HomeMy WebLinkAboutRW-476BLACK & VEATCHBURLINGTON, MASSACHUSETTSB&V PROJECT NO. 410782IN ASSOCIATION WITHPREPARED BY
NO.DATEBYCHK'DREVISIONCONTRACT NO. :ACCESSION NO. :DATE:SCALE:APPROVED BY:CAD FILE NO. :CHECKED BY:DESIGNED BY:DRAWN BY:SECTION NO. : MASSACHUSETTS WATER RESOURCES AUTHORITYPREPARED BY :DRAWING NO.6522NORTHERN EXTRA HIGH - SECTION 63ofAPR 202415WATER R
E
SOURCES AUTHORITYMASSACHUSET
T
S REFERENCE:63LOCATION MAPSCALE: NOT TO SCALE 16-INCH PIPELINELEXINGTON, MA 02420PLOT DATE: 2024/04/23 3:41 PM BY: THO97586
File = C:\PW_WORKING\BVW_AMERICAS_2\D1446951\G-2 - 16 INCH PIPE Saved by:THO97586 Save date= 2024/04/23 3:40 PM2G-2SHEET LIST AND LOCATION MAPGENERALDSBRKWMBPCIRG-2 - 16 INCH PIPEAS NOTEDN/AINDEX TO DRAWINGSSHEETDRAWINGSHEET TITLENUMBERGENERALG-1 1COVERG-2 2SHEET LIST AND LOCATION MAPG-3 3LEGEND, ABBREVIATIONS, NOTESCIVILC-1 4 16-INCH LEXINGTON MAIN PLAN & PROFILE 1 STA 0+00 TO 8+00C-2 5 16-INCH LEXINGTON MAIN PLAN & PROFILE 2 STA 8+00 TO 17+00C-3 6 16-INCH LEXINGTON MAIN PLAN & PROFILE 3 STA 17+00 TO 26+00C-4 7 16-INCH LEXINGTON MAIN PLAN & PROFILE 4 STA 26+00 TO 35+00C-5 8 16-INCH LEXINGTON MAIN PLAN & PROFILE 5 STA 35+00 TO 44+00C-6 9 16-INCH LEXINGTON MAIN PLAN & PROFILE 6 STA 44+00 TO 52+00C-7 10 ENLARGED PLAN - LEXINGTON EMERGENCY CONNECTIONC-8 11 ENLARGED PLAN - CONNECTION TO 16"WC-9 12 TOWN OF LEXINGTON DETAILS1APR 2024SESDSBRECORD DRAWING12
LEGEND (EXISTING)CATCH BASINDRILL HOLECONIFEROUS TREEELECTRIC JUNCTION BOXELECTRIC MANHOLEFLAG POLEGATE VALVE/CURB STOPHAND HOLEHYDRANTIRON PIPELIGHT POLEMAIL BOXMISCELLANEOUS MANHOLEWATER MAIN & STATIONS (ON PLAN)CABLE LINEELECTRIC LINEGAS LINESANITARY SEWERSTEAM LINESTORM DRAINCONTOUR (DEPRESSION)WATER LINEPOSTUNDETERMINED UTILITY LINE LOCATION/TERMINATIONWATER MANHOLEGUARD RAILFENCE LINEGAS PUMPMONITORING WELLSEWER MANHOLESINGLE SIGNSTONE BOUNDTELEPHONE MANHOLETRAFFIC SIGNALUTILITY POLEHEDGECONTOURCONTOUR (INTERMEDIATE)BUILDINGGAS MANHOLEUTILITY POLE WITH LIGHTCOMBINE SEWER-DRAINWATER MAIN CONCRETE CRADLE (ON PLAN)TELEPHONE LINEDRAIN MANHOLEEASEMENT LINE/RIGHT-OF-WAYWOODEN POST FENCEUNDERGROUND TRAFFIC SIGNAL LINE(FROM IN THE FIELD VISIBLE PAVEMENT CUTS)PROPERTY BOUNDARYLIMIT OF WORKROCK OUTCROP/BOULDERTRAFFIC SIGNAL CONTROLLER CABINETELECTRONIC LINE TRACING (UTILITY)LTIRRIGATION CONTROL VALVEICVABANDONEDABANRECORD LOCATION(REC)HHHAND HOLEDIAMETERØCATCH BASINCBDUCTILE IRON PIPEDIPMISCELLANEOUS GATEMGFLANGEDFLPEPLAIN ENDSTASTATIONWATER GATEWGSTONE BOUNDSUMP ELEVATIONSTEEL LINED DUCTSBDSLDS=80.00RIM ELEVATIONR=100.00BLOW OFFBOIPIRON PIPEMJMECHANICAL JOINTFIBER PIPEFPDRILL HOLEDHCLEAN OUTCOANGLE POINTABBREVIATIONSANGLE PTUTILITY NOTESCLAYCLBITUMINOUSBIT.CONCRETECONCNO PIPE VISIBLENPVI A=90.00INVERT ELEVATION (PIPE A)T.O.N.=90.00TOP OF VALVE NUT ELEVATIONT.O.W.=90.00TOP OF WATER ELEVATIONT.O.S.=90.00TOP OF SEDIMENT ELEVATIONSTEELSTLFIRE ALARM LINECABLE MANHOLEBUILDINGBLDGCHAIN LINK FENCECLFEDGE OF PAVEMENTEOPT.O.P.=90.00TOP OF PIPE ELEVATIONSTORYSTYVGCVERTICAL GRANITE CURBTREELINELANDSCAPELS1.THE EXISTING CONDITIONS SHOWN ON THIS BASEMAP ARE THE RESULTOF AN ON THE GROUND INSTRUMENT SURVEY PERFORMED BETWEENAPRIL 5, 2021 AND MAY 14, 2021 BY MARTINEZ COUCH & ASSOCIATES(MCA).2.HORIZONTAL DATUM IS BASED ON THE MASSACHUSETTS STATE PLANECOORDINATE SYSTEM NAD83 - ENGLISH UNITS. VERTICAL DATUM ISBOSTON CITY BASE (BCB, COMPUTED USING GEOID12B). THE UNIT OFMEASUREMENTS IS US FEET.3.HORIZONTAL STATIONING SHOWN ON PLANS IS FOR LEVEL LINEMEASURE. ACTUAL UTILITY LENGTH SHALL BE DETERMINED BY THESLOPE OR CURVE ON WHICH THE UTILITY IS INSTALLED.4.UNLESS OTHERWISE NOTED, EXISTING CURBING MATERIAL IS GRANITEOR BITUMINOUS CONCRETE.5.BORINGS WERE TAKEN FOR PURPOSES OF DESIGN AND INDICATECONDITIONS AT LOCATIONS OF BORINGS ONLY. SUBSURFACECONDITIONS MAY VARY FROM THOSE SHOWN IN THE LOGS.GROUNDWATER LEVELS INDICATED ON THE DRAWINGS AND IN THE LOGSARE THOSE EXISTING AT THE TIME BORINGS WERE MADE AND DO NOTREPRESENT PERMANENT GROUNDWATER LEVELS. BORING LOCATIONSARE SHOWN ON DRAWINGS C-4 THROUGH C-8. SEE THE GEOTECHNICALDATA REPORT IN THE SPECIFICATIONS FOR BORING LOGS.BORINGOVERHEAD WIRECAPROCK100' WETLAND BUFFERWETLANDS DELINEATION WITH FLAGSRETAINING WALLSTONE WALLSTREAMS/LAKES/RIVERSRAILROAD TRACKSCAST IRONCIDRAIN MANHOLEDMHEXISTINGEXISTGAS GATEGGHDPEHIGH DENSITY POLYETHYLENEMATCH EXISTINGMESANITARY MANHOLESMHINVERTINVUPUTILITY POLEWROUGHT IRON FENCEWIPBARE STEELBSGRANITE CURBGCPLPLASTICUPL 78/28TEST PITUTILITY POLE IDGENERAL NOTESOVERHEAD WIRESOHWSINGLE WHITE LINESWLDOUBLE YELLOW LINEDBYLFORCED MAINFMMAIL BOXMBDUCTILE IRONDICHAINLINK FENCECLFAIR CONDITIONERAC1.ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED USING FIELD SURVEYINFORMATION AND AVAILABLE RECORD INFORMATION. ACTUAL ON THE GROUNDFIELD SURVEY PERFORMED BY MARTINEZ COUCH & ASSOCIATES. SEE GENERALNOTES 1 ON THIS SHEET.2.RECORD UTILITY INFORMATION FROM THE VARIOUS UTILITY COMPANIES ANDPUBLIC AGENCIES ARE APPROXIMATE ONLY AND ACTUAL LOCATIONS MUST BEDETERMINED IN THE FIELD.3.NOT USED.4.THE LOCATION OF EXISTING PIPES OR OTHER UNDERGROUND STRUCTURES ORPROPERTY LINES ARE NOT WARRANTED TO BE EXACT, NOR IS IT WARRANTEDTHAT ALL UNDERGROUND PIPES OR STRUCTURES ARE SHOWN.5.FOR LOCATION OF UTILITIES NOT COVERED BY THE DIG-SAFE PROGRAM,CONTACT THE FOLLOWING AGENCIES THREE WORKING DAYS PRIOR TO ANYEXCAVATION:A.LEXINGTON DEPARTMENT OF PUBLIC WORKS, WATER, SEWER, TRAFFIC, ANDOTHER AGENCIES RESPONSIBLE FOR LOCATION OF LOCAL UTILITIES.LEXINGTON DEPARTMENT OF PUBLIC WORKS: 781-274-8300.B.MASSACHUSETTS DEPARTMENT OF CONSERVATION AND RECREATION (DCR)PERMIT SECTION: (617) 626-1491.C.MASSACHUSETTS WATER RESOURCES AUTHORITY: (617) 305-5029D.MASSACHUSETTS DEPARTMENT OF TRANSPORTATION (MADOT).6.ALL STREET LIGHTING AND RESIDENTIAL ELECTRIC LINES CONSIST OF 1 1/2" TO 4"CONDUIT, UNLESS OTHERWISE NOTED ON PLAN VIEW AND MAY NOT BE SHOWN.7.NOT USED.8.SUBSURFACE UTILITY LOCATIONS HAVE BEEN PLOTTED TO MEET UTILITYQUALITY LEVEL C AS DESCRIBED IN ASCE STANDARD 38-02. THE UNDERGROUNDUTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS BASED ON ABOVE-GROUNDFIELD OBSERVATION AND EXISTING RECORD INFORMATION RECEIVED FROMUTILITY STAKE-HOLDERS.9.INVERTS SHOWN ON PLAN ARE NOT GUARANTEED TO BE ACCURATE. DUE TOTHE LIMITATIONS OF FIELD OBSERVATION AND SURVEY TECHNIQUES THEINVERTS ARE SHOWN AS APPROXIMATE ONLY AND SHALL NOT BE WARRANTEDTO BE CORRECT. ADDITIONAL FIELD INVESTIGATION IS NECESSARY WHEREACCURATE MEASUREMENTS ARE REQUIRED FOR DESIGN OF CRITICAL AREAS.SPOT ELEVATIONGAS VALVEFIRE HYDRANTSANITARY MANHOLEDOUBLE SIGNTRAFFIC SIGNAL POLEGVSPEDESTRIAN SIGNAL POLEHANDBOXGUY WIREDECIDUOUS TREEELECTRIC VAULTMAIL BOXUTILITY LIGHT POLEEWATER METERWMPROPERTY LINEUNDERGROUND WIREELECTRIC DUCT BANK197.88WATER BODY CENTER LINEWETLAND LINEHEDGEROWWood/Vinyl FenceElec. Duct BankFENCE POSTFPBENCHMARKELECTRICELEC.HYDRANTHYDNOW OR FORMERLY N/FPVCPOLYVINYL CHLORIDE TFTOP OF FRAMELEGEND (EXISTING)CONSTRUCTION ZONE SAFETY PLANSCZSPNO.DATEBYCHK'DREVISIONCONTRACT NO. :ACCESSION NO. :DATE:SCALE:APPROVED BY:CAD FILE NO. :CHECKED BY:DESIGNED BY:DRAWN BY:SECTION NO. : MASSACHUSETTS WATER RESOURCES AUTHORITYPREPARED BY :DRAWING NO.6522NORTHERN EXTRA HIGH - SECTION 63ofAPR 202415WATER R
E
SOURCES AUTHORITYMASSACHUSET
T
S REFERENCE:63PLOT DATE: 2024/04/23 3:40 PM BY: THO97586
File = C:\PW_WORKING\BVW_AMERICAS_2\D1446951\G-3 - 16 INCH PIPE Saved by:THO97586 Save date= 2024/04/23 3:40 PM3G-3LEGEND, ABBREVIATIONS, NOTESDSBRKWMBPKRRG-3 - 16 INCH PIPEAS NOTEDN/A1APR 2024SESDSBRECORD DRAWING12
S
WV
GV
D
GV
WV
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GV
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D
GVGV D
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GVFP
GVGVS
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GVGVWVWVWVGVWVWVGVWV
GV
GV
WV
GV
WVWVS
S
EXIST. 'CL' CB
TF = 203.94'
INV.OUT(W)= 199.8' (12" REINFORCED CONCRETE)
SUMP=199.8'
EXIST. DMH
TF = 202.78'
INV. IN(S)= 199.3' (6" CLAY)
INV. IN(E)= 197.0' (15" REINFORCED CONCRETE)
INV. IN(E)= 197.3' (12" REINFORCED CONCRETE)
INV.OUT(W)= 196.1' (18" REINFORCED CONCRETE)
EXIST. 'CL' CB
TF = 202.23'
INV.OUT(N)= 199.3' (6" CLAY)
SUMP=199.3'
EXIST. DMH
TF = 202.14'
INV. IN(N)= 198.7' (6" AC)
INV. OUT=N.F.(FLOODED)
SUMP=198.24'
EXIST. 'CL' CB
TF = 201.25'
INV.OUT(S)= 199.4' (6" AC)
SUMP=199.4'
EXIST. 'CL' CB
TF = 200.92'
INV.OUT(W)= 198.8' (8" CLAY)
SUMP=196.8'
EXIST. 'CL' CB
TF = 200.11'
INV. IN(E)= 198.4' (8" CLAY)
INV.OUT(NW)= 198.2' (8" CORRUGATED HDPE PIPE)
SUMP=198.2'
EXIST. 'CL' CB
TF = 199.51'
INV. IN(SE)= 196.9' (8" CORRUGATED HDPE PIPE)
INV.OUT(W)= 195.2' (12" )
SUMP=189.5'
EXIST. 'CL' CB
TF = 196.88'
INV.OUT(NW)= 191.8' (12" REINFORCED CONCRETE)
SUMP=191.8'
EXIST. 'CL' CB
TF = 196.66'
INV. IN(E)= 191.9' (12" )
INV.OUT(W)= 191.9' (12" REINFORCED CONCRETE)
SUMP=190.8'
INV. IN(NE)= 192.4' (6" CLAY)
INV.OUT(SW)= 192.2' (6" CLAY)
EXIST. DMH
TF = 196.62'
INV. IN(SE)= 192.3' (12" REINFORCED CONCRETE)
INV. IN(NE)= 192.4' (15" REINFORCED CONCRETE)
INV.OUT(SW)= 190.8' (15" REINFORCED CONCRETE)
EXIST. 'CL' CB
TF = 192.37'
INV. IN(E)= 189.0' (12" REINFORCED CONCRETE)
INV.OUT(W)= 188.5' (12" REINFORCED CONCRETE)
SUMP=187.5'
EXIST. 'CL' CB
TF = 191.07'
INV.OUT(SE)= 187.4' (15" REINFORCED CONCRETE)
SUMP=187.0'
EXIST. 'CL' CB
EXIST. 'CL' CB
TF = 187.59'
INV. IN(NE)= 184.0' (6" CLAY)
INV.OUT(SW)= 184.1' (12" REINFORCED CONCRETE)
SUMP=183.7'
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162 MAPLE ST
V. 70638 P. 0046
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JAMES & DEBORA HANKINS
294 LOWELL ST
V. 17474 P. 1986
N/F
BARBARA SMITH
288 LOWELL ST
V. 33668 P. 0390
N/F
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303 LOWELL ST
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GIDEON LEE & IRENE FUND
285 LOWELL ST
V. 27274 P. 0487
N/F
JOHN & LORYANN D'AGOSTINO
281 LOWELL ST
V. 74032 P. 0493 N/F
VIVEKRAJ DEVARAJ &
SAPANA NARENDRA VARAIYA
277 LOWELL ST
V. 71827 P. 0179
N/F
ALEX KOH & LOIS YONG
282 LOWELL ST
V. 69142 P. 0527
N/F
UTHPALA SENEVIRATNE
& THAKSHILA
DISSANAYAKE RALLAGE
278 LOWELL ST
V. 66716 P. 0042
N/F
LYNNE E KERAMATY
2014 REVOCABLE TRUST
272 LOWELL ST
V. 73949 P. 0544 N/F
SY-HWA CHEN &
SHUEH-LING CHIU 268
LOWELL ST
V. 31802 P. 0595
N/F
267 LOWELL ST
V. P.
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LEXINGTON CHRISTIAN ACADEMY
265 LOWELL ST
V. 69243 P. 0036
Bit. DriveEXIST. SMH
TF = 202.58
INV.IN(NW) = 188.0' (14" AC)
INV.IN(NE) = 195.9' (8" CLAY)
INV.IN(N) = 196.9' (6" CLAY)
INV.OUT(SE) = 188.0' (14" AC)
EXIST. SMH
TF = 202.57
INV.IN(E) = 194.7' (8" CLAY)
INV.OUT(S) = 194.7' (8" CLAY)
EXIST. SMH
TF = 202.34
INV.IN(N) = 187.7' (8" CLAY)
INV.IN(E) = 193.9' (12" CLAY)
INV.IN(SE) = 194.3' (8" CLAY)
INV.IN(NW) = 187.7' (14" AC)
INV.OUT(SE) = 187.7' (14" AC)
EXIST. SMH
TF = 202.04
INV.IN(SE) = 195.3' (8" CLAY)
INV.IN(NE) = 198.6' (6" CLAY)
INV.OUT(NW) = 195.3' (8" CLAY)
INV.OUT(W) = 195.3' (8" CLAY)
EXIST. SMH
TF = 200.31
INV.IN(E) = 195.5' (6" CLAY)
INV.OUT(NW) = 195.5' (8" CLAY)
EXIST. SMH
TF = 200.66
INV.IN(NW) = 185.6' (14" AC)
INV.OUT(SE) = 185.6' (15" REINFORCED CONCRETE)
EXIST. SMH
TF = 199.93
INV.IN(SW) = 193.2' (6" CLAY)
INV.IN(NW) = 186.8' (14" AC)
INV.IN(E) = 194.5' (8" CLAY)
INV.OUT(SE) = 186.8' (14" AC)EXIST. SMH
TF = 199.66
INV.IN(NW) = 185.6' (15" REINFORCED CONCRETE)
INV.OUT(SE) = 185.6' (14" AC)
EXIST. SMH
TF = 193.05
INV.OUT(W) = 184.0' (8" CLAY)
EXIST. SMH
TF = 191.36
INV.IN(SW) = 182.1' (8" CLAY)
INV.IN(NW) = 181.6' (14" AC)
INV.OUT(E) = 181.6' (14" AC)
EXIST. SMH
TF = 190.70
INV.IN(W) = 181.1' (14" AC)
INV.IN(NW) = 183.3' (8" CLAY)
INV.OUT(SE) = 181.1' (14" AC)
15" Reinforced Concrete
14" A
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14" AC
6" Clay8" Clay8" Cla
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8" Clay
6" Cl
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Cherry
24"
Oak
6"
Cedar
24"
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24"
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12"
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EXIST. DMH (SILTED)
TF = 202.34'
INV. IN = N.F.
INV.OUT = N.F.
EXIST. DMH
TF = 202.80'
(NOT ACCESSIBLE)
EXIST. DMH
TF = 200.93'
(BOLTED, NOT ACCESIBLE
EXIST. 'CL' CB
TF = 200.83'
(SILTED)
8" SEWER PER TOWN
RECORD MAPPING, NOT
FOUND IN FIELD
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2+00
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5+00
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8+00STA. 8+00MATCH LINESTA 2+57.09
11.25° BEND
STA 6+85.70
16"X6" HYDRANT TEE
STA 2+57
11.25° BEND
STA 6+86
16"X6" HYDRANT TEE
STA 0+65
22.50° BEND
STA 0+41
22.50° BEND
STA 0+05
16" GATE VALVE
REMOVED AND REPLACED
16-INCH LEXINGTON WATER
MAIN
CONNECTED TO EXISTING
SERVICE LINES
REMOVED AND
REPLACED EXISTING
HYDRANT (TYP)
16-INCH COUPLING
CONNECTED TO
BURLINGTON PHASE 2A
WORK BY OTHERS
WITH SOLID SLEEVE
LIMIT OF MILL
AND OVERLAY LIMIT OF MILL
AND OVERLAY
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180
185
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195
200
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210
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00EX. SEWER (8")INV EL 198.61EX. SEWER (14")INV EL 187.19STA 7+47.93INV EL 181.26MATCHLINE STA 8+00 (LEXINGTON 16-INCH MAIN)STA 2+57
11.25° BEND
STA 6+86
16"X6" TEE
STA 0+64
22.5° BEND
STA 0+40
22.5° BEND
16" DIP
EXISTING ROAD SURFACE
STA 4+1624" WATER9:29 PM BY: PAT50852C:\PW_WORKING\BVW_AMERICAS_2\D1446957\C-1 TO C-6 Saved by:PAT50852 Save date= 2024/07/15 9:07 PMC-1
C-1 TO C-6
N/A
CONTRACT NO. :
ACCESSION NO. :
CAD FILE NO. :
DESIGNED BY:
SECTION NO. :
MASSACHUSETTS WATER RESOURCES AUTHORITY
DRAWING NO.6522
NORTHERN EXTRA HIGH - SECTION 63WATER R E S OURCES AU
T
HORITYMA
SSACHU S E T TSREFERENCE:
63
NOTES:
1)NORTH ORIENTATION AND COORDINATES REFER TO MASSACHUSETTS GRID
SYSTEM NAD 83.
2)ELEVATIONS ARE BASED ON BOSTON CITY BASE (BCB) DATUM. THE BCB DATUM
ELEVATION IS 6.46 FEET EQUALS 0.00 FEET NAVD 88 MEAN SEA LEVEL.
3)THE PROPERTY/BOUNDARY LINES DEPICTED HEREON ARE COMPILED FROM GIS
DATA AND OTHER SOURCES. THESE LINES ARE NOT TO BE CONSTRUED AS A
BOUNDARY OPINION AND ARE SUBJECT TO CHANGE AS AN ACCURATE FIELD
SURVEY MAY DISCLOSE.
4)NOT ALL IMPROVEMENTS ARE SHOWN.
0 4
0 40
20
200
1"= 40'-0" HORIZONTAL
1"= 4'-0" VERTICAL
8 10
100
FEET
PLAN
PROFILE
WVGV WVWV
GVWV
S
WVD
WVWVS FP
WVGVSSWVSD
D
E
E S
D
D
S SGV WVGVWVDWVGVWVDWV
WVWVSWVS
EXIST. YD
TF = 196.63'
INV. IN(NE)= 192.4' (6" CLAY)
INV.OUT(SW)= 192.2' (6" CLAY)
SUMP=192.2'
EXIST. DMH
TF = 188.92'
INV. IN(SE)= 184.9' (12" REINFORCED CONCRETE)
INV. IN(SW)= 181.6' (12" )
INV.OUT(NE)= 181.4' (12" REINFORCED CONCRETE)
EXIST. 'CL' CB
TF = 186.59'
INV.OUT(NW)= 184.9' (12" REINFORCED CONCRETE)
SUMP=184.8'
EXIST. 'CL' CB
TF = 187.59'
INV. IN(NE)= 184.0' (6" CLAY)
INV.OUT(SW)= 184.1' (12" REINFORCED CONCRETE)
SUMP=183.7'EXIST. 'CL' CB
TF = 186.39'
INV. IN(NW)= 183.5' (12" REINFORCED CONCRETE)
INV.OUT(SW)= 183.5' (12" REINFORCED CONCRETE)
SUMP=182.4'
EXIST. DMH
TF = 187.47'
INV. IN(NW)= 182.0' (12" REINFORCED CONCRETE)
INV. IN(NW)= 178.9' (15" REINFORCED CONCRETE)
INV. IN(N)= 182.8' (8" CLAY)
INV.OUT(SE)= 178.8' (15" REINFORCED CONCRETE)
EXIST. DMH
TF = 187.24'
INV. IN(NW)= 180.3' (12" REINFORCED CONCRETE)
INV. IN(SE)= 180.1' (12" REINFORCED CONCRETE)
INV. IN(SE)= 183.2' (12" REINFORCED CONCRETE)
INV.OUT(NE)= 179.9' (12" )
EXIST. 'CL' CB
TF = 186.69'
INV.OUT(SE)= 184.4' (12" REINFORCED CONCRETE)
SUMP=183.8'
EXIST. 'CL' CB
EXIST. DMH
TF = 188.23'
INV. IN(W)= 181.0' (12" REINFORCED CONCRETE)
EXIST. DMH
TF = 187.06'
INV. IN(SW)= 181.1' (12" REINFORCED CONCRETE)
INV.OUT(E)= 181.2' (12" REINFORCED CONCRETE)
EXIST. DMH
TF = 185.38'
INV. IN(N)= 179.5' (12" REINFORCED CONCRETE)
INV. IN(NW)= 180.9' (12" REINFORCED CONCRETE)
INV. IN(NW)= 179.5' (12" REINFORCED CONCRETE)
INV.OUT(SE)= 179.1' (15" REINFORCED CONCRETE)
EXIST. 'CL' CB
TF = 185.23'
INV. IN(NE)= 180.8' (10" CLAY)
INV.OUT(SW)= 179.7' (10" CLAY)
SUMP=178.9'
EXIST. DMH
TF = 185.41'
INV. IN(NE)= 179.6' (10" CLAY)
INV.OUT(S)= 179.5' (12" REINFORCED CONCRETE)
Bit. Curb Bit. CurbVinyl FenceVinyl Fence
Stone Wall
Vinyl Fence
Bit. Curb
Bit. Curb
Bit. Curb
Bit.
Drive Bit.
Drive
Bit.
Drive
Bit. DriveBit.
Drive
Bit.
Drive
Bit. Drive
Bit.
Drive
Bit.
Drive
Bit.
Drive
Bit.
Drive
Bit. DriveStone CurbN/F
GEORGE HERMAN &
SHERRY RICHMOND
258 LOWELL ST
V. 28927 P. 0277
N/F
ROBERT S. BURGE TRUSTEE
249 LOWELL ST
V. 74034 P. 0148
N/F
ROBERT T. & ERICA M. TRUXLER
239 LOWELL ST
V. 66661 P. 0365
N/F
PHILIP BRINKMAN
2 FAIRLAWN LN
V. 15185 P. 0231
N/F
BANUMATHU SANKARAN & SAMIR KUMAR
2 BRYANT RD
N/F
KHIEM KWIE & SUMIRKO S K OEI
236 LOWELL ST
N/F
DOWARD L JR & NANCY L BARTER
4 FAIRLAWN LN
V. 12023 P. 0653
N/F
RYAN D MACK & NADIA HAQ
20 WHEELER RD
V. 63325 P. 0553
N/F
JIE CHEN & LING YANG
227 LOWELL ST
V. 71596 P. 0227
N/F
BRIAN E & JOAN E HEFFERNAN
223 LOWELL ST
V. 15426 P. 0380 N/F
JAMIE COHEN & RISHI VASWANI
219 LOWELL ST
V. 71903 P. 0110
N/F
VIJAY PARTHASARATHY &
USHANANDINI RAGHAVEN
213 LOWELL ST
V. 69019 P. 0494
N/F
CHRISTOPHER M PALMER
209 LOWELL ST
V. 60645 P. 2012
SAVASH & OLIVA KALAY
203 LOWELL ST
V. 64225 P. 0379
N/F
TILAN L & SAMANTHI A PERERA
232 LOWELL ST
V. 52248 P. 0251
N/F
EKATERINA KINTSURASHVILI &
VAJA CHIPASHVILI
222 LOWELL ST
V. 35501 P. 0347
N/F
US BANK NATIONAL ASSOC
TRUSTEE
218 LOWELL ST
V. 70612 P. 0491
N/F
RINGO K CHUNG & THERESA S YO NG
210 LOWELL ST
INV.IN(SW) = 182.1' (8" CLAY)
INV.IN(NW) = 181.6' (14" AC)
INV.OUT(E) = 181.6' (14" AC)
EXIST. SMH
TF = 190.70
INV.IN(W) = 181.1' (14" AC)
INV.IN(NW) = 183.3' (8" CLAY)
INV.OUT(SE) = 181.1' (14" AC)
EXIST. SMH
TF = 189.59
INV.IN(SE) = 181.6' (10" CLAY)
INV.IN(N) = 186.0' (8" CLAY)
INV.OUT(SW) = 181.6' (10" CLAY)
EXIST. SMH
TF = 188.00
INV.IN(NW) = 183.2' (6" CLAY)
INV.OUT(SE) = 183.2' (8" CLAY)
EXIST. SMH
TF = 186.98
INV.IN(NW) = 178.7' (14" AC)
INV.OUT(SE) = 178.7' (14" AC)
EXIST. SMH
TF = 185.66
INV.IN(W) = 180.6' (8" CLAY)
INV.IN(NW) = 178.0' (14" AC)
INV.OUT(SE) = 178.0' (14" AC)
EXIST. SMH
TF = 186.66
INV.IN(NE) = 180.2' (10" CLAY)
INV.IN(NW) = 180.2' (14" AC)
INV.OUT(SE) = 180.2' (14" AC)
EXIST. SMH
TF = 186.64
INV.IN(S) = 182.3' (8" PVC)
INV.OUT(NW) = 182.3' (14" )
EXIST. SMH
TF = 186.58
INV.IN(NW) = 181.8' (8" CLAY)
INV.OUT(SE) = 181.8' (8" CLAY)
EXIST. SMH
TF = 186.19
INV.IN(SE) = 181.5' (14" )
INV.OUT(N) = 181.5' (8" CLAY)
EXIST. SMH
TF = 185.66
INV.IN(NW) = 181.2' (8" CLAY)
INV.IN(S) = 181.2' (8" CLAY)
INV.OUT(E) = 181.2' (8" CLAY)
EXIST. SMH
TF = 187.10
INV.IN(NW) = 180.5' (14" AC)
INV.OUT(SE) = 180.5' (14" AC)10" Clay8" Clay 8" Clay
14" AC14" AC
10" Clay
8"
C
l
a
y
8" Clay6" Cl
a
y
14"
8" Cl
a
y
8"
P
V
C
14" AC
14" AC14" AC
40"
Maple
32"
Maple
8"
24"
Tulip 20"
Tulip
10"
Apple
26"
Maple 28"
Maple
14"Apple 24"Maple
20"
Maple
4"
Apple
12"
Maple
20"
Maple 14"
Apple
8"
Dogwood
10"
Apple
6"
Hemlock
8"
Hemlock 16"
Maple
2"
Maple
16"
Maple 36"
Maple
Bit.
Drive
Conc.
Drive
Stone Wall
Wood Fence
Stone
Wall 12"
Magnolia Bit.
Drive
Bit Curb
Stone CurbBit CurbBit Curb Bit Curb
Bit Curb Bit Curb
D
EXIST. DMH (PER RECORD)
NOT FOUND (PAVED OVER)
Elec. Duct Bank Elec. Duct Bank Elec. Duct BankSTA. 8+00LOWELL STREET
BRYANT ROADFAIRLAWN LANEWV
WV WVWVWVWVWV WVWVWVWVWVWV
WV
WV
WVWVWVWVWV WVWV
WVWVWVWVWV8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00STA. 8+00MATCH LINESTA. 17+00MATCH LINESTA 8+77
TEE 16"X8"
STA 11+74
16"X6" HYDRANT TEE
STA 12+04
16" GATE VALVE
STA 8+75
16" GATE VALVE
STA 8+79
16" GATE VALVE
STA 12+08
16" GATE VALVE
STA 12+06
16"X8" TEE
STA. 17+00MATCH LINE8" GATE VALVE(TYP)
8" GATE VALVE(TYP)
CONNECTION TO EXISTING
BRYANT ROAD WATER MAIN
CONNECTED TO EXISTING
SERVICE LINES
CONNECTED TO EXISTING
FAIRLAWN LANE WATER MAIN
REMOVED AND REPLACED
16-INCH LEXINGTON WATER MAIN
REMOVED AND REPLACED
EXISTING HYDRANT (TYP)60.4
'
23.8'
22.5'49.6'38.2'38.3
'49.0
'
70.1'
70.5'12.6'12.8'52.8'
50.7'
62.6'
61.6'
58.6'63.2'47.3
'53.4
'40.2'34.0'38.5
'43.6
'
9.4'31.5
'40.1'56.7'50.0'34.6'48.0'32
.5
'
19.4'37.4'38.9'59.4'53.4'
23.1'
23.2'
6
3
.
9
'27.9'19.2'24.0'44.5'
43.3'
23.8'65.0'29.3'16.5'17.5'19.5'22.4'
23.7'
29.1'
19
.
3
'
34.5'
17.9'
2
9
.
8
'38.2
'
22.7
'37.7'28.9'38.
0
'
5
3
.
0
'
11.2'58.7'70.4'28.5'69.5'46.3'47.2'30.8'34.3'46.2'23.4'
28.9'
26.5'
30.2'
20.
7
'
19.4'
18.
7
'
42
.
1
'
41.
5
'
41.4'
41.4'
41.5'
42.1'
WVWVWV
WVSTA. 8+00MATCH LINESTA. 17+00MATCH LINE8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
170
175
180
185
190
195
200
170
180
190
200
8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00EX.SEWER (12")INV EL 181.33EX. SEWER (12")INV EL 183.93EX. SEWER (12")INV EL 183.33EX. SEWER (8")INV EL 180.81MATCHLINE STA 8+00 (LEXINGTON 16-INCH MAIN)MATCHLINE STA 17+00 (LEXINGTON 16-INCH MAIN)STA 8+77
TEE 16"X8"STA 11+74
16"X6" HYDRANT TEE
STA 12+04
16" GATE VALVE
16" DIP
STA 8+75
16" GATE VALVE
STA 8+79
16" GATE VALVE
STA 12+06
16"X8" TEE
STA 12+08
16" GATE VALVE
EXISTING ROAD SURFACE
PLOT DATE: 2024/04/23 5:29 PM BY: THO97586File = C:\PW_WORKING\BVW_AMERICAS_2\D1446957\C-1 TO C-6 Saved by:THO97586 Save date= 2024/04/23 5:02 PM5
C-2
STA 8+00 TO 17+00
16-INCH LEXINGTON MAIN PLAN & PROFILE 2
DSB
RKW
JMN
KRR
C-1 TO C-6
AS NOTED
N/A
NO.DATE BY CHK'D REVISION
CONTRACT NO. :
ACCESSION NO. :
DATE:
SCALE:
APPROVED BY:
CAD FILE NO. :
CHECKED BY:
DESIGNED BY:
DRAWN BY:
SECTION NO. :
MASSACHUSETTS WATER RESOURCES AUTHORITY
PREPARED BY :
DRAWING NO.6522
NORTHERN EXTRA HIGH - SECTION 63
of
APR 2024
15WATER R E S OURCES A
U
T
HORITYMA
SSACHU S E T TSREFERENCE:
63
NOTES:
1)NORTH ORIENTATION AND COORDINATES REFER TO MASSACHUSETTS GRID
SYSTEM NAD 83.
2)ELEVATIONS ARE BASED ON BOSTON CITY BASE (BCB) DATUM. THE BCB
DATUM ELEVATION IS 6.46 FEET EQUALS 0.00 FEET NAVD 88 MEAN SEA LEVEL.
3)THE PROPERTY/BOUNDARY LINES DEPICTED HEREON ARE COMPILED FROM
GIS DATA AND OTHER SOURCES. THESE LINES ARE NOT TO BE CONSTRUED
AS A BOUNDARY OPINION AND ARE SUBJECT TO CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
4)NOT ALL IMPROVEMENTS ARE SHOWN.
1 APR 2024 SES DSB RECORD DRAWING
0 4
0 40
20
200
1"= 40'-0" HORIZONTAL
1"= 4'-0" VERTICAL
8 10
100
FEET
PLAN
PROFILE
12
LIMIT OF MILL
AND OVERLAY
LIMIT OF MILL
AND OVERLAY
D
WV
D
D
FPWVWVE
WV SDFP FP
WVWV
FPFP
E
WV
D
S
WVSGVWVDWV
WVWVWVGVS
S
EXIST. 'CL' CB
TF = 188.89'
INV.OUT(SW)= 186.9' (8" PVC)
SUMP=182.8'
EXIST. DMH
TF = 188.63'
INV. IN(E)= 183.6' (12" REINFORCED CONCRETE)
INV. IN(N)= 183.1' (8" PVC)
INV.OUT(SW)= 180.1' (48" REINFORCED CONCRETE)
EXIST. 'CL' CB
TF = 188.22'
INV.OUT(W)= 184.8' (12" REINFORCED CONCRETE)
SUMP=183.7'
EXIST. 'CL' CB
TF = 187.85'
INV.OUT(S)= 184.4' (8" PVC)
SUMP=184.4'
EXIST. DMH
TF = 187.53'
INV. IN(NW)= 178.5' (15" REINFORCED CONCRETE)
INV. IN(NE)= 181.5' (12" REINFORCED CONCRETE)
INV.OUT(SE)= 178.5' (15" REINFORCED CONCRETE)
EXIST. DMH
TF = 187.47'
INV. IN(NW)= 182.0' (12" REINFORCED CONCRETE)
INV. IN(NW)= 178.9' (15" REINFORCED CONCRETE)
INV. IN(N)= 182.8' (8" CLAY)
INV.OUT(SE)= 178.8' (15" REINFORCED CONCRETE)
EXIST. DMH
TF = 187.31'
INV.OUT(SW)= 178.6' (24" REINFORCED CONCRETE)
INV.OUT(NW)= 178.6' (24" REINFORCED CONCRETE)
EXIST. 'CL' CB
TF = 187.13'
INV.OUT(SE)= 183.2' (12" REINFORCED CONCRETE)
SUMP=182.9'
EXIST. 'CL' CB
TF = 182.86'
INV. IN(NE)= 180.7' (10" CLAY)
INV. IN(NW)= 176.9' (15" REINFORCED CONCRETE)
EXIST. DMH
TF = 184.00'
INV. IN(NW)= 179.1' (12" )
INV. IN(NW)= 177.4' (15" REINFORCED CONCRETE)
INV.OUT(SE)= 177.2' (15" REINFORCED CONCRETE)
EXIST. 'CL' CB
TF = 183.73'
INV.OUT(SE)= 180.0' (12" )
SUMP=179.2'
EXIST. DMH
TF = 183.29'
INV. IN(SE)= 179.3' (12" REINFORCED CONCRETE)
INV. IN(NW)= 179.3' (6" PVC)
INV. IN(NW)= 176.3' (15" REINFORCED CONCRETE)
EXIST. DMH
TF = 188.53'
INV. IN(NW)= 178.6' (15" REINFORCED CONCRETE)
INV.OUT(SE)= 178.6' (15" REINFORCED CONCRETE)
EXIST. 'CL' CB
TF = 182.83'
INV. IN(SE)= 177.6' (24" REINFORCED CONCRETE)
INV.OUT(W)= 177.0' (30" REINFORCED CONCRETE)
SUMP=175.0'
EXIST. 'CL' CB
TF = 182.78'
INV.OUT(SE)= 179.3' (6" PVC)
SUMP=177.3'
EXIST. 'CL' CB
TF = 182.67'
INV. IN(E)= 176.9' (30" REINFORCED CONCRETE)
INV.OUT(SW)= 176.9' (30" REINFORCED CONCRETE)
SUMP=174.9'
EXIST. 'CL' CB
TF = 182.78'
INV.OUT(SW)= 181.0' (10" CLAY)
SUMP=180.7'
Vinyl Fence
Vinyl Fence
Bit. Curb
Stone CurbStone CurbBit. Curb
Bit. Walk
Vinyl Fence
Bit. Curb
Drive
Bit. DriveBit.
Drive Bit. Drive
Bit. Drive Bit. Drive
Bit. Drive
Bit.
Drive
Bit.
Drive
Bit.
Drive Bit.
Drive
Bit. DriveBit.
Drive
Bit. DriveBit. DriveBit. DriveN/F
CHRISTOPHER M PALMER
209 LOWELL ST
V. 60645 P. 2012
N/F
SAVASH & OLIVA KALAY
203 LOWELL ST
V. 64225 P. 0379
RINGO K CHUNG & THERESA S YO NG
210 LOWELL ST
V. 21313 P. 0297 N/F
NICHOLAS A & TATIANA L STAMOULIS
3 SANDERSON RD
V. 66430 P. 0104
N/F
PRATUL GUPTA & ANUJA DAS
2 SANDERSON RD
V. 54472 P. 0084
178 LOWELL STREET LLC
C/O CARE REALTY LLC- RE TAX DEPT
178 LOWELL STREET
V. 41405 P. 0386
WILLIAM D. DRISCOLL
&
DROSCOLL S TRS
168 LOWELL STREET
V. 58320 P. 0112
SALVATORE D. SERIO
166 LOWELL STREET
V. 30203 P. 0017
DEQIANG NIU & HONGJUAN ZHAO 162 LOWELL STREETV. 51307 P. 0118SUNKOO HWANG &CYNTHIA SNELL 160 LOWELL STREETV. 48503 P. 0579ILIDIA P CRESPO 156 LOWELL STREETV. 46368 P. 0185ROBERT A. BELLINGER & AUDREY
N/F
RAJU RAJIV
195 LOWELL ST
V. 68639 P. 0490
N/F
ENRIQUE M & REINA P GARCIA
191 LOWELL ST
V. 29403 P. 0100
N/F
WILLIAM A & RUTH S CARLSON
185 LOWELL ST
V. 13503 P. 0100
N/F
MANNUDEEP K. KALRA
181 LOWELL ST
V. 58195 P. 0215
N/F
SANKARAN VENKATA &
NITHYA SUBRAMANIAN
175 LOWELL ST
V. 57380 P. 0374
N/F
SUSAN U. FOLEY
165 LOWELL ST
V. 67893 P. 0283
N/F
RUPAL & TUSHAR PATEL
2 WHIPPLE RD
V. 43671 P. 0410PAUL CONSTANTIEXIST. SMH
TF = 188.54
INV.IN(NW) = 178.2' (14" AC)
INV.OUT(SE) = 178.2' (14" AC)
EXIST. SMH
TF = 187.34
INV.IN(NW) = 177.4' (14" AC)
INV.OUT(SE) = 177.4' (14" AC)
EXIST. SMH
TF = 186.98
INV.IN(NW) = 178.7' (14" AC)
INV.OUT(SE) = 178.7' (14" AC)
EXIST. SMH
TF = 184.37
INV.IN(NW) = 177.3' (14" AC)
INV.OUT(SE) = 177.3' (14" AC)
EXIST. SMH
TF = 183.53
INV.IN(W) = 179.3' (10" AC)
INV.OUT(SE) = 179.8' (10" AC)
EXIST. SMH
TF = 183.30
INV.IN(NW) = 179.5' (10" AC)
INV.OUT(SE) = 179.5' (10" AC)
14" AC 14" AC
10" PVC
14" AC
14" AC
10" AC
10" AC
2"
Maple
16"
Maple 36"
Maple
50"
Maple
16"
Ash
8"
Pine
12"
Birch
12"
Birch
20"
Oak
12"
Pine 10"
Birch
20"
Spruce
12"
Maple
8"
24"
Pine
32"
Maple
18"
Magnolia
24"
Maple 14"
Maple
22"
Maple
Bit.
Drive
Bit. DriveBit. Drive
12"
Birch
Wood Fence Wood Fence
Wood Fence
Wood
Fence
Wood FenceConc. WallBit.
C
u
r
b
Bit. Curb
Bit. Curb
Bit. CurbBit. CurbBit.
Drive Bit.
Drive
3" MapleVinyl FenceVinyl FenceElec. Duct BankElec. Duct Bank
SANDERSON ROADMATCH LINESTA. 26+00WVWVWVWV
WV WVWV
WVWVWVWVWVWVWVWVWVWVWVWVWVWVWV17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
MATCH LINESTA. 26+00STA. 17+00MATCH LINESTA 19+02
TEE 16"X8"
STA 20+45
16"X6" HYDRANT TEE
STA 23+05
16"X6" HYDRANT TEE
STA 25+44
16"X6" HYDRANT TEE
STA 26+88
TEE 16"X12"
STA 19+00
16" GATE VALVE
STA 19+04
16" GATE VALVE
STA. 17+00MATCH LINE8" SOLID SLEEVE CONNECTION
TO EXISTING SANDERSON ROAD
WATER MAIN
8" GATE VALVE (TYP)
CONNECTED
TO EXISTING
SERVICE LINES
REMOVED AND REPLACED
EXISTING HYDRANT (TYP)
REMOVED AND REPLACED
16-INCH LEXINGTON WATER MAIN
CONNECTED
TO EXISTING
SERVICE LINES 55.7'23.3'25.6'56.7'23.
3
'
47.9'29.5
'
15.4'64.5'57.1'54.8'62.5'7
6
.
9
'
7
0
.2
'55.7'64.6'64.6'64.6'64.6'64.6'5
2
.
0
'
38.7'
50.4'71.8'73.7'68.2'
71.5'
11.2'9.2'27.8'
27.4'
20.7'68.0'60.4'3
7
.
2
'45
.
1
'
4
9
.
5
'49.3
'41.6'42.8'43.7'47.4'5
5
.
4
'60.4
'
23.8'
22.5'49.6'38.2'44.6'
47.7'
4
1
.
8
'
61.
2
'
30.3'
50.7'
29.5'39.5'
47.2'
46.8'35.0'
54.5'
35.4'
32.5'28.3'31.3
'30.2'55.8'54.6
'55.8'30.8'46.7'56.4'65.7'74.8'WV
MATCH LINESTA. 26+00STA. 17+00MATCH LINE17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
PV - STA 17+00 TO STA 26+00 (ALGN-16 INCH LEXINGTON WATER MAIN)
170
175
180
185
190
195
200
170
180
190
200
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00EX. SEWER (10")INV EL 180.97MATCHLINE STA 17+00 (LEXINGTON 16-INCH MAIN)MATCHLINE STA 26+00 (LEXINGTON 16-INCH MAIN)STA 19+00
16" GATE VALVE
STA 20+45
16"X6" HYDRANT TEE
STA 19+02
TEE 16"X8"
STA 19+04
16" GATE VALVE
16" DIP
STA 23+05
16"X6" HYDRANT TEE
STA 25+44
16"X6" HYDRANT TEE
EXISTING ROAD SURFACE
PLOT DATE: 2024/04/23 5:30 PM BY: THO97586File = C:\PW_WORKING\BVW_AMERICAS_2\D1446957\C-1 TO C-6 Saved by:THO97586 Save date= 2024/04/23 5:02 PM6
C-3
STA 17+00 TO 26+00
16-INCH LEXINGTON MAIN PLAN & PROFILE 3
DSB
RKW
JMN
KRR
C-1 TO C-6
AS NOTED
N/A
NO.DATE BY CHK'D REVISION
CONTRACT NO. :
ACCESSION NO. :
DATE:
SCALE:
APPROVED BY:
CAD FILE NO. :
CHECKED BY:
DESIGNED BY:
DRAWN BY:
SECTION NO. :
MASSACHUSETTS WATER RESOURCES AUTHORITY
PREPARED BY :
DRAWING NO.6522
NORTHERN EXTRA HIGH - SECTION 63
of
APR 2024
15WATER R E S OURCES A
U
T
HORITYMA
SSACHU S E T TSREFERENCE:
63
NOTES:
1)NORTH ORIENTATION AND COORDINATES REFER TO MASSACHUSETTS GRID
SYSTEM NAD 83.
2)ELEVATIONS ARE BASED ON BOSTON CITY BASE (BCB) DATUM. THE BCB
DATUM ELEVATION IS 6.46 FEET EQUALS 0.00 FEET NAVD 88 MEAN SEA LEVEL.
3)THE PROPERTY/BOUNDARY LINES DEPICTED HEREON ARE COMPILED FROM
GIS DATA AND OTHER SOURCES. THESE LINES ARE NOT TO BE CONSTRUED
AS A BOUNDARY OPINION AND ARE SUBJECT TO CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
4)NOT ALL IMPROVEMENTS ARE SHOWN.
1 APR 2024 SES DSB RECORD DRAWING
0 4
0 40
20
200
1"= 40'-0" HORIZONTAL
1"= 4'-0" VERTICAL
8 10
100
FEET
PLAN
PROFILE
12
LIMIT OF MILL
AND OVERLAY
GV
WVD D
GVS
WVWV
WVGVFP
WVWV
D
S
D
S
E GVWVGVS
GVWVWVWVWVWVGVS WVGVE
WV
WVGV
SD
D WVWVWV
WV
WV GVWVGVS
WVEXIST. DMH
TF = 187.31'
INV.OUT(SW)= 178.6' (24" REINFORCED CONCRETE)
INV.OUT(NW)= 178.6' (24" REINFORCED CONCRETE)
EXIST. DMH
TF = 183.97'
INV. IN(NE)= 180.0' (12" REINFORCED CONCRETE)
INV.OUT(S)= 179.1' (12" REINFORCED CONCRETE)
EXIST. DMH
TF = 184.12'
INV. IN(SE)= 179.6' (12" REINFORCED CONCRETE)
INV. IN(NW)= 180.1' (12" REINFORCED CONCRETE)
INV. IN(NE)= 177.2' (24" REINFORCED CONCRETE)
EXIST. DMH
TF = 183.29'
INV. IN(SE)= 179.3' (12" REINFORCED CONCRETE)
EXIST. 'CL' CB
TF = 183.26'
INV.OUT(NW)= 179.5'
(12" REINFORCED CONCRETE)
SUMP=177.5'
EXIST. 'CL' CB
TF = 183.12'
INV.OUT(SE)= 180.4' (12" REINFORCED CONCRETE)
INV.OUT(NW)= 177.9' (24" REINFORCED CONCRETE)
SUMP=177.9'
EXIST. 'CL' CB
TF = 182.83'
INV. IN(SE)= 177.6' (24" REINFORCED CONCRETE)
INV.OUT(W)= 177.0' (30" REINFORCED CONCRETE)
SUMP=175.0'
EXIST. 'CL' CB
TF = 182.78'
INV.OUT(SE)= 179.3' (6" PVC)
SUMP=177.3'
EXIST. 'CL' CB
TF = 182.75'
INV.OUT(NW)= 180.2' (12" REINFORCED CONCRETE)
SUMP=178.8'
EXIST. 'CL' CB
TF = 182.67'
INV. IN(E)= 176.9' (30" REINFORCED CONCRETE)
INV.OUT(SW)= 176.9' (30" REINFORCED CONCRETE)
SUMP=174.9'
EXIST. 'CL' CB
TF = 182.02'
INV.OUT(E)= 178.0' (12" REINFORCED CONCRETE)
SUMP=177.7'
EXIST. 'CL' CB
TF = 183.08'
INV.OUT(SW)= 180.1' (12" REINFORCED CONCRETE)
SUMP=178.1'
EXIST. DMH
TF = 182.64'
INV. IN(N)= 177.4' (12" REINFORCED CONCRETE)
INV. IN(W)= 177.0' (12" REINFORCED CONCRETE)
INV.OUT(SE)= 177.4' (12" REINFORCED CONCRETE)
Vinyl Fence
Vinyl FenceVinyl FenceWood Fence
ILIDIA P CRESPO 156 LOWELL STREETV. 46368 P. 0185ROBERT A. BELLINGER & AUDREY
RANDALL- BERLINGER
148 LOWELL STREET
V. 54913 P. 0363
N/F
RICHARD A &
PHYLLIS SANDBERG
RUPAL & TUSHAR PATEL
2 WHIPPLE RD
V. 43671 P. 0410
N/F
MARK D & DEBORAH E MANUELIAN
1 WHIPPLE RD
V. 25006 P. 0121PAUL CONSTANTIN/F
ROGER A & MARY E HILL
141 LOWELL ST
V. 2549 P. 0302 N/F
GEORGE & TOULA C
WOURALIS 137 LOW
E
L
L
S
T
V. 74482 P. 0249
N/F
LICHAO YU & WENQIAN
135 LOWELL ST
V. 75444 P. 0452
N/F
HANLIN CHEN
127 LOWELL ST
V. 71252 P. 0059
N/F
LEONIDAS & CHRISTIN
A
S
DELIGIANNIDOU
119 LOWELL ST
V. 49919 P. 0183
N/F
JING ZHANG & MIN SHUN/FSTEVEN LEVINE &AMANDA S BOSH144 LOWELL STV. 56571 P. 0525N/FAJIT SAWANT &PURVI MAVCHI140 LOWELL STV. 65233 P. 0540N/FJANET MILLER WISEMAN138 LOWELL STV. 20865 P. 0191N/FJENNIFER M. CAMP136 LOWELL STV. 56777 P. 0295N/FHONG GAO & XIPING YANG134 LOWELL STV. 44377 P. 0014GEORGE & TOULA C WOURALIS132 LOWELL STV. 26900 P. 0185WILLIAM J & ANNE ROCHE130 LOWELL STV. 17331 P. 0112HEMANT MALLEPEDDI &SUSHMA KOMMAREDDY128 LOWELL STV. 68311 P. 0049ANDY LIAN & MEI HUI ZOU124 LOWELL STV. 53857 P. 0424N/F
ALVARO & CHRISTINE
BRAGANZA
111 LOWELL ST
V. 69539 P. 0208
N/F
TOWN OF LEXINGTON
LOWELL ST
V.N/A P.N/A
EXIST. SMH
TF = 187.72
INV.IN(NW) = 182.4' (10" PVC)
INV.OUT(SW) = 179.4' (10" CLAY)
EXIST. SMH
TF = 184.09
INV.IN(S) = 176.0' (10" AC)
INV.IN(NE) = 180.7' (6" PVC)
INV.OUT(N) = 176.0' (10" AC)
EXIST. SMH (PER RECORD)
TF = 184.87
INV.IN(NW) = 174.1' (14" AC)
INV.OUT(SW) = 174.1' (14" AC)
EXIST. SMH
TF = 184.89
INV.IN(E) = 178.1' (8" CLAY)
INV.IN(SE) = 176.7' (10" AC)
INV.OUT(N) = 176.7' (10" AC)
INV.IN(SE) = 174.2' (8" AC)
INV.OUT(W) = 174.2' (8" AC)
EXIST. SMH
TF = 183.77
(NOT ACCESSIBLE, COVER BROKEN)
INV.IN(NW) = 177.1' (10" AC)
INV.IN(S) = 178.0' (10" AC)
INV.IN(NE) = 173.6' (14" AC)
INV.OUT(SW) = 173.3'
(15" REINFORCED CONCRETE)
EXIST. SMH
TF = 183.27
INV.IN(NW) = 175.3' (14" AC)
INV.IN(NE) = 176.4' (10" CLAY)
INV.OUT(SE) = 175.3' (14" AC)
EXIST. SMH10" Clay10" PVC
10" AC
14" AC
6" PVC10" AC
10" AC
15" Reinforced Concrete10" AC14" AC6" Clay8" ClayWood
Fence
Vinyl FenceWood Fence
Wood Fence
Elec. Duct Ban
k
Elec. Duct Ban
k
Elec. Duct Ban
k
Elec. Duct Bank
LOWELL STR
E
E
TWHIPPLE ROADBARTLETT AVENUEMATCH LINESTA. 26+00WV
WVWVWV
WVWVWV
WVWVWVWVWVWVWVWVWVWVWV
WV WVWVWVWVWVWVWVWV26+00 27+00 28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
LOWELL STR
E
E
T
MATCH LINESTA. 26+00STA. 35+00MATCH LINESTA 28+11
TEE 16"X8"
STA 34+51
16"X6" HYDRANT TEE
STA 26+88
TEE 16"X12"
STA 31+94
16"X6" HYDRANT TEE
6" SEWER NOT
FOUND IN FIELD
STA 35+93
16" GATE VALVE
STA 28+13
16" GATE VALVE
STA 28+10
16" GATE VALVE
STA. 35+00MATCH LINE8" GATE VALVE
CONNECTED
TO EXISTING
SERVICE LINES
12" GATE VALVE
CONNECTED TO EXISTING WHIPPLE
ROAD WATER MAIN
CONNECTED TO EXISTING
BARTLETT AVENUE WATER
MAIN CONNECTED TO EXISTING
SERVICE LINES
22.5° BEND
16" SOLID
SLEEVE
CONNECTION TO EXISTING
LOWELL STREET WATER MAIN
NEW 16
"
D
I
P
REMOVED AND REPLACED
16-INCH LEXINGTON WATER MAIN
REMOVED AND REPLACED
EXISTING HYDRANT (TYP)
45
.
0
'
31.2'
32.8'
21.0'27.2'21.8'53.1'43.3'57.2'
58.2'
43.6'
44.4'
4
1
.
5
'
19.5'42.0'
70.2'
65.2'41.2'51.3'44.5
'69.0'39.3'62.3'82.4'70.4'69.0'80.1'72.6'13.3
'
33.9'68.9'41.8'64.1'40.0'37.7'63.2'34.3'64.1'68.2'37.7'37.7'62.3'54.6'26.7'52.3'19.3'37.1'33.0'19.
6
'
24.
3
'21.0'52.5'29.2'55.4'2
9
.
2
'53.4'19.3'53.8'56.4'47.2'60.5'66.5'57.
2
'
57.8'31.5'36.0'64.8'
44.
5
'57.0'34
.9
'61.2
'19.3'50.5'44.3'54.4'56.0
'24.0'26.9
'29.4
'48.6'35.4'25.6'35.0'29.
2
'55.7'23.3'25.6'56.7'46.7'56.4'LOWELL STR
E
E
T
MATCH LINESTA. 26+00STA. 35+00MATCH LINE26+00 27+00 28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
PV - STA 26+00 TO STA 35+00 (ALGN-16 INCH LEXINGTON WATER MAIN)
170
175
180
185
190
195
200
170
180
190
200
26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00EX. SEWER (12")INV EL 178.75EX. SEWER (30")INV EL 176.86EX. SEWER (14")INV EL 173.88MATCHLINE STA 26+00 (LEXINGTON 16-INCH MAIN)MATCHLINE STA 35+00 (LEXINGTON 16-INCH MAIN)STA 28+11
TEE 16"X8"
STA 31+94
16"X6" HYDRANT TEE
STA 34+51
16"X6" HYDRANT TEE
STA 26+88
TEE 16"X12"
STA 28+13
16" GATE VALVESTA 28+10
16" GATE VALVE
SOLID SLEEVE
SOLID SLEEVE
16" DIP
STA 34+26
22.5° BEND
STA 34+09
22.5° BEND
EXISTING ROAD SURFACE
PLOT DATE: 2024/04/23 5:31 PM BY: THO97586File = C:\PW_WORKING\BVW_AMERICAS_2\D1446957\C-1 TO C-6 Saved by:THO97586 Save date= 2024/04/23 5:02 PM7
C-4
STA 26+00 TO 35+00
16-INCH LEXINGTON MAIN PLAN & PROFILE 4
DSB
RKW
JMN
KRR
C-1 TO C-6
AS NOTED
N/A
NO.DATE BY CHK'D REVISION
CONTRACT NO. :
ACCESSION NO. :
DATE:
SCALE:
APPROVED BY:
CAD FILE NO. :
CHECKED BY:
DESIGNED BY:
DRAWN BY:
SECTION NO. :
MASSACHUSETTS WATER RESOURCES AUTHORITY
PREPARED BY :
DRAWING NO.6522
NORTHERN EXTRA HIGH - SECTION 63
of
APR 2024
15WATER R E S OURCES A
U
T
HORITYMA
SSACHU S E T TSREFERENCE:
63
NOTES:
1)NORTH ORIENTATION AND COORDINATES REFER TO MASSACHUSETTS GRID
SYSTEM NAD 83.
2)ELEVATIONS ARE BASED ON BOSTON CITY BASE (BCB) DATUM. THE BCB
DATUM ELEVATION IS 6.46 FEET EQUALS 0.00 FEET NAVD 88 MEAN SEA LEVEL.
3)THE PROPERTY/BOUNDARY LINES DEPICTED HEREON ARE COMPILED FROM
GIS DATA AND OTHER SOURCES. THESE LINES ARE NOT TO BE CONSTRUED
AS A BOUNDARY OPINION AND ARE SUBJECT TO CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
4)NOT ALL IMPROVEMENTS ARE SHOWN.
1 APR 2024 SES DSB RECORD DRAWING
0 4
0 40
20
200
1"= 40'-0" HORIZONTAL
1"= 4'-0" VERTICAL
8 10
100
FEET
PLAN
PROFILE
12
8" SEWER NOT
FOUND IN FIELD
LIMIT OF MILL
AND OVERLAY
LIMIT OF MILL
AND OVERLAY
S
E
S
E
D
S
WV GVGVS
S GVW
WVWVWVS
WVGV
S D GVWVWVWVWVS
WVWVGVD
EXIST. 'CL' CB
TF = 191.06'
INV.OUT(SW)= 187.9' (12" PVC)
SUMP=186.3'
EXIST. DMH
TF = 189.24'
INV. IN(NE)= 177.4' (36" REINFORCED CONCRETE)
INV. IN(W)= 184.6' (12" REINFORCED CONCRETE)
INV.OUT(SW)= 177.4' (36" REINFORCED CONCRETE)
SANITARY ENCLOSED PIPE THROUGH MH
EXIST. DMH
TF = 188.35'
INV. IN(NE)= 177.2' (36" REINFORCED CONCRETE)
EXIST. 'CL' CB
TF = 188.78'
INV.OUT(E)= 185.6' (12" REINFORCED CONCRETE)
SUMP=183.6'
EXIST. 'CL' CB
TF = 184.24'
INV. IN(SE)= 181.6' (12" )
INV. IN(NE)= 181.1' (12" )
INV.OUT(SW)= 179.4' (12" )
SUMP=178.7'
EXIST. 'CL' CB
TF = 185.08'
INV.OUT(NW)= 183.3' (12" )
SUMP=183.0'
EXIST. 'CL' CB
TF = 184.61'
INV. IN(NE)= 179.0' (12" )
INV.OUT(SW)= 179.0' (12" )
SUMP=178.1'
EXIST. DMH
TF = 183.97'
INV. IN(NE)= 180.0' (12" REINFORCED CONCRETE)
INV.OUT(S)= 179.1' (12" REINFORCED CONCRETE)
EXIST. 'CL' CB
TF = 182.02'
INV.OUT(E)= 178.0' (12" REINFORCED CONCRETE)
SUMP=177.7'
INV.OUT(SW)= 180.1' (12" REINFORCED CONCRETE)
EXIST. DMH
TF = 182.64'
INV. IN(N)= 177.4' (12" REINFORCED CONCRETE)
INV. IN(W)= 177.0' (12" REINFORCED CONCRETE)
INV.OUT(SE)= 177.4' (12" REINFORCED CONCRETE)
Wood Fenc
e
Bit.
C
u
r
b
Bit.
C
u
r
b
Bit. Curb
Vin
y
l
F
e
n
c
e Vinyl FenceStone WallStone WallBit. Curb
Wood Fence
Stone Wall
Stone Wall
N/FCHRIS
T
I
A
N
H
I
G
H
S
C
H
O
O
L
I
N
C
.
48 BAR
T
L
E
T
T
A
V
E
N/FALVAR
O
&
C
H
R
I
S
T
I
N
E
BRAGA
N
Z
A
111 LO
W
E
L
L
S
T
V. 6953
9
P
.
0
2
0
8
N/FYUANF
U
S
H
E
K
&
J
I
A
L
I
6 SUM
M
E
R
S
T
V. 6344
9
P
.
0
3
3
6
N/FJAY PE
T
A
L
&
P
R
A
S
H
A
S
T
I
J
PATEL
6 SUM
M
E
R
S
T
V. 634
4
9
P
.
0
3
3
6
N/FHOWA
R
D
M
.
T
A
R
L
O
W
10 SU
M
M
E
R
S
T
V. 1415
P
.
0
4
9
0
N/FPAMEL
A
R
O
S
E
N
G
U
A
R
D
12 SU
M
M
E
R
S
T
V. 1346
P
.
0
0
7
1
N/F
RAYMOND GABLER TRUSTEE
16 SUMMER ST
V. 64603 P. 0582 N/F
TOWN OF LEXINGTON
SUMMER ST
V. P.
N/FJOHNC
Y
C
A
S
T
E
L
I
N
O
&
SAHAN
A
T
R
S
K
E
N
C
H
A
P
P
A
7 SUM
M
E
R
S
T
V. 692
7
6
P
.
0
3
4
1
N/FXAVIE
R
&
N
A
T
H
A
L
I
E
T
O
U
R
E
T
9 SUM
M
E
R
S
T
V. 5841
8
P
.
0
4
6
4
N/FBIN & Z
H
E
N
G
Z
H
O
U
11 SU
M
M
E
R
S
T
V. 5318
7
P
.
0
3
9
9
N/FMICHA
E
L
&
L
O
R
I
A
A
U
D
R
E
Y
15 SUM
M
E
R
S
T
V. 6655
7
P
.
0
1
3
1
N/F
JOHN N. KEPLER & MARTHA A. ERICKSON
19 SUMMER ST
V. 30036 P. 0059
N/F
21-27 SUMMER STREET CONDO MAIN
21-27 SUMMER ST
V. P.
TOWN
O
F
L
E
X
I
N
G
T
O
N
LOWE
L
L
S
T
V.N/A
P
.
N
/
A
EXIST. SMH
TF = 191.36
INV.IN(SE) = 181.9' (8" AC)
INV.IN(SW) = 186.3' (8" PVC)
INV.OUT(NW) = 181.9' (8" AC)
EXIST. SMH
TF = 188.94
INV.IN(SE) = 181.3' (8" AC)
INV.OUT(NW) = 181.3' (8" AC)
EXIST. SMH
TF = 186.75
INV.IN(SE) = 178.8' (8" AC)
INV.OUT(NW) = 178.8' (8" AC)
EXIST. SMH
TF = 184.88
INV.OUT(S) = 179.4' (8" AC)
EXIST. SMH
TF = 184.85
INV.IN(E) = 176.0' (8" AC)
INV.IN(N) = 179.0' (8" AC)
INV.OUT(NW) = 176.0' (8" AC)
EXIST. SMH
TF = 184.81
INV.IN(SE) = 176.5' (8" AC)
INV.OUT(W) = 176.5' (8" AC)
EXIST. SMH
TF = 183.87
INV.IN(SE) = 174.2' (8" AC)
INV.OUT(W) = 174.2' (8" AC)
8"
A
C
8" AC
8" AC
8" AC 8" PVC8" AC
8" AC
8" AC
8" AC8"
AC
Bit.
C
u
r
b
Wo
o
d
F
e
n
c
e
Sto
n
e
W
a
l
l
Stone Wall
Stone
Wall
Stone
Wall
Stone Wall
Chain Link Fence
Bit. Curb
Bit. Curb Bit. Curb
Stone CurbStone CurbN/F
PAMELA ROSENGUARD
12 SUMMER ST
V. 1346 P. 0071
Ele
c
.
D
u
c
t
B
a
n
k
SUMMER STREET STA. 44+00MATCH LINEWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWV WV WVWV35+00 36+00
37+00
38+00
39+00
40+00
41+00
42+00 43+00
44+00STA. 44+00MATCH LINESTA. 35+00MATCH LINESTA 35+95
16"X16" TEE
STA 39+71
16"X6" HYDRANT TEE
STA 35+97
16" GATE VALVE
STA 35+93
16" GATE VALVE
STA. 35+00MATCH LINE16" GATE VALVE
WITH VALVE BOX
(TYP OF 3)
NEW 16" DIP
REMOVED AND
REPLACED EXISTING
HYDRANT (TYP)
REMOVED AND REPLACED
16-INCH LEXINGTON WATER
MAIN
CONNECTED TO
EXISTING SERVICE LINES 40.0'21.8'15.4'66.3'
72.2'84.0'60.6
'
18.5'31.7'84.0'48.0'48.6'
56.3'
60.3'
65.
3
'
39.3'
60.8'
41.8'22.5'56.2'
71.9'
23.8'
23.0'
50
.
6
'
5
5
.
2
'
50.0'
52.4'35.3'37.6'43
.
0
'
44.
6
'30.1'33.3'35.4'4
5
.
0
'
31.2'
32.8'
21.0'
27.2'
21.8'53.1'43.3'57.
2
'
58.
2
'
28
.7
'WVWVWVWVWVWVSTA. 44+00MATCH LINESTA. 35+00MATCH LINE35+00 36+00
37+00
38+00
39+00
40+00
41+00
42+00 43+00
44+00
170
175
180
185
190
195
200
170
180
190
200
35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00EX. SEWER (12")INV EL 179.32EX. SEWER (36")INV EL 177.53MATCHLINE STA 35+00 (LEXINGTON 16-INCH MAIN)MATCHLINE STA 44+00 (LEXINGTON 16-INCH MAIN)STA 35+95
16"X16" TEE
STA 39+71
16"X6" HYDRANT TEE
16" DIP
STA 35+97
16" GATE VALVE
STA 35+93
16" GATE VALVE
EXISTING ROAD SURFACE
PLOT DATE: 2024/04/23 5:31 PM BY: THO97586File = C:\PW_WORKING\BVW_AMERICAS_2\D1446957\C-1 TO C-6 Saved by:THO97586 Save date= 2024/04/23 5:02 PM8
C-5
STA 35+00 TO 44+00
16-INCH LEXINGTON MAIN PLAN & PROFILE 5
DSB
RKW
JMN
KRR
C-1 TO C-6
AS NOTED
N/A
NO.DATE BY CHK'D REVISION
CONTRACT NO. :
ACCESSION NO. :
DATE:
SCALE:
APPROVED BY:
CAD FILE NO. :
CHECKED BY:
DESIGNED BY:
DRAWN BY:
SECTION NO. :
MASSACHUSETTS WATER RESOURCES AUTHORITY
PREPARED BY :
DRAWING NO.6522
NORTHERN EXTRA HIGH - SECTION 63
of
APR 2024
15WATER R E S OURCES A
U
T
HORITYMA
SSACHU S E T TSREFERENCE:
63
1 APR 2024 SES DSB RECORD DRAWING
NOTES:
1)NORTH ORIENTATION AND COORDINATES REFER TO MASSACHUSETTS GRID
SYSTEM NAD 83.
2)ELEVATIONS ARE BASED ON BOSTON CITY BASE (BCB) DATUM. THE BCB
DATUM ELEVATION IS 6.46 FEET EQUALS 0.00 FEET NAVD 88 MEAN SEA LEVEL.
3)THE PROPERTY/BOUNDARY LINES DEPICTED HEREON ARE COMPILED FROM
GIS DATA AND OTHER SOURCES. THESE LINES ARE NOT TO BE CONSTRUED
AS A BOUNDARY OPINION AND ARE SUBJECT TO CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
4)NOT ALL IMPROVEMENTS ARE SHOWN.
0 4
0 40
20
200
1"= 40'-0" HORIZONTAL
1"= 4'-0" VERTICAL
8 10
100
FEET
PLAN
PROFILE
12
8" SEWER NOT
FOUND IN FIELD
LIMIT OF MILL
AND OVERLAY
WVWVWVWVS
S
WV GVS
GVGVGVS GVW
S
GVGV
WV
S
WV
FP WVWV WV
W W W W
WM
WM
GV
S
WVS
WV WV
W W
W WVWV
SWVWV WVD
WM
W
EXIST. 'CL' CB
TF = 191.17'
INV. IN(SE)= 188.7' (12" CLAY)
INV. IN(S)= 186.3' (12" CLAY)
INV.OUT(N)= 185.9' (15" REINFORCED CONCRETE)
SUMP=185.3'
EXIST. 'CL' CB
TF = 192.22'
INV.OUT(NW)= 189.2' (12" )
SUMP=188.2'
EXIST. DMH
TF = 191.67'
INV. IN(S)= 185.7' (15" REINFORCED CONCRETE)
INV.OUT(N)= 185.7' (15" REINFORCED CONCRETE)
EXIST. 'CL' CB
TF = 191.41'
INV. IN(SE)= 188.6' (12" )
INV.OUT(NW)= 188.6' (12" )
SUMP=186.6'
EXIST. 'CL' CB
TF = 191.14'
INV.OUT(NW)= 189.4' (12" CLAY)
SUMP=189.2'
EXIST. 'CL' CB
TF = 191.06'
INV.OUT(SW)= 187.9' (12" PVC)
SUMP=186.3'
EXIST. 'CL' CB
TF = 190.89'
INV. IN(SE)= 186.5' (12" )
INV.OUT(N)= 186.5' (12" CLAY)
SUMP=182.9'
INV. IN(NE)= 177.4' (36" REINFORCED CONCRETE)
INV. IN(W)= 184.6' (12" REINFORCED CONCRETE)
INV.OUT(SW)= 177.4' (36" REINFORCED CONCRETE)
SANITARY ENCLOSED PIPE THROUGH MH
INV. IN(NE)= 177.2' (36" REINFORCED CONCRETE)
INV.OUT(E)= 185.6' (12" REINFORCED CONCRETE)
Stone Wall
Stone Wall Wood Fence Wood FenceWood Fence
Wood FenceN/F
TOWN OF LEXINGTON
SUMMER ST
V. P.
N/F
SAMIR R. & EKTA S. PATEL
28 SUMMER ST
V. 1442 P. 0057
N/F
JANMEET SINGH ANANT & GURPREET SINGH
34 SUMMER ST
V. 1434 P. 0070
N/F
JJONATHAN M NYBERG & SARA Q DOLAN
36 SUMMER ST
V. 1437 P. 0097
N/F
21-27 SUMMER STREET CONDO MAIN
21-27 SUMMER ST
V. P.
N/F
THE BRIAN FALCHUK LIVING TRUST
29 SUMMER ST
V. 70050 P. 0184
N/F
JOHN CHIU & GENEVIEVE NG
31 SUMMER ST
V. 75816 P. 0373
N/F
SCOTT L. & AMY SBIHLI
33 SUMMER ST
V. 57265 P. 0031 N/F
WINSHIP COMMON TRUST
LITCHFIELD RD
V. 26828 P. 0162
N/F
IGOR & LUDMILLA
TKACHOV
33 HASKELL ST
V. 49411 P. 0122
N/F
TARA M. WILTSHIRE TRUSTEE
29 HASKELL ST
V. 57528 P. 0595
N/F
MICHAEL K. & TARA A.
SMITH MADISON AVE
V. 69057 P. 0147
N/F
RAMESH SETHUMADHAVAN
& KRITHIGASSREE
SAMBAMURTHY
12 EVERGREEN LN
V. 68965 P. 0041
N/F
IGOR & LUDMILLA TKACHOV
MADISON AVE
V. 43373 P. 0390
N/F
XUELEI PAN & WEI WANG
38 SUMMER ST
V. 55266 P. 0067
N/F
TOWN OF LEXINGTON
HASKELL ST
V. 13335 P. 0313
N/F
MICHAEL P & JOY L MALONE
36 EVERGREEN LN
V. 25848 P. 0355N/FCORINNE RAINVILLE745 SUMMER STV. 29719 P. 0128N/FERIC M. MEYETTEETAL/ TRUSTEE741 SUMMER STV. 71615 P. 0444N/F
THOMAS & LUCIE SYLVIAN
5 REED ST
V. 73694 P. 0273
EXIST. SMH
TF = 196.99
INV.IN(NE) = 189.5' (12" CLAY)
INV.IN(NE) = 193.6' (6" CLAY)
INV.OUT(SE) = 189.5' (12" CLAY)
EXIST. SMH
TF = 197.29
INV.IN(SE) = 193.2' (6" CLAY)
INV.OUT(W) = 193.2' (6" CLAY)
INV.IN(NE) = 191.4' (6" CLAY)
INV.OUT(SW) = 191.4' (6" CLAY)
EXIST. SMH
TF = 194.75
INV.OUT(NW) = 188.6' (8" AC)
EXIST. SMH
TF = 194.26
INV.IN(SE) = 183.0' (8" AC)
INV.OUT(NW) = 183.0' (8" AC)
EXIST. SMH
TF = 194.03
INV.IN(SE) = 183.8' (8" AC)
INV.OUT(NW) = 183.8' (8" AC)
EXIST. SMH
TF = 191.56
INV.IN(SE) = 184.8' (8" AC)
INV.OUT(NW) = 184.8' (8" AC)
EXIST. SMH
TF = 191.36
INV.IN(SE) = 181.9' (8" AC)
INV.IN(SW) = 186.3' (8" PVC)
INV.OUT(NW) = 181.9' (8" AC)12" Clay8" AC8" AC
8" AC
8" AC
8" PVC6" Clay6" Clay12" Clay
6" Clay
6" ClayBit. DriveStone
WallStone
Wall Conc.WalkWoodStepWood Fence
HASKELL STREETREED STREETSTA. 44+00MATCH LINEWVWVWVWVWVWVWVWVWVWVWVWV
WVWVWVWV44+00
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 52+97STA. 44+00MATCH LINESTA 45+43
16" GATE VALVE
STA 48+25
16"X6" HYDRANT TEE
STA 50+23
16"X8" TEE
EXISTING SERVICE LINES
REMOVED AND REPLACED
EXISTING HYDRANT (TYP)
8" GATE VALVE
11° BEND
8" SOLID
SLEEVE
CONNECTION TO EXISTING
HASKELL STREET WATER MAIN
16-INCH DIP TRANSITION
TO 20-INCH DIP.
TRANSITION COUPLING
24.5
'
3
6
.
3
'
17.2'
36.6'18.8
'
10.
3
'
80.9'
75.5'35.5'22.3'
26.
0
'
33
.5
'
41.5'
46
.
3
'
40
.
5
'
46.7'44.3'40.0'21.8'15.4'69.9'
23.2'
41.4'36.5'38.1'33.7'66.0'
67.1'
43.0'
46
.
6
'
44.3'
66.5'
69.8'
86.3'
83.5'
18.0'30.0
'
71.6'
62.9'41
.
1
'
37.
0
'
45.3'18.0'28
.7
'
22.2'WVWVWVWVWVWVSTA. 44+00MATCH LINESTA 51+33.52
44+00
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 52+97
170
175
180
185
190
195
200
170
180
190
200
44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00EX. SEWER (12")INV EL 186.30MATCHLINE STA 44+00 (LEXINGTON 16-INCH MAIN)16" DIP
STA 45+43
16"x6" GATE VALVE
TRANSITION COUPLING
STA 50+23
16"x8" TEESTA 48+25
16"x6" HYDRANT TEE
EXISTING ROAD SURFACE
PLOT DATE: 2024/04/23 5:33 PM BY: THO97586File = C:\PW_WORKING\BVW_AMERICAS_2\D1446957\C-1 TO C-6 Saved by:THO97586 Save date= 2024/04/23 5:02 PM9
C-6
STA 44+00 TO 52+00
16-INCH LEXINGTON MAIN PLAN & PROFILE 6
DSB
RKW
JMN
KRR
C-1 TO C-6
AS NOTED
N/A
NO.DATE BY CHK'D REVISION
CONTRACT NO. :
ACCESSION NO. :
DATE:
SCALE:
APPROVED BY:
CAD FILE NO. :
CHECKED BY:
DESIGNED BY:
DRAWN BY:
SECTION NO. :
MASSACHUSETTS WATER RESOURCES AUTHORITY
PREPARED BY :
DRAWING NO.6522
NORTHERN EXTRA HIGH - SECTION 63
of
APR 2024
15WATER R E S OURCES A
U
T
HORITYMA
SSACHU S E T TSREFERENCE:
63
1 APR 2024 SES DSB RECORD DRAWING
NOTES:
1)NORTH ORIENTATION AND COORDINATES REFER TO MASSACHUSETTS GRID
SYSTEM NAD 83.
2)ELEVATIONS ARE BASED ON BOSTON CITY BASE (BCB) DATUM. THE BCB
DATUM ELEVATION IS 6.46 FEET EQUALS 0.00 FEET NAVD 88 MEAN SEA LEVEL.
3)THE PROPERTY/BOUNDARY LINES DEPICTED HEREON ARE COMPILED FROM
GIS DATA AND OTHER SOURCES. THESE LINES ARE NOT TO BE CONSTRUED
AS A BOUNDARY OPINION AND ARE SUBJECT TO CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
4)NOT ALL IMPROVEMENTS ARE SHOWN.
0 4
0 40
20
200
1"= 40'-0" HORIZONTAL
1"= 4'-0" VERTICAL
8 10
100
FEET
PLAN
PROFILE
12
LIMIT OF MILL
AND OVERLAY
LIMIT OF MILL
AND OVERLAY
S
8" AC49+00
50+00
MATCH LINEMATCH LINE43.0'
44.6'30.1'33.3'35.4'PLOT DATE: 2024/04/23 5:45 PM BY: THO97586File = C:\PW_WORKING\BVW_AMERICAS_2\D1446957\C-7 Saved by:KHU66798 Save date= 2024/04/18 12:07 AM10
C-7
ENLARGED PLAN - LEXINGTON EMERGENCY CONNECTION
DSB
RKW
JMN
CIR
C-7
AS NOTED
N/A
NO.DATE BY CHK'D REVISION
CONTRACT NO. :
ACCESSION NO. :
DATE:
SCALE:
APPROVED BY:
CAD FILE NO. :
CHECKED BY:
DESIGNED BY:
DRAWN BY:
SECTION NO. :
MASSACHUSETTS WATER RESOURCES AUTHORITY
PREPARED BY :
DRAWING NO.6522
NORTHERN EXTRA HIGH - SECTION 63
of
APR 2024
15WATER R E S OURCES A
U
T
HORITYMA
SSACHU S E T TSREFERENCE:
63
NOTES:
1)NORTH ORIENTATION AND COORDINATES REFER TO MASSACHUSETTS GRID
SYSTEM NAD 83.
2)ELEVATIONS ARE BASED ON BOSTON CITY BASE (BCB) DATUM. THE BCB
DATUM ELEVATION IS 6.46 FEET EQUALS 0.00 FEET NAVD 88 MEAN SEA LEVEL.
3)THE PROPERTY/BOUNDARY LINES DEPICTED HEREON ARE COMPILED FROM
GIS DATA AND OTHER SOURCES. THESE LINES ARE NOT TO BE CONSTRUED
AS A BOUNDARY OPINION AND ARE SUBJECT TO CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
4)NOT ALL IMPROVEMENTS ARE SHOWN.
0
1"= 10'-0"
10 20
FEET
50
ALEXINGTON EMERGENCY CONNECTION
SCALE: 1"=10'-0"
16" GATE VALVE
AND BOX (TYP 2)
16" DIP
16" X 16" RJ TEE
121APR 2024 SES DSB RECORD DRAWING
E
WV
WVGV
SD
D WVWV
WVGV12" Reinforced Concrete12" Reinforced
C
o
n
c
r
e
t
e
12" Reinforced ConcreteVinyl Fence
Wood Fence
Bit. Drive31
POLE
#58-21
Grass
10" AC
6" Clay3"
Apple Bit. Walk
Bit. Curb
Bit.DriveStone Wall
Stone Wall
WV
WVWVWVWVWV45
.
0
'
31.2'
32.8'
21.0'27.2'21.8'53.1'43.3'57.2'
58.2'
43.6'
44.4'
4
1
.
5
'PLOT DATE: 2024/04/23 5:45 PM BY: THO97586File = C:\PW_WORKING\BVW_AMERICAS_2\D1446957\C_8 Saved by:KHU66798 Save date= 2024/04/18 10:35 PM11
C-8
ENLARGED PLAN - CONNECTION TO 16" W
DSB
RKW
JMN
CIR
C_8
AS NOTED
N/A
NO.DATE BY CHK'D REVISION
CONTRACT NO. :
ACCESSION NO. :
DATE:
SCALE:
APPROVED BY:
CAD FILE NO. :
CHECKED BY:
DESIGNED BY:
DRAWN BY:
SECTION NO. :
MASSACHUSETTS WATER RESOURCES AUTHORITY
PREPARED BY :
DRAWING NO.6522
NORTHERN EXTRA HIGH - SECTION 63
of
APR 2024
15WATER R E S OURCES A
U
T
HORITYMA
SSACHU S E T TSREFERENCE:
63
NOTES:
1)NORTH ORIENTATION AND COORDINATES REFER TO MASSACHUSETTS GRID
SYSTEM NAD 83.
2)ELEVATIONS ARE BASED ON BOSTON CITY BASE (BCB) DATUM. THE BCB
DATUM ELEVATION IS 6.46 FEET EQUALS 0.00 FEET NAVD 88 MEAN SEA LEVEL.
3)THE PROPERTY/BOUNDARY LINES DEPICTED HEREON ARE COMPILED FROM
GIS DATA AND OTHER SOURCES. THESE LINES ARE NOT TO BE CONSTRUED
AS A BOUNDARY OPINION AND ARE SUBJECT TO CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
4)NOT ALL IMPROVEMENTS ARE SHOWN.
0
1"= 10'-0"
10 20
FEET
50
ACONNECTION TO 16" W
SCALE: 1"=10'-0"
16" SOLID
SLEEVE
22.5° MJ
BEND
90° MJ BEND
CONNECTION TO EXISTING
LOWELL STREET WATER MAIN
1 APR 2024 SES DSB RECORD DRAWING
NO.DATE BY CHK'D REVISION
CONTRACT NO. :
ACCESSION NO. :
DATE:
SCALE:
APPROVED BY:
CAD FILE NO. :
CHECKED BY:
DESIGNED BY:
DRAWN BY:
SECTION NO. :
MASSACHUSETTS WATER RESOURCES AUTHORITY
PREPARED BY :
DRAWING NO.6522
NORTHERN EXTRA HIGH - SECTION 63
of
APR 2024
15WATER R E S OURCES A
U
T
HORITYMA
SSACHU S E T TSREFERENCE:
63
12
NO.DATE BY CHK'D REVISION
CONTRACT NO. :
ACCESSION NO. :
DATE:
SCALE:
APPROVED BY:
CAD FILE NO. :
CHECKED BY:
DESIGNED BY:
DRAWN BY:
SECTION NO. : 63
MASSACHUSETTS WATER RESOURCES AUTHORITY
PREPARED BY :
DRAWING NO.6522
NORTHERN EXTRA HIGH - SECTION 63
of
DEC 2021
39WATER R E S OURCES A
U
T
HORITYMA
SSACHU S E T TSREFERENCE:PLOT DATE: 2021/12/07 12:35 PM BY: NAY64139File = C:\PW_WORKING\BVW_AMERICAS_2\D1446951\D-5 Saved by:NAY64139 Save date= 2021/12/02 6:46 PM2
MISCELLANEOUS DETAILS 1
DSB
RKW
MBP
KRR
D-5
AS NOTED
N/A
FOR DIP
3
WATER SERVICE CONNECTION (1" MIN TO 2" MAX)
SCALE: NOT TO SCALE
WATER MAIN TRENCH SECTION
SCALE: NOT TO SCALE
THRUST RESTRAINT AT PLUG
SCALE: NOT TO SCALE
MEGALUG DETAIL
SCALE: NOT TO SCALE
GATE VALVE/COUPLING TO EXISTING PIPE TYPICAL HYDRANT ASSEMBLY WITH DRAIN
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
D-6
TOWN OF LEXINGTON DETAILS
A B
C
E
H
I
COUPLING FROM NEW WATER
SERVICE TO EXISTING
FOR DIP
6
1 1/19/22 REVISED DETAILS B, D AND IDSBCIR
POLYETHYLENE ENCASEMENT
03-14-2022RECORD DRAWINGSSESDSBAPR 2024
C-9
12 12
TRENCH LIMIT
WATER MAIN
D
E
F