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HomeMy WebLinkAboutS-361506LO T N d G w _ z a> w cz O CL a, Q � C cz �^Q rr C 0 a) C cz W RW\Mg 223 2 �— REINSTATEALL EXISTING 61a 1st E`o gPSEM `� \ / \ asy 226' LIVE SIDE SEWERS AND TAtC— M52 �' N N 7 a CIPP S TO LATERAL �v l0 "55M 262`6 G R \M� � 2 HABILITATION AT EACH. ce 6 s' '3 \ 25° e SEE SEWER CONNECTION 7.' J9» Ci7 FvM'' 2 6 tr �.Np �g261010 �,� G- NOTES ON SHEET 10 S. W. LANGSTON RD. (T,�P.) "sPap�t G0 R\M °5 °2 ( �' � nSeHnvz CO RIM- 253.51 ° Ea \E ooD cave wnu (rva)� C�CMt"r'r't I I — — w w e° al. w ASPHALT c s z' P cncns c �II° e 0.1. v w 8 w w w w w w MH #5 m _ & _ _ _ 1 S71 °27'12 "E _ P f — W a^ wrR. (PLAN) w w ROADWAY w w w w } w — — — _ — a° wnt (auN) _ 27.83' ' SD S SD S^ SD � �' SD 12' --NC &I w e ti 3 SDD I0 O SD o M 'Y�.W' . � SD ❑ MNC. WALL CONIC DEd H3 y Pw �OHP �R io 6n5 v \ I SPNMbS \5 4 5' CH. LINK v Y I \ R ( I 4 226 X61 .Iy A \ I Zk Na Zk2363 R \M ° \E2 0 2 2 5 rt v .. I 'er a s r a �g 6 \E SOM2 W, \ SNas I EM2N? Zn� I, cE 7 0II 30' /T \ E 12 I F�3 /� I N�� #2ka'��Nt NSF.#°'SEMF -N� I WIePF�Mo 11644 j6 MENS N g 26 MEN p,5`� / 6P 151 Zp2 F' 9PSF• I I } ° o / 7L, 01540 NOTE.' SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMAT /ON AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE TO RECONNECT /REINSTATE EACH LIVE SIDE SEWER THAT IS CONNECTED TO THE SEWER MAINLINE. THE CONTRACTOR SHOULD ASSUME THAT ALL ADJACENT PROPERTIES ARE CONNECTED. TO THE SEWER MAINS UNLESS OTHERWISE VERIFIED. ABANDON EX SSCO N 179024.33 ... 260 .:.........:.E .1295216.83.. .....: ... .....: ... ..,.... :.. :..... ...:........ ..... :...... .:.... :.. ... .........:....... .... ..:.... .. 260 RIM = 253;51 E IE 6" E = 240.63 o v 250: v: : 250 ..... .... .......... .... ° EX. ROAD ............... a; Y. ...... ......,,. ..... ............... ....... .._.. ..... _......... .... ....., ....... � E' t U °� O N tx E 240 - `o 240 ....... ........ ..... ..... ..... ..... .... .................... o. ...... ...... ..... ° ...... ........ ........ ....... ... .. 3 u, v ABANDON MH #5 ° o PIPE WITH N 179009.95 z3o CONCRETE INSTALL 461 LFOF6' CIPP: E 1295224.53. ° ° PLUG INSTALL NEW 54 "MH RIM= 253.50 1E 8" SE = 240.05 (RECONNECT EX. SEWER) APPROX. 3' OF 8" PVC zzo CONNECTED TO THE : 220 EXISTING 6" CONCRETE, EX SSMH CONCRETE 210: N 178828.29 : 210 ..... .. ............................... ................ ................ ................ ......... ..... ... .......... .. ............................... ................... ............................... 1 RIM = 233.85 IE 8" S = 226.12 IE 6" NW = 226.22: 200 200 ........................................................................................................................................................................................................................................................ ............................... PACE Amx M' w lees NoHIZONIN: W➢ 1983/1991 F APR 2012 9E9IGNE0: 1 ° =20' :• a= CITY OF o9nmv: J °H RENTON EARLINGTON SEWER REPLACEMENT P., J°H o9a'mxc xo: E�-D nu s ce.,E Plonning /Building /Public Works Dept. Phase II S -6 ° IF NOi ONE INOH ��NO. REVISION BY DATE APPR " 6 10 5 -5615E