Loading...
HomeMy WebLinkAboutRS-712i TBM. TOP BOL T OVER MAIN OUTLET ELEV.= 280.17 NGVD z 0 m PROFILE SCALE: HORIZ. 1 " =40' VERT. 1" --4' CEDAR N �l I I CONC. \NI 8 ,. ES = 8" ES 8" ES .W 8" EW 8" EW - U.P. 168/AQ, 6" V 7 0 U m V O 8" ES 8" ES - - 6" EW 0 a Z � a a 8" P VC SEWER 36 "QA i SDR 35 a PLAIN SCALE: l--40' INSIDE DR INV. =271. E P44FbrJf FZf r 7RE O z # 3 EDGE SILL= 302.58 r m ¢ 0 a ORCH T.B.M. TOP CENTER OF CONC. BOUND ELELV.= 211.75 NO VD N ,}� #2 m o w RIM =22286 X, y INV.-210-36 on TBM. P.K. NAIL SET ELEV.= 294.95 NGVD PROPOSED 6" PVC HOUSE SERVICE SEE PLAN f ❑ EDGE OF PAVEMENT i S 8" ES 8" ES 8" ES --- /nt 6' EW _ 6" E W �\ n GO BOUND FO i� FOUND 92 -4 O z A SEWER PROPOSED g„ P. V. C. SDR 35 6" EW #3 P DAMP E. 0 +00 1 +00 PROFIZZ SCALE. HORIZ. l'--40' VERT. l'- 2 P +50 m 0 � n 0 A fi f / AAS /. + VEMENNT EDGE OF P I!\ 0 < / A m� O Z Y ttV SILL = 2 34 . 64 A4TE I REVISION I BY a a < �a 3�0 W N ENGIN��RIM! a b LL ` BIT. GONG. DRIVE 0 m w # 6 o GONG. O a i 3 RIM= 282.7 30" MAPLE p d 8" INV, IN= 271.2 (STUB) o 0 6" INV. IN= 278.9 8" INV. OUT = 271.0 30" z w w LL ' a N AAPIE t�" MAPLE m m � n n z 0 m PROFILE SCALE: HORIZ. 1 " =40' VERT. 1" --4' CEDAR N �l I I CONC. \NI 8 ,. ES = 8" ES 8" ES .W 8" EW 8" EW - U.P. 168/AQ, 6" V 7 0 U m V O 8" ES 8" ES - - 6" EW 0 a Z � a a 8" P VC SEWER 36 "QA i SDR 35 a PLAIN SCALE: l--40' INSIDE DR INV. =271. E P44FbrJf FZf r 7RE O z # 3 EDGE SILL= 302.58 r m ¢ 0 a ORCH T.B.M. TOP CENTER OF CONC. BOUND ELELV.= 211.75 NO VD N ,}� #2 m o w RIM =22286 X, y INV.-210-36 on TBM. P.K. NAIL SET ELEV.= 294.95 NGVD PROPOSED 6" PVC HOUSE SERVICE SEE PLAN f ❑ EDGE OF PAVEMENT i S 8" ES 8" ES 8" ES --- /nt 6' EW _ 6" E W �\ n GO BOUND FO i� FOUND 92 -4 O z A SEWER PROPOSED g„ P. V. C. SDR 35 6" EW #3 P DAMP E. 0 +00 1 +00 PROFIZZ SCALE. HORIZ. l'--40' VERT. l'- 2 P +50 m 0 � n 0 A fi f / AAS /. + VEMENNT EDGE OF P I!\ 0 < / A m� O Z Y ttV SILL = 2 34 . 64 A4TE I REVISION I BY SZ# R CONSTRU0Tl0jV #rHlTT.rZR RD. do 0HAjVj0L.ER ST LZXZjW.r01V, ffA. BRAWN BY P.If .DATE` 6 -30 -99 SCALE'.• AS NOTFD DESlCNED BY- D. T C. Cfl A-TP BY P. A C. APPROILCB BY. CONTRACT M. 99 -12 SHE`E'T NO. 4 OF 8 0 +00 0+50 Town of Asinglon Div, Cans \{ ;BEAU ;f ENGIN��RIM! olviSION SZ# R CONSTRU0Tl0jV #rHlTT.rZR RD. do 0HAjVj0L.ER ST LZXZjW.r01V, ffA. BRAWN BY P.If .DATE` 6 -30 -99 SCALE'.• AS NOTFD DESlCNED BY- D. T C. Cfl A-TP BY P. A C. APPROILCB BY. CONTRACT M. 99 -12 SHE`E'T NO. 4 OF 8 0 +00 0+50