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LUA98-135 Large Format
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DATE: 8/1/98 DATE: DYNAMOM Erl'E R B U1 L D I N G DATE: S7 ID NO. ITE PIAN ACT NO. 1) vy U. N U. SHEET OF 35 PART NO. 11 LTR. 7PT,'ITT(ZTr)NT DATE L-,, %�- I I - E � - IN 10,000 C) c:) CD C:) CD CD Qc� CD --it Lr) U(5 LC5 Ld WATER MH I.E.23.25(CH) L.Lj TYPE I C8 STORM MH (54") LLJ LLJ RIM 27.81 1"FROM E Paved RIM 28.07 RIM 28.31 TYPE I C TOP PIPE EL=22.91 21 0 /I.E.(S 6")=25.7/41.E.�W 8")--21.64 RIM 29.56 Paved 9, I.E. S 8:,)=21.57 I E (E 8")=25 7 F V) 0 0 1. E. E 8 21.61 I.E.(W 8")=27.60 VV Covered walkway Sign C 0 N :C. Sign J 0 11111j.; 2 -6 tS Q CBI SD= --42'-- 4 NORTH 8th STREET Do =I` =:zSS= 21 =ss== 6" ST HPI\ G - - - - - - - - - - - - - - - - - G - - - - - - - - - - - G- 6" ST HP G 1:� STW 14P - - - - -- - - - - - - - - - - --- - - - - - - - - - - W - - - - - - - - - - 0- 12' W -- - - - - CONIC. SIGN CONC. 12" -- - - - - - - - - - - - - - - - - W - - - - - - - 12 --- - - - - - - - - 1(2) W.M.'s IN J&O(� I x- DR IN INLET z 0 1 RIM 30.10 I I.E.(NW 6")=29.18 L,,/ x 1 8" F li-L=25.23 _j 2" 8RONZE DISC IN SW 36" SID IE=20.73 STORM MH (48"�- MONITORING WELLS EL=28A1 I.E.(N)=21.08(18" CMP) TYPE I CB, RIM 27.2 I.E.(N)=25.31(8"CONC) Of LLJ SD I.E.(S)=21.06(18" CMP) I-- I.E.(S)=24.23(8" CONC) < (WATER LINE THRU MH) STORM MH RIM 27.99 J I I E.�NW 1,8")=21.09 .E. S 18')=21.49 - - - - - - - - -- - - - - - - - - - - - - - /,-/ - - - - - - - I L.Li =D S-pp� MH LL-j RIM 27.0 20.92 SID II C:) 77 TYPE I CB-------� CLIL--j RIM 26.41 BUILDING I.E.(W)=23.54(8" PVC) I.E.(E)=23.51(8" PVC) TYPE I CB - RIM 26.14 L, I.E.=24.32 11 L--j �L! 8" PVC TO E STORM MH (54"�- RIM CQ) c� Mp) N)�76 I.E-( 21.96(18 I.E.(S)=20.36(18" CMP) I <1 E.�W�=20.36(1\11Y 12" PVC) W =20.31(S'LY 12" P VC) 0 0� STORM MH, RIM 27.26 AS I.E.(E)=20.78(N'LY 12" PVC) ALVE - - - - - - -- I.E.(E)=20.67(S'LY 12" PVC) Paved 911 u c: I PROPOSED 15' x3O' WATER cz� 11 fp EASEMENT TO CITY OF - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - RENTON FOR FUTURE WATER VAULT -X-115 x x x- x- x- (2) WATER M & VALVES (FULL OF WATER) - - - - - - - - - - - - - - - - -- - - - - - - - ........... lip STORM MH (48") RIM 26.14 1. E.PV )�=221,24ff'PLAS 1 7 . -j 1 E. 4( 2" PLAS L I-W- .E. S 8 =20-14 E.�N 18::�=20.19 1 SD 0 /,--EXIST. 72"DIA l'i RIM 29.25 IE 23.27N� t FIE 20.78N IE 20.78S E SD SD SD IE=25.69 14j� 1 E:T- 2 3.2 5 IID I - - - - - - - - - - - - - - - - - TYPE I CB RIM 25.7 Paved E� �)�. I.E.(W)=22.74(8"PLAST I.E.(E)=22.72(8"PLAST) SD- - 141k TYPE I STO�M MH RIM 25.65 RIM 26.6 I- E;(E)=23.85 IE 21.5C WPLAST.) SAN. SWR M RIM 25.82 I.E.=21.77 N S, 21 !8" F IE=22.34 18' SID IE=20.34 Paved -.W�F SID x - - - - - - - - - - = IE 20.60SW IE 20.60E IE 20.00N N IE 21.06SE 8" SID IE=25.63 E IE=23.25 DETENTION POND SD SD 18" SD IE=26.37 E IE=23.25 I V--E IE = 2 ' 18" SD IE=26.41 I I : S 2 D I[ 2 SID IE=25.08 11 10i �L io Pio . : I . . . E ------------- -- - E 18" SD IE=26.65- E IE=23.25 ---------------- ---------------- 18" SD IE=26.74 10" F IE = 24.0 �77,�,77 MANUFACTURING nFF-Irf- L oil BUILDING Ca�==IWATER MH IT-o- FFE 31.0 FULL OF WATER 7 W-- -j H - - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- MATCH LINE N 9,400 FOR CONTINUATION SEE DWG SD46 I AREA 7) A COMPOSITE UTILITY PLAN SCALE: 1"=40' C/-) LLJ LLJ cf) CD Of (D LL- CD U-) Ln LLJ LLJ j 4" SID IE=28.0 F-E E=23.25 4" SD IE=28.0 10" F IE=26.1-, N 8TH ST z Lu 4 405 05 < < LLJ N 6TH ST Cf) D LJ'L 0 -1 LIJ > PROJECT SITE N 4TH ST KEY PLAN NO SCALE 0 z c, C/Ty SSOE, INC. 2 ENGINEERS ARCHITECTS PLANNEAS 3015 112TH AVENUE, N.E., SUITE 10; BELLEVUE, WASHINGTON 98004 TEL. 206-827-2950 SHEET PROJECT NUMBER 9,35021 DRAWING SD44 OF NUMBER CITY OF RENTON DEPARTMLENTI OF PUBLIC WORKS AREA "A" COMPOSITE UTILITY PLAN DESIGNED: M.B. DATE: FILE NAME: 50111 SD44 DRAWN: C. H. D. CHECKED: -�SCALE-- 1"=40' FIELD BOOK: PAGE: No. REVSION BY APPR. DATE APPROVED: DIRECTOR OF PUBLIC WORKS SHEET: OF: C) u') LLJ LLJ C) =D C-D C-) 0-1 1 CD I I I C) Lc) cc� LE) CD CD 00 C) c:) CD CD C14 Q5 CD L(5 ccT L� Lu Li 4( x x X i iSTORM MH STORM MH Rl� 29.0 RIM 29.5 IE 21.50 1 -1 � E t'�IlEt2_'5.08 F 1 SID IE =25.70 6' F IE =23.70 71 - ------ 7 /8" SID IE =25.20 F E SID IE 6' F IE 0 10" F IE =23.00 2 1 /2 SS F IE=27.75 10 1 4/7- 7 7 77 -777— 10"'r IE=25. 4 SID F IE El MANUFACTURING /OFFICE BUILDING FFE 31.0 L MATCH LINE N 9,400 FOR CONTINUATION SEE DWG SD47 . — — . �) — )) � � i i r--, /-\ /--, i --r- f-- 1 1 -71 1 1 -7 \ / r-) I A N I SCALE: 1"=40' 00 0 04 CD TREES 0 GAS RISER cl MH (DVID,000 RIM 36.98 1.1'.=27.73 8" CONC FROM S 8" CONC TO N I.E.=28-08 6" CONC DROP MONITORING WELL RIM 36.62 ATYPE I CB RIM 36-08 I.E.(E,6'*)=33.48 Typ_E_ I CB N 9,800 RIM 36.15 I.E.(E,6" CONC)=34.15 —SAN SWR MH / RIM 36.26 cn cn LLJ LLJ cr) N 9,600 CD 60' Paved V) :,—TYPE I CB RIM 35.61 I.E.(W,6" CONC)=33.71 I.E.(E,B" CONC)=33.61 z y N 6TH ST N 8TH '�T z Li < LPROJECT z SITE cr_ N 4TH ST KEYPLAN NO SCALE CONC17 TYPE I CB RIM 26.5�-_r 2 4. 3 7� 12 �'PPLL4ASSTT *E�EW�= = 29 12 " PL4ST� 24. SD- - TYPE I CB RIM 26.86 I.E.(W)=23.21(12"PLAST) I.E.(E)= 23.36(12"PLA'ST�- STORM MH (48") 0 RIM 27.63 I.E.(W)=22.81(12::PLAST) V) E.�N)=20.47(18 CMP) S)=20.28(18"CMP) CONC. GN CONC. C B 0 STORM MH - RIM 28.00 I.E.(W)=21 85 I.E.(N)=20.15 I.E.(S)=20.10 N 9,200 Y) I SAN SWR MH- RIM 27-29 I.E.=19.90 OIL/WATER SEPARATO�-\ 12"C cor�c_ Paved ---TY-P-E-I- C B-'- '0 RIM 27.26 I E.(W 24. ) 1 1 8 LE 24.1 (1 2"PVC) V) 0 0 STORM MH-- RIM 27.94 u I.E.(N)=20.16 I.E.(W)=23.43(12"P� I.E.(S)=19. WATER MH RIM 27.92 N 9,000 TOP PIPE= TYPE I C c\j RIM 26.40 I.E.(E)=24.40 (POSSIBLE 2" ELEC. CONDUIT THRU CB, T w- S) f aLpv I 0 TYPE I CB 0 RIM 26.33 I.E.(NE)=23.73 I.E.(S)=23.63 I.E.(W)=24.13 LLJ if LLJ SSMH IE 22.42 E 07) 1E 19.40 N-S 0 0 Q::� -< STORM MH (-D RIM 27.74 I.E.�NS�:1293..2742 (12" CONC.� 1. E . 27" CONIC. z �24" I.E. W =19.14 CONIC. 0 0' 11 X Pa N 8,800 ved INMUSTRIAL SEVER MF RINI 27.30 I.E (S)=21.60 -0 I.QW)=21.55 > Sign -- 1, 1 111 1 1 CON7. Q- -SU-- 15" I I U) SS===:== 24' ----Sst-- Hl:=� TYPE I CERIM 26.89 W-7 3- 1 I.E.(S)=24.318" CONIC.) CDC v--;-sll I NC. 96"DIA. STORM Kil I.E.(N)=20.08 (8"CONC. I.E.�NQ=18.73((26"CONC.) LE, W)=19.00 24" CONC.) (18" SAN. SWR. THRU MH) 0 SAN. SWR. M /xv TANK FARM STORM MH RIM 26.9 IE 22.10 C3 cm cm C:3 C3 =3 7\ SSMH\6 ,Guy Arichor cm C3 C:3 C3 C:3 C3 P1 r C:3 jC:3 C:) co LL- LL-:2 (D co /Op/ STORM MH-, RIK 22.70 IE 22.70 24 D IE=2�.50 8" SAN 1 E 2 -24 12" F IE=26.CiO m con < < LO cn < LL- LL- SSMH m MATCH LINE N 9,400 FOR CONTINUATION SEE DWG SD44 SSMH MANUFACTURING /OFFICE L BUILDING FFE 31.0 TD !E=26.31 10" F IE=26.17 GAS 1E=2A.,)-�-" -GAS IE=24.00 E -Z cf) 36" TD IE=27.10- CD OPP S iE=22.40 F-= c:) ct) 12" F IE=25.35 CD 8" SAN IE=22.10 Lj- CD F IE=25.17 - VAAN IE=22.82 6" RD IE=27.96 LO L,-j 36" TD IE=27.0 48 12" F 'E=25.37 6"F IE=25.25 \IE=26. C) --Z 10"F !E=26.60 36"TD !E=27.2 F 8"F 1E.1-25.0 r 3V' TD IIL--=-)7.60 /12T IE=25.0 T F I'= 25.86 �-7 ...... ................. ........... [ I D F 8" SAN IE=21.89 I 127 IE=25.6 ID ? R w il A 24" TD 1E=2-7.79 I JL 7T7\^ 12" F 1E=2R.42/-�' 7 R& F SAN LEAK TEST 6" RD IE=28.11 \N 12" F IE=25.0 7 A 0 8 F IE=23.7 /4 W 25.67 0 12" F IE=25.2 10" F 2-6-. 5-9 LAMMABLE MATERIAL 6" RD IE=28.42 �2 �11ASTE TREATMENT BLDG. 10" F IE=24.54 24" TE E=27.87 FIFE 31.0 IE=24.54 11 10' F IE=24.54 10" I I it - - =7 -:7 = -- --in/ I I 1 0 6 11 7 174 F SSMH I I x X1 oTnRNA wi-j 110 RIM 28.2 RIM 28.1 R I KA 28 2 IE 23.30 42" SC IE 23.5,7' 42" SID IE 23.6 SAN. SWR. MH RIM 27.88 LE$)=17.91 (2��') I.E.(N)=1�. 96 24') I.E. S�=20.13 (10 I.E.(SSE)=18. (8") I.E. E =19.37 (4") _a CD C'1� Ln Lij AREA "C" COMPOSITE UTILITY PLAN SCALE: 1"=40' 0 z 8 SAN IE=21.80 24" D IE 1=28.12 < 8" AN 1 =21.85 7" SAN T IV MH 30" SID _j 111 5.02 30" SID 11 STORM MH 11 RIM 30.0 11 IE 24.43 C::, CD CD (.0 "Ili Ln Ln LLJ L-Li NO. I REVISION N 8TH ST Ismil >------ L<Iil 1111F Rol I 'A pop 'Alf's MEA , a , 0020 1 N 6TH ST z - Uj LIPROJECT z E S11 I CD N 4TH ST KEY PLAN NO SCALE 6AW 405 L Ld V) il n=) / LIS ENGINEERS ARCHITECTS PLANNERS 3015 1112TH AVENUE, N.E., SUITE 101 BELLEVUE, WASHINGTON 98004 TEL. 206-827-2950 SHEET PROJECT NUMBER 9 35 0 2111 DRAWING SD46 NUMBER L I CITY OF REWTON DEPARTMENT OF PUBLIC WORKS AREA "C" COMPOSITE UTILITY PLAN DESIGNED: DATE: FILE NAME: 50111SD46 DRAWN: C. H. D. SCALE: 1 40' FIELD BOOK: PAGE: CHECKED: BY APPR. DATE APPROVED: SHEET: OF: DIRECTOR OF PUBLIC WORKS &T-QiW MH (48") RIM 39.30 RIM 36.78 00 I.E. N 24" CONC431.81 Oil IE 33.00 I.E.� :24" CoNC-431.86 0 SAN SWR MH, RIM 35.77 Oil I.E.(S- N,8")=30.19 _SAN SWR MH, RIM 35-71- t 8"�=30.511 1. E. IN I.E. S 8" =31.76 0 TYPE I CB, RIM 35.54 /-I.E.(W,18" CONC)=30.94 1. E. 18" CONC)=31.24 I.E.I(E-18" CONC)=31.12 Q- :Ell CO I LE LL i P:ived (D cl If TYPE I CB :1 RIM 35.37 18" FROM W 02. T 18" TO E 14 10 WATER .1 1 cf) !VAULT I co N 9,200 TYPE I CB, RIM 36.23 I.E.(E,6" CONC)=.34.48 1 /71 CITY OF RENTOH UTILITIES EASEMENT REC NO 7201070dl" (TYP.) SAN SWR MH RIM 36.58 I.E.(S-N,8")=31.68 - ------------ w - IIE 24.89 --------------- 0, ------------------------- TD CON(- SID C:) 30" TD IE=27.88 V) it I 1 1-- 1 of cn E IE=26.0 1 SID IE=35.44 -E IE=200 \4 --- 1 F IE=32 70 ON (cl. 0 3 12" W IE=25.6 I I U-) 4.30 E IE4137.50 00 �-F 'E=21 12" 1 IE=35.00 -j CD @) F-- 0 j < =D I - -- ---------- -- IE=26.0 IF FF== 11 5: 1 �z I STORM NAH (48"), RIM 37.27 8 SAN)k=,A27 F W---4A� s, I I.E.(N,24" CONC)=32.57 AL CD r I.E.(S,18" CONC)=32.72 Of v CD i LL-0 E IE 37.00 E 12 F IE=32. 0 \\�'I E Ln UD F Ln 10" F\��=27.05 co ABANDONEd V)l LL-j S E= 3. CI3 ul I SAN �=23.15 10" F IE=27.7 12" IF IE=26.00 C 0-f Lj in C) 'BRASS CAP IN C� ELEV. 38.04 FUTURF DIVISION OFFICE AQ/DONED CB_ SAN SWR MH, RIM 38.08 I.E.(S-N,8')=32.50 STROM MH IE=26 K lZi F=D A If LR x RIM 38.0 IE 25.64 TYPE I C8, RIM 37.88 I.E.(W,6" CONC)=35.3.3 STORM MH I I.E.(E,6" CONC)=35.38 STOR� MH RIM11 31.0 STORM MHIl IISTORM MH RIM 31.5 IE 5.02 RIM 31.ql 11 RIM 31.0 IE 26.30 1 �DRAIN INL T V _,/ �./� I I RIM 38.00� r / 2 n�,5 4�/ IE 26 0-10L 5 .4�� L -1 LIIj 30" SD Ii I L L SD CL STROM MH IFE E)EPT-. RIM 31.0 MANHOLE -cTt0t1t-- RIM 35.0 lo CcNnE I E 2 5.81 L11 1E 2b.09 - - - --------------------------------- c X - - - - - - ------------------------------------------ WATER MHl T RIM 38.14 I I.E.--33.441 metal 25'x2L)' PUG I rd c:) CD sha CD POWER EASEML11T 6M (:::! Cl� REC. NO 860�090948 10 LLJ CD CD CD --- ---- 01:i CD Ln Ln AREA D COMPOSITE UTILITY PLAN C-0 w SCALE: 1"=40' L-j 0 Z� NO. REASION BY IN 9,000 APPR.I DATE "M KEY P-LAN NO SCALE SSOE, INC. ENGINEERS ARCHITECTS PLANNERS 3015 112TH AVENUE. N.E., SUITE 101 BELLEVUE, WASHINGTON 98004 TEL. 206-827-2950 SHEET PROJECT 0- NUMeER 9 13 15 0 2 OF DRAWING S Z, 7 CITY OF REENTON DEPARTMENT OF PUBLIC WORKS A E A r7l)) `- UTILITY R AN R' L) COMPOSI I L L DESIGNED: D R A WN: M. B. DATE: �J. H. D. FILE NAME: 5011 SD47 SCALE: V'=40' L. FIELD BOOK: PAGE: CHECKED:-R. IM. APPROVED: SHEET: Or: DIRECTOR OF PUBUC WORKS