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R; _ -' - . I� �s ` r. d , ,� % ;::'i G e d a r River ,, I/ \\ °. , 7.67,,rXC , \ \ -- .� __ !3I r \ P ," ti r , i lr i ' -N\ 370W �. /' " / T'9 3.23 AC. I I I - r.L:l°9 �/ 8 111]3�, H e 0 k"! PJ c I iZG ° Lr \\ �r I� , I // ,;i,, ,¢ 4� Tz..3 I ' 'w t2S.83 ,i i -- 5 ll \ )D" � / j Park ----- - �F 9 2 p pp r I P� _ a -- -�0 5 N S 1 �� SJ / 13 bpJ`� 6�y °P �� - - - '------,z-- / o ` F 3 , - Q \ I \ \ ' ID I1 BANA l 4 ' O, O 4 INQ 6 ` ' / '.� \ [ / 'f,Q °. III \ 14 6 4 SrEf 5 l�� t \\ \ \ I� (j v' S i�/ro T2v /^finj ® c o co �„ z3 /p '�`?, '�� \\\ �i' '��Gc',Q CEN. - ti /�� j e ,0 V. / Oi+V A. ✓ T L , i er \ � ' / O \ �O/ `4 /11/�C /I� V, ! O i d y�3 SHOP �Y 0 - - - - - - � �r,-7 i g - `\ P \ I �/ , ,•, r� \ \ \ - \ \ . _ - - . L-A I I 6 e \ r � � I ..R J+ YANA' 1 Ep,, Ur :\`�' �, �[, I ,g i• r� , I J 1 � Ur C' \\ .: � , � � ' Acres •,. J 1 1 'i 1 _ _ v 1 0 5t B - r i1 -: r 0 `� / _ �� --, --_o - -- --` \ i /r' \\\ I' _IC\,i ' I 19ARK1" ` 2t /1 V Pp 2 l$ �r h 2 . li 11 .e` �F \\ - -- \ry \` \ Nks[ I /.'/ \9\y �� / (327�v - n n b1"��I I 205 oln IA h ^20 _ 17 211 �� 3 91Ti I:- �� cAv7 \I\\ _-/ .'' O �\\ \. i/ IPART NO. I'LTR.1 REVISION DATE BY C)PRIETARY DRAWING AND THE INFORMATION PAINED HEREIN IS PROPRIETARY 1ACCAR , INC. AND SHALL NOT BE 2ODUCED, COPIED OR DISCLOSED HOLE OR IN PART, OR USED MANUFACTURE OR FOR ANY 01HER PURPOSE WITHOUT THE WRITTEN PERMISSION OF PACCAR, INC. OWN AN, 9 MARC) 9S 1900 W Emerson P1 #200 Seattle, Washington 98119 TOLERANCES DRAWN BY: 10. ±.X CHECKED BY: ±.XX APPROVED BY: ±.XXX SCALE: 1* — ± z UNSPEC'D TOL. SWAP` I.UA-8-��.41a WMIC ITEM INVY-1 DESCRIPTION MATERIAL '�ucv ANY 1601 N. 8TH STREET RENTON, WA �8055 TEL.#(206) 227-5811 FAX (206) 227-5804. DATE: 8/1/98 DATE: D`TNAM0,H'Er,-'ER BUILDING DATE: S7 ID NO. ACT NO. DWG. NO. OF 35 PART NO. ELTRA REVISION DATE N 6TH ST. N 8TH ST. SITE PLC,, S C ALE: M AREA "D9' AREA D 4 1< I >- uj CO/M/Z Thya R611MMS 1900 W Emerson PI #200 Seattle, Washington 9,9119 CiTy AUG 2 -CEIVED (54" a 0 CD CD CD CDuo CD 0 o Cl � �n 'n Lc� Lc; w w w w WATER MH I E 23 25(CH) TYPE I CB STORM MH I RIM 27.81 . . 1 "FROM E ) RIM 28.07 RIM 28.31 I 1 I TOP PIPE EL=22.91 21o Paved I.E.(S 6")=25.74 I.E.((W 8")=21.64 8 "=21.57 ) TYPE I RIM 29.56 C I, Paved I° o I.E.(E 8")=25.7I.E.S =21.610 I.E. . I.E.(SE 6")=27.6o o I.E.(W 8")=27.60 W. _ Covered walkway LSign CONC. =1 Sign - --S�°g°aW -SD- ► NORTH 8th STREET o I �� 00 I --- ---=SD=-42'====____ , _----=SS=== =________ -----{f--- --------------- - ° co II 6" ST HP� --------G G-- --------- G- II '-L-��---}}-- --------G---- 6-ST HP-----G --- - - W---------_C- _- Imo- -- --- 1 STW --- - 2G---------- --- G---- - --- Q II ; II - ----- 12'=----------------------- -- --------------------12'= - - - - - - - - - - - - - - yv- - - - - - - - - - - - - - - - 12'= ----eo--- -_ CONC. , - SIGN II I , II g CONC. 2 W.M. s tju. 11 N 10,000 -- - 4N Oc� • y"10 v ��X X X X X i X X DRAIN INLET- = _---�--- x �Akl==--===-= -3�56 z + RIM 30.10 / / KIII.E.(NW 6")=29.18//IE 20.60SW 1 II • x I 8" F iE=25.23 / IE 2o.00lEv 2" 8RONZE DISC IN SW I 36 SD IE=20.73 //i/ / / IE 21.06SE I X / / / STORM MH (48" MONITORING WELLS II EL=2&31 I , I.E.(N)=21.08(18" CMP) TYPE I CB, RIM 27.2 I.E.(N)=25.31(8"CONC) I I II I f / / j/ SD // // I I SD 0 I.E.(S)=21.06(18" CMP) I ' I ' i II II � / Ln I.E.(S)=24.23(8" CONC) STORM MH I I I II I �� EXIST. �C i cn (WATER LINE THRU MH) RIM 27.99 I I II I j/ / /// / 72"DIA H ° CD I.E. NW 18")=21.09 L.E.�S 18" =21.49 c I = I I P- ° ° -• - ---1------ I O I I II I // I / RIM 29.25 0 w I I z F� j/ B IE 23.27N 20.78N pC I cwn ° I II ��/ I x / FE z ,w I I II + IE 2o.78sW I DETENTION T ION POND o • II s to MH ,i/ I L.Lj> RI 27.0 I // 9 � , I I I I ° / K 20.92 // 1 z Q I ° I I ;' x // E / I c► /-- -==SD=====___= g- SD 8" SD TYPE I C RIM 26.41 II Q :N II BUILDING // /� x I E IE=23.25 O LE.(W)=23.54(8" PVC) II I II ° s I.E.(E)=23.51(8" PVC) I / z II II ° ' SD I CO �; • II SD IE=25.69 TYPE I C -I- - -I II I ° - ° E IE 23.25 I ' LtJ N 9,800 - RIM 26.14 11 - 8" PVC TO E R MH (54" III I i �O// X • f' a 6.76STO RIM LE.(N)=21 96(18" CMP) III II ( i x Q SD I 1 I.E.(S)=20.36(18" CMP) I ii Q 1/// X X I.E. W -20.36 N'LY 12" PVC IIIII I i I.E.�W3=20.31((S'LY 12" PVC)) 77 STORM MH, RIM 27.26-- I.E.(E)=20.78(N'LY 12" PVC) I.E.(E)=20.67(S'LY 12" PVC) PROPOSED 15' x3O' WATER EASEMENT TO CITY OF RENTON FOR FUTURE WATER VAULT (2) WATER MHO & VALVES (FULL OF WATER) STORM MH (48")\ RIM 26.14 I.E. W)-21.24(8"PLAS I,E. )=21.14( 2" PLA I.E.(N 18)=20.19 1.E. S 18")=20.14 TYPE I C8 RIM 25.78-___Paved I.E.(W)=22.74(8"PLAST) I.E.(E)=22.72(8"PLAST) I I I IS �---IG i II I Paved II itli I I Q---------------------------L_.------ r------------� I II I� x x x x x+--x x x x >8 D - - - - - - - - - - - - - - - - TD I I / ji II I II / -J L i W-- I- - - - - - .--__._, SD- TYPE I CB II I IIQ I I STO M M RIM 25.65 I it , RIM 26,15 I.E.(E)=23.85 III I I II II I 21.5 (8"PLAST.) ; li II (;III I IIQ II IIII RIM 25 82 M 14 III I I ro I II II I.E.=21.77,!II I II i i (N-S, 21 • �{ I I I IIQ I I I �I'I � I m I I � II +I � I IIQ I I I • IIII I i IIQ II • I'I'I I ID II I I� I;II IIQ II I �I • l l'I i I IIQ I II I L I IIQ 8 =22.34 III!i I IIQ 18 SD IE=20.3 Paved WATER MH IIII II Q II FULL OF WATER I ii i - - I I-- w J IIp I I I MATCH LINE N 9,400 FOR CONTINUATION SEE DWG SD46 ADE_ A "A" r,nkAnnCITE_ I ITII ITV DI ANI SD I SD 18" SD IE=26.37 I E IE=23.25 I I 11 18" SD IE=26.41 2 SD IE=25.08 e �c9 II Pio I �I I IU _ - - - _ 4" SD IE=28.0 II i 18" SD IE=26.65 / E EE E=23.25 II I E E IE=23.25 ___ _ ________ - - I 18" SD IE=26.74 D 4" SD IE=28.0 10"FIE=24.0 10 FIE=26.17 I i 1 1 1 771 i 1 ° I 1 1 I 1 1 MANUFACTURING /OFFICE BUILDING ' FFE 31.0 t I z W Q Q LL N 6TH ST N 8TH '7,T 0 L z w Q LIPROJECT Q J1TE 0- Q N 4TH ST KEY PLAN NO SCALE 405 a 3 �llJl� I, 2 C/Ty SSOE, INC. AIjG 2 ENGINEERS ARCHITECTS PLANNERS 3015 112TH AVENUE, N.E., SUITE 101.,5 BELLEVUE, WASHINGTON 98004 TEL. 206-827-2950 SHEET- PROJECT NUMBER 935021 ' OF DRAWING S D 4 NUMBER _ CITY 01�_ REN I ON I I DEPARTMENT I OF PUBLIC WORKS ARt=A "A" COMPOSITE UTILITY PLANI 1 i _ DESIGNED: M.B. ; DATE: FILE NAME: 5011 SD44 DRAWN: C.H.D, I I SCALE: 1 "_ 40' FIELD BOOK: PAGE: CHECKED: I NO. REV SION BY APPR. DATE APPROVED: SHEET: OF: I DIRECTOR OF PUBLIC WORKS - -9 '1.3 o C' CD o 0 0 00 O CD cD U w w w \ o \ TREES Pavedi SAN SWR MH, RIM 32.93 TYPE I C DRAIN INLET STORM MH (48") CB YPE I \ \ STOR r I.E. E,21" CONC =26.43 RIM 33.14 RIM 33.88 RIM 35.14 RIM 4.74 TORM MH 'MH I.E.�W,21" CONC)=26.43 I.E.=32.96 I.E. N,21" CMP =26.1 I.E.=3 .89 RIM 33. Sign I.E.=31.34 ) P m 6" CONC TO N 6" CONC TO N g I.E. S)-27.85 6" CON TO IE 22.25 �' GA U Sin 30' x1 CMP ARC Sin .. .. .. S RISER Paved 9 . . ... . . . . . . \ \ Paved S - CONC. -Sim --- ------ G------- --�-- --- ___ G==S---- --- - G -- - \ - - �-1- _- -4 ST-HP ---- ----- --------------- --- - - S NORTH 8TH STREET 1 W- ---- - - - - - - -- Si - -----------12------�--------- W--------- -- - Ign 1 � 3 6.98 ----I�----- -- -- -- -- -- -- -- - -- _S• \ 1 I.E.=27.73 --__. II S� X i X X X X �, 1 8" CONC FROM S X X- i - X- __ __ _ ______ _ ____ " 1 8" CONC TO N -- -- _-_-_-_-_--- ____ ______ _ ____ _ I ISTORM MH STORM MH - -- - DRAIN INLE \ 1 ' �` RIM 35.27 „ \ \ 1 I.t.=28.08 RIM 29.0 RIM 29.5 \118" SD IE=21.77 X �-------�'- "' ""'-1� I.E=34.39 `�� Paved I Q .BRONZE D IM 36.7 % ` \ \ 6" CONC DROP i I . 12 F IE=278 j \` CONC TON 1 f'L.��19R0 \ 1 MONITORING WELL 21.35 IE 21.50 t9 �\� \ ` � ,` 1 \ RIM 36.62 30" SD IE =24.8 12"FIE=22.30 ' I � cn I a I ca w w I! cf' I z H 0 Q I� I • CD I CD i IE =28.00 IE =24.20 LLJ Lli Pump HOUSE __.. ■ru■ouowurrrr■u■■■■•■.n■■•■ ........ •■■� n nn...■■u■•.■r■■■•■. �.■■■u■nor■■■■r■■■r■r■r■rrur■■•r I : SD �. ., 1 IE= 1: 1, 1 oil i \6" IF IE=23.89 II 10 F IE=26.1 I I II SD I I II H jj 18" SD IE =25.70 i II II 6" F IE =23.70 I II x cp yi] 0 m E I I F SD I 1 1/ 11 ,1 E E= 4, .80 1 S IE= 0.22 2f T IE= 8.29 12r At IE= 5.67 411 SD1IE=AD.54 1 ' F E= 2 .04 1 ' S IE 25.90 1 F E=2 .37 1 ' S IE 25.99 811FIE=13.37 21 CONC TO W 11 11 ti I � I \ I loved { ` `---- `� STORM M RIM 34.7 ° E I `�� 23.00 �� I I � I II L ° I I I I I I it I I j 1 1 T I :N III I I III i 1 i i l iE I III ! II i E I { I I { II STORM MH IM 39.50 IE=36.00 I RIM 37.8 I 34.84 (12" N ' 1 18 SD IE=30.58 III 0 IE 23.39 I I It 33.00 (30" S C s34F E IE 34.67 I I RIM 37.90 �2 W IE 37.17 IjII IE 5. 0 rs IF !! I \ II 8" SD iE =25.20 it ` II I 4- 10FiE=23.00 { -� �� @�" 2 1 2" SS FM IE=27.75 I III / 10 IE=2.4 SDI H � II II � II s II � II II II e II II II MANUFACTURING /OFFICE II BUILDING I I I FFE 31.0 II � II II � II II - F II � II II � II - II I II II 1 II EI I I { II I II 1 II 3 MATCH LINE N 9,400 FOR CONTINUATION SEE DWG SD47 AREA "B" COMPOSITE UTILITY PLAN SCALE: 1"=40' �11r TYPE I CB RIM 36.08 I.E.(E,6")=33.48 1 �I 1 I ---TYPE` I CB N 9,800 ♦ U' RIM 36.15 uC I 1 ' I.E.(E,6" CONC)=34.15 1 I 1 'I 1 ► AN SWR MH \ I RIM 36.26 1 I I� II I I II I I -TYPE I CB RIM 35.61 I.E.(W,6' CONC)=33.71 L I.E.(E,8" CONC)=33.61 z w Q Y IY �r N 6TH ST I/CV DI A NI AREA "B" COMPOSITE UTILITY PLAN DATE: ! FILE NAME: 5011 SD45 SCALE: 1 "= 40' FIELD BOOK: PAGE: I SHEET: OF: OF PUBuc WORKS ! CONC. II � N TYPE I CB RIM 26.5 II I II II T=24.37 12"PPLLAASSTW I =42912 }EE� I - - SD- -I 6 TYPE I CB RIM 26.86 II II g I.E.(W)=23.21(12"PLAST) II I I�• I.E.(E)=23.36(12"PLAS II II I STORM MH (48" II 0 RIM 27.63 I.E.(W)=22.81(12"PLAST) II I I o Q I.E.(N)=20.47(18"CMP) LE.((S)=20.28(18"CMP) II I I Q II II II I II CONC. u Ilo II I II O ®IGN I I I e? CONC. CB 'I �oII� II Q II II p I I III II p I STORM MH III / I II p RIM 28.00 II IGpp I I I.E.(W)=21.85 III II I I.E.(N)=20.15 II o' II N 9,200 -_-- I.E.(S)=20.10 �) I SAN SWR MH- RIM 27.29 I.E.=19.90 II ° III OIL/WATER ' II SEPARATOR II II i III II 112"C CO III I ; II Paved I I II TYPE I C u RIM 27.26 I, I I.E.(W =24.3 .) 1 824.1 "PVC LE (12"PVC) I,�I I� V) o I I 0 STORM MH-- RIM 27.94 v I.E.(N)=20.1 6 I.E.(W)=23.43(12' P I.E.(S)=19.. WATER MH RIM 27.92 N g �� - TOP PIPE= I 'N I I � N TYPE I C I RIM 26.40 II II z I I I.E.(E)=24.40 , (POSSIBLE 2" ELEC. I I Y CONDUIT THRU CB, II I f�1C-S) I, aLpv I ti 0 TYPE I CB o RIM 26.33 I.E.(NE)=23.73 I z I II I.E.(S)=23.63 I I II I.E.(W)=24.13 I I w I II II w if I I I I SSMH Q II IE 22.42 E II IE 19.40 N-S II o II Q I II STORM MH CD II RIM 27.74 I II I I.E. S =23.72 (12" CONC. I I II I I.E. N -19.24 27" CONC. � I II �24" I.E. W=19.141 CONC. o I I ' 60� I II X I. I I I , Paved II I N 8,800 I IN USTRIAL SEVER M II RINI 27.30 III I I.E.(S)=21.60 -o I.QW)=21.55 n Sign II ! ® • II I CON . III ' I I -- _--_c_-== I -So-- ==Sr== 15" o i I IU I = SS ==_== 24' __ ==SS d TYPE I CBRIM 26.89 I.E.(S)=24.318" CONC.) w CDG.V.'S� I I NC. I ► II I �I 96"DIA. STORM M I.E.(N)=20.08 (8"CONC.) I .I I.E. NE)=18.73 (26"CONC.) `v LE, W)=19.00 (24" CONC.) c� � '� ► (18" SAN. SWR. THRU MH) I o I ' SAN. SWR. M I I/xv! II k II �_ I I I I I I I I I I I I I I I I TANK 0 FARM II STORM MH I I RIM 26.9 n II IE 22.10 I I cm II o II o II Q II C3 II o II © II C3 II o II j3 II I I I I it I I I I I I IX, / II � II / II o II I I m I o z I I I I co ¢ I I I I I I STORM M RIK 22.70 I i IE 22.70 E 8" SAN 1E=2�-24 i I II 'r12" F IE=26.00 II ' II �I II II m cfl II ca II � a III z I I II II < _LO II II Qw II I I LL- I I SMH I I I I I 23.01 I I II I I II II Y \1 \\ SSMH\6 ,Guy Arichor MATCH LINE N 9,400 FOR CONTINUATION SEE DWG SD44 II II II iV � II I I I SSMH ° II MANUFACTURING ' i ,I /OFFICE ° BUILDING FFE 31.0 ° �' II �� II II 1 TD iE=26. 1 '' 10"FIE=26.17 GAS IE=2 .,)'�-GAS IE=24.00 / / E II II II II II I r\ II I IIcf) I i I I II 36" TD IE=27.10 o II I PP SDI IE=22.40 Q i i I _► � II v/ 12" F IE=25. 5CD 8" SAN IE= 2.10 o �� II ;� II " AN IE=22.82 6" RD IE=27.96 F IE=25.17 LO f II I I w I 36" TD IE=27.0 12" F E=25.37 it z IE=26.9 II 6"F IE=25.25 I _ _ - ---- --- - /- �. 10 F iE=26.60 36 TD IE=27.2 F - a. 12"F IE=25.0 8"F IE25.0 ,'-- TD IE 27.60 �.. I F IF=5.86 ' TD _ ----- - - ;; - --- TDF ri - 8 SAN IE=21.89 -�- ----, 12 F IE=25.6 r 12"FIE=2 .42 I II RD F I s 6" RD IE=28.11i ' I LEAK TEST SAN _ \N Ia 12" F IE=25.0 II / IP II 8"F IE=23.7 " A t 4 W 25.67 II 12 F IE=25.2 10 F 26.59 ®® II LI I�1ASTE LAMMABLE MATERIAL 6" RD IE=28.42 TREATMENT BLDG. 1 " F I = 4. 4 111' ®®� FIFE 31.0 0 E 2 5 � i 24 E=2.7.87 11 10' F IE=24.54 TD 10" I=24.54� II it II III 17. - F SSMH I I I I X X IIX X I I N tl II X II II 11 11 RIM 28.2 RIM 28.1 R I KA 28 2' IE 23.30 42" SC IE 23.5 7, 42" SD IE 23.6 SAN. SWR. MH RIM 27.88 H I.E.((W)=17.91 (24') I.E.(N)=17.96 24') I.E.(S)=20.13 (10") I.E.(SSE)=18. (8") I.E.((E))=19.37 (4") 11 II II II �i II CD Ln w AREA "C" COMPOSITE UTILITY PLAN SCALE: 1 "=40' O z 8 SAN IE=21.80 it Z 24" D IE =28.12 < 8 AN 1 =21.85 ,li! a IIN II II I II I II �Ilo II 6 � I I II t� �IIi fl SAN I �T IN MH 30" SD 1 5.02 _---------- ----- 30"SD --------------- 11 STORM MH II RIM 30.0 IlO 11 IE 24.43 II ° II II ° ! II I I C::, II� o CD (.0 i Ln Ln w w NO. I REVISION N 8TH ST Is■n L<Iil 1111F Rol I pop MEA , a , 0020 1 N 6TH ST z L w Q PROJECT z S11I w Q CD N 4TH ST KEY PLAN NO SCALE LLd iIV) nl, LIS SSOE, INC. ENGINEERS ARCHITECTS PLANNERS 3015 112TH AVENUE, N.E., SUITE 101 BELLEVUE, WASHINGTON 98004 TEL. 206-827-2950 j SHEET PROJECT NUMBER g 35 0 2111 I OF DRAWING S D 46 NUMBER L I CITY OF REITON DEPARTMENT OF PUBLIC WORKS I AREA "C" COMPOSITE UTILITY PLAN I DESIGNED: M.B. DATE: FILE NAME: 501 1 SD46 DRAWN: C.H.D. SCALE: 1"=40' FIELD BOOK: PAGE: CHECKED: i BY APPR. DATE APPROVED: SHEET: OF: DIRECTOR OF PUBLIC WORKS cn cn CD c:) u Qf c:) 110 CD Ln ll� Ln :--l' Li 27 STOP RIN IE CD CD oCi Ln V) Lu MATCH LINE N 9,400 FOR CONTINUATION SEE DWG SD45 9,200 N 9,000 Ee 02� KEY PLAN �7-- NO SCALE 0 z SSOE, INC. ENGINEERS ARCHITECTS PLANNERS 3015 112TH AVENUE, N.E., SUITE 101 BELLEVUE, WASHINGTON 98004 TEL. 206-827-2950 SHEET PROJECT �5021 NUMBER 9 OF DRAWING sL)4 NUMBER CITY OF RIENTON DEPARTMENT OF PUBLIC WORKS AREA "u-", C OVM 0S1-1 UTILITY PLAN [_PESIGNED: M. B. DATE: FILE NAME: 5 31 '1 S D 4 7 CD CD D R A WN: C �J. H. D. SCALE: 1 =40 AREA D" COMPOSITE UTILITY PLAN T- "' FIELD BOOK: PAGE: �� CHECKED: R. L.M. SCALE: 1"=40' Q LU z NO. REVISION BY APPR. DATE APPROVED: tR OR OF PUBUC WORKS SHEET: or: