 7 11nild z 0. U_ W! /BUILD MECHANICAL le I/ i FE IRED HW= 1 9.6± LIJ I-$TORY Uj CO LDG F F'EL- 22 562eLLI22EXISTINGOFF - SITE DRAINAGE SYSTEMS LT_ NC PAVEMElQ AND TRIBUTARY AREAS TO BE VERIFIED z I -90RY < 0 EX C8 C 0 TE-21.26 CONE Bur' AREA7, IE 20. 0 ' KEEP our' CL E:20.l 10 CW) r4 X LLJ L) 3 U) 01 ORAS F- 00 5 C/ zh vz /_ 9!_: 0. y-j6z" CY20 ly LLI 0) tD LLI M 7-up CONNECT EX OFF - SITE 10" SD TO NEW STORM DRAINAGE SYSTEM LL SET BENCHMARK "B": 40. z CHISELED SQUARE AT N.W. COR. OF ELECT. VAULT ELEVATION = 22.37 ].0 C% 4 to 4 FT HIGH 2-1 BERM i/ Ex INLN ET 14 1 -STORY ALUM. SIDED AJOB NO.: WA BAY' GUIUDING / 1' r C990570- 01 DRAWN: E)( Ce TYPE I LPL CONNECT EX OFF -SITE GRAVITY DRAIN00CHECKED: NCL/SCP AND 6' AND 8' FORCE MAINSTONEWSTORMDRAINAGESYSTEMDATE: El'bX EX C8 TYPE 1 ` 4April08, 1999 TEm28.75 SCAL AS NO 01 S H F F T H - MW# 4j4*\\1 A/C PAVEMENT APR 1 6 iggg DK 'C C jKj-=126EL.6827 / ECONOMIC DEVELOPMENT, L'" ENT,TE=22.31 UNAND NEIGHBORHOODS, TE PVC: 21.95 << HW= 19. 1 ECBTRSTRATEGICPLANNINGC12 NORTHWEST 1/4, SECTION 8, TOWNfiHIP 23 NORTH, RANGE 5 EAST, W.M. 0 y a,,\ GARAGE FOOTPRINT f , A/C F.Pk., a i./ II ®\ co-TE ffi84 -20.44 20 ci r \ GAR 4GE LEVEL=20.0 '\ \" Y b \ , \ 5` \ I1 20.5 r /r D f d , Nt PAiIENt //n I ////// !r 7 D///// 7/ D //n o////q ///// / J SS MH #8 - ETMiFRBOfI - , Y\, BUI DING ' ' _ , . •> -;/ --; - BUILDING 'B' \ 'S`'-' _ .:{ x--- \, -: , 64.C.WTH ; wLA \ PoM 25 4 TE RG 2, _ \\ GARAGE LEVI) = ,; , , GARAGE LEVEL 2C.5;' 1._•., I `, IE 20.10 (OUT) _ l d"Al1E CONIC. BLOCK BULKHEAD ,ra"- ' L Nc PMflIQT cN/ 1 IX 1.0' CONIC, RET. 9AYL / i f\ ,1 \ ) / j' / \ ` i _ . -- C PA1fOQlf PMFNFM A/c PA1790R f/ b f i/. GARAGE GARAGE DRAIN MAY - TPPoNT? 1 END OF PIPES NFIF . REQUIRE PUMP TO WOOD on B02 LYE UMN-17.9 As OF 3-15-119 RETAIL SPACES MAY REQUIRE PRIVATE GRINDER PUMPS TO SEWER MAIN EX 7WDE CCNC, BLOCK BULKHEAD Ex 10' CONIC. RET. WALL- 1 WOOD BULKHEAD \'. 1E-2003 IE-195(1'M) 1 PAWEENCH \ OLD PILES TIN MEA _YL INTAKE EOUPIENT ON CONIC. SUB n I BPCENCH + x i o CONCRETE SCALE 1n =40' 20 tor/ PARK r 4 r 27, i 1 3 TOP ---7^- .. :..., .: ..r ..... ...:.. 26 7 h\ i III I \ MAY HMP BEEN AEAIOND SEWER MAIN = f r .~<` FIRE LANE T di.- LLJ r X SS MH h, BUILDING 'C' WURi4IE=T7 82 OLuzo 0 {, L x , iuiGARAGELEVEL210ui mr172 Y- i WRIM_28.0 GARAGE LEVEL=20.5 _- MH 37 (OUT) , i = ID //// ' -- *,`• / t \ `` i ' / /' L`,1 ` ^. RIM 28.0 - PRIIIATEMOS EASEMENT M ' UZ ... - C -`' /\ %' EGRESS d UnMES MR RIE° ,, I\\ BENfirr OF PARCELS A i a OUT) i ^'.9J SS MI 1 II V,;,. fYM=28.0 i 3 I , / "! ' / / i ,,' oe{im1 YE` i + G] t// - /' / ZI GARAGE FOOTPRINT \ _ uIE19.35 (OUT) I I v v / MH 7 V10VASSII111 / RIM 28 0 IE=19.10 (IN)GRAVEL LIP IEi19.00 (OUT)- SS MH #13 BULL I '3' . e RIM= D NG IE nz1 b N GARAGE LEVEL=23.0 / i '' BUILDING '2' - - ',' a Nt PAVEMENT\ \ \ GARAGE LEVEL=23.0 / ' /' G < MEWBUILDING0 i W GARAGE L-VEL=23.0 - SS MH #4 \, RMi28.0 GARAGE FOOTPRINTilk I 60 (OUT) X v, " V 1.02AF• NIA IA CBj rp // 1 //// p ///,.,(•///////// / A/ ///// r // n /J //n /,/c' ab \ / TE 233 'PIC= E SS4H WVL f \ E=I - 22.48 IIB(B' CB O + JJJ 22 STpf( ff- u `IEE- B'NN BLK Gum 1gBSL'` O "•'. + w Ex CB TIP[ I \ ti / \ / qftEG E% NET \ / O. 7 8. i' J1 -. Jt ' .. AVF \ \_ 1;mO2•S \ SS I 1 I B# 3 RIM- 23.0 E _, rn CAP AND ABANDO EX SAWAR Y:SIDE SEWER . p _ L c O PAS; f r1 { m_ / IEi15.71(IN) 4, 0.( eoV P a rn 1A'' R;.W, •}s t3A4 (N r, . r_. %4 E.F ,.:±.:,. j' • IE= 2o. B \ J- O Lri Iva.. D 1 G&,a EXITING SIDE SEWERS TO / IEi15.61(OUT)Q` w V l.. N-(, rn 3> EVIAOYI POIE/BDOw _ SS MH #11 11 \, \ / O if co E. , REMAIN IN SERVICE DURING \ , a M R1 26.8 \ +/ 1C.LF MX CONSTRUCTION. CONNECT \ PROVIDE NEW 10" PRIVATE SAWARY SEWER a TEX E5 FIBER CABLE I .. \ B F- B \ O 1. D'aw O 1. I IE=18.30 (IN) / k \ \ ® O o E _ TO NEW SEWER UPON - \ MAIN A MIN 10 FT FROM EX 10" WATER MAIN Q c N N I }' / R/R SMRCH STAND IX I IF- 17 i I DISK IN,/2NBW> ' "; COMPLETION. ABANDON ' °° _'E \\ \ IN NEW OF -SITE EASEMENT Z IE18.20 (OUT) y E E., , 6`NdeYJi yvv z a i 8„ SEWER MAN IN PLACE SS MH #2 \\\' \ tkFlIDt2•._ C) l l +` I\ / I \ 5' c.RW. .4 \ \\ / \ 2 / j Lu W RIM=23:2 \ \ Y`` 600 eEnlca 1 v sessaset 9698'(t)iDol'(pt) - 1mom h- / / ,c I / e , / / ' \ FR. a•nsW \ \ ii NEW 15 WIDE SANITARY SEWER EASEMENT / PIE= 15.36 (IN) \\ \ P LLJ Z 1, I'CONTAINMENT°IE= 1526 (OUT) < \ \ 0 w l UP i r h / / 1 TE'' f ' / A/ C WWHIEM EXISTING SIDE SEWERS TO C- REMAIN IN SERVICE DURING \ \ \ \ 0 / a o 0 38( fIEE•Y°.26 ICI T' / O w.w. IE: 2p0:16(1D 'KEEP R' CONSTRUCTION. CONNECT W 1,, TO NEW SEWER UPONLu p t.G. l' 1 v 1 COMPLETION. ABANDON NG" JJ 8" SEWER MAIN IN PLACE \ \\ \ \ / SS MH #1 ' o Xuj GRAVIB'\ \\ \ RIM= 25+,uj WW'EXvy VIE=13.76 (IN) P LLI a O0(( IE= 15. 66(12 dSYQ 1. /i / .,` i - 1, / \ \ 1 \\ / Q I v' N _ _ E=.1 B l \ \ r IE 13.66 (OUT) / IE=15. 1 12SE) 1' LLi Z sraaE tip a $ \ ssLw(R +\ j i / C) d H Z #Y a tt ( VAULT \ / / //? r^-- LLI U /' / f \\ \ i/ / F- , \ SANITARY SEWER NOTE vv a N SS MH #12 SS MH #1 AND 32 LF 10 SEWER MAIN \ E / \ RIM=26.3 \ / / TO BE OWNED AND MAINATINED BY CITY OF RENTON POLE BOW / / sy) PEI , ¢ • E- m IE=19.30 (OUT) / / JOB NO.: 01 71 TEE - PAS ry 1 / I w/ 4 wi /--rvC Sig' PE&R d 'AP TE-2231 II P,C• 21A6 4. KC ybp, 855 ( NC PAVEMENT CDOED STORAGE it •// CONNECT TO EX METRO SS MH a;/ lj FOR 96' EAST INTERCEPTOR ' '/, "' 4 Q E%CEI 2875 I jj // C1R.C}WI.=Ixry5(RECORo) TE-2°.T NO E-23. 25 IE=13.5 ( 10' IN) IE=10 5 ( 96' IN/OUT) ' . / E %10 11 j;/ APR 16 1999 g ECONOMIC DEVELOPMENT, Dorm NEIGHBORHOODS, LIME Ex ceYPE H AKIn STRA7FGI^ PLANNING DRAWN: LPL CHECKED: NCL/ SCP DATE: April 08, 1999 SCALE: AS NOTED C13 Ee,r49- oaf NORTHWEST 114. SECTION 8 TOWNSHIP 23 NORTH- RANGE 5 FAST W M I, I JI1IK;IE JIN EX 0 WOOD aJLKHEAD TE=20 03B., !(4*PVC) END OF PIPES N N.F., - NAY HAVE BEEN REMOVED HI-MW17 TE=21,5!820*21TEPVC CONCRETE PAYEMEN1 C-1720 -%, 5 o Jl i LAKE ELEVATION = 17.9 AS OF 3-18-99 a a PAIN IIIBOO OLD PILES THIS AREA YL lNrAIT EQUIPME10 ON cw_ NAB PAW Y. wo 0 20 40 80 4 YL MEM SCALE 1 =40' PARKDICH EX 311 E CONC. BLOCK BULKHEAD A/C PAW" EX 1.0' CONC.RET. WALL GARAGE FOOTPRINT HC-NW15 3. if' TE M=20 44 Ao A, GARAGE LEVEL=20.0 k, Tn' FF-X5 A/ C PAWNENT HC-wI TE 20.18 TE PIAC=19B8 U WATER BID JWDE CONC. BLOCK BULKHEAD EX 1.0' CONO RET. WALL— 1, 0> 64AA(S: XW11 39 (H[A) 761.4r _41, ICE FIFE LANE N0 uj 0 _j 7z 0 7 0 0 W X, BUILDING 101"WATER u cn41", GARAGE LEVEL=21.0 Lu uj 0 1Z uj 710 GARAGE LEVEL=20.5 LLI uj PRYATE EASEMENT FOR INGRESS, OF 1ARZTAPERLDTUNEAUWTZGLr Y 77 j GARAGE FOOTPRI14T C0 a: LU o0, r BUILDING ' 3' GPAVEL GARAGE LEVEL= 23.0 BUILDING '2' GARAGE LEVEL= 23.0 \ .v -! / // ,'' % Nuk ajtorc BUILDiNGT >O0GARAGE I CIMI =,Y)f) LL u Z GARAGE FOOTPRINI — TIC I GRAVEL B; TYPE I 19 3 2 12T 12j TE P211WE)( SSW TIE 22.0 E=18. CC CB TYPE I TE-22. 00 2-5W C BLDG y CONIRDL HOUSE' V 0 GRAVEL SET BENCHMARK " A": 21,z PE 1 TOP OF N.W. BASE BOLT OF TRANSMISSION POLE EX rw ,E 20.97 8. 20.11, NW IE=21.73 \1 IE= 2 ELEVATION = 25.10 EX INLETT ET TE=2196 E=20: 011E CONNECT TO EX 10" WATER 6S) CON MEXTEND EX WATERSEWC; II/ /-VC. U. MTH TO NEW 10" WATER MAIN I.O' BARB WRE EXTEND C, W ETONE It0 R/R SWITCH STAND74 TE-23 20 C14 C14 IE=17. 1 3'C. R.W.- Lu 1-STORY Lu CONC. BIX Ff.EL= nM CC OIL TANK .. RE/\// GRAVEL < 0 LL] '_u 4 A/ C PAVEMENT C) I - STORYAb O• =\ / / / / I \ \ \ \\\\\\\\\ \ \ \' O / / O Q EX 3 CONC BLDG Ar- T1= 21,21 *HIGH VOLTAGE AREA',, NX 1KEFPOLrr, EE=2"01 810 CL C= LLJ Z XT, CAPANDABANDONEXWATER UTILITIES vv cn 4 a // r / A/ I' ?\ i _ GRAVEL 0 IV Ill- co Y= = = OoFYgyTIM-2-11 Lu (7) LLI 0 z up 7— il— Xmm, _jcomooCnLLI LU j 1 / SETBENCHMARK " B"'• (R CHISELED SQUARE AT N,W. ELECT. VAULT fi s ` / LL1COR. OF LT\ / \ \ 1, j ELEVATION 22. 37 _ Z, < C14 cf) LF E' / r' / r /\ o o 1.0 JOB NO.: C990570- 01 41 DRAWN: TIC WATER LPL EX CB PROVIDEDOMESUPCHECKEDSERVICE TO EXISTINGBUILDINGNCLSCPE% S9A19(NEI O F. ATE: April 08, 1999 E--I 8iEXCBTYPEIM. FEC)RD) v TE=20. 75 REC A LE; N) 5/8' ROW CAP HC-MW14 NO E=23. 25 AS NOTED TE- 2231 rE PVC = 21. APR 16 1999 SHEET A/C PAVEMENT DEVELOPMENT, HBORI-100L)s, ECONOMIC ' N TIG COVERED STORAGE STRATEGIC RATEGICIL-,NNINGLINE EX E TE= CIL8T7yP 16.62C1.4 1211 — 7 - NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. RETAIL SPACES MAY REQUIRE PRIVATE GRINDER PUMPS TO SEWER MAIN IXnu=x.3-ca IX 1.0CON- ;ci Nlu If ICY u 000 9.A1o4,D IE•t00J E- 19.18(r71C) pw ODCH1 // an Km ne ru n 0 4K Ealrlert- N CAEG 9N PMN , n 0 20 40 80 wm K on NOTE SCALE 171=40' RESIDENTIAL AND COMMERCIAL WASTE LINES WILL REQUIRE EXTENSIVE COORDINATION WITH DEISGN/BUILD MECHANICAL x - N ; , \ l} TO ACHIEVE GRAVITY FLOW TO SEWER INVERTS v/ F F-20.5 GARAGE FOOTPRINT \ i L\ ^ w 20 10 rrr r , GAP GE LEVEL=20.0BOX f, x ` • TAID 1 F F-20.5 near AS OF 3-Ie-99 z --- _/ ' r. DI om BUILDING A = ` . t BUILDING 'B' GARAGE LEVEL.-20.0 Y GARAGE LFVE- 20.5 _ a E mN-.ALr.E, ,, / ,: E20.10 (OUT) 'i 0 3'vt now \. ABC PA,41Qf E% 1.9' CAN- LET. trl " / ` — _— N - _ r 1 C . r / i ,i/. / ,`i\ • •. , ., \ \ ;.. \ - _ _ `d/ j Stec. ;- — - , -- -- — \ - •--/ ._- .-- f i i \ - GARAGEDRAINMAYk- 10 r r 44 1 - - REQUIRE PUMP TO GARAGEDRAINMAYz : • . _... _ --- --- —' - _- -- -- _ .-_- GEEOOTPRNT1SEWER MAIN REQUIREPUMPE1100EEifiNEli. ... , PTO wr NxE EE+ IEHp9 „r , 1 - ,, - - ./ 11' .`, , - - -- - "+.''• . r SEWER MAIN , rr l x %'.'\\ _ _. __ _. rYG LANE d / \.. ./ /// tL L o i 1 J rt, x - a SS MH #5 \ 10 \ , x}' l / 4 y- E- n 2 (N) BUILDING C \'= o , r. L. r E-n12 CUT) i GARAGE LEa U Lu E•f ii 1 MH RIj GARAGE FV2O. 5jLu FE 01 28.01847SSMH # l 1 / ` 28.0 A - // I / APCaS \ i /1 1 y / P 1OLM r A i 1rAf r E-19. a5 \ r k) c j 1 GARAGE FOOTPRNT \ 1 hE-19.35 (OUT) -` x, SS MH oaa E- 1910 (N) LpE-19.00 ( 011ie r\ / SS MH #13 B LNG _ ,Pah- v E=n Y GARAGE LEVEL.-23. 0 i BUILDING, 2,A/C poem Nl_ GARAGE LEVY 23,0 >' / -9mr v BUILDING '1' _° y / / E l v _ = = MH # 4 sGARAGE LEVEE-23.0 SS \ `' O f p E- 16.70 ( IN) lGE i v xi uxri / t r l' r e E SS M,3 v v FN-23A ap h v r; \ J CAP APD ABANDON D( 6" SAMT&RY SDE SEWffi , r , 'Doff EXIBTNG SIDESEWS TO E- 15. 61(OLM 1 \ d.(, r"w D 'SW) PUA0/O.EIIE/BOOY t_, ' ., i SS MH #tI IP - h. , f \ REWN N SERVICE DANG E.e f v ' Q F#k268 i CONSTRUCTFOrI CONNECT ={ \ PROVDE PE1N 10" PRNATE SANITARY SEWER IX FW4PI4 CARE`' E-1830 (N) / TO NE SEWER UPON q 4 ;, —' \ MAN A MR 10 FT FROM BX 10" W: tilA1N f C f•I7 IvvvN NEW OFF - SITE EASBAENT / ! I ! ; I \. 9i; E-1820 (CUT) E$ N. ABANDON E. \\ \ n Q _ ,;' , Bee SEINER MAN N PLACE SISM 9 ' +6.00' - , es. RI AIC 5er1!'rET 951..Rih owm'(IgY 5 4 's / me lDc \ \ R • t j _ v ---. I / % Efll•il] I/) ItE.' 3/ 6 (Ny) \ \ `/ NEW 15 WIDE SA 4' EASEMENT 1 'C SIC PNfl4Jlf ( dn] / -Of / • 1V- Ni V ( \ \\ I ig r / EX1Si1NG SIDE SEWERS TO, REMA V N SERVICE DUANG \ \\ \ / ° E 1 —,//F, , a/ A / r 1_ l - - z, . t` -' .r rt / e•ni Io C-.i%! 111/h. I AAA ! 'l.Awc\.T e • ,,' I Iu yl't p W yyN ADvi,JiOi f sr S mm N P AcE v . v yv SS MH #1 5Y 1 e W \:m\ \\ \ \ E- 13.7 6Q ( I Oj ti / `i iEr E-1 W (W / V patE IF snl , `\ p' tW.R. OF ELECT. 't' r. i! 1' \ l j:f3. SANITARY SEWER NOTE U `, / '• ''•/ \ 88 M-I #1 AND32 LF 10 " SEWER MAN \ \ \ SS MH #12 ,a r' 4TOBEOWNED AM MANATHED BYCITYOFFEPITON \` \ C P IE-19M (00 - EX CO ryFE I CONNECT TO EX METRO SS MH y FOR 96EAST INTERCEPTOR CMj Ex• m E 1 _ r No no n / \ g w s/ r a® w k :w IE-13.5 (10' IN)) NVS / IE-10.5 (96' N/OUT) /. pX , : v 9• ,6'. r \ / / / .r.,acZs:,,,': _. _._ i., z3 ^:;..; v,. _ .-sdca `. , APR 1 6 '999 t a Nc PNENOR / / >9 tr ^ NEIGHBORHOODS, LK An Onr¢7Poromic EI7E OPMENT, Ig \ < cy 7.m - CC 1 1 o-- z Q Y a c d G rr Z I Z O00 LL Q L U z z O U z O o 0 LLI1 1 a O M a M 0 U O O 0cLL zz W Jz z z LLIw U O ZQ O n Z z LLJ u 1 (D Zcn F- 00 uLI M z U.. I V•' J LLl O J z ? - p a >— V c, LU Q CN Cn JOB NO.: C990570- 01 DRAWN: LPL CHECKE : NCL SCP DATE: April 08, 1999 SCALE: AS NOTED SHEET C1.3 v// T ! / / n , /•• NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. A m FF=20.5 cPw ww IDW OLD PEES rAS AREA ON pBENCH' 0 20 40 80 J V n\ / A z SCALE 1=40' PAW" o 1 TE PZC=' / r BUILDING 'A' ElM. -BUILDING 'By -lJ 4EXEArxiDX _ - \\ .. 1 GARAGE LEVEL= 20.0 GARAGE LEVEL=20 5 SAM CdG BIACK BUtXHEA ; t/ A/C -AVOOT i X 1.0 COnC. PET. uuA/C PAVE)ff j ,. \ / .• - ._... i `IAlt PAo94ir A/C P4'h?Qir I 25 I ' w GARAGE f END NOF P nMAY .n.r. FIRE LANE T . 01 j. W i ir. c r r T t I o o wA BUILDINGI CT W 10WATERs. GARAGE LEVEL m uj uj 1/' — j ;/ i cn o o, o \ GARAGE LEVEL=20.5 = P31 W y GARAGE FOOTPRINT 5 I BUILDING '3' ' GARACIE LEVEL=23.0 BUILDING 2 \ R / GARAGE LE VEL=23.0 BUILDINGa 1 EM GARAGE LEVEL-23.0 , GARAGE FOOTPRWT T Z2_ . ng ly EX SSMH YZ2YJJV9Y7 j V L/ =-J4 V 7ice\ j bs 2- 5-0 E.p 00FD' E'Hy) \` - V o_" j CominMOUSE E-20.1 6 6 / e/' / \ \ 4 p / 1 .{„rEF SET BENCHMARK -A-: E. rs " PE / TOP OF N.W. BASE BOLTEX r• ` -E 1 \ ` _-- . / IE=2n 7a!sh }` y q• 1 OF TRANSMISSION POLE r' IM1. ELEVATION= 25CS _ EX INO AV, BENCHMARK 3-1/ 2" BRASSDISK OSTAMPED CITY OF ,, _ / IE_ i CONNECT TO EX 10 WATER MAIN p RENTON BM•IN THE S.E. COR. Or CONC. BASE OF TRANSMISSION TCWER / \ 1 ELEVATION = 24.09( NAVD t98B)a EX SSMH t N 1 TE- 75.56 E.? CRAYEL a AIf conc uc setbst vsEu( q ow.OrtHW-- E1FCOtlCK i f r .- IF E. t.1 p BOk u -ow E .I J - /J s it / oo.l wem' 0141- Z TE 36n sue E;. w Pa; Sry 1rI .. LIJ CONNECT TO EX 6" WATER O Q 1 cn 1ACQ', F> E„T v 1, U - f Q LLJ v' ;511 E - IE• 26.1 'TI15.12Ftllrj /'y IE=I5.1 S( 12LLI SET air-- / - ,L b 1 U V/ Q `1 t/ SWl ao 'IOIE/ BOUT g c W/ - zy v REPLACEEX 6" WATER W/ 10" AND ' CONNECT TO EX 12" WATER MAIN T1W 5/8" HEdN. CN 4/ RIC CUT, CAP AND ABANDON EX WA ER UTILITIES EXTEND EXWATER SERVICE E 2° 5 TO NEW 10" WATER MAIN \ Taae•.a '\ TE \ i. - 9/R SWfCNSRA rE a 7 20 \ rt= rb Is.3oca v \ Mw- N Cac a5 2 kiPawi E- 21. 15 Lin % SET BENCHMARK -8': \\ SELED SQUARE AT N. W. R. OF ELECT. VAULT \ LLEVATION = 22.37 EX u 7 ` TE.} 11 \ \ 1-STOrti ILUL SDFD w DAM IX 4 „ rt' PROVIDE DOMESTIC WATER SERVICE TO EXISTING BIDING cmarn s10w¢ V ' - • A ate' /" ,, ;, 5 10. j a re TYPE I 50 APR 1 6 ' 999 E ECONOMIC DE\'ELOPMrNT NEIGHB,') At\D STFIATI C„ DOG LK - --- 4 Cx CB7 y \i` 52 E=20 E-1e. a aa0 Z JOBNO. C990570- 01 DRAWN: LPL CHECKE NCL% SDP DATE: April 08, 1999 SCALE. AS NOTED SHEET Q Cr cif Is NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. k WOODDOCK JWIOIF J" u f LLJJ X IX CB Z=7 \>! 1 VAPOR BARRIER CONCRETE SLAB VAPOR BARRIER PER SOILS CONCRETE H PER SOILS ENGINEERS W/ GRADE BEAM CONCRETE SLAB W GRADE BEAMT ENGINEERS RECOMMENDATION SLAB FF VARIES 20-23 RECOMMENDATION SEE STRUC. DRAWINGS FF VARIES 20-23 / SEE STRUCTUAL DRAWINGS FF VARIES 20-23 4" SCHEDULE 40 PVC SAND SAND PAWBm 1 0 20 40 80 N - ` v aar l_ OO O' OGG OOJ G oIbW211001Oo s 1 N 0 i cc) oU - IE=18.5 :vSCALE140 - FILTER FABRIC BARRIER1° , - \ v ` , ' " ;/i GRAVEL BACKFILL FOR SUBGRADE l \ `` h GRAVE_ BACKFILL FOR SUB SUBGRADE IE=18.5 SUBGRADE IE=18.5 SUB SURFACE DRAINAGE Tv A D PAS SURF/SCE DRAINAGE PER SOILS 4 SCHEDULE 40 PVC GRAVEL BACKFILL FOR SUB 4" SCHEDULE 40 PVC PER SOILS ENGINEERS 6" VARIESFF-20'S /\ C'A \ 'r RECOMMENDATION SURFACE DRAINAGE PER SOILS RECOMMENDATIONENGINEERS ti FILTER FABRIC BARRIER ENGINEERS RECOMMENDATION FILTER FABRIC BARRIER t = r r NOTES: NOTES: NOTES: atC. C-MW #5 u ` \ 1. 4" PVC SHALL BE PERFORATED WHERE SHOWN ON PLAN 1. 4" PVC SHALL BE PERFORATED WHERE SHOWN ON PLAN 1. 4" PVC SHALL BE PERFORATED WHERE SHOWN ON PLAN TE=20.84 `\_ TE PVC=20.44NTS 2. FILTER FABRIC BARRIER SHALL BE SUPAC 5NP OR APPROVED EQUAL 2. FILTER FABRIC BARRIER SHALL BE SUPAC 5NP OR APPROVED EQUAL NTS 2' FILTER FABRIC BARRIER SHALL BE SUPAC 5NP OR APPROVED EQUAL NTS HW=18.3f - _2SunsurfaceDrainageSystemAtGradeBeamCrossingSub -surface Drainage System At Cade Beam Crossing Sub-siirface Drainage System HC-MW#6 µ GAF4(LEVELm20.0 l - TE=20.18 °° °° TE PVC=19.98 ` \ HW=18.5f BOX FF-20.5 / < „ c P„ LACE DDATION . 17.9 - AS Qi 3-Il-99 / \ i\ t, 0w. BUILDING A R BUILDING B = HC-MW# - - o9 CONNECT CLEAN ROOF AND SUB SURFACE 1 GARAGE LEVEL-20.0 / d \ - GARAGE LEVEL-205 , TE 22.01 ; . p j, BUILDNG'C' ONLY. I PERVIOUSBIWBUlNFMTE \Y'=21 62EXISTING10 DRAINAGE OUTFALL IE-172077 pl c-17.20-, ` /l:// I E TPFiNTz , PROVDE Hdi FLOW BY-PASS FOR STORMS = wAEND OF GREATER THEM THE WATERI APPROX HIGH LAKE LEVEL -18.4± 4 CONNECT ROOF AND SUBSURFACE APPROX LOW LAKE LEVEL -16.4+ DRAMS TO BYPASS WET VAULT Ex 1 0' mrJc. PET. w_ HC-MW 7-A TE=20.58 TE PVC=20.21 HW=18.2t CO&OZE E PAVEM M wom p PU3 US APFA l OUALlTY DESIGN STORM S ! p rr11 ( t' O r I l o 11 \ o \\ 100FTX1 S® TO STORM F( v CONVECT ROOF AND SUBSURFACE DRAINS TO BYPASS WET VAULT BUILDING 1 GARAGE LEVEL-23.0 6'C Lf. 1, IF 0 m W Lu C0 I W J U Q J EL.=20.72 ; - \ - • s --, h A, :' NOT TO EXCEED EX{STNG N-A TE PVC=20.32 _; _ --- -- - - - A,E PA,fo I VC PAh,E}F ICUfENTLY CONTFIBUTNG T0-JOHM'S CREEK A/C_ PA14)Qd HW=18.6f .;. J 4 FT HIGH _ _ ; ; ; my •' -+ - ,; _ __ '`., - r TOP 26z.._ _ - -! • f _ 7I' ' I •. -,_ - i- - -_.. -' -- _ -- --- --z - -- , ,r1 / .ate'\ \ A r- kAar., Yb ... :, +,3 7 ,::mac. c..a'wi iii tom. , ._,.. :. .. ;kv FFE LANE. UJIiI , y f / 5tea. h 1 q r A, W W 44 T BUILDING' C n VGARAGELEVEL2L0 , w•.. ram.°-' - _ I W LAJl: z t i \ GARAGE LEVEL-20.5 ti„ E-1;` W z i Q FOR WGI / O ' Y A mess a FOR 1 t V = FT WEFV ` BF1161r aP P A a / PEw La l•f / a Q i FIFAT WATER i AREA1SEC1 USE ONLY M e II 1 z 1 , Y oor PROVIDE WET VAULT OR CATCH BASIN L ire WI DOWN TURND ELBOW FOR z a ATER SEPERATION j- BUILDING '3' = y - CMAI GARAGE LEVEL-23,0 / BUILDING ' 2' , r / GARAGE LEVEL.-230 290 3 - / WED* WUBG CONNECT EX OFF-STE°' \ GARAGE FOOTPRINT '' 6" ANDSTORM DRAINS z i TONEWDRAINAGESYSTEMC-MW# 3 TE=22. 64 \ / _A . -11 ' i O E PVC= '4 _ = ' a B = 19.422. ' / 2 FT FKH 31 BERM 1E-7213 + aeu.iwuss x<ws - A TE s9- 22.48atIE•17 a CI a ilwa t 7-slaw ixim0((e•S.1 ,F> \ 7 / / XWFA maw SET BENCHMARK > A': / Q Za \ % - a nziK' \ ' ; TOP OF 4 W BASE BOLT EX N2T HC MW#2 E• aonP \ A aP OF TRANSMISSION =•^LE E:1s \ ; TE-22.35 E,pwP IODATION = 25.10'~\ TE PVC= 21.93 -11% O 0 . g FS NOcrHW=19. 4t APPROX 200wa cot,' 1 FT HCi ROgCERY\, 1 / j CL HC-MW# 1 r \ \ p E- le O O ROUTE P NG Es N O TO WET T. TION / TE=22.04 w w nAwD \\ \ Q 7 U N WI IBULD MECHANICALTE PVC=21.83 E•17, b¢ ' i Z Cow- imawa Exiasuwawa \ \ \ O / Z y WMANEwf / \ / 1 I I EXISTING OFF-S[ TE DRAINAGE SYSTEMS ccw km 00, AM WWI AND TREWARY AREAS TO BE V / a•/ p a oo/ 1 TE- 21 ias.. ;±-._. - [ t m .. ;tia`Twr 3''>aw^5C - -: 5 / \ \ \\ \ LL. - W71 Yaura ArFA• \ r• CC I I ' EX N IV L. l.l CONFECT EX OFF -SITE 10" SD TO iEW STORM DRANAGE SYSTEM uj SET BENCHMARK "8•: CHISELED SQUARE AT N. W. I / - l /. ' O O COR. OF ELECT. VAULT < LLI I ELEVATION= 22. 37 \ \ .. r / / t ' I / J 4 FT HKGi 21 BERM 2114 J08 NO.: 01 b \ \ / / ,' / / 1h / i, \, f DRAWN: TE•°m ' CONNECT EX OFF -SITE GRAVU DRAM / / 1.' - ' '1 LPL CHECKED: AND 6! A NpD8' FORCE MAINS TO NEW /' ,' ' _i, STORM DRAINAGE SYSTEM oY1 DATE: 9.14m's ! J Exmcl April 08, 1999 o-. AS NOTED L75 SCALE SHEET APR 1 6 '999 W o C\ MIN#4 NE PAYgpj JUQ22.31 _ ECONOMIC DcVELOPMENT, PVC=21.95 ' ' y / ' NEIGHE? r?4,o r h=19.1 t \ / \ E- mp t AND STRATI , i ' dl tiG • v \ titcy c.ta.et Cr 9 a 7 a''J TOPOGRAPHIC SURVEY COUGHLIN PORTER LUNDEENk , ! Z- I-.,, - U: \99036\XSUR.DWG I LL. Ld Qf x I i I : -. - I I I . a_ _., , .. -, - , -.,_!, ,_ I z _. . Z, TOPOGRAPHIC SURVEY 1--1-- l------1.11-11--.---,,--"-,.- Z"--,----.,.--,--,':-",--,- ---,--,.--,,,,--r".ll--,Z-I---1-1---,-,,r-,"-,,-..,-,-,.-,",---,'.--".-, - --___ _-, T--.-, _,_--_-_ - -1, I - -- - -1-1111- ,- - , __. 1___-- - - , • -_ - - - l----_-", ___,_-1-__-,.- . - - -- , - - _ , ----- 1 ----_ 1-1-I'V-1- -- -____;1_,_,____.- —, ,__ 1. - , I - vl - - - __-: --- -_ -----_---_--- - , ..--___----,. 1-1- _ - z __- - - - - _1-1-1,.__ , -, - " ___---_._1._ - - -.--. - __ __ _ - - , - a - , - -- ,._,.---'-_--- _ - -11. 1-111" -.11.7--l' -_. - - , _"1,_----_ 1--1--1___,_,__ - - -- - - -Ot-%. _..,,_, 1 1__ , I - - - SITE NOTES DESCRIPTION: PARCEL C: 9. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: 17. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, PARCEL A: A TRIANGULAR TRACT OF LAND LYING IN THE NORTHWEST QUARTER OF IN DOCUMENT: 20.03 ZONING: THAT PORTION OF GOVERNMENT LOTS I AND 2 IN SECTION 5, TOWNSHIP 23 SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, BETWEEN: PUGET SOUND POWER & LIGHT 19.18(4'PVC) SITE IS ZONED -IH- (INDUSTRIAL HEAVY) NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, AND ALL OF WASHINGTON, INCLUDING WITHIN THIS TRACT CERTAIN PORTIONS OF LAKE COMPANY, A CORPORATION RECORDED: JULY 26, 1984 DIRIPILINE THOSE PORTIONS OF LAKE WASHINGTON SHORE LANDS FRONTING THEREON, WASHINGTON SHORE LANDS AS SHOWN ON SHEETS 3 AND 4 OF THE MAP AND: PACIFIC COAST R.R. CO., A RECORDING NO.: 8407260401 SAND ZONING AGENCY: ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: PREPARED BY LIDO HESSE UNDER KING COUNTY SUPERIOR COURT CAUSE NO. CORPORATION IN FAVOR OF: CITY OF RENTON, A MUNICIPAL I ARK CITY OF RENTON 156371, MORE PARTICULARLY DESCRIBED AS FOLLOWS: DATED: OCTOBER 9,1941 CORPORATION I- I I . BENCH DEVELOPMENT SERVICES BEGINNING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1, SECTION 8, RECORDED: NOVEMBER 18, 1941 FOR: MAINTENANCE, TESTING AND i 1055 SOUTH GRADY WAY TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., SAID POINT BEING THE COMMENCING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1, IN SAID RECORDING NO.: 3204562 INSPECTION OF A FIRE MAIN WITH RENTON, WA 98055 NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8; SECTION 8; PURPOSE: A SPUR TRACK THE NECESSARY APPURTENANCES 1 6. 1 (425) 430-7200 THENCE WESTERLY ALONG THE NORTH LINE OF SAID LOT 1 AND ALONG SUCH THENCE NORTH 88*51'05" WEST ALONG THE NORTH LINE OF SAID LOT 1, AFFECTS: REFER TO SAID INSTRUMENT FOR 1 C. yI_ LINE PRODUCED WESTERLY 955.21 FEET, MORE OR LESS, TO AN Y PRODUCTION OF SAID LINE, A DISTANCE OF 10- AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: THE EXACT LOCATION SETBACKS: INTERSECTION WITH THE WESTERLY MARGIN OF THE RIGHT-OF-WAY OF THE 960.01 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THEjvC, " 6'4 , r9, - S" CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. NORTHERN PACIFIC RAILWAY COMPANY'S LAKE WASHINGTON LINE, THIS GTON NORTHERN RAILWAY (NORTHERN PACIFIC RAILWAY BETWEEN: PUGET SOUND POWER & LIGHT 18. ANY QUESTION AS TO THE TRUE LOCATION OF THE LATERAL 1m x1> CURRENT SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING BEING THE TRUE POINT OF BEGINNING; COMPANY) RIGHT-OF-WAY; COMPANY, A MASSACHUSETTS BOUNDARIES OF SAID LAKE WASHINGTON. I \ I/, I \1 1 DESIGN/CONSTRUCTION OF EXISTING IMPROVEMENTS. THENCE SOUTHWESTERLY ALONG SAID MARGIN OF SAID RIGHT-OF-WAY 1827 THENCE CONTINUING NORTH 88'51'05" WEST ALONG SAID WESTERLY CORPORATION II , CRETE FEET, MORE OR LESS, TO ITS INTERSECTION WITH THE SOUTHWESTERLY PRODUCTION, 761.39 FEET, MORE OR LESS, TO AN EXISTING CONCRETE AND: NORTHERN PACIFIC RAILWAY 19. RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, IF inef - -: FLOOD ZONE: BOUNDARY OF TRACT NO. 6 OF LAKE WASHINGTON SHORE LANDS AS SHOWN MONUMENT, SAID MONUMENT BEING AN ANGLE POINT ON THE NORTHERLY COMPANY, A WISCONSIN ANY, OF THE PROPERTY HEREIN DESCRIBED WHICH MAY LIE BELOW 5r \ " ... 1, THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED MAY ON SHEET NO. 3 OF MAP PREPARED BY LIDO HESSE AND FILE IN CAUSE NO. LINE OF THE SHUFFLETON STEAM PLANT PROPERTY; CORPORATION AND THE PACIFIC THE LINE OF ORDINARY HIGH WATER OF LAKE WASHINGTON. 16, 1995 COMMUNITY PANEL NO. 53033CO664F, AND IS SITUATED IN ZONE 156371 IN THE SUPERIOR COURT OF KING COUNTY ENTITLE SEATTLE THENCE NORTH 43'06'56" WEST ALONG SAID NORTHERLY PROPERTY LINE, COAST R.R. CO., A WASHINGTON D6*D- "X". AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. FACTORY SITES COMPANY, ET AL VS. ANNIE J. ADAMS, ET AL; 680.06 FEET, MORE OR LESS, TO THE INNER HARBOR LINE OF LAKE CORPORATION 20. RIGHT OF THE GENERAL PUBLIC TO THE UNRESTRICTED USE OF ALL I S" THENCE NORTH 33*11'40.4" WEST ALONG SAID SOUTHWESTERLY BOUNDARY WASHINGTON SHORE LANDS AS LAID OUT BY THE STATE OF WASHINGTON; DATED: NOVEMBER 9, 1943 THE WATERS OF A NAVIGABLE BODY OF WATER NOT ONLY FOR THE 1, HORIZONTAL DATUM: OF TRACT NO. 6, 1374.54 FEET, MORE OR LESS, TO THE INNER HARBOR THENCE SOUTH 46'52'27" WEST ALONG SAID INNER HARBOR LINE, RECORDED: DECEMBER 2, 1943 PRIMARY PURPOSE OF NAVIGATION, BUT ALSO FOR COROLLARY 1 1'BASED ON CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-176-LLA LINE OF LAKE WASHINGTON SHORE LANDS AS LAID OUT BY THE STATE OF 607.89 FEET; RECORDING .NO.: PURPOSES, INCLUDING (BUT NOT LIMITED TO) FISHING, BOATING, - I WASHINGTON; THENCE WITHIN SAID SHORE LANDS SOUTH 43-06-56- EAST, 717.73 PURPOSE: RAILROAD TRACKS BATHING, SWIMMING, WATER SKIING AND OTHER RELATED I_ CWD. ' VERTICAL DATUM: THENCE NORTH 45'45' EAST ALONG SAID INNER HARBOR LINE 975 FEET; FEET; RECREATIONAL PURPOSES, AS THOSE WATERS MAY AFFECT THE SAND RENTON DATUM. THENCE SOUTH 44'15' EAST 680 FEET, MORE OR LESS, TO A POINT ON THENCE SOUTH 14*3I EAST, 741.50 FEET TO A POINT ON THE 11. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: TIDELANDS, SHORELANDS, OR ADJOINING UPLANDS AND WHETHER THE DR __ (51 , CITY BENCHMARK NO. 2118 - 3 112" BRASS DISK STAMPED 'CITY OF THE NORTH LINE OF GOVERNMENT LOT 1, PRODUCED; NORTHWESTERLY MARGIN OF SAID ABANDONED BURLINGTON NORTHERLY LEVEL OF THE WATER HAS BEEN RAISED NATURALLY OR ARTIFICIALLY I PARK RENTON BM' IN THE S.E. CORNER OF CONIC. BASE OF SOUTHERLY LEG OF THENCE EASTERLY 765.50 FEET, MORE OR LESS, ALONG THE EXTENSION OF RAILWAY RIGHT-OF-WAY AND THE TRUE POINT OF BEGINNING; BETWEEN: PUGET SOUND POWER & LIGHT TO A MAINTAINED OR FLUCTUATING LEVEL. ALL AS FURTHER DEFINED 7-10, . BENCH 11N POWER TOWER. TOWER LOCATED NORTH OF THE ENTRANCE ROAD TO PUGET THE NORTH LINE OF GOVERNMENT LOT 1, AS DESCRIBED ABOVE, TO THE THENCE NORTH 14'36'26" WEST, 151.34 FEET- COMPANY, A MASSACHUSETTS BY THE DECISIONAL LAW OF THIS STATE. (AFFECTS ALL OF THE POWER SHUFFLETON STEAM PLAN AS SHOWN ON SURVEY. TRUE POINT OF BEGINNING; THENCE SOUTH 31'37'32" EAST, 138.74 FEET TO SAID NORTHWESTERLY CORPORATION PREMISES SUBJECT TO SUCH SUBMERGENCE.) li ELEVATION = 24.09 FEET (NAVD 1988) LESS THAT PORTION OF THE ABOVE DESCRIBED PARCEL DEEDED TO THE MARGIN OF SAID RIGHT-OF-WAY; AND: NORTHERN PACIFIC RAILWAY lit A/C PAVEMENT BOEING COMPANY BY DEED DATED FEBRUARY 11, 1966 AND FILED FOR THENCE SOUTH 50'51*48" WEST ALONG SAID NORTHWESTERLY MARGIN. COMPANY, A CORPORATION x ", % _k.,., I AREA: RECORD UNDER AUDITOR'S RECORDING NO. 5988091; 44.69 FEET TO THE TRUE POINT OF BEGINNING. DATED: NOVEMBER 9, 1943 I " r , * b, - . _ 1 11,27MI/ AS SHOWN ON SURVEY. RECORDED: DECEMBER 2, 1943 r\ti -_ ". " ALSO EXCEPT THAT PORTION DEEDED TO THE BOEING COMPANY BY DEED SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. RECORDING NO.: 3352229 1. -, , . , ___ SUBSTRUCTURES: DATED NOVEMBER 30, 1 UNDER RECORDING NO. PURPOSE: A RAILROAD TRACK CD.', --,,',- . I , BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED 8812140278 TITLE REPORT REFERENCE: xl(5,' . * 1 . , BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE THIS SURVEY WAS CONDUCTED ACCORDING TO THE ABOVE DESCRIPTION, EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, I ", I FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. PARCEL B: FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT IN DOCUMENT: I 1:, 7t I,_-,"' - C. a 1 L 0 1 / : . FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO A TRIANGULAR TRACT OF LAND LYING IN THE NORTHWEST QUARTER OF NO. 377186-5K. DATED JANUARY 14, 1999. THE EASEMENTS SHOWN OR I . 111, / ; I I I ',,' SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, NOTED HEREON RELATE TO THIS COMMITMENT. RECORDED: MARCH 14, 1968IDESIGNCONTACTTHEUTILITYOWNER/AGENCY. I I 1 11 " I ,,. .1 I G*C.C. WASHINGTON, INCLUDING WITHIN THIS TRACT CERTAIN PORTIONS OF LAKE RECORDING NO.: 6317510 f, - I UTILITY PROVIDERS: WASHINGTON SHORE LANDS AS SHOWN ON SHEETS 3 AND 4 OF THE MAP NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT IN FAVOR OF: CITY OF RENTON, A MUNICIPAL I -1 t / DIIIII 2a-- 1 / f \`1 , 11, . DRIIPLINE PREPARED BY LIDO HESSE UNDER KING COUNTY SUPERIOR COURT CAUSE NO., SHOWN OR NOTED HEREON CORPORATION O,C.-, SANITARY SEWERS, STORM DRAINAGE, WATER 156371. MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR. RIGHT-OF-WAY FOR ROADWAY ANDI II - ` - . I * A/C AVEMENT - , I . --r Rp:,O!; RELATEC IJTILIT I-, 11 I TITLE ,EPCR ;r ` ' L - - EP' ,- PURPOSE'3 r rll'."" - - I DEVELOPMENT SERVICES t-uMMENCING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1, IN SAID A[ Ir cLTS. REFER TO SAID INSTRUMENT FOR r ,'x _ - 11 " - __ I 1 1055 SOUTH GRADY WAY SECTION 8; 7. COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS AND/OR EXACT LOCATION 1`1 - I 1 RENTON, WA 98055 THENCE NORTH 88*51'05" WEST ALONG THE NORTH LINE OF SAID LOT 1, EXCEPTIONS CONTAINED IN INSTRUMENT: I - --- ( 425) 430-7200 Y PRODUCTION OF SAID LINE, A DISTANCE OF 13. A RECORD OF SURVEY RECORDED ON MARCH 16, 1984 UNDER I I . ( , 1, 1, 960.01 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE FROM: PUGET SOUND POWER & LIGHT RECORDING NO. 8403169001. 1 i 6 r_LF. W! l - -- 1, ID I 8 . 1. POWER AND NATURAL GAS GTON NORTHERN RAILWAY (NORTHERN PACIFIC RAILWAY COMPANY I" I 1.01ARB vmm t 1. ar. 61C.C. 0 1 PUGET SOUND ENERGY COMPANY RIGHT-OF-WAY); RECORDED: 14- A RECORD OF SURVEY RECORDED ON JANUARY 7,1988 UNDER 1 - ` MUNICIPAL LAND PLANNING THENCE CONTINUING NORTH 88*51'05" WEST ALONG SAID WESTERLY RECORDING NO.: RECORDING NO. 8801079004. I I PRODUCTION, 761.39 FEET, MORE OR LESS, TO AN EXISTING CONCRETE815MERCERSTREET I . _-_ . " SEATTLE, WA 98109 MONUMENT, SAID MONUMENT BEING AN ANGLE POINT ON THE NORTHERLY 8. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, 15. A RECORD OF SURVEY RECORDED ON MARCH 8, 1988 UNDER RECORDING 0 , . . TREE DRIPLINE - 11 \ 1-800-CALLPSE LINE OF THE SHUFFLETON STEAM PLANT PROPERTY; IN DOCUMENT: (UNPLOTTABLE) NO. 8803089003. 18,11 - (206) 224-2120 THENCE NORTH 43'06'56' WEST ALONG SAID NORTHERLY PROPERTY LINE, I 60'#ADE ROADWAY EASEMENT I!"Ll., - - - , III i 1 680-06 FEET, MORE OR LESS, TO THE INNER HARBOR LINE OF LAKE RECORDED: JANUARY 2, 1929 SAID SURVEY AMENDED BY AFFIDAVIT OF CORRECTION OF SURVEY % PER REC. NO.6201854 14 1 }_ TELEPHONE WASHINGTON SHORE LANDS AS LAID OUT BY THE STATE OF WASHINGTON; RECORDING NO.: 2509416 RECORDED UNDER RECORDING NO. 8807210427. 21 I U.S. WEST THENCE SOUTH 46*52'27" WEST ALONG SAID INNER HARBOR LINE, IN FAVOR OF: PUGET SOUND POWER & LIGHT 16. A RECORD OF SURVEY RECORDED ON AUGUST 30, 1988 UNDER % % I i I LOA GROUP 607.89 FEET; If CITY BENCHMARK NO.211&- Sf, ____ , PO BOX 625001 THENCE WITHIN SAID SHORE LANDS SOUTH 43'06'56" EAST, 717.73 FOR: TRANSMISSION AND DISTRIBU_HON RECORDED NO. 8808309006. 1 11 % ,rq 3-1/2-BRASS DISK STAMPED -CITY OF REN Em. EIVIH i, I - 1, C PAVEMENT LITTLETON, CO 80162 FEET TO THE TRUE POINT OF BEGINNING; LINE OR LINES / SM ON TOWER TE= 2.iO . I I THENCE CONTINUING SOUTH 43*06'56" EAST, 215.18 FEET; AFFECTS: THE LEGAL DESCRIPTION 11 I IN THE S.E. COR. OF CONC. BASE OF TRANSM DIRT ec,• I . - I \ I THENCE SOUTH 4I WEST, 116.87 FEET; CONTAINED IN SAID EASEMENT IS Cx a. a- 11 I % / ELEVATION - 24.09(NAVD 1988) 2 2 % I I I ro THENCE NORTH 141I WEST, 244.87 FEET TO THE TRUE POINT CF NOT SUFFICIENT TO DETERMINE IT p p j I I / I * I 11 \ ., I I BEGINNING. FYA('T I n('. ATION _WITHIN -Alr) _PPFWr- _ 0 0 1 I `' DIRT , - 11 N . - I—- 11 ' 0 45- 1 DRIPUNE -1 M.- - I . I III % ROADWAY EASEMENT I I*-- - I - C, , 8 C.C. WITH It PER REC. NO.5317510 W-4 __ __ _--___ I " - 1 11000I OUT. \ I He- MW#e * , 11 , - - I I I a'D. . : . It 1000NC. OUT. % E 1E.C.C. , _,6_._ * I j - f . S*C.C. WITH % Z22- -- .\1 , ( 11 EL- 20.72 I 0 , W. IV. " % I _/ - v I. , . 1 / I , - 1 I - . If III III W TE PVC-20.32 I 11, . 0 * it. / I i I 't, / DIRIPLINE / / / /-SS11H cam, I. 22 , / , 14 FND PSP&L \MOJ I ) 77 .1 7 t, If a ) A/ C PAVEMENT CB TYPE I . r/1 I 11 TE-35.56 1/ - ___,_ IV - - TE-23.34 1 A/C PAVEM It FND 1/2" REBAR & /CAP IE-? 1-, Y7 % I - - - IE- 22.04(6 I' I - 1 % LS # 15023 IM ORPLINE IE=21.64 O"E) ___1 I ,. " C.C. I I _- ;, / IST " , 4___ / C PAVEMENT , I _ - 4 .. 1_ 1, - 11 1 14 I ,% — A 8"C.C -..--,. "----- I I - -1 21.90 A/C AVDAENT I , - , - % I I = I I. D 11 D.W) 1 ..:_ . 1, , A, C PAVEMENT TREE DRIPLINE 6" C.C. 1 - - _- 1 I " . ,e I / I I / I 1 - ' i 16,C, . - , I I . 1 - 1___111 I IE= I 9.2 5 S) 11 \ " - . PARKWG I , , - 11 . - 11 , A - li 11 / I CITY OF RENTON MOW. I -1 _: -1 Iq_ i - - - STALLS I , I ,-- I , 2rD E-1 - '% - I - - 4!E.C.C. -1 I "_ I ., I - - I — I It /! NO. 71 NAD '83'91 01 , __ - " 1 1, -C 4 __ - I -04 - I I `' -, , /BOOM 2 __ I— . _ 10 - i 17 ,_ -,-.--,.,-, ( PARKIN STALJLS) ---- I - ( PARKING STALLS) 51193- 5) * - \ -' , - D. - \ I / -_ I _, 11 - I . - - I - N 186463.14 1 -(R)-, - - 7k I, 11 - 7 1 --- - 0 1 1 1 ir I----- i - f It 0 1.. GRAVEL I - 1 II '- - ___ - ,_ . ,eeE -1 - I ---- I - ---,__- \ I - I I 4 So I - ,_ xS a, . - - .C.C.- - I 191c, I - - PLANTINGS wI IIII E 1304865.19 1. - , , I I - _ j -_ 0 . --- - - ,__,-:, - - I / I I FH - - I i , - 4- 1-1 , E-C.C. I , - _,&,z , uu";. _ ---- -1 , 1, - 11 I , I / // 1 II 11, = ., I_;i,iff! _-r— _ , -!__-_171 Ll tEE9- - AN:n-\ SIPN , /jnp 1 -_-.26- fl, 1 - _- W o -- ' , . 021rD. _____41_ * ; -- m2O*D. ---- - -- - V, - I - I : - / .... 11 j \ I I 1-1---- I ____ 026' D. • 1 -_.*24-`B,-.—_______& - ----.- *18'D.- - ____ __! 24*D. ,10*D. 0i , Lo p) - -- I i - , _____ ___-MM 7&-l"LAINVIN - -- '--- - -- - - - ----" --- -_ _ -,, - ELIE I I 'So- I_ == 7--- - I 7 GS__ i L 7 a, - , I , 15 I - , %, , _\ - _--- it'— f_ -I ------------ -_ - - - -44; 1. 4 7 _ I GRAM I I I CAL I .. I ,* 1 , , I 11 . WC.L.F. WITH - x - - - - ---.—. i= ____ _ I - , 1. - I 1 SIM G S, 4 HUA) N SDMH I 1 0 IN . \ - - ___ ___ -Il__ — _. \ , I - Box 11 4. ' C) 960.01'( ",\ z._ 1.013ARB VARE -- , •- - i I - \\ . . 5 N.F.I.F."_--*b.Le / TE= 21 74 \ V, " 1% -,, Jij _:. I --__ - - 1_ __ - - - - __ I- - - - - I I -- -_ --- _ - - - - _:T - - - . 11 - I -_ - -_ - GRAM - It .— . , 7 , \,, I , I N _ INLET_ I - _. - - - - - - GRASS , - - ,-- - -- A , Cj V,IL V \ - ! 731 ,jl . I I --- DIRT'( _ ll 41 GRASS . - - , - .-, __,_ - __ ,: T I - . - NO.LUA-98 176—LLA , 1 - \ - -- 22 1 . SIGN, m-_1 - \ - - - I i--F- - - j - OP — - — 1325.28' 101 .82 1 _ND C, FIPE III - 1.t 1 323.45 5 4 EMH . I -Ti i \ , `7; lE= 20F,77iC-SE, - ___ _:f m--------- 4i" __ .----. ______r_1_.= ______AmmmW__ __ 1 _-23 le \ I / , - 1-__ - — - — - — -** 41- — - iiiii . " II6 - __ - ,_ , , . - GRAVEL -A Ir ITE = 21.9 9 1 __ - \ . _ iT=- 7'-' _11 1 -- . "*-k ,, % ,,;, . - li '' - .1 / — . - 24 ,--- -7 _r . i -1 /101\1 L, . - ,I, - - _____ f4ll *,CB (R l' 11 - i . I -J I I - <:, I==- 4 1 8 \ C - , . / _ 11 I 11 ,,, CIB ( R) - r, — N. FJ.T-.__,__,_, SIGN 1. . z __ 1t7;W --- -/8 9 iW" . : __] I" \ _ 7, ___1t__1*.f, ___ - _, I . -, N89*33'1 5"W SHED \ --*,_-__ " - . I , - N.F.I.F.' It III , . _., — I, - , \ I 1-- A PAVEMENT I - _nt kl -- I F, Ii F. FJ3_-MJ8 N1:1 I ; -,- __ - I I ___ / 2648.73' 24 IP (G"Hv- I `INLET . : 1"`f`\ , - II11 \ 0 TE - 21.71 \ I- \ ,< I --- . -_ - ---,-- _ 7 -_ r- -.- __< 711 x t 11 6 . . - + - : - TREE PUFK \ !>-%, . I 11 . - _ - - wvkzz, - DIRT : I I ev, \-"t I I I IE=19.81 , 24 ___ - 25___,,' , , / I I C W,fi, , -,.?,OV 1, - 1 1, - - 11 " / Ih. Llo. e_ 4 , ,'If 1. -_ \ , -4m-I _ET - __ 1=Rm — — , -_ -'I---- 11 rm- z - \ , 6- I . I , " - C, -, _- - ,- / 1i I . _j r, 11 =21.73 ; - A/C PAVEMENT v) A/C pA , I __ I 1 . -- . . I \/ __ -, % 4 1p I N -20.63 of-t q I - — A!"I, : I CITY OF RENTON MOW. I \ -, CRASS A- n I It . 4 - \\ , J, i4011' I ; , Qp 4:, \ 1 1_ I _,: 11 I,& - 0 It Z. 1 ME11 I 1. _ V - " GRASS I N 11 It - Olp = 36. 01 NO. 57 NAD '83'91 11; I . i - I I 11 O? r i N 186452.87 1.t, ,c, , I It" A/C PAVEMENT ii, i I . I gitr-A 1:1 .? I I . . I l'o , . F' 1I., I \ , 1 i I.- ., ;:. R= 1 88.68 1 i I - 1 1 i 41" I (__ _k ; GRAVEL 0 1 v)•"I. L401-0I ., I - ;Lr , I - 1EXPOSE I \ i / I / ! I I It E 1306190. 40 1 1`1 I ,0 ) - I fib -- -_ DRAIN I \ a Iff , .. -1f, I . - L = 1 0 .7 83 " It 6, 4 1 0 I , ,10 \ ! I z .. . .1 11 24- 1m 1 1 \ ,--15- ODE FIRE MAIN T ! . 10, I GRAVEL BLUSTER OF ELECT.\,CONDUITY I I I II I - , '' I . i I . I / ) r' I T = 04*1 1 i - - PERREC. NO.8W40 "41 A/C PAVEMENT PP TO CONTROL BC) I- I l I r . . I \/ ' 161 I S lv -, . p I - . I . I \ 14, / I t_ I . / 7 1 11I * I 1z r. V_ / r, I . N 11 , ; ! - , I w S I : . 1- 14L ! ; 0 , , q , I ; I .. / \ I v y .!, !I % - - _ K4"__ I - - PA SSIMH I I , Y t:e _1* I - - I , 1\ 11, 1 TE=33 20 1 \ " ,C . "'r -11 - t I Dmll I I t ; I I \ 6 I !_ L _______ A =M NUMIM" NG . II I i: ;: I -1, . I VATOIR I I 1 r, 3 , C4 i __ -Pt) S Brx - A ,- , p ADOITI ;: ii i; 1.4, . , -1 ; I . I . . I !;! , ' " If . I \ / i I I 1 ! 11 I! H1. - IE, 41,4 - - , 1 0 IE-15.35(12"N&SW) ,. , . I t 1. 1 f I I I . __ .. I "I-, / \\ _\ . I I If m 11 1. IE=1515( 112-SE) 12'FLOW LINE . I * . . . 71_ - -,, \ -1 I -111111I III 1: . , I . ; I . I I - I I !I . t - S) I : 1 / I I Q I _ OiL/WATER I ! \ \ ! / I I I I r 10 I 44 13 31I to x I . I . I : I I I , rE= 22.5(12-14) I I I I I t DETENTION VAULT` V - I I i / / \ \ / / , - I .. P _ f '\ - ",,' , , 1p! I 10.. 1 (p ; / k, " I N - . -, ,p / I I iN \ I . 11 1 .) , , C_ E I I i I , ' 1po - k INLET \ \ \ \ GRASS - !I \ (f ' I li- - OF I I - , , ; 1 7 I , 1 - L I \ N I - .. A GRAVEL , \ 1 , 0- I t I Ili 11 , _ , I 03V TE=21.73 . \ \ I I I ... \ 4'p '% . 5I5,- ,,, / \ AS // t I I % - IJV IE- 20. 11 \ I N 0 C. W%t I / , 4, i i ,_ / \ - L I ____ GRASS I ) I t \ I ltw, i, 1 1 . I 2 4 cc) , - _** " _-_j - I __ I I .. 5 1. I. I I FH TE-20. 35(6-SW) \ \ \ \ , I,4 9 I I N \ I i I / < . I - f",- ' '-I" ` L : :.' * - I - ,, 1 0.0 I SI \ - , / \ \ I In t ,, z 1 ,; , -%,',"'_ _ i W ,;I I I% 01 \ \ I - - I i I I 01 \ _ \ " - ., . - , I I I I't i INLET \ \ !I \ \ 5- 1, Irc. Iz - it I, I I \ ,_ 11 ' L' - -_ I i O LN 0 , / \ \ / _T,* L I 10 '\, - -r. / RAILROAD PO!_ E/ BOOM - - I E., i .$ . - " L 9 ,21.94 \ \ CB (R) L I 4. / TE= 21.8I - 9 - I . _t \% LL( I i , I / 0 . VATH * /% 1. '.- - _---.- I , 8 . I I : Ii ,Z 2 *% \ ,j , .I.....1- ` . - , 1. ': H 11 \ L: N RAJILRO e 11 - I I I , 11' 11, > \ \ IVIBARB VMWtE ,, L CSIGNAL P,, I I I I i 11 . / I '. \ Irl Dp I I I1111 __ / \ 11 I ,L/ I '. 11111111111111110 I I I . 1 5z. -- A , 'VI 4 -_!, , / / / " L \ I rl. . 11 I I - 11. / \ \ I l \ ', ,_ Z7 - 111 / ' 111 -, z _ ^ I .01, I LL, , I I I I I i i ,1 , Ao r - x , I FH 11 I I III. / cloq '1___** 0, I I I I , I I I I I / , / \ \ 1; . 1 x 11 - I Ill I i . - allFC8 (R). / - / \ \ I. / N - S I TE ------ I DIRT 40/ I I )I ..0' 1, GRAVEL . I I p - I x " z N.F.I.- , e / \ I t I 1, -, / \ I I I III l,' 11 I \ / / \ FH , I I q ! - - - /__ - ___ EG_ % IT IN rA \ X/ / P - 1) , , 1 I \ 1< 1 + 1 — ,-; \ / I I j k ; - \ "') , 11/i - 15b I 40 6 1, () uj_.%Q , , L v - X . I i z I .. _10i, po I , fpcl It) 11 I .1 - 4y 1 II , , , /, .- '9 r - ,- ONi , / /L 1 I I q4 t;,f,, / - .0 - 1; Z,- , . I \ < q - GRASS AVEL" 0- N I NEW PRIVATE EASEMENT FOR :4 2-- "I / I I I q . . - I UTILITIES FOR I e i ; I 1 1111, 0, I Ir 111- I \ , di . ET ON C. '11I CPO " INGRESS, EGRESS & U " rm, : I EV , --%- i ,O__ L: KOULRV, I I , - 0 qr _\ - GRAVEL THE BENEFIT OF PARCELS A & C I It TE=, 4I I ,. Itf, \ I 111. 4 '. 1 PER LOT LINE ADJUSTMENT / It - " !; " , / Q MrA. / PAVEMENT 4-,-- f, I ! CONC. ,PAD < Tpj I L' I , / \ \ I 11, -ff - I / ___,- ' r- It p h, I 11 z . . I 11 i , 1, I , ,, I 941 VICINITY MAP I " , PAVEMENT I % v:!p I -1 , 0 CON I I I I . 1 > , . 3, 'DIA. R/ R , \ III I., -_ " , DIRT I II1) I .)-* I 8 _/ I \ ,., , I I BOX M; 1 . . I I kTYP .- ,, i, I - I " 1. I / '. I I I I L t & 1 60 N N -4 - =_ v _,t__-TREE I F=- I II I I II I I I r- I %\, " flio- L T LNE ' et D4* - — I PSP& L Mok__ Al I I I : I if - i I . TURNTABLE L .1 -_ 3c"" _ z .i 6 <-, . I 1., 0- I I I _; I . t - ' 6L) MH \ I I NOT TO SCALE I — v QN I '. . 1, I1 I - IE-22.4 -1 - , / , ! "I T 01 I I \ , p / -1 I . I I I ./ GRAVEL : /I . 1 _*61 4_ 1 ; I IIIL I It \ , 6_ I % I I I , I _` *11II , \ / , - 151, , CR TYPE I \ I -_ i I .!,, *1 I L 1 I / V I I 1 F.S. - - 22.25 If/ . 1. I 1-1 .. ____ . 1 / I I . I i 11 . ERHANC, - / -, I ) I , , 0 e 6 . I , *1 li l - . / . ! -STORY 15 '; / --.-i te / / I/ Viit , , , TRENCH I WOOD COVER I ! I , 11 / . ,\ le / 1 1 / I 11 3k, I ,It, 01 EASEMENT FOR PUBLIC STREET / 7RUNE OW GROUND I I I i I , Ck , ".1 1 .6 _, 11 V , 11 1 , / / KETAL BUILDIM / / 1 1 tt . I ; 1 7. , & Y\ "I&P, I " .1 100' PER REC. NO.6201855 / I I 1 1 11 H ; 41, \-,,V . , I .01 / I _ _____ . 1_ / . IV - 9 I ffi 4 C.- I TE- 22. , - I I ORAVII I , .- / - / 30 , ,,< e I -__.__,_ . I I" . N ., xI % . % % , " . 1 I/ // III, ZU_5b b , , I . . EMH I . % , % " / I104 ,, \ -_ . ,," / - 71- 1 .1 . 43iE=20 * 36(12-SE)... I <_ % *% .1 / 2 1 / / I i IIL=ZZ.05 I AD I ill ) I I \ % -_-,- I / X I/ C.S. I - LRO / , 's-, I , , . - " , , I / / GRAVEL / - , ., - . I /. I I ISI - _rV/ EV 11 " \ , \ __ / 11 . , I / / I - - _"; " \ , - / - / " I 1 17A , 4? PVC-Z2. ,,, ., ", 7, , _ WAI1R A - I 1b D, - / I I CB TYPE If , . . -T4L= ,, I -, - rwf 0 . / 9!11 C 91 / C ; r . 4 a7i ,\' , /I / IILII i . ! I 1 v . ,\' 1, \ - : I / I 22 726! I I i , CONIC. PAD 8 TYPE - _ - 141 - 4j,"S*_ r1)fi_ _____ 11, \/ I . ----Ie- / PARCEL / I - nin 4 1 1 1 (TYP-) -61I \ TE=21.5 E=20.63(8:SE)' k \ \ .1', I / , -, - I / / / , I / / / t i I I 10 IE=20- _\ 111 =20.Xt% Nt-) __11 RAI AD It . / I \ 1, I I -,: , - 1 = 20 ... 3 3 (I Zr"N , e<1 TRA \ 1, , :__11 / 105,327 sI / "88.68 / 67 1 41 , III, "'. / ; 7.&:_:, - - R=1; I e I it / & " - .1 11 - \ " / // , / I , - I I . , I , _- \ ,_ A I z .1 / 1 \ 8.98 / 1, 1, I I I E , / I Iq , - \ -0 _ p_ k , I \ I / 11 11,111. , q If I , I L < 41?, IR - * I 2.418 acres L= 56 / I III 4 < 91. 1 / / VV - - . (02 CeTYPEC, MH - •I& df. I 5, '. I - / " I , - D t' o = 2 3`d'3 2 " I I I TE- 20. 96 ,- I., 1 22.25 '- . I I I 'C_, , . GRAVEL't \ , / I/ /11 \, / / / I 1-1 NTAIK E . - - *\Q*;- I < , , V_ I I -1 I 11 % I / / / , / / IE= 19.86(4"N) I 11011 H , - 4 \I-- " I : FD. EkST. R TR oc CAR Cf / , , I/ /" I TUNNEL '. - . C_ MW , - 1, -DRF N24, " \ , ' "I " / /., IE=19. 76(4*W) e I TU j - V I / / fR, _ I "-, , . TE.27-, - 9, / ; I. / QUA \ 20!WIDE PRIVATE EASEMENT FOR / / R= 13 88.68 / / I I e \ , . TE PVC 90 ' ,j ,C * . I \ , / INGRESS. EGRESS & UT1JTIES / I E , ;, ,,, 1 I \ \ V, / " " / / \ I A/C PAVEMENT 22 = 22.2 &' - 6 I /'i \ FOR THE BENEFIT OF PARCEL A / 11, -1 -, / /I L=608.32 / 19D-- ; , I EMHIcq I / ',; ; ,% Ir' r 8 \ \ PERLOT LINE ADJUSTMENT / 1/ I / g-- & : I ii - " , / 1 . 7,11ijilTE-')- . 49 F 4 4"\ . / / S_ / <) // 11# I I . ! . , / DELTA= 25* 05'55 / r , / I p : I , CB TYPE I * ' - "0_7W : 7 ogI? It ,. i_ It I44-, I 1 1:91 0 \ I 1+ . // 11 - / / 1 It, _ . i ,%!. 11 I . I I I I ,/ k / I , ' I , LK I$ I I _ , / ., -! z 112'CONC. WALLTF=21.48 -, ij 1144C.O. " TO, "I', \ 111 of . / I , '_ -20-18(8-N)' v I 00 / / 114 \ - II ;I' GRAVEL I , 1117_ 1 " , / I MH I Ili 'ki; 7 , -,.- > __ I \ , / / U / I / I ! I NI I 6'CONC. RET. W de I I TE = 2 2. 06 - t. l- - .2 " I / / / / I I V_ S. I / / I 1%,I, i I I !!! C , - -1 k4_: -., 1 i ! , I _, 1: . TYPE SSMH k I . r " / I , - , , , L ! I I I ; I q =22. 1 " ;, " // / '// / I I ; if - P-" NS-1 I I 1-IN / I . CONC.TRMCHW/ODNC. 4 . - e 4) - ! 11 TE=22.48 , \ GRAW , / . WATERLINES BELOW p IE= (S"NW) 7. ,, L \ - , I " / I' ll, i . 3 6 <,,. I , , 7 ( " E) :E: 17.88(8"SE) r, \ \ i I ;v ... e , \ IE= - \ T I / , . /_5 , 1 iI . / N., I I I- C.; 011 If . E is 18(6-SW) 1 \ I il , .1 I.1 e / S. \4 " , ,1 I I - 0.1 1E=I8.78( I5-NW) \ - . / , / la X SETBENCHMARK *e: / ,! I , I I r-- YLI \ CB TYPE I(SOLID LID) 11 \ It * / " ,> 't /I I I r> N o,` " I Y_ I <\ z Ev TOP OFN.W. BASE 801-T OF TRANSMISSION POLE / ,- / / I .. \ 16 IR . GRAVELINLET TE=21. 95 C8 TYPE I e I \ I , . ELEVATION - 2&10 I/ / VEL *It/ .1 HC- M TE= 21.73 . IE=20.25I TE=22.27 -SE) " % \ I % 1, r. / / / IE= 21. 03(2 S) IE=20.21(8"NE) IE=20.97(8 , / / - E_ IE=20.87(8-NW) p\ \ / / N , I \ IE= 20.38( 6-N) " , ,i, , // / SMH / I .1 I . 013ARB HIRE INLET , "I I \ , 0 - 1 11 6 TE= 31. 01 / I <1,11 I EMH \ \ > 11 , / - E= 18. 41( 12" I I IQ) TE= 22.08 TE-21.96 V11 / 'SW I \ N _: / I : E= 1 7.zl6I ) - CB *Itj VALVE IBOXi' t,Dl I 71 IE=20.86(4 E /10, \ \ \ // / IQ, / / It 11 I , F TE= 19 98 .1 I I ro INLET IE=20-86(4-SE ) ? " \ ` / / QN 11 / I I IE=18-' R 14, Ax 11 13 \,\, I : . \ \ I / / / . I r S) /, I I 1, I . "TE= 21.68 - SE) IE-20. 66( 6" W k,\ I \ \ ) I I, \ 11. N- e.\\ ll - 1 RA SWITCH STAND \\ - \ I /< I I ' k 10 I IE=20.18(6 _- Z\ It, V / 7 , * \ / / / / I / r. 11 - STORY CONC. BLDG. _,, R\ \ . / / / 11 I __ I % " 1 _ 1> / I I . F. Mi-2LI511 /I \ / I - I C.). . 0 \ / T --- . GRAVEL \ \ / I1_ j ___ - / / I- 1, 112- c ", >"' \ / - / p 1. r. / I , I 11I I IV 10-0) lr\, 4 " / / le \\ \ \ a I/ / ,; 6 SSMH / / \\ / I . / \ / I G P% )k * t : I r r-. !' " 1-I " I ul .. -,___, . TE=23.20 / 01 \ \ \ 15'WIDE FlIRE MAIN EASIEMENT I / , E I / \ PER REC. NO.8072W401 / 1- 11 I \ I I -_ - - M. -_- - IE:16.qO(s"W&Q / / \\ I r. " IOILTANKENCLOSURE/ I I 1'\ \ \ / x - 74 E17.10(6-N&B S) / / L, .. . -1 CONTAINMENT .1 I.,., \\ \ •, a / 40 0 20 40 11 r 160 1 '. "I . CB ) I . .11 , `,_? " \ \ " / I I I r Nt; 11 " * A/C PAVEMENT , " \ \ \ / // I --mmmrmmmi I / 111. C5 1 I I - . , 1 t I G tf I / , ( N FEET ) 1 ( INV I - 1 , 1,e , I 11 I TE=21.26 / I / / , , \ , I \\ \ 11 / / I hmh - 40 1111. I 'I,1 I L '41 . 1, . ,_ . IE- 20.36(8-W) / / +5r / / N_ .- 'I.- " IE= 20-16( 10 ) .1e / / 11\,\ I \ \ I 11 ql;z / Qj X I / le 7 \ , N11 I , G I I ie," It - II / / ,>1 GRAVEL ,\ \ I / t1p, I A op 11 1\ _, I -"-- INLET / / / / 5r ,\ \ \ , , II / / 11 I I ,j TE- 22.45 / / 0" ' " / . 1 1 \ I / / '\ \ 1-01 I/ / fill I I IE- 21. 45 / / \\ / / .._6 I I ii . , / / I ,\ \ \ / / / I IIII q m / /f- \ \ J15 / " NZ t . I / / J!, ! I till .\ C05 / 1 11, 11^ 1 , p , !i / / / / I,- \ I 1. \ \ / / " / I / \ ' I.! I I I L I I / i 1> 11z : j ,. - I III 81 11 i I I / / / / 11 1-4rrmy , '', I I / / / /' ','Z I 10 :i HI If! / cam EJNL 1 1k i H LIC i. I / I I / / I . S LIFT I / / / SSMH(R -------- ,11 \x `b I Cj Ill / . , Ili L ,;HISETB04CHMARK 'B": / / N.F.If.. I I - i IV CHISELED SQUARE AT N.W. COR. OF ELECT. VAULT . / ./ lvl 11 Q_ / x I IIq,r I Al / \ I - ELIEVATIOIN - 22. 37 / / I 1 01 ill I 1iIlv., / 1. / 11 / WC.L.F. W! 19., - / IR Mi / // R= 1 388.68 I.WBARB T i . / / 0 m ,* 41 ip , , / 1 1111 / 11 , \ " ril, I , / / - '- 0 10, PAVEMENT \ I III / L=39.34 k — -,. I / x I I ! 11 / / _0 fl . 44141 I 1I 11, // .// , LLL 'J'. 0m,:p/ _1 ./ ao, / 1 Nv Del to= 01 *,37'23 . * / ," ", Ab. I`',I _', \ ! I " i . I TE= 22.14 / / / •I/ I " FOG U / I IE=20. 04 / / / . / I / , . , I / + I I.... - / I, ,; I 6 / I t 1\ ,*/ / / N/ I1 1 11 -II 11 11 i, \. I I- .,t C / '' j I / / , Ii / 12"=. / / jp I x11 , I \ . / /' N ,,,* - I 1 ` / - I \ rk", 10e / / / ., -%,\ // I I/ " , -SSMH(P / / I I q Ce / / <-. , 4 1. Lp __ . t / NFJ-F. I , I TE= 2t. " !i-` rt, \ / le ./ / 0 ! t p .. / / / . "I p " , CB TYPEI / 6\ 1110. .1 IN N "'. " TE=28. 75 I / / - I -0-1 \_ 0 / , 11 I z tr) m; ,_, . r 1 I / . C)/ / i . / [E=23.25 1, - I L / / . '! I 0 Z) I / . 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Z K 7" Ir i 9 R ll--,-"- Iil-",:t-.- VA;-_ I I - - - j - - 1 r drawn by !' che&ed by " i KJY JJM i 1 11111-1. --—Ill, soale date In 9 I1 =40 i 3 8/ 99 i V job m It Z - ,- p. 1 z%.. 4 ,-,,, - ,,, 0 j 3 0 sheet I Of Ed- r- '? q --0,2- 7 LEGAL DESCRIPTION PARCEL A THAT PORTION OF GOVERNMENT LOTS 1 AND 2 IN SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON AND ALL OF THOSE PORTIONS OF LAKE WASHINGTON SHORE LANDS FRONTING THEREON, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., SAID POINT BEING THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8; THENCE WESTERLY ALONG THE NORTH LINE OF SAID LOT 1 AND ALONG SUCH LINE PRODUCED WESTERLY 955.21 FEET, MORE OR LESS, TO AN INTERSECTION WITH THE WESTERLY MARGIN OF THE RIGHT-OF-WAY OF THE NORTHERN PACIFIC RAILWAY COMPANY'S LAKE WASHINGTON LINE THIS BEING THE TRUE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG SAID MARGIN OF SAID RIGHT-OF-WAY 1,827 FEET, MORE OR LESS, TO ITS INTERSECTION WITH THE SOUTHWESTERLY BOUNDARY OF TRACT NO .6 OF LAKE WASHINGTON SHORE LANDS AS SHOWN ON SHEET NO. 3 OF MAP PREPARED BY UDO HESSE AND FILED IN CAUSE NO. 156371 IN THE SUPERIOR COURT OF KING COUNTY ENTITLED SEATTLE FACTORY SITES COMPANY, ET. AL., VS. ANNIE J. ADAMS, ET. AL; THENCE NORTH 33'11'40.4" WEST ALONG SAID SOUTHWESTERLY BOUNDARY OF TRACT NO. 6, 1,374.54 FEET, MORE OR LESS, TO THE INNER HARBOR LINE OF LAKE WASHINGTON SHORE LANDS AS LAID OUT BY THE STATE OF WASHINGTON; THENCE NORTH 45'45' EAST ALONG SAID INNER HARBOR LINE 975 FEET; THENCE SOUTH 44'15' EAST 680 FEET, MORE OR LESS, TO A POINT ON THE NORTH LINE OF GOVERNMENT LOT 1, PRODUCED; THENCE EASTERLY 765.50 FEET, MORE OR LESS, ALONG THE EXTENSION OF THE NORTH LINE OF GOVERNMENT LOT 1, AS DESCRIBED ABOVE, TO THE TRUE POINT OF BEGINNING; LESS THAT PORTION OF THE ABOVE DESCRIBED PARCEL DEEDED TO THE BOEING COMPANY BY DEED DATED FEBRUARY 11, 1966 AND FILED FOR RECORD UNDER AUDITOR'S RECORDING NO. 5988091; ALSO EXCEPT THAT PORTION DEEDED TO THE BOEING COMPANY BY DEED DATED NOVEMBER 30, 1988 AND RECORDED UNDER RECORDING NO. 8812140278. PARCEL B A TRIANGULAR TRACT OF LAND LYING IN THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, INCLUDING WITHIN THIS TRACT CERTAIN PORTIONS OF LAKE WASHINGTON SHORE LANDS AS SHOWN ON SHEETS 3 AND 4 OF THE MAP PREPARED BY UDO HESSE UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 156371, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1, IN SAID SECTION 8; THENCE NORTH 88' 51' 05" WEST ALONG THE NORTH LINE OF SAID LOT 1, AND ALONG THE WESTERLY PRODUCTION OF SAID LINE, A DISTANCE OF 960.01 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE ABANDONED BURLINGTON NORTHERN RAILWAY (NORTHERN PACIFIC RAILWAY COMPANY RIGHT-OF-WAY); THENCE CONTINUING NORTH 88'51'05" WEST ALONG SAID WESTERLY PRODUCTION, 761.39 FEET, MORE OR LESS, TO AN EXISTING CONCRETE MONUMENT, SAID MONUMENT BEING AN ANGLE POINT ON THE NORTHERLY LINE OF THE SHUFFLETON STEAM PLANT PROPERTY; THENCE NORTH 43'06'56" WEST ALONG SAID NORTHERLY PROPERTY LINE, 680.06 FEET, MORE OR LESS, TO THE INNER HARBOR LINE OF LAKE WASHINGTON SHORE LANDS AS LAID OUT BY THE STATE OF WASHINGTON; THENCE SOUTH 4652'27" WEST ALONG SAID INNER HARBOR LINE, 607.89 FEET, THENCE WITHIN SAID SHORE LANDS SOUTH 43'06'56" EAST, 717.73 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 43'06'56" EAST, 215.18 FEET; THENCE SOUTH 4653'04° WEST, 116.87 FEET; THENCE NORTH 1,06'26' WEST, 244.87 FEET TO THE TRUE POINT OF BEGINNING. PARCEL C NORTHWEST 114, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY, WASHINGTON ce-solo TOP 20.07 CONCRETE INV N 17.30 DISCHARGE INV S 17.27 - ---- STRUCTURE CULVERT 10"CMP INV W 17.29 CONCRETE DOCKo INV 18.00 BOT 16.87 BULKHEAD 4 STEEL GATE P GATE I0"BTEEL INTAKE--.. __. - tR1 fUNTROL. = - ` INV 17 31 f" , EABIWE-T_3-)t1 S - —_ -=- -`-•. I i.'' ``•"_ `" Yam. T it !, • 1: SERVICE POLE / II; W/POWER SWITCH i Ii Z,,-POWER VAULTS I^\ III ' S i 1 ( I MH RIM CZ) 1 I + I EL 22.09 E z2 DISCHARGE TUNNEL I CB-2104 TOP 1 /• ' ` _ i - h / 1 ! INV E1.99.4t WOOD INV SW 19.71 ADDITION BOT 17.92 I A> 8 l PUMPHOUSE 3,705 sq.ft. mm W= GRASS GRASS GRASS. ti L6! l q ACCESS rip ASPHALT MANHOLE INTAKE TUNNEL ENTRANCE INTAKE TUNNEL I GRAVEL ROAD I I'A 47_4] I i OIL DOWNLOAD STATION CALL 2 DAYS BEFORE YOU DIG 1-800-419-4-5555 GENERAL INFORMA11ON BORING INFORMATION: OBTAINED FROM LOT PLAN BORING RECORD PLAN PREPARED FOR PUGET SOUND POWER AND LIGHT CO, BY STONE & WEBSTER ENGINEERING CORPORATION DATED NOVEMBER 13th 1928 TOPOGRAPHICAL SURVEY; DUANE HARTMAN & ASSOCIATES, INC. 16928 WOODINVILL -R M - E ED OND ROAD, B 209 WOODINVILLE, WASHINGTON 98072 HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM OF 1983(91) NORTH ZONE BASED ON GPS MEASUREMENTS TO NATIONAL GEODETIC SURVEY POINTS No. 0031 "HAFF" 1990 No. 0155 "PTB" 1962 No. 0049 "SUMMIT" 1990 VICINITY MAP NOT TO SCALE A TRIANGULAR TRACT OF LAND LYING IN THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, o. 6 6!opo leSTpP S •' •rn. Foy ° F!> WASHINGTON, INCLUDING WITHIN THIS TRACT CERTAIN PORTIONS OF LAKE A \ °jc %lot fol WASHINGTON SHORE LANDS AS SHOWN ON SHEETS 3 AND 4 OF THE MAP PREPARED BY UDO HESSE UNDER KING COUNTY SUPERIOR COURT CAUSE NO. T 01 ' 1 !?° 156371, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1, IN SAID SHUFFLETON SECTION 8; THENCE NORTH 88'51'05" WEST ALONG THE NORTH LINE OF ' ' s o sfo - POWER PLANT SAID LOT 1, AND ALONG THE WESTERLY PRODUCTION OF SAID LINE, A s9 36,770 sq.ft. DISTANCE OF 960.01 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF ' r OF g NO PARKING ' I O LOADING ZONE THE ABANDONED BURLINGTON NORTHERN RAILWAY (NORTHERN PACIFIC RAILWAY COMPANY RIGHT-OF-WAY); THENCE CONTINUING NORTH 88'51'05" 2 `'r W W I ,TOA !, WEST ALONG SAID WESTERLY PRODUCTION, 761.39 FEET, MORE ORyn?i> \ LESS, TO AN EXISTING CONCRETE MONUMENT, SAID MONUMENT BEING AN 00,'' o ! I ?Os? ANGLE POINT ON THE NORTHERLY LINE OF THE SHUFFLETON STEAM PLANT `9 fT .f RING PROPERTY, THENCE NORTH 43'06'56" WEST ALONG SAID NORTHERLY GyF grp°Pi I ( - PROPERTY LINE, 680.06 FEET, MORE OR LESS, TO THE INNER HARBOR LINE OF - LAKE WASHINGTON SHORE LANDS AS LAID OUT BY THE STATE OF PLANT 52ER %" \ WASHINGTON; THENCE SOUTH 46'27' WEST ALONG SAID INNER ' I ,y e>ss HARBOR LINE, 607.89 FEET; THENCE WITHIN SAID SHORE LANDS SOUTH 43'06' 56" EAST, 717.73 FEET; THENCE SOUTH 14'36'26" EAST, 741.50 d 6"PVC 6"PVc \. asPfwLr - 4- I ie s so o 1 FEET TO A POINT ON THE NORTHWESTERLY MARGIN OF SAID ABANDONED oT cB q ' o BURLINGTON NORTHERN RAILWAY RIGHT-OF-WAY AND THE TRUE POINT OFI,' I '6 BEGINNING; THENCE NORTH 14'36'26" WEST, 151.34 FEET; THENCE \ F F 1, ; I' SOUTH 31' 37'32' EAST, 138.74 FEET TO SAID NORTHWESTERLY MARGIN 1 T - ; Sul TOge! I ,90 Ji6e OF SAID RIGHT-OF-WAY; THENCE SOUTH 50'51'48" WEST ALONG SAID NORTHWESTERLY MARGIN, 44.69 FEET TO THE TRUE POINT OF BEGINNING. , tib m 99 o _ .__ TRANSFORMER STR LURE MMIDONED yb yF; > oT !6 eo l J4A SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ASPHALT w >b y'sosoy TCB 8ss ss I r-- -- \8, O > f i I J oF Lk O I pOi Tp , 4W 01W / C o EPE19 i D D °mob .? s I 1 pF ono - y p ,A> 6 !9pT lg 9 5> i ` 2 M 19 D o P UP _ - ° °< b ` e /f fAI N 5 spaces 6° 6'PVC c ° N s C OVERHEAD \ P - > 9 T 6 C 4o O c, qJp10 jc,F! 9oT sFoy?`! ir SS ?6Wg?W6DOOR OIbF 3' 1? RcB>?° s i' 6" C c '9KD s°S> o !\ D aCO ! mm Ik sT0 //° ° T > T1 11 °4O O FQ£p / ( 9q >yL ,y? A2 \ \ >Ty° e. F? Al O ASPHALT 9/. y o I 2 TRANSFORMERS > >j ?i Q Bl TO ! ^ !? !y OG — o ytiby"vy; 6 ! >s eG , $ eos o,, s ,,yb 2 s> f — 6 - ° >f 1p, !y ?i T6 ''' ° > Yb sF 6 n f s9 ss Oo °T `/ ?i ! sI`F>6? y - oB, rn oy B 2 s ?o % ` y yT9... ` "o; ! '6s o ,6 ,6 . 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DATE REVISION SHEET TITLE 1 ' V V SURVEY 6018 I01 JOB NO, LPL DRAWN: SCP CHECKED: 2- 20-1999 DATE: SHEET NUMBER C1 Lu a. ry LL Cn LLJ J Lu Z a 0 O Q O 0 0 O N it 00 OOD O NO D LU W W W-- W Ex 12"CON C W W W' 1ea s 1 EXCB j 1 F°, 6oro9e65 I i i e l SHUFFLETON POWER PLANT N 1200 i MATCH LINE - SEE SHEET 2 1 SEE MATCH is E_ a \ ae ry e.', N 1200 T- I 1 C I I COMMON / } I 1 I z ='o TRENCH I1IqzJa v ^ Jg,..04 r ' "*-_ •- .--. . x .. + e e." x 8.5 I 3. 9 Ex 12"CONC CB# 27 ,o 1owIU) REPLACE E . CB II/ 4 BENDS N TYPE CB. I I \ x EC B 1. THRUST BLOCKS '" 1r e F I ; e: a s . p01 t-- 22/2° BE 2z1 ,mce. .. e.; g1wTHRUSTBL `T- J 1 , c: o" >, a.e - Teiecot,or f F6„PERF CON Br IOOLF aIN FRENCH DRAIN C m Wi__. RECONNECT L___ li 12 Ex B"CONC m- COMMON- - NEW 12" FROM SE ---I N TRENCH- il_ L___ ___-- ' L T PnNsroRralR - oAo - 9 C v'- ao" d- amen EX 28"CMP / ENCASED IN CONIC CONG,,,.;.,, \ NOTE RECONNECT EX 6 PIPE FROM EX CB INTO EX 10 C B # 2 CB# 28 _.. .r.: CON. INSTALLI 1, TO N L 0. L =_ I 1_J__ i' I1 IN EXSf?I> _., I (> I2"0 i Ci -_ j - T =1 - r- ... - TO VV CT EX8"PIPE\_.. WTFALL EX C / EX 1 REPLAC WITHT1. I I 1 -- EXCBPLUG1G , ti i I I I I ( ? I PEI-C 1 I 1 I. 1 i I-- I ; F ST EX MH Ex CB--T'' 02_A Ex8"C E 1 Z1 I195LF12" CONC II/4°BENDS I% 8 EX8" CLAY ON EX C N I OOO t 1-J t G aTHRUST P N EX CO R CONNECT bEL. 19.1D _ @ 0 NC CB#26 EX 4' SD \a O " TO NEW CS O EX CE WITH X REPLACEEX. C B e .. EX CB L.19.00 _-------- - -- - o, \ n. r N 1000 EX 6°--j..-y i EX CB. Pam.. EX 6" x X i ` EX CB EX C ABANDONOoGJ _ b0ojo I REIMOVE ED PLUGX6OyIREDUCEW/ @CONCNAPLLCLARKFLOAT - - Ir EX C CONNETTO u ----\\JVALVE 1 AP CB#26hxPD1rnREC NNECT `'. Q I EX. SD I x WITH I LOATVALVEI I CONTROL EX 12" EX 12' HOUSE CONC ` CONIC CB# 131 u @ ENO EX 6° SD Y \ ra. e 5 6 zs. 1 PMPF EX CS PLUG FM'S IN x EX OUTLET COMMON TRENCH TO CB# 29CT \\ x s \ 4 / I -- N a x- X z SUBSTATION SlIC)P olw n nElkxx SWITCH Ulaa o E I w ( MATCHEX. GRADES YARD X 90 EX CO a a- EXEB ... I I rY 12'C, ONC EX8"CONC. 1 , SEE D-5424 FOR DETAILS uo ko L- a \ ALL AROUND 1 y a EX CP EX CB Ag i/ 6 ,I i // I iIn' t CB x X x X EX CB. W/APL VALVE u cj-EX12" CONC PERF oQ I / CONIC L EX CB F" Ex CB F7 / Cira I REPAVED AREA I x a_ k I N 800 I I.E XM 13.87 I X 6 GUARD PO SEE DETAIL I ABANDON SH 3 B FNASTIC x rn I SEE DWG. ..._.* 7 CB#E22 SH2 18LF6°CUNT I r45°BENb I @ I I x HRUST BLOCK SUBSTATION SI o-- -- a- P 2.5 a o PUMP STATION N 800 g ROOF SEE DETAILS DRAINS SH 3 P CB;15 X TYP3PL) ' PLUG SUB 45° BEND - EXC: .- o LE-8 FM 3.70 x SS-X- X--x-`% 20_ x-ss- - C8 9 ci yo C 8 # 2 I' i 145 LF 6° CONIC I % • o / LAY IN COMM 1 / TRENCH ., I110 LF 8PLASTIC FORCE MAIN---- 86 LF 12" GONG. CB # 13 29 @ 1 9b--_- I v o o C8# 2i 154LF= 10' CONIC. (al I % SLOPE 52 LF 8" GONG. 84 LF 6"CONC. - B 18-_----- a I % I % 10 LF 8"GONG. PUMP STATION N0. 2 ( ) % @ (y7 SEE DETAIL SH3 / I x fi t. EX CBPLUG\ OUTLET 8, EX SO TO , o RECONNECTTO REMAIN/ u ( PUMP STA # 2 \ \ G. iF CB # F16 G Qi ro _ f u ---- ---- C ---_ OgtC / a qo 104 LF10° CONIC l 0.5 % Z 8 o w CONIC c. 1 t\j 4 LF 6 y / max__` Ex C I ° vv? @ O- CB # 17I 94 LF 8". CB # IO ONC. 1% 7 ° 5J_" B#II i 02tr 1\ I CB #16 o --- 40 ------ CB# 13 / z COV/.--` Oh4o b 00, a oo It GO i- - CB+ f 15 ..- CB23 V' o r PX oyF OD CBaf7 CB# II' CBP4 [( AID1 w U N 600 CB# t24 a ------------- ^ CB FUTURE 14 TRANSFORMER I z - ------ 10 0 N 600 v TO- X a X'_ --_- x X--- WASHING' FACILITY SSEWERY I I/ t` rcl D i MON m •' C SHUFFLETON -.. CfiCH BASIN SCHEDULE x SEE DWG D- C.B. C. B. Coordinates No. Tyre North East Rim E:. -In,. El. -I.. Inv. Ei.-Out T_Remarks x --- x--x--- X / x OB # 12 i @ Test Transformer 1. Is 712.00 1330.00 20-00 17.34-6" W. 2. la 745. 00 1255.00 2-..90 ---- 17.90 6' S. Storage Area 3. la 698. 00 1255.OU 20.90 16.97-6" E. I6.80-8" W. Storage Area 17.44-6" N. 17.48-6" S. 17.90 6" N. Storage Area- 4, la 655. 00 1255.00 20.90, ---- 5. la 765. 00 1160.00 20. 90 ---- 17.90 6" S. Storage Area r------- 1 6. Is 702. 00 1160.00 20.50 17.28-6" N. 15.69 10' W. Storage Area-ro f 15. 72-8" S. `I - 7. la 644. 00 1160.00 20,40 16.18-6"5 16.01-6" N. Storage Area WASNIN', 8. la 577. 00 1160.00 18.50 ---- 16.50-6" N. Low Area @ Fen^= 9. la 765. 00 1035.00 20.00 ---- 17.50 6" S. Storage Area- 10. la 705. 00 1055.00 20.30 16.92-6" N. 15.00-12" W. Storage Area 15.i7-10 e. C- LAKE. La 647.00 1038.00 '.30 15.56-6" S. 15.39-8" N. Storage Area 12. Is 558. 00 1050.00 --..00 ---- 16.00-6" N. Low Area @ Fence N 4OO 13. la 742. 00 930.00 9.50 13.72-12" E. 13.47-12" W. @ RR Tracks 15.47-8" S. N 400 14. is - 610. 00 778.00 19.60 16.64-6" N. 16.47-8" N.E. @ Low @ RR Jct. 15. la 648. 00 770.00 19.50 -- 17.00 6" S. Storage Area 16. la 733. 00 835.00 1).50 16.60-6" S.W. 16.43-8" N.E. Storage Area 17.00 5" N.E. Storage Area PUMP STATION SCHEDULE shnftleron _. _ CITY OFRENTON REFERENCE DRAWING'. 9 7. la 700. 00 810.00 19.50 ---- is. la 732. 00 677.00 20.00 ---- 17.50-6" W. Storage Area 9. Is 593. 00 600.00 20.00 ---- 17.50-6" N. Low @ RR a Sta - Coordinates No. North - East RI>e El. - Inv. El.-=.. .Inv. EI.-O t Remarks D-5532 WHITE MAIN SHUFFLETON COMPL ll. Is 730. 00 590.00 20. 20 16.66-6" E. 15.89 8" W. Storage Area ti.06-6" S. 1. 742.00 842.00 20.00 16.33-$" S.W. 16.50 -'8" FN-W. F-5424 DRAINAGE PLAN, SHUFFLETON S STAT'FEB 2 4 1999 733.00 537. 00 20." 15.37-8" F. 15.20 10" W. Storage Area 12.61 12" E. - 798.00 568. 00 18.50 -- 16.00-6" S. New Paved Area 23. la 650. 00 475.00 20.00 ---- 17.S0-b" N.W. Storage Area 24. Is 615. 60 300.00 19. 50 ---- 17.00-6" N.E. Low @ RR 2. 743.00 U3.00 19.30 15.05 - $ S. 16.30 - 6" FM-N. 13.66 - 10". E. UUILDING DIVIS 25. la 685. 00 377.00 18 0 16.48 6' S.E. 15.81-8" N. Storage Area 14,02 - 6 W -- i 15.98- 6" S.W. 26, la 973. 00 473.00 17.90 Verify Ex 14.40-12" N.E. Replaces Exist C.. 3. `1245 00- 575.00 16.50 L0.75 - 18. S. 14.00 - 6" FM-N. Grate Inlet 14. 58 6" W ' W08701245 DRAINAGE PLAN Eva S . FromAbandonExS.D.PI E& W-8" ToN. P Moth- EX E: REV NO DATE/DESCRIPTIONS I 4-29-87REVISE DRAIN AGESYSTEMADDSH5 REVISION APPVL 27..-2 1129. 00 575.00 16.80 11 .89-18' N. Replaces Exist C Grate 12.56-12"S. W RePlacaN. S i-'7 4. 1323. 0031028.002 - 18 60 - Match Ex 15.00-6" FM-W Locate in L S.D I.E. Ex ca OIG APPVL` SPCC INSTALLATION Inlet""-- 12.56-12' SE. Wit Fra Ex.SO. 28. 28. la IOI1.40+ 648.00+ 19.10 Locnn ' NIT/DATE ELECT INI7/DATE, SHUFFLETON COMPLEX O O Ex 3D% Ia 1011. 00± 36200± 19. 50 15.32-SW-fi' ts.12 s€-9" wore Ell SO O O - O p cV/STRLr.- 3 INST/ CONT P1149A T & D ENGINEERING, DRAWING No REV N F 5173 LOc @EX CB 30. la1120.00 990. 40 18.60 16.10 - 6" S CO O N DFTG/GRPH n /r2y bi POWER DEPARTMENT BELLEVUE WA SHEET I of 1 WP 7- W aa L4cCeEnd Ex 6' 31. - la 975.00_ 1027. 00± 18.50+ 16.70 S-6' 16.70-6" IN W BRIM El t Match EXG W W W DESIGNER ,Il' j„- - • SCALE I"= 40'-0" sEQ NO FILE No BBB 4-29-87 JOBNO 0586274 DRAWN BY BBB 8-14-85KINGKING1r;MF, 51q.- 0 __2 `7 1 Detail Area -- 38k total Parking Area -- 843.1k total 414 OLIVE SPAY S U I T E 5 0 0 SEATTLE RA 98101 206) 623 3344 FAR(206) 623 7005 1 1JN z SITE PLAN 'A' AND 'B' PARKING/ RETAIL PLAN 10k N PARKING 36.2k (3) flrs. lvw-- mmmmmmmmmmmw- _ x z f CITY OF ,RENfO R 6EIVED FEB 2 4 1999 BUILDING DIVISION AIRH DRAWN BY SCAIf 98318. 00 PROJECT NO. b' m-icry 3, 19.Qg DATE 8 18/Dd/s(f -b MITHUNP A R T N E R S ARCHITECTURE P L A N N I N G & INTERIOR DESIGN COMPUTER FILE NAME COPYRIGHT © 1999 MITHUN PARTNERS, INC. MIT HUN P A R T N E R S 414 OLIVE SPAY S U I T E 5 0 0 SEATTLE RA98101 2 0 6 ) 623 3344 FAX( 206)6237005 ARCHITECTURE P L A N N I N G & INTERIOR DESIGN DEVELOPMENT PLAN 'A' RESIDENTIAL/ OFFICE PLAN CITY OF RENTON ECEiVFD FEB 2 4 1999 BUILDING DIVISION 1° = 100,-0' DRAWN BYq SCALE PROJECT NO, February 3, 199,0 DATE COMPUTER FILE NAME COPYRIGHT Q1999 VITHUN PARTNERS, INC. INS iDP- F c . 9,F-ql- ®ate 4 1 4 OLIVE W A Y S U I T E 5 0 0 SEATTLE WA98101 206) 623 3344 FA%(206)6237005 DEVELOPMENT PLAN 'B' RESIDENTIAL/ OFFICE PLAN his, this) -p CITY 7,F EENT0N RECEIVED FEB 2 4 1999 BUILDING DIVISION 1, = 100'-0' DRAWN BY SCALE PROJECT NO. February 3. 1999 DATE Q,1 /pd/aife-b COMPUTER RLE NAME COPYRIGHT ©1999 MITHUN PARTNERS, INC. MITHUN P A R T N E R S ARCHITECTURE P L A N N I N G & INTERIOR DESIGN 0 Pc R PR61y69 iJ1SEA I5 a r.--nrorrrnapa—are-campfrea rroi-oTrrcran rsecorps and Field Surveys. 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C, r , c v O A n -;0 c IC 1 DEVELOPEMENT 11009NE 11th STREET BELLEVUE, WASHINGTON 98004 NO DATE REVISION SHEET TITLE NEIGHBORHOOD DETAIL MAP M JOB NO.: LPL DRAWN: NLC CHECKED: 3- 25- 99 SATE: o so os CD o N N W y. tW o L_ J N V W r- 0 y r cc o C W C"> A C= t y I.- 3 coy W ... r- 4S CL r-- r. W C A CA W Ink fi? 5s t $ V 110, zyv bF 0 P-11 I " IY do SH- T' 1 OF 1 z Ui- RECEIVE 347 Tr, 3 3 Z 7 L 3,51 =200' 71 Ln 100 200 400 109 RMEM 1. 319 7- Q) C) Ui A 3iQ 4 s 6 C11 Cfj) C. Z GENE COULO MEMORIAL. z M OPEN 0 OT 1 325 P.A 6>E A C H ;:,,'PARS„ 5) V.A A3, 4 0J1. P7- t 60 A 312 313 SITE o r XI Z 4r Mon vISOC, ov n r c n g e,, A 0 V., Gov't L 37 .90 , Y \, ._• . `,_ - ^n \ V, <A C) 3 66 4 ARBORLINE E M Tt T ER CCRPORATC, V. n TON17 REor LAND-S TON SHO q V A S H I_g,Q K -EL J ip, - 1, C) TauI IFORAIEP L9 7 M A VE N N. 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I 90D72T9001 ` i' •,' a \\ _ 6Z' A' 3 -• Z i`: n •n `' co LOT 1 J M[ r? TN ST _ --- --- -: =•r .t J.isl) >r^-,c ! •` r:/ f ! T N_L. KC. 20 SE 5.23 -4- tE o SCALE 1 , 100- 611 a •Ji. J 7 t•1 I IC VOL Z s• F- oo' af oo•o rf r IN - ,• cu ,x» 1 N - - NE 20TH ST 9 1 i p. _ I c 10 Q 3 3kz n-• -s - k W rw u' 10 lot a a ,- i - d' n2 j as , t.• mot, :'r. :r'• S .i. fa" a e,t• r I a t •.. °•'• n> per:' .ts Cam)+ •, y, I Js .. r. r W Y 3 I O J LOT 2 - i.. 1w2 cJ 3 ,/ i < 4 o l o Q l>s i c :CTl 1 c r• 1 t rf' r' Jr„ 4E 127HET Y 00 D00 Renton, Wo Southport Area Summary -- Site Plan B Square Feet Dry Land Site Arec620,300 Acres 14.2 Structure Areas Buildings 1,2 8c3 Roof area 125,000 Parking area 50,600 Courtyard 15,100 2.9 1.2 0.3 TOTAL 1,2 8c 3 1 90, 700 4.4 Buildings A,B 8c C Building A Roof area 28,900 Courtyard 6,500 0.6 0.2 TOTAL 35,400 0.8 Building B Roof area 46,650 Courtyard 13,500 1. l 3 TOTAL 60,150 1.4 Building C Roof area 53,200 Courtyard 1 5, 800 1.2 4 TOTAL 69,0001 1.6 TOTAL A, B& C 164,550 3.8 TOTAL STRUCTURES55,250 8.2 Paved Areas Roads 105,000 Sidewalks 27,300 Esplanade 21,500 Plazas 18,700 2.4 0.6 0.5 0.4 TOTAL '1 72, 500 3.9 TOTAL IMPERVIOUS AEZA750 12.1 Landscaped Area 92,550 1 S O U T f--I p Renton, Wa o R T Southport Area Summary -- Site Plan A Square Feet Dry Land Site AreC620,300 Acres 1 4.2 Structure Areas Buildings 1,2 &3 Roof area 106,500 Parking area 57,600 Courtyard 20,000 2.4 1.3 0.5 TOTAL 1,2 & 3 184,100 4.2 Buildings A,B & C Building A Roof area 27,300 Courtyard 7,900 0.6 0.2 TOTAL 35,200 0.8 Building B Roof area 42,800 Courtyard 16,400 1.0 4 TOTAL 59,200 1.4 Building C Roof area 48,500 Courtyard 1 8, 300 1.1 4 TOTAL 66,9001 1.5 TOTAL A, B & C 161,300 3.7 TOTAL STRUCTURES45,400 7.9 Paved Areas Roads 1 05, 900 Sidewalks 28,500 Esplanade 21,500 Plazas 19,500 2.4 0.7 0.5 0.5 TOTAL 175,400 4.0 TOTAL IMPERVIOUS AfRZG,800 11.9 Landscaped Area 99,500 2.3 ECG-99-D' OEVEIOPVENT PLAMNINGCfTYOFRENTON APR 2 3 1999 RECEIVED i r '•I,nO i Y n" 4 2D m n 01 W i 4A.F dOpd 9NG, 1 4.. ti .f 1. 1 1 Y 1 1 1 1 dOpoltG I I r I .'` 1'1 1 1 r• ; \:` Nt I I I I I Il% I +•: 1 1' 1,t 1y 1r L+,. t W4 a rr C t It 1 " S A °/ `, / 1• j/ i t t •/ / l 1/ l 5'.\'! l '" / Ji I• / yIM .11 I4 e Y'S t t ° t t. 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