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HomeMy WebLinkAboutS-361516LO T M CL N w_ z H ca U `Y 0 O I_ N 0 co ^Q. MW. DL U) C 0 0) c Lu F � g0 3 REINSTATE ALL EXISTING , ,st F \ NsEe"P°sEME "` \9 Y S� a w2263 — LIVE SIDE SEWERS AND CIPP S TO LATERAL wl °P \ 236 6 Z HABILITATION ATEACH. ce 6\MS� 233 25 °,9 SEE SEWER CONNECTION 7� 0025 CIS ce R\MS/ 2q o 0075 \E a NOTES ON SHEET 1 D S. W. LANGSTON RD. (rYP.) CO RIM= 253.51 + F" \� a' wcoD \ CONC WALL (TTP) one. a L B' C.L ASPHALT G G 2' IP GAS G 9' 0.L w w W w 3 V w w W w I W W _ MH #5 0 s S71'27'12'E 2 IP G w w 4" WE. (PLArv) w w ROADWAY — 27.83 - c W w w w w w a' VFD cpL ) w SD ❑ N . SD °j S SD � Sp 12' GOING n RD SO ED sD � CONE WALL 0 O CONC. WALL UNDER HEDGE 3 IP GAS HP P GNP \ OHP I NSP "N�t +0 5' CH. LIN 5 .I . I .0 o x \ I p\a g23q g d I 35662 q2 C0 R \M �E22 92 0 \\ I 1+ °° R \M °2 236 o o \ Ga \MS 2 233' Slv5 s 5 ° E° M° 2 h9. 19 n I 10. a 6 �1,N wF%� 5 53 \ \ fla 30, 5 °M8 NW' 2n21 c \ ` 0' ,F- ,2 777�_ ,LggSEtgt SE #gOEMENj I �NI °Pf` ° \.\5E 'jM ENI °PSE I wS, F2q� a E� I I \A 5�$Zgn.MENA I m3 F. OPSF- 7L 0550 I i wl ID zo T-1 0510 i I T-1 0550 I 1 0640 I r l 0535 I r 1. 052D 7 I ABANDON EX SSCO N 179024.33 ... 26 ............:.E .1295216.83................. ....:.. ....................................... ..................................... ....... ..:.........:.................. :....... ..:.... ....:.........:. ......:....260..:.. RIM = 253:51 E IEIE= 240.63 o m U 250. 3 m ..... U. 250 - . - - .. ...... ...... ....................... ....... .................. ........ EX. ROAD 0.5. m E 0: ABOVE :SEWER - °a �: ° o N m ... 240: .. 240 - ......... ..... ........ ............ ........... ................ °................. ........... ........................ ....... ..... .. m .... ........... ABANDON MH #5 G 3 o PIPE WITH N 1799099.195 179009.33 INSTALL o 230 CONCRETE .... .: E ,29 3T .1295226.15 446 LF OF 6" CIPP : : PLUG o. . INSTALL NEW 54" MH : R /M= 25330 252.45 lE 8" SE = 24905 240.40 (RECONNECT EX, SEWER) APPROX. 3' OF 8" PVC zzo .:.........:.. ......:.... ............... CONNECTED TO THE 220 EXISTING 6" CONCRETE EX SSMH CONCRETE 210: - N 178828.29 210 RIM = :233.85 IE 8`5= 226.12 IE 6" NW = 226.22: 200. 200 - ................................................................................................................................................... ............................... ....................................................................... ............................... AS -BUILT DECEMBER 12, 2012 S=3 61516 * AS -BUILT INFORMATION PROVIDED BY RAM SURVEYING & MAPPING, LLC $VR+MN: $CNE a>E SIDE SEWER CONNECTIONS ARE PACE �ZOW A, NA. 9w 9U CITY 0 F APR 2012 °6aD" =2D EARLINGTON SEWER REPLACEMENT P SHOWN IN THEIR IN-BUILT LOCATIONS „u R E N TO N BASED ON POST - INSTALLATION VIDEO INSPECTION. ° *" DH W.� „O, Phase II s -6 cxwcxrnDMC "TFll1L Planning/Building/Public Works Dept. IF NOT ONE WOH N0. REVISION BY DATE APPR ,vrxwm:H"C0R °NG HGLY 5x� 6 m 10 G 5 -3b is /� 5- 361516