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i <br />TBM. <br />TOP BOL T <br />OVER MAIN OUTLET <br />ELEV.= 280.17 NGVD <br />z <br />0 <br />m <br />PROFILE <br />SCALE: HORIZ. 1 " =40' <br />VERT. 1" --4' <br />CEDAR N �l I I CONC. <br />\NI <br />8 ,. ES = 8" ES 8" ES <br />.W 8" EW <br />8" EW - <br />U.P. 168/AQ, <br />6" <br />V 7 <br />0 U <br />m V O <br />8" ES 8" ES - <br />- 6" EW <br />0 <br />a <br />Z <br />� a <br />a <br />8" P VC SEWER 36 "QA i <br />SDR 35 <br />a <br />PLAIN <br />SCALE: l--40' <br />INSIDE DR <br />INV. =271. E <br />P44FbrJf FZf <br />r <br />7RE <br />O <br />z # 3 <br />EDGE SILL= 302.58 <br />r <br />m ¢ <br />0 <br />a <br />ORCH <br />T.B.M. <br />TOP CENTER <br />OF CONC. BOUND <br />ELELV.= 211.75 NO VD <br />N ,}� #2 <br />m <br />o w <br />RIM =22286 X, y <br />INV.-210-36 on <br />TBM. <br />P.K. NAIL SET <br />ELEV.= 294.95 NGVD <br />PROPOSED 6" PVC <br />HOUSE SERVICE <br />SEE PLAN <br />f <br />❑ EDGE OF PAVEMENT i <br />S 8" ES 8" ES 8" ES --- <br />/nt 6' EW _ 6" E W <br />�\ n <br />GO BOUND <br />FO <br />i� FOUND <br />92 <br />-4 <br />O <br />z <br />A <br />SEWER <br />PROPOSED g„ P. V. C. <br />SDR 35 <br />6" EW <br />#3 <br />P <br />DAMP E. <br />0 +00 1 +00 <br />PROFIZZ <br />SCALE. HORIZ. l'--40' <br />VERT. l'- <br />2 <br />P <br />+50 <br />m <br />0 <br />� n <br />0 <br />A <br />fi f <br />/ <br />AAS /. + VEMENNT <br />EDGE OF P I!\ <br />0 <br />< / A <br />m� <br />O <br />Z <br />Y ttV <br />SILL = 2 34 . 64 <br />A4TE I REVISION I BY <br />a <br />a <br />< <br />�a <br />3�0 <br />W <br />N <br />ENGIN��RIM! <br />a <br />b <br />LL <br />` <br />BIT. GONG. DRIVE <br />0 <br />m <br />w <br /># 6 <br />o <br />GONG. <br />O <br />a <br />i <br />3 <br />RIM= 282.7 <br />30" MAPLE <br />p <br />d <br />8" INV, IN= <br />271.2 (STUB) <br />o 0 <br />6" INV. IN= <br />278.9 <br />8" INV. OUT <br />= 271.0 30" <br />z <br />w <br />w <br />LL <br />' <br />a <br />N <br />AAPIE t�" MAPLE m <br />m <br />� n <br />n <br />z <br />0 <br />m <br />PROFILE <br />SCALE: HORIZ. 1 " =40' <br />VERT. 1" --4' <br />CEDAR N �l I I CONC. <br />\NI <br />8 ,. ES = 8" ES 8" ES <br />.W 8" EW <br />8" EW - <br />U.P. 168/AQ, <br />6" <br />V 7 <br />0 U <br />m V O <br />8" ES 8" ES - <br />- 6" EW <br />0 <br />a <br />Z <br />� a <br />a <br />8" P VC SEWER 36 "QA i <br />SDR 35 <br />a <br />PLAIN <br />SCALE: l--40' <br />INSIDE DR <br />INV. =271. E <br />P44FbrJf FZf <br />r <br />7RE <br />O <br />z # 3 <br />EDGE SILL= 302.58 <br />r <br />m ¢ <br />0 <br />a <br />ORCH <br />T.B.M. <br />TOP CENTER <br />OF CONC. BOUND <br />ELELV.= 211.75 NO VD <br />N ,}� #2 <br />m <br />o w <br />RIM =22286 X, y <br />INV.-210-36 on <br />TBM. <br />P.K. NAIL SET <br />ELEV.= 294.95 NGVD <br />PROPOSED 6" PVC <br />HOUSE SERVICE <br />SEE PLAN <br />f <br />❑ EDGE OF PAVEMENT i <br />S 8" ES 8" ES 8" ES --- <br />/nt 6' EW _ 6" E W <br />�\ n <br />GO BOUND <br />FO <br />i� FOUND <br />92 <br />-4 <br />O <br />z <br />A <br />SEWER <br />PROPOSED g„ P. V. C. <br />SDR 35 <br />6" EW <br />#3 <br />P <br />DAMP E. <br />0 +00 1 +00 <br />PROFIZZ <br />SCALE. HORIZ. l'--40' <br />VERT. l'- <br />2 <br />P <br />+50 <br />m <br />0 <br />� n <br />0 <br />A <br />fi f <br />/ <br />AAS /. + VEMENNT <br />EDGE OF P I!\ <br />0 <br />< / A <br />m� <br />O <br />Z <br />Y ttV <br />SILL = 2 34 . 64 <br />A4TE I REVISION I BY <br />SZ# R CONSTRU0Tl0jV <br />#rHlTT.rZR RD. do 0HAjVj0L.ER ST <br />LZXZjW.r01V, ffA. <br />BRAWN BY P.If .DATE` 6 -30 -99 SCALE'.• AS NOTFD <br />DESlCNED BY- D. T C. Cfl A-TP BY P. A C. <br />APPROILCB BY. <br />CONTRACT M. 99 -12 SHE`E'T NO. 4 OF 8 <br />0 +00 0+50 <br />Town of Asinglon <br />Div, <br />Cans \{ ;BEAU ;f <br />ENGIN��RIM! <br />olviSION <br />SZ# R CONSTRU0Tl0jV <br />#rHlTT.rZR RD. do 0HAjVj0L.ER ST <br />LZXZjW.r01V, ffA. <br />BRAWN BY P.If .DATE` 6 -30 -99 SCALE'.• AS NOTFD <br />DESlCNED BY- D. T C. Cfl A-TP BY P. A C. <br />APPROILCB BY. <br />CONTRACT M. 99 -12 SHE`E'T NO. 4 OF 8 <br />0 +00 0+50 <br />