Laserfiche WebLink
Breadcrumb Navigation:
WG <br />0 WG <br />WMH <br />RIM= 178.30 <br />o <br />s <br />ie <br />i <br />15' WIDE WATER EASEMEN <br />II TO LITCHFIELD 'ROAD <br />INLET STONE <br />& TRANSITION <br />BEGIN BERM <br />' I 2 ST. W/F <br />HSE # <br />LITCHFIELD RD. <br />LJ <br />i <br />N 75`17'3Q" E 343.92' <br />AS BUILT P LAN <br />0, <br />INLET STONE <br />75'17'3Q" <br />DRIVE <br />CORRUGATED METAL PIPE <br />C82 <br />SIT CURB <br />CATCH BASIN <br />Bn <br />RIM = 179.99 <br />CONCRETE <br />�o- <br />s` <br />DIP <br />INV. = 176.59 <br />O <br />8" SEWER S= 0.0468 <br />o'I <br />STATION 0 +09 TO 3 +62 <br />DUE TO ANTICIPATED CONSTRUCTION ON <br />(m <br />FEET 0 10 20 40 60 80 120' <br />THIS LOT. <br />m <br />. wG <br />II <br />6" WATER <br />METERS 0 5 10 20 30 <br />— . — <br />I — <br />m <br />�) <br />Z <br />INV. <br />, <br />INV. = 175.55 <br />_ <br />— 12r — RCP <br />DRAIN <br />BiT CURB <br />BIT <br />POLYVINYL CHLORIDE PIPE SDR 35 <br />SUITE 6, 25 BRIDGE STREET <br />W <br />REINFORCED CONCRETE CLASS IV <br />HASKELL <br />� <br />— 40FT. WIDE) <br />JANUARY 14,1999 JOB NO. 1350.11 SHEET 1 OF 1`:' <br />W <br />SEWER MANHOLE <br />SW <br />SIDEWALK <br />HASKELL <br />STREET PLAN <br />UP 9/? I <br />SCALE: 1"=20' <br />ID <br />WG <br />WATER GATE <br />WMH <br />WATER MAN HOLE <br />V) <br />WATER SERVICE CURB, BOX <br />® <br />o <br />• <br />5/8" IRON ROD <br />� <br />J <br />rRET <br />J <br />Lij <br />E MAS. <br />( <br />58/11 <br />/ <br />WALL <br />®. <br />I. <br />41. <br />� <br />v <br />C'G4, <br />SMHl l <br />o I <br />Z <br />RIM = 178.94 <br />INV= 170:28 <br />o_ <br />d; <br />O <br />C) <br />— <br />0 <br />2.5.E <br />. NO <br />o . WG <br />BIT DRIVE DMH1 <br />o <br />RIM =178.17 <br />— <br />INV = 174.55 <br />12"RCP <br />- THyp <br />INV =173.9 <br />INV = 173.45 <br />WCR <br />BIT. SW <br />' <br />o <br />0 <br />� <br />o <br />m <br />) <br />- ---- <br />-- <br />ie <br />i <br />15' WIDE WATER EASEMEN <br />II TO LITCHFIELD 'ROAD <br />INLET STONE <br />& TRANSITION <br />BEGIN BERM <br />' I 2 ST. W/F <br />HSE # <br />LITCHFIELD RD. <br />LJ <br />i <br />N 75`17'3Q" E 343.92' <br />EXISTING GRADE <br />2 ST. W/F <br />HSE #7 <br />LITCHFIELD RD. <br />i <br />LOT 3 <br />WINSHIP COMMON <br />LITCHFIELD RD. ACCESS <br />w <br />o � <br />rn �- <br />0 0 <br />m <br />O <br />END NEW PAVEMENT <br />0 <br />O <br />W _ — _ _ <br />WA TER <br />�- <br />4" GAS_ 6" W _ <br />3 12" RCP DRAIN <br />—_- <br />QHW <br />UP 175/5 CONC SW <br />CONC <br />DRIVE <br />TRANSITION STONE <br />BEET <br />TBM— TOP STONE, <br />BOUND OPPOSITE <br />CRESCENT HILL RD. <br />ELEV= 195.98 <br />fo \ <br />f <br />LOCUS . <br />HASKEL <br />STREET <br />E NO <br />M9 ��E' <br />--.._ IRAII <br />0 <br />—_ _26.42' <br />0 <br />I(rn <br />+ 8" S�✓ER <br />o J S = <br />nG 0,004 <br />- ( W?TER <br />UP <br />75/ OHW <br />STONE F? WALL <br />-- I� <br />190 M , <br />J <br />+IS <br />0 - - Il <br />fIl - 0 2 0 m <br />If .J <br />N O <br />Wza m � ; = M P . <br />o �qU) <br />aaEzz oIt III mmrn MMo <br />o o -zzo It <br />oTm . <br />rn�ZZ II - -O N 11 11 <br />OX zzz OEz CP O p45 i <br />zg9 4 m co <br />+ 4,6 <br />180— Ma) <br />24' -8" CMP LATERAL g 0 0468 <br />S =.033 �� �.. $' AC 5' ° cn FE Z- <br />. 43'5 <br />tomm <br />_s + 4 O <br />RGP <br />x II II <br />45 lF 12 a <br />00 N O ul O N M <br />m h O M N ID O t0 <br />00 00 0) m FE z <br />170 <br />+62 <br />0 +00 0 +50 1+00 1 +50 2+00 2+50 3 +00 3 +50 <br />n2.,. <br />HASKELL STREET PROFILE <br />e SCALE: 1 " =20' HOR. 1 " =4' VERT. <br />� 1 <br />T <br />fD <br />0 N m <br />rri <br />W <br />N Z <br />c m <br />o n <br />O , ( <br />0 a z <br />o <br />M <br />- <br />LOCUS MAP <br />SCALE: 1 IN= 3,000±FF <br />NOTES: <br />1.) TOPOGRAPHY AND SITE DETAIL OBTAINED <br />BY INSTRUMENT SURVEY. <br />2.) UNDERGROUND UTILITIES LOCATIONS <br />PLOTTED FROM CONTRACTORS FIELD NOTES AND <br />RECORD PLANS. SURFACE FEATURES BY SURVEY. <br />3.) ELEVATION REFER TO TOWN OF LEXINGTON <br />SEWER DATUM. <br />4.) FOR REFERENCE PLANS SEE "DEFINITIVE <br />STREET CONSTRUCTION PLAN Of HASKELL STREET" <br />DATED 9- 30 -95, SHEETS 1 -3. <br />200 LEGEND: <br />AS BUILT P LAN <br />BIT <br />DRIVE BIT. SW <br />INLET STONE <br />75'17'3Q" <br />DRIVE <br />CORRUGATED METAL PIPE <br />C82 <br />SIT CURB <br />CATCH BASIN <br />Bn <br />RIM = 179.99 <br />CONCRETE <br />�o- <br />s` <br />DIP <br />INV. = 176.59 <br />O <br />8" SEWER S= 0.0468 <br />0 <br />STATION 0 +09 TO 3 +62 <br />DUE TO ANTICIPATED CONSTRUCTION ON <br />ELECTRIC PULL BOX <br />FEET 0 10 20 40 60 80 120' <br />THIS LOT. <br />— <br />. wG <br />S 7517` <br />6" WATER <br />METERS 0 5 10 20 30 <br />— . — <br />I — <br />_� <br />4" GAS <br />INV. <br />, <br />INV. = 175.55 <br />_ <br />— 12r — RCP <br />DRAIN <br />BiT CURB <br />BIT <br />EXISTING GRADE <br />2 ST. W/F <br />HSE #7 <br />LITCHFIELD RD. <br />i <br />LOT 3 <br />WINSHIP COMMON <br />LITCHFIELD RD. ACCESS <br />w <br />o � <br />rn �- <br />0 0 <br />m <br />O <br />END NEW PAVEMENT <br />0 <br />O <br />W _ — _ _ <br />WA TER <br />�- <br />4" GAS_ 6" W _ <br />3 12" RCP DRAIN <br />—_- <br />QHW <br />UP 175/5 CONC SW <br />CONC <br />DRIVE <br />TRANSITION STONE <br />BEET <br />TBM— TOP STONE, <br />BOUND OPPOSITE <br />CRESCENT HILL RD. <br />ELEV= 195.98 <br />fo \ <br />f <br />LOCUS . <br />HASKEL <br />STREET <br />E NO <br />M9 ��E' <br />--.._ IRAII <br />0 <br />—_ _26.42' <br />0 <br />I(rn <br />+ 8" S�✓ER <br />o J S = <br />nG 0,004 <br />- ( W?TER <br />UP <br />75/ OHW <br />STONE F? WALL <br />-- I� <br />190 M , <br />J <br />+IS <br />0 - - Il <br />fIl - 0 2 0 m <br />If .J <br />N O <br />Wza m � ; = M P . <br />o �qU) <br />aaEzz oIt III mmrn MMo <br />o o -zzo It <br />oTm . <br />rn�ZZ II - -O N 11 11 <br />OX zzz OEz CP O p45 i <br />zg9 4 m co <br />+ 4,6 <br />180— Ma) <br />24' -8" CMP LATERAL g 0 0468 <br />S =.033 �� �.. $' AC 5' ° cn FE Z- <br />. 43'5 <br />tomm <br />_s + 4 O <br />RGP <br />x II II <br />45 lF 12 a <br />00 N O ul O N M <br />m h O M N ID O t0 <br />00 00 0) m FE z <br />170 <br />+62 <br />0 +00 0 +50 1+00 1 +50 2+00 2+50 3 +00 3 +50 <br />n2.,. <br />HASKELL STREET PROFILE <br />e SCALE: 1 " =20' HOR. 1 " =4' VERT. <br />� 1 <br />T <br />fD <br />0 N m <br />rri <br />W <br />N Z <br />c m <br />o n <br />O , ( <br />0 a z <br />o <br />M <br />- <br />LOCUS MAP <br />SCALE: 1 IN= 3,000±FF <br />NOTES: <br />1.) TOPOGRAPHY AND SITE DETAIL OBTAINED <br />BY INSTRUMENT SURVEY. <br />2.) UNDERGROUND UTILITIES LOCATIONS <br />PLOTTED FROM CONTRACTORS FIELD NOTES AND <br />RECORD PLANS. SURFACE FEATURES BY SURVEY. <br />3.) ELEVATION REFER TO TOWN OF LEXINGTON <br />SEWER DATUM. <br />4.) FOR REFERENCE PLANS SEE "DEFINITIVE <br />STREET CONSTRUCTION PLAN Of HASKELL STREET" <br />DATED 9- 30 -95, SHEETS 1 -3. <br />200 LEGEND: <br />AS BUILT P LAN <br />GS WS <br />BIT <br />DRIVE BIT. SW <br />INLET STONE <br />75'17'3Q" <br />340.00' <br />CORRUGATED METAL PIPE <br />& TRANSITION <br />N <br />CB <br />CATCH BASIN <br />BEGIN BERM <br />CONCRETE <br />�o- <br />s` <br />DIP <br />DUCTILE IRON PIPE <br />NOTE: NEW SIDEWALK NOT <br />INSTALLED <br />DRAIN MANHOLE <br />STATION 0 +09 TO 3 +62 <br />DUE TO ANTICIPATED CONSTRUCTION ON <br />ELECTRIC PULL BOX <br />FEET 0 10 20 40 60 80 120' <br />THIS LOT. <br />GAS SERVICE CURB BOX <br />CB1 <br />R IM= 179.65 <br />6" PVC SEWER SERVICE <br />METERS 0 5 10 20 30 <br />HYD. <br />INV.= 175.80 <br />0 +60.8 R32% DOWN 7.2' <br />INV. <br />, <br />INV. = 175.55 <br />MB <br />MAIL BOX <br />NOONAN & MC DOWELL, INC. <br />INV.= 175.35 <br />POLYVINYL CHLORIDE PIPE SDR 35 <br />SUITE 6, 25 BRIDGE STREET <br />RCP <br />REINFORCED CONCRETE CLASS IV <br />HASKELL <br />(PRIVATE <br />— 40FT. WIDE) <br />JANUARY 14,1999 JOB NO. 1350.11 SHEET 1 OF 1`:' <br />SMH <br />SEWER MANHOLE <br />SW <br />SIDEWALK <br />HASKELL <br />STREET PLAN <br />TRANSFORMER <br />SCALE: 1"=20' <br />EXISTING GRADE <br />2 ST. W/F <br />HSE #7 <br />LITCHFIELD RD. <br />i <br />LOT 3 <br />WINSHIP COMMON <br />LITCHFIELD RD. ACCESS <br />w <br />o � <br />rn �- <br />0 0 <br />m <br />O <br />END NEW PAVEMENT <br />0 <br />O <br />W _ — _ _ <br />WA TER <br />�- <br />4" GAS_ 6" W _ <br />3 12" RCP DRAIN <br />—_- <br />QHW <br />UP 175/5 CONC SW <br />CONC <br />DRIVE <br />TRANSITION STONE <br />BEET <br />TBM— TOP STONE, <br />BOUND OPPOSITE <br />CRESCENT HILL RD. <br />ELEV= 195.98 <br />fo \ <br />f <br />LOCUS . <br />HASKEL <br />STREET <br />E NO <br />M9 ��E' <br />--.._ IRAII <br />0 <br />—_ _26.42' <br />0 <br />I(rn <br />+ 8" S�✓ER <br />o J S = <br />nG 0,004 <br />- ( W?TER <br />UP <br />75/ OHW <br />STONE F? WALL <br />-- I� <br />190 M , <br />J <br />+IS <br />0 - - Il <br />fIl - 0 2 0 m <br />If .J <br />N O <br />Wza m � ; = M P . <br />o �qU) <br />aaEzz oIt III mmrn MMo <br />o o -zzo It <br />oTm . <br />rn�ZZ II - -O N 11 11 <br />OX zzz OEz CP O p45 i <br />zg9 4 m co <br />+ 4,6 <br />180— Ma) <br />24' -8" CMP LATERAL g 0 0468 <br />S =.033 �� �.. $' AC 5' ° cn FE Z- <br />. 43'5 <br />tomm <br />_s + 4 O <br />RGP <br />x II II <br />45 lF 12 a <br />00 N O ul O N M <br />m h O M N ID O t0 <br />00 00 0) m FE z <br />170 <br />+62 <br />0 +00 0 +50 1+00 1 +50 2+00 2+50 3 +00 3 +50 <br />n2.,. <br />HASKELL STREET PROFILE <br />e SCALE: 1 " =20' HOR. 1 " =4' VERT. <br />� 1 <br />T <br />fD <br />0 N m <br />rri <br />W <br />N Z <br />c m <br />o n <br />O , ( <br />0 a z <br />o <br />M <br />- <br />LOCUS MAP <br />SCALE: 1 IN= 3,000±FF <br />NOTES: <br />1.) TOPOGRAPHY AND SITE DETAIL OBTAINED <br />BY INSTRUMENT SURVEY. <br />2.) UNDERGROUND UTILITIES LOCATIONS <br />PLOTTED FROM CONTRACTORS FIELD NOTES AND <br />RECORD PLANS. SURFACE FEATURES BY SURVEY. <br />3.) ELEVATION REFER TO TOWN OF LEXINGTON <br />SEWER DATUM. <br />4.) FOR REFERENCE PLANS SEE "DEFINITIVE <br />STREET CONSTRUCTION PLAN Of HASKELL STREET" <br />DATED 9- 30 -95, SHEETS 1 -3. <br />200 LEGEND: <br />AS BUILT P LAN <br />{. <br />BIT. <br />BITUMINOUS <br />CMP <br />CORRUGATED METAL PIPE <br />CB <br />CATCH BASIN <br />CONC. <br />CONCRETE <br />�o- <br />s` <br />DIP <br />DUCTILE IRON PIPE <br />DMH <br />DRAIN MANHOLE <br />STATION 0 +09 TO 3 +62 <br />E <br />ELECTRIC PULL BOX <br />FEET 0 10 20 40 60 80 120' <br />GS <br />GAS SERVICE CURB BOX <br />GRAN. <br />GRANITE CURB <br />METERS 0 5 10 20 30 <br />HYD. <br />HYDRANT <br />SCALE`: 1 IN =20FT <br />INV. <br />INVERT <br />MB <br />MAIL BOX <br />NOONAN & MC DOWELL, INC. <br />190 PVC <br />POLYVINYL CHLORIDE PIPE SDR 35 <br />SUITE 6, 25 BRIDGE STREET <br />RCP <br />REINFORCED CONCRETE CLASS IV <br />BILLERICA, MA. 01821 -1023 <br />S <br />SLOPE <br />JANUARY 14,1999 JOB NO. 1350.11 SHEET 1 OF 1`:' <br />SMH <br />SEWER MANHOLE <br />SW <br />SIDEWALK <br />TRANS <br />TRANSFORMER <br />UP <br />UTILITY POLE <br />WG <br />WATER GATE <br />WMH <br />WATER MAN HOLE <br />WS <br />WATER SERVICE CURB, BOX <br />® <br />6 "X6 "X3.5' STONE BOUND WITH DRILL HOLE <br />• <br />5/8" IRON ROD <br />J <br />Q <br />P <br />AS BUILT P LAN <br />{. <br />IN <br />LEXINGTON, MA. <br />HASKELL STREET <br />�o- <br />s` <br />STATION 0 +09 TO 3 +62 <br />FEET 0 10 20 40 60 80 120' <br />METERS 0 5 10 20 30 <br />1 ,: <br />SCALE`: 1 IN =20FT <br />NOONAN & MC DOWELL, INC. <br />SUITE 6, 25 BRIDGE STREET <br />BILLERICA, MA. 01821 -1023 <br />JANUARY 14,1999 JOB NO. 1350.11 SHEET 1 OF 1`:' <br />P <br />