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HomeMy WebLinkAboutSD-6A-5mm• y 10 S.M.H. 15+93 8' RT. RIM= 179-70 INV.= 170.04 .-a Vic Xt;p �A \c) ol - e -y DO S.M.H. 0+0 RIM= 181.30 INV.=169.76 ti LOT 20 160.00 C7 3 (81 GATE VALVES 14+30 8' LT. 14+44 2' LT. 14+50 7' LT. S.M.H. 13+50,8' RT. RIM= 181.07 INV.= 169.04 � "I 01-0 C, P' LOT 49 m y. 5 0 N LOT 35 YA NA &AAAA,pi�'CA 1 C.B. /V/ 817. co D.tA.VA- D.M.H.#28 P 43D.M.H. 9 C.S. • S.M.H. 4+21d g y. b/, ep RIM=178.49 INV.=171.67 6" G.V. 5+08 S.M.H. 5 +35 F- 115' RT.& RIM=179 .W 3 +0 HYDRANT INV.=172.28 =178.35 .=171. U-1 3 (81 GATE VALVES 6'* G.V.E U) 5+26 10' RT. < U-1 Q 5+41 4' LT. 15'RT,- 8 5+50 10* RT. Uj LOT 31 LOT30 tL LOT 32 z PROFILE "o W-211 !11111 11116 &54C RIM= 180.87 172. INV.= =1 2, it 42�y CAP 06 KCP Ed*ae of Pcvemf �A LC Will t-�w J to 0 20 60 120 I"=40' cQ 2 ;r NO !1109 civil cF Developer Pheasant Brook Estates PHEASANT BROOK LEXINGTON MASS, ESTATES, INC. Butterfield Plan & Prof He Road STATION 0+0 to 8+0 SEPTEMBER 20, 1989 SCALE: I" = 40' HORIZONTAL I"= 4' VERTICAL R-6 TaM ENGINEERING ASSOCIATES INC. COMM- # 305 83 PINE ST. PEABODY MASS. 6 OF IC