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LUA98-135 Large Format
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'a COMM Two E41614(IRCAS . . . . . 1900 W Emerson P1 #200 Seattle, Washington 98119 ITEM 7+y DESCRIPTION MATERIAL KEN u, % - TRUC7 1601 N. 8TH STREET TEL.#(206) 227-5811 COY 7 RENTON, WA 98055 FAX (206) 227-5804- PROPRIETARY TOLERANCES DRAWN BY: M/E THIS DRAWING AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY ±.X CHECKED BY: TO PACCAR , INC. AND SHALL NOT BE REPRODUCED, COPIED OR DISCLOSED ±.)CX APPROVED BY: IN WHOLE OR IN PART, OR ±.XXX SCALE: I" FOR MANUFACTURE OR FOR ANYUSED OTHER PURPOSE WITHOUT THE WRITTEN UNSPEC'D TOL. PERMISSION OF PACCAR, INC. DATE: 8/1/98 DATE: DYNAMOM Erl'E R B U1 L D I N G DATE: S7 ID NO. ITE PIAN ACT NO. SHEET OF 35 PART NO. 11 LTR. 7PT,'ITT(ZTr)NT DATE L-,, � I I -- E - - N 10,000 0 0 0 00 � 0 CD � Lri Lri LC w w w w TYPE I CB 1 WATER MH I.E.23.25(CH) STORM MH (54") , 1 RIM 27.81 1 "FROM E RIM 28.07 RIM 28.31 I I 1 Paved TYPE I C TOP PIPE EL=22.91 21" o /I.E.(S 6")=25.74 I.E. W 8")=21.64 I o I E (E 8")=25 7 I.E. S 8; )-21.57 RE (SEIM 96')-27 6 I .56 Paved ° o 1. E. E 8 =21.61 W. ° tS 27.60 , I 1 Covered walkway I I Sign I I 9 1 CONC. D♦ - - 1 I Sign B --SD-- �Q--► I I - ----maw SD=====--------=====42=====___ _______ -- NORTH 8th STREET o �� D 0 21"----SS==_____�___--------------- -- 6" ST H-- - - - - - G --- - - - - -- G--��- 11 6„ ST HP II � G---- 1-' STW J` --tt-----------G-----------G------� --- I - ------ -- 2G�---------- -- 1 --- W----------0 - ----- 12'------------------------- G ---- Q I) II---------------- 12' -- - - - - - - - - - - - - W---------------- 12'-- - - - - - - CONC. SIGN II I III B CONC. 2 W.M.'S 11 N 0( a\ \ / x x x x-�c ► x x x x / ti X DRAIN INLET o + \ 1 RIM 30.10 U \\ I I.E.(NW 6")=29.18 / ' 1 i; • x \ 1 8" F liE=25.23 / I II J 2„BRONZE DISC IN SW I 36 SD IE=20.73 STORM MH (48"�- MONITORING WELLS I 1 II x EL=28A1 I.E.(N)=21.08(18" CMP) TYPE I CB, RIM 27.2 LE.(N)=25.31(8"CONC) 1 I I I II I \ I Of w l / / /%/ SD I.E.(S)=21.06(18" CMP) i i I I- I.E.(S)=24.23(8" CONC) I / / (WATER LINE THRU MH) STORM MH • :11 RIM 27.99 J I I / LE.(NW 18")=21.09 I.E. S 18')=21.49 I F - II _ - - -----------1----------- T/------- I =D S 1 I II MH I W I II RIM 27.0 20.92 cn II / II 'w SD II � I II -iT TYPE I C II � RIM 26.41 Q N II BUILDING I.E.(W)=23.54(8" PVC) I.E.(E)=23.51(8" PVC) TYPE I CB - RIM 26.14 II 11 I i 8" PVC TO E STORM MH (54" Rii I I II �� IE (N)} 76.96(18" CMP) I I I II , I I.E.(S)=20.36(18" CMP) I ii I Q I I.E. W=20.36(N'LY 12" PVC) 11111 I I.E.�W�=20.31(S'LY 12" PVC) 0 0� STORM MH, RIM 27.26 I - I I.E.(E)=20.78(N'LY 12" PVC) I L �C AL _ _ - _ _ - - I.E.(E)=20.67(S'LY 12" PVC) i II I I Paved911 - I © PROPOSED 15' x3O' WATER ` II Q EASEMENT TO CITY OF `IIII 1 } -------------------------I------- f------------- RENTON FOR FUTURE WATER VAULT ' X X X X XI--X X X X 2) WATER M II & VALVES (FULL II 4? --- // OF WATER) II ' I IP- - - --------- ----- JI I I lip -, STORM MH (48") RIM 26.14 I I LLE.E)==22"11248"PLAS 1iI i-�1 E.4(" PLAS -W- E.(N 18)=20.19 IIII I Ilp // I SD 0 EXIST. / 72"DIA H RIM 29.25 i IE 23.27N t FIE 20.78N 1 IE 20.78S E� ----�-MH -�-__ _X� IE 20.60SW RtM 30-�6- - IE 20.60E 1 IE 20.00N IE 21.06SE s SD 8" SD IE=25.63 E IE=23.25 SD IE-25.69 SD IE 2 3.2 5 II IID I /j - - - - - - - - - - - - - - - - - TYPE I CB RIM 25.7 Paved I.E.(W)=22.74(8"PLAST) I.E.(E)=22.72(8"PLAST) SD- TYPE I CB ;� II I II p I I STO M M RIM 25.65 I ! II I II RIM 26. I-E.(E)=23.85 I II Q I 21.5 W PLAST.) li I1 I I I RIM 25 WR 82 M III I I I I II � II I.E.=21.77 III II II I �Ir IIII I �� II I • `IIII I I II � II I I II II I I , 11 • III i' ' I IIfl I I I I I lIII I I III FI= II il I II � � 8"E 22.34 I I o 18 SD IE=20.3 I.I Paved ,III SD DETENTION POND SD 18" SD IE=26.37 IE=23.25 18" SD IE=26.41 II IV--E 12 SD IE=25.08 11 II I 1ol II ` Oe i II ' �� . o IE - - ----- II------------�- - it 1 E 18" SD IE=26.65 E IE 23_25--------- 18" SD IE=26.74 10 " F IE = 24.0 �77,�,77 MOFFICACTURING oil I I II - - ii I I/ BUILDING WATER MH �lImo° �,� II I i� FFE 31.0 FULL OF WATER I II I I II fl II I �� W--I II II I I� MATCH LINE N 9,400 FOR CONTINUATION SEE DWG SD46 AREA "A" COMPOSITE UTILITY PLAN SCALE: 1 "=40' 0 I ¢ 0 I cn I o I � w 1 � 1 Z O 1 I- I Q z zo U Of O 1 L.L_ O u7 cD i Ln w LLJ ` z ,i 1 � U 1 a 1 4" SD IE=28.0 [ E E=23.25 ® 1 1 4" SD IE=28.0 1 10 F IE=26.1, 11 I i 1 I 1 1 I 1 1 I 1 I i 1 1 1 I 1 1 I 1 1 N 8TH ST z Lu _ 405 Q-1 Q %1 1 LLJ N 6TH ST 0 _ JL10 _ zI >I Q PROJECT 900 SITE o Qi �l N 4TH ST KEY PLAN (Y NO SCALE 0 z C/T y SSOE, INC. 2 (J ENGINEERS ARCHITECTS PLANNERS 3015 112TH AVENUE, N.E., SUITE 101���i BELLEVUE, WASHINGTON 98004 TEL. 206-827-2950 SHEET PROJECT 9,35021 NUMBER OF DRAWING SD 44 NUMBER CITY OF REN TON DEPARTMENT OF PUBLIC WORKS AREA "A" COMPOSITE UTILITY PLAN DESIGNED: M.B. DATE: FILE NAME: 5011 SD44 DRAWN: C.H.D. CHECKED: SCALE: 1"=40' FIELD BOOK: PAGE: N0. REV SION BY APPR. DATE APPROVED: SHEET: OF: DIRECTOR OF PUBLIC WORKS I mot- I 0 o W W 4 Z 0 � F Q � z z � o U 0-1 I O 1 I O Ico LE) I I W W Z I J I U Q 0 00 0 o 0 0 Q CD cD L(5 CD W W W W II ==x -- -- x—=x=_= x=== IISTORM MH STORM MH 29.0 RIM 29.5 �1 35 IE 21.50 1 E 1 SD IE 25.08 i t II 1 f" SD IE =25.70 F4/7- 7 l I I I1 6' F IE =23.70 I I x — III _ it II II /8" SD IE =25.20 10 F IE =23.00 2 1 2SS FM IE=27.75 10 I IE=25. 4 SD II II - F I I I I [I IE � II II i II I II I I II I II II II II ' I I MANUFACTURING i i E I I i i OFFICE � II BUILDING II FFE 31.0 I II II I I I MATCH LINE N 9,400 FOR CONTINUATION SEE DWG SD47 . — — . > > > > , , r-, .-, r-, i ->-1— 1 1 --71 1 1 -7 \ i n I A N I \ TREES GAS RISER cl MH (DVI D,000 RIM 36.98 I.1 .=27.73 8" CONC FROM S 8" CONC TO N \ I.E.=28.08 6" CONC DROP \� MONITORING WELL RIM 36.62 TYPE I CB RIM 36.08 I.E.(E,6")=33.48 II �I II I CB N 9,800 RIM 36.15 I.E.(E,6" CONC)=34.15 —SAN SWR MH / RIM 36.26 I I' cn cn I I I I I � I I I I � � I I I' 1 w~ I cn I N 9,600 Q I o� I I � I I � � 60' I I I I ' 1 1I 1 I I I I I Paved 1� I' 1 1 � V I I I I I � ; � 1 I I I I I I� �— 1 � —TYPE I CB RIM 35.,61 I.E.(W,6 CONC)=33.71 I.E.(E,8" CONC)=33.61 Z w Q Y <r N 6TH ST N 8TH ST Z Li (PROJECT w SITE 0 Q o N 4TH ST KEY P AN NO SCALE SCALE: 1 "=40' 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 U &T-QiW MH (48") •- °' RIM 39.30 r ; RIM 36.78 00 o I I IE 33.00 ( , ; LE,(N,24' CONC31.81 III I ; I.E. S,24" CON 31.86 oSAN;!I SWR MH, RIM 35.77 O I I I I I.E.(S- N,8")=30.19 � I I , SAN SWR MH, RIM 35.7 1.E.(N,8')=30.51 o I.E.((S,8" =31.76 TYPE I CB, RIM 35.54 I I.E.(W,18" CONC)=30.94 JII ;I I I I.E.('>,18" CONC)=31.24 II ! I.E.(E,18" CONC)=31.12 ter- I I I� I - �II I all III - II LE COII I III {'I I JII I P :ived I I o II I I I TYPE I CB II I1 I I RIM 35.37 �2 18' FROM W _ . I ---W T 18" TO E 14 1 oWATER 1 � I VAULT - - - - I -co N 9,200 I 1 I It I I I I II I I I I I I I ! I TYPE I CB, RIM 36.23 I I.E.(E,6" CONC)=34.48 I 1 I I I I I I °- CITY OF RENTOH UTILITIES /71 EASEMENT REC NO 7201070 i I (TYP.) I I SAN SWR MH 1 I I RIM 36.58 I.E.(S-N,8")=31.68 I-t--------- -- ---- --- IE 24.89 j ! I ; I i - i-------------- ,, -------f--------- ------ \\ TD CON�- I SID 0 30" TD IE=27.88 \\ I I x I I V) ,1 of E IE=26.0 \ E IE=2 0 II 1 SD IE=35.44 I \ n _ I I cV r o_ _ - -- ---- ---- - _ LiJ 12" W IE= 5.6 \�\ I I I "' ' 8 FIE=2 .30 \\ II X E IE 37.50 I 1 I o' i I I 112 IE=35.00 �© F= I \ I I IIlZi I I I I Q ' - \� t2 IE=26.0 IF I I X I - -A 1 I STORM MH (48"), RIM 37.27 - - ----- -- -- -- _. -- - � - - - - -� I I.E. N.24" CONC -32.57 8r, SAN = 27 I - - - - - - - 2.�- - - W- W � s, I I.E.(S,18" CONC)=32.72 o° \V I I � I I � I I I Of v O-- - - --- --- \\ I �► �•� ` EIE37.00 12 F IE=32. 0 I ° � \\ F "' ° 10" F ��=27.05 I I of I ABANDONEQ co ° Z f"" i^ �7-7 T T T T T T �7-7 T -T fir, SAN ��=23.15 10" F IE=27.7 �nl �e u `�\ 12" F IE=26.0 I , w L'j I in LR x BRASS CAP IN !! \�\ \�\ \\ I I i I N I ELEV. 38.04 FUTURE DIVISION OFFICE II \\ \ \ II - -- AB <-DO ED CB- I I SAN SWR MH, RIM 38.08 I I.E.(S-N,8')=32.50 STROM MH ! I \ RIM 38.0 I II \\ \ \ IE 25.64 \ II \\ I TYPE I CB, RIM 37.88 I.E.(W,6" CONC)=35.33 STORM MH STORM MH I \\s� I I �" I.E.(E,6 CONC)=35.38 RIM11 31.0 STORM MHII II IISTORM MH \\ RIM 31.5 I X \\\ IE 5.02 RIM 31.Q1 /; II 11 RIM 31.0 I \\ \\ IE 26.30 I \ I I + r�' ,�: p p1 i 25 �_11_1_1_1.� " S�,_LJ II 30" Sp II IE 26.03 „ `\\ I I i RIM 1381.00� r I I ------- ---------- TR M MH======O=�D 0 SD = =x== I --------------- S 0 \\ 1 II II RIM 31.0 11 " II ° `\ MANHOLE ; \\ ; I I I IFE I I I \ \ d. \ = II II IE 25.81 RIM 35.0\� I I I p CC' L11II it II \\ 11 \\ IE 26.69 \\ ; I ° ° - - - - - ! ° ------------ --- °!! --------- II I \ I WATER MH o; RIM 38.14 1 I I metal ( 11 25'x2.> PUG, I .E.-33.441 j II II II II CD \\ rd o \` I I I 1 �I POWER EASEMLN'T I I ® I I I o \\ \ s h o cv \�\ I I >o i II II ' I REC. NO 860509094s3 w- i ~ CD CD )) )) -- N Ln AREA D COMPOSITE UT CITY PLANCD w SCALE: 1"=40' o Z NO. RE'✓ISION BY N 9,000 APPR. I DATE KEY P AN NO SCALE SSOE, INC. ENGINEERS ARCHITECTS PLANNERS 3015 112TH AVENUE, N.E., SUITE 101 BELLEVUE, WASHINGTON 98004 TEL. 206-827-2950 SHEET PROJECT C� ��J G 0r.. NUMBER OF DRAWING L NUMBER CITY OF REN TON DEPARTMENT OF PUBLIC WORKS AREA "J" COMIPOSI I E uTl� TY P�Ai�i DESIGNED: DRAWN: M.B. DATE: l..H.D. FILE NAME: 5011 SD47 � SCALE: I „=4O' R.L.M. FIELD BOOK: PAGE: CHECKED: APPROVED: I SHEET: Or: DIRECTOR OF PUBLIC WORKS