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Home My WebLink AboutRS-293AWG 0 WG WMH RIM= 178.30 o s ie i 15' WIDE WATER EASEMEN II TO LITCHFIELD 'ROAD INLET STONE & TRANSITION BEGIN BERM ' I 2 ST. W/F HSE # LITCHFIELD RD. LJ i N 75`17'3Q" E 343.92' AS BUILT P LAN 0, INLET STONE 75'17'3Q" DRIVE CORRUGATED METAL PIPE C82 SIT CURB CATCH BASIN Bn RIM = 179.99 CONCRETE �o- s` DIP INV. = 176.59 O 8" SEWER S= 0.0468 o'I STATION 0 +09 TO 3 +62 DUE TO ANTICIPATED CONSTRUCTION ON (m FEET 0 10 20 40 60 80 120' THIS LOT. m . wG II 6" WATER METERS 0 5 10 20 30 — . — I — m �) Z INV. , INV. = 175.55 _ — 12r — RCP DRAIN BiT CURB BIT POLYVINYL CHLORIDE PIPE SDR 35 SUITE 6, 25 BRIDGE STREET W REINFORCED CONCRETE CLASS IV HASKELL � — 40FT. WIDE) JANUARY 14,1999 JOB NO. 1350.11 SHEET 1 OF 1`:' W SEWER MANHOLE SW SIDEWALK HASKELL STREET PLAN UP 9/? I SCALE: 1"=20' ID WG WATER GATE WMH WATER MAN HOLE V) WATER SERVICE CURB, BOX ® o • 5/8" IRON ROD � J rRET J Lij E MAS. ( 58/11 / WALL ®. I. 41. � v C'G4, SMHl l o I Z RIM = 178.94 INV= 170:28 o_ d; O C) — 0 2.5.E . NO o . WG BIT DRIVE DMH1 o RIM =178.17 — INV = 174.55 12"RCP - THyp INV =173.9 INV = 173.45 WCR BIT. SW ' o 0 � o m ) - ---- -- ie i 15' WIDE WATER EASEMEN II TO LITCHFIELD 'ROAD INLET STONE & TRANSITION BEGIN BERM ' I 2 ST. W/F HSE # LITCHFIELD RD. LJ i N 75`17'3Q" E 343.92' EXISTING GRADE 2 ST. W/F HSE #7 LITCHFIELD RD. i LOT 3 WINSHIP COMMON LITCHFIELD RD. ACCESS w o � rn �- 0 0 m O END NEW PAVEMENT 0 O W _ — _ _ WA TER �- 4" GAS_ 6" W _ 3 12" RCP DRAIN —_- QHW UP 175/5 CONC SW CONC DRIVE TRANSITION STONE BEET TBM— TOP STONE, BOUND OPPOSITE CRESCENT HILL RD. ELEV= 195.98 fo \ f LOCUS . HASKEL STREET E NO M9 ��E' --.._ IRAII 0 —_ _26.42' 0 I(rn + 8" S�✓ER o J S = nG 0,004 - ( W?TER UP 75/ OHW STONE F? WALL -- I� 190 M , J +IS 0 - - Il fIl - 0 2 0 m If .J N O Wza m � ; = M P . o �qU) aaEzz oIt III mmrn MMo o o -zzo It oTm . rn�ZZ II - -O N 11 11 OX zzz OEz CP O p45 i zg9 4 m co + 4,6 180— Ma) 24' -8" CMP LATERAL g 0 0468 S =.033 �� .. $' AC 5' ° cn FE Z- . 43'5 tomm _s + 4 O RGP x II II 45 lF 12 a 00 N O ul O N M m h O M N ID O t0 00 00 0) m FE z 170 +62 0 +00 0 +50 1+00 1 +50 2+00 2+50 3 +00 3 +50 n2.,. HASKELL STREET PROFILE e SCALE: 1 " =20' HOR. 1 " =4' VERT. � 1 T fD 0 N m rri W N Z c m o n O , ( 0 a z o M - LOCUS MAP SCALE: 1 IN= 3,000±FF NOTES: 1.) TOPOGRAPHY AND SITE DETAIL OBTAINED BY INSTRUMENT SURVEY. 2.) UNDERGROUND UTILITIES LOCATIONS PLOTTED FROM CONTRACTORS FIELD NOTES AND RECORD PLANS. SURFACE FEATURES BY SURVEY. 3.) ELEVATION REFER TO TOWN OF LEXINGTON SEWER DATUM. 4.) FOR REFERENCE PLANS SEE "DEFINITIVE STREET CONSTRUCTION PLAN Of HASKELL STREET" DATED 9- 30 -95, SHEETS 1 -3. 200 LEGEND: AS BUILT P LAN BIT DRIVE BIT. SW INLET STONE 75'17'3Q" DRIVE CORRUGATED METAL PIPE C82 SIT CURB CATCH BASIN Bn RIM = 179.99 CONCRETE �o- s` DIP INV. = 176.59 O 8" SEWER S= 0.0468 0 STATION 0 +09 TO 3 +62 DUE TO ANTICIPATED CONSTRUCTION ON ELECTRIC PULL BOX FEET 0 10 20 40 60 80 120' THIS LOT. — . wG S 7517` 6" WATER METERS 0 5 10 20 30 — . — I — _� 4" GAS INV. , INV. = 175.55 _ — 12r — RCP DRAIN BiT CURB BIT EXISTING GRADE 2 ST. W/F HSE #7 LITCHFIELD RD. i LOT 3 WINSHIP COMMON LITCHFIELD RD. ACCESS w o � rn �- 0 0 m O END NEW PAVEMENT 0 O W _ — _ _ WA TER �- 4" GAS_ 6" W _ 3 12" RCP DRAIN —_- QHW UP 175/5 CONC SW CONC DRIVE TRANSITION STONE BEET TBM— TOP STONE, BOUND OPPOSITE CRESCENT HILL RD. ELEV= 195.98 fo \ f LOCUS . HASKEL STREET E NO M9 ��E' --.._ IRAII 0 —_ _26.42' 0 I(rn + 8" S�✓ER o J S = nG 0,004 - ( W?TER UP 75/ OHW STONE F? WALL -- I� 190 M , J +IS 0 - - Il fIl - 0 2 0 m If .J N O Wza m � ; = M P . o �qU) aaEzz oIt III mmrn MMo o o -zzo It oTm . rn�ZZ II - -O N 11 11 OX zzz OEz CP O p45 i zg9 4 m co + 4,6 180— Ma) 24' -8" CMP LATERAL g 0 0468 S =.033 �� .. $' AC 5' ° cn FE Z- . 43'5 tomm _s + 4 O RGP x II II 45 lF 12 a 00 N O ul O N M m h O M N ID O t0 00 00 0) m FE z 170 +62 0 +00 0 +50 1+00 1 +50 2+00 2+50 3 +00 3 +50 n2.,. HASKELL STREET PROFILE e SCALE: 1 " =20' HOR. 1 " =4' VERT. � 1 T fD 0 N m rri W N Z c m o n O , ( 0 a z o M - LOCUS MAP SCALE: 1 IN= 3,000±FF NOTES: 1.) TOPOGRAPHY AND SITE DETAIL OBTAINED BY INSTRUMENT SURVEY. 2.) UNDERGROUND UTILITIES LOCATIONS PLOTTED FROM CONTRACTORS FIELD NOTES AND RECORD PLANS. SURFACE FEATURES BY SURVEY. 3.) ELEVATION REFER TO TOWN OF LEXINGTON SEWER DATUM. 4.) FOR REFERENCE PLANS SEE "DEFINITIVE STREET CONSTRUCTION PLAN Of HASKELL STREET" DATED 9- 30 -95, SHEETS 1 -3. 200 LEGEND: AS BUILT P LAN GS WS BIT DRIVE BIT. SW INLET STONE 75'17'3Q" 340.00' CORRUGATED METAL PIPE & TRANSITION N CB CATCH BASIN BEGIN BERM CONCRETE �o- s` DIP DUCTILE IRON PIPE NOTE: NEW SIDEWALK NOT INSTALLED DRAIN MANHOLE STATION 0 +09 TO 3 +62 DUE TO ANTICIPATED CONSTRUCTION ON ELECTRIC PULL BOX FEET 0 10 20 40 60 80 120' THIS LOT. GAS SERVICE CURB BOX CB1 R IM= 179.65 6" PVC SEWER SERVICE METERS 0 5 10 20 30 HYD. INV.= 175.80 0 +60.8 R32% DOWN 7.2' INV. , INV. = 175.55 MB MAIL BOX NOONAN & MC DOWELL, INC. INV.= 175.35 POLYVINYL CHLORIDE PIPE SDR 35 SUITE 6, 25 BRIDGE STREET RCP REINFORCED CONCRETE CLASS IV HASKELL (PRIVATE — 40FT. WIDE) JANUARY 14,1999 JOB NO. 1350.11 SHEET 1 OF 1`:' SMH SEWER MANHOLE SW SIDEWALK HASKELL STREET PLAN TRANSFORMER SCALE: 1"=20' EXISTING GRADE 2 ST. W/F HSE #7 LITCHFIELD RD. i LOT 3 WINSHIP COMMON LITCHFIELD RD. ACCESS w o � rn �- 0 0 m O END NEW PAVEMENT 0 O W _ — _ _ WA TER �- 4" GAS_ 6" W _ 3 12" RCP DRAIN —_- QHW UP 175/5 CONC SW CONC DRIVE TRANSITION STONE BEET TBM— TOP STONE, BOUND OPPOSITE CRESCENT HILL RD. ELEV= 195.98 fo \ f LOCUS . HASKEL STREET E NO M9 ��E' --.._ IRAII 0 —_ _26.42' 0 I(rn + 8" S�✓ER o J S = nG 0,004 - ( W?TER UP 75/ OHW STONE F? WALL -- I� 190 M , J +IS 0 - - Il fIl - 0 2 0 m If .J N O Wza m � ; = M P . o �qU) aaEzz oIt III mmrn MMo o o -zzo It oTm . rn�ZZ II - -O N 11 11 OX zzz OEz CP O p45 i zg9 4 m co + 4,6 180— Ma) 24' -8" CMP LATERAL g 0 0468 S =.033 �� .. $' AC 5' ° cn FE Z- . 43'5 tomm _s + 4 O RGP x II II 45 lF 12 a 00 N O ul O N M m h O M N ID O t0 00 00 0) m FE z 170 +62 0 +00 0 +50 1+00 1 +50 2+00 2+50 3 +00 3 +50 n2.,. HASKELL STREET PROFILE e SCALE: 1 " =20' HOR. 1 " =4' VERT. � 1 T fD 0 N m rri W N Z c m o n O , ( 0 a z o M - LOCUS MAP SCALE: 1 IN= 3,000±FF NOTES: 1.) TOPOGRAPHY AND SITE DETAIL OBTAINED BY INSTRUMENT SURVEY. 2.) UNDERGROUND UTILITIES LOCATIONS PLOTTED FROM CONTRACTORS FIELD NOTES AND RECORD PLANS. SURFACE FEATURES BY SURVEY. 3.) ELEVATION REFER TO TOWN OF LEXINGTON SEWER DATUM. 4.) FOR REFERENCE PLANS SEE "DEFINITIVE STREET CONSTRUCTION PLAN Of HASKELL STREET" DATED 9- 30 -95, SHEETS 1 -3. 200 LEGEND: AS BUILT P LAN {. BIT. BITUMINOUS CMP CORRUGATED METAL PIPE CB CATCH BASIN CONC. CONCRETE �o- s` DIP DUCTILE IRON PIPE DMH DRAIN MANHOLE STATION 0 +09 TO 3 +62 E ELECTRIC PULL BOX FEET 0 10 20 40 60 80 120' GS GAS SERVICE CURB BOX GRAN. GRANITE CURB METERS 0 5 10 20 30 HYD. HYDRANT SCALE`: 1 IN =20FT INV. INVERT MB MAIL BOX NOONAN & MC DOWELL, INC. 190 PVC POLYVINYL CHLORIDE PIPE SDR 35 SUITE 6, 25 BRIDGE STREET RCP REINFORCED CONCRETE CLASS IV BILLERICA, MA. 01821 -1023 S SLOPE JANUARY 14,1999 JOB NO. 1350.11 SHEET 1 OF 1`:' SMH SEWER MANHOLE SW SIDEWALK TRANS TRANSFORMER UP UTILITY POLE WG WATER GATE WMH WATER MAN HOLE WS WATER SERVICE CURB, BOX ® 6 "X6 "X3.5' STONE BOUND WITH DRILL HOLE • 5/8" IRON ROD J Q P AS BUILT P LAN {. IN LEXINGTON, MA. HASKELL STREET �o- s` STATION 0 +09 TO 3 +62 FEET 0 10 20 40 60 80 120' METERS 0 5 10 20 30 1 ,: SCALE`: 1 IN =20FT NOONAN & MC DOWELL, INC. SUITE 6, 25 BRIDGE STREET BILLERICA, MA. 01821 -1023 JANUARY 14,1999 JOB NO. 1350.11 SHEET 1 OF 1`:' P