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HomeMy WebLinkAboutS-394912SEE SHEET SS-12 FOR CONTINUATION CONSTRUCTION NOTES: O) C'7 N r�7 u N N z O w w w w J w (10 O M N O N O ,-1 ,-1 u) U) Ln N N i L0 a� v 0 Q U i N ru L d d 0 c 0 c a� ry N N i 00 u a) 0 L �I w 35 30 25 20 15 10 5 (178159) CB 184 5 (113735) 2" HDPE RIM 30. 7 2" METAL IE 2 .4 S, 8" CONC 8" METAL �8" METAL /GQ GP \: 250 CB 18707 (141561 I RIM 30.76 \ IE 29.1 W, 8" PVC CB 18485 (113734) \ I NM 31.12 \ I IE 29.8 S, 8" CONC 112 jI o 112 -31 DTI 0" DT12" PINE14" 0 /R HAI.LS33125 IPINE� �� SS C�1 t \ J-�o AiS DT14" V 32-INE18" 3Z� pCT 00 -32 - P `0_ r�--}-c_ t t t 00 -- =.T GP-J-\� UG -.- -----UGP== _= GP= MAP a4 P- ��a--UGa - - --UGP-----U MAP2 �IGF�=-. MAP6a -�-32- + 4 -- T - -- -- - - --- - --� I-- ° 4° - - -3 - _ _ __ a - - --- - --- _ _ I - - - 74 O� IZI- U 12"C90 1 12"C900 SD �- 1 I �' `� 1 1 12"C900 SDI ■ 12"C900 SD U v) I, „ I-_ „ I S3RD ST ____ „I acn - - 17` W DI - - - - - 1 W DI - - - - 12 W DI - - - - - 12 WADI - - - - - 12 W D - - - - - 12 W DI J - - 12 W DI - - - - - 1 Z- YV �, - - - 12 W DI - - - - - 12 W DI - 12' W DI - - - - - 12 W 12 W DI - - - - - 12 W DI - - - - w C5+00 I C6+00 I C7+00 I C8+00 Lu Lu co-32, � C9+00 a � w II - II Ln w Lu Z • \ • 24" C900 SS I 24" C900 SS I Z w Lu I II J w _ \ 110 STA C5+85 6' RT G G G I G G G 0 82 - G I G = U 1 60H IA MH I I f T T T- KB_16 f T - U _ i ipp- Q ® -UGP° ° a±--l- --- --_ - - =fi _ _ = _- - - ---_ _ -UG - - 11II - _ T4" °a . - U `� ". �FIKE`1� 32 DT20 '6T4" 144 SDMH 18172 (135878) RIM 31.06 - 18 6 AL /'0300 I 107 SDMH 18144 (135877) 111 6 IE 2 C FF=32.14 1 DT4" �E 23.3 E, 8" CONC RIM 31.36 COORDINATE WITH IE 23.1 NW, 12" METAL IE 26.2 N, 8" CONC GAS UTILITY CB t I IE 24.9 E, 8" CONC RIM I IE 24.6 A 8" CONC i 115 125 IE r , I SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 300 RAINIER NIC N' AVE S E: 107 S 3RD ST NIC N' E: CB RIM PVC IE 8" PVC NE=28.21 I \ BOTTOM=27.3 TOP MUCKI C Gco I I I \ I I I J 0 - I I II I CB 187 141564) STORM VAULT IE 28.7 E, VC I I WITH WATER SEPARATOR IE 28.3 NW, 8" I RIM 31.2 o B I IE " PVC,S=27.34 RIM=31.18 6" PVC N=27.24 I IE 6" PVC E=28.781 I C IM=31.69 IE 6" PVC N&S=28.1 RIM 31.17 °C I IE P `�27.7 DT I 29.4 W PVC_ 6•4 -- as - - - -I- asp- - - I SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 111 S 3RD ST NIC N' E: 125 S 3RD ST NIC N' E: *SS NO. SPECIFIC TO THIS SHEET PLAN 0 10 20 40 60 SCALE: 1"=20' O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS d d U-) N rV i v7 Lnn Lr) EXIST GR @ Ln c~ Ln � V) V) '-' w '-' � x x X x ROW CL x x x x x x x w w w w w w w w w w x w O co + 0 0 0 O IZI- 0 �U + a00 w U-) ' � LuLu 12 TYP U-) Ln cn w w J Lu= U) U 538 LF 24" C900 SS @ SLP=0.1% J Lu Q SSMH #15� w _ � 10 STA C5+85, 6' RT u RIM=31.32 3+.48r Q IE(IN)24"(W)=19.28 +9.++ IE(OUT)24"(E)=19.01 C4+80 C5+00 C5+20 C5+40 C5+60 C5+80 C6+00 C6+20 C6+40 C6+60 C6+80 C7+00 C7+20 C7+40 C7+60 C7+80 C8+00 C8+20 C8+40 C8+60 C8+80 C9+00 C9+20 C9+40 C9+60 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE I BY NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN murrar!,vsmi IF THIS BAR DOES SEE NOTE ON mt NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE EA RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT i 35 30 25 20 15 owt 5 S3RD ST SEWER PLAN & PROFILE STA C4+80 TO STA C9+60 S-394912 SHEET SS-7 56 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021