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EXIST. BVW LIMIT (TYP) <br />Mm <br />TEMP. CONSTRUCTION EASEMENT (TYP) <br />R &R GRANITE CURB (TYP) <br />go <br />i <br />PROP. SAWCUT AT <br />LIMIT OF PAVEMENT <br />RECLAMATION (TYP) <br />PROP. WHEELCHAIR <br />RAMP — TYPE D (TYP) <br />PROP. STEEL— BACKED TIMBER GUARDRAIL / <br />TO TUBULAR STEEL — BACKED TIMBER <br />PROP. STEEL — BACKED TIMBER BRIDGE RAIL CONNECTION (TYP) ROP. H.M.A. SIDEW (K <br />GUARDRAIL, TYPE A (TYP) A DRIVEWAY WITH <br />PROP. TUBULAR STEEL — BACKED CUR ETL TYP) <br />WF Aa KF Al TIMBER BRIDGE RAIL (TYP) <br />#117 ONE ST �x,9�¢ \ <br />LOT 39B WF er PROP. HAY ALES FOR EROSION C TROL a <br />N/F <br />LEUNG, MAY M t 1f <br />BK28146 PG593 WF A8 �(NF) SMH RIM = 194.31 g PROP. STEEL — BACKED TIM ''3, <br />(sW)NV..= 186.56 WF c ^^ GUARDRAIL TERMINAL SECTION, \ NV= 1Rfi..54 inn / TYPF FAT-m ?FT FI ARF \ �d + \ <br />n < n NO. 91 NO 9 - ° no — — M�7-18 .441 — T C NC® <br />LO 27 CB RIM= 19J. % �'O' �5 �� n ( )INV. = 183.00 �"` o NO. 107 o SMH /M =192 00 <br />lNV.= 190.22 #81 Z C4 _ i /� - -__ 92- D z a Z <br />LOT 26 m 7 n c� <br />(NE V. =184.43 ( 1�' <br />SCOTT JAMES A SMH RIM = 189.20 0 J TEMP. CONSTRUCTION (SW)! V.= =184.36 <br />BK15179 PG571 N/F HIGH STONE E !NG(R ) p ( C31 AD . GAS V v B.0 <br />SCIOL DONALD J fn (E)INV.= 176.30 ( 1 t No lo3 EASEMENT (TYP) <br />OOD & CON <br />BK12 92 PG554 #93 <br />#95 (W)IrVO= 176.24 �I HEADWALL #107 <br />LOT 25 LO7 24 (S)iNV.= 176.06 1 15" RCP 103 LOT 216 PROP. GRAN. CURB TYPE 4 TY GUAR <br />N/F N/F WF C5 f 1NOERT = 18 .30 LOT 226 N F ( HYD ANT NOT 1N SERO(CE <br />FROTHtNGHAM, PH !S E OZURANSKY, JUDITH A TRS CHAREAS, lCHOLA P <br />BK20742 PG51 BK32835 PG254 #97 FLOW PATH N/F BK43958 PG486 <br />LOT 23 ffi WF C2 BILLIE, MILFRED E & PROP. SLOPE LIMIT (TYP) #1 HOWARD MONROE PL <br />N/F MCHUGH, SHERYL M LOT 164F <br />JAROIS, GUY W BK1310 PG113 PROP. 4" LOAM AND SEED (TY) N/F <br />R &R GRANITE CURB { P) BK273`6 PG148 WF cp MCLAUGHLIN, JAMES M <br />PROP. CEM. CONC. SIDEWALK /R WALL BK1317 -9 <br />CAP AND GALVANIZED METAL PI E RAIL <br />WF PROP. H.M.A. DRIVEWAY (TYP) s PROP H M A SIDEWALK BENCH MARK <br />TEMP. CONSTRUCTION EASEMENT (TYP) <br />PROP. CEM. CONC. SIDEWALK /RET. WALL <br />CAP AND GALVANIZED METAL PIPE RAIL <br />AT DRIVEWAY WITH X —CUT RIGHT FRONT <br />CURB RETURNS (TYP) BONNET NUT ON HYDRANT <br />ELEV. = 192.31 <br />PROP. SAWCUT AT LIMIT OF <br />PROP. 5' -6" H.M.A. SIDEWALK (TYP) PAVEMENT RECLAMATION (TYP) <br />PROP. PAVEMENT RECLAMATION (TYP) <br />HORIZONTAL SCALE IN FEET <br />0 20 40 <br />SCALE 1 " = 20' -0" <br />:m <br />• <br />• <br />• <br />• <br />f-%UV) 201.29h <br />r `ti <br />W1 -4R <br />#116 <br />- LANDSCAPED 2 'E <br />LOT 50 <br />N/F <br />GAETANO, J FERRERA <br />& OLGA, T FER <br />(E)INV.= 193.72 <br />BK24521 PG512 <br />r <br />#5 <br />10c)1 <br />MONROE PL <br />C B RIM= 198.58 1 6 1 <br />LOT <br />(E)1NV.= 194.63 I z I <br />(SW)1NV.= 194.36 I L I <br />Iwl <br />INI <br />I I <br />STANL Y <br />c- e�E— ® - -IZI <br />E <br />_ 101 <br />9e�C o -24 °_ 1 o <br />L <br />ryo <br />o 4" <br />DYCL N <br />clj <br />— — <br />f-%UV) 201.29h <br />r `ti <br />W1 -4R <br />CoWigor. :1 . <br />- LANDSCAPED 2 'E <br />CB M =197.16 <br />V. <br />(NE)l = 193.77 <br />(E)INV.= 193.72 <br />(W)l V. = 193.28 <br />#5 <br />OWARD <br />MONROE PL <br />LOT <br />164H <br />N/F <br />EUTSCH, <br />STANL Y <br />BK40690 PG25 <br />io <br />CoWigor. :1 . <br />