HomeMy WebLinkAboutRW-476-4,
EXIST. YD
TF = 196.63'
JV. IN(NE)= 192.4' (6" CLAY)
.OUT(SW)= 192.2' (6" CLAY)
SUMP=192.2'
N: 2986434.129'
E: 738706.572'
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DOWARD L JR & NANCY L BARTER \
4 FAIRLAWN LN
EXISTDMH V. 12023 P. 0653
.
TF = 188.23'
INV. IN(W)= 181.0' (12" REINFORCED CONCRETE) EXIST.'CU CB
TF = 186.69'
1 V.OUT(SE)= 184.4' (12" REINFORCED CONCRETE)
SUMP=183.8'
N/F
N/F ROBERT T. & ERICA M. TRUXLER
ROBERTS. BURGE TRUSTEE 239 LOWELL ST
249 LOWELL ST V. 66661 P. 0365
V. 74034 P. 0148 EXIST. DMH
TF - 187.06'
INV. IN(SW)= 181.1' (12" REINFORCED CONCRETE)
STA 8+75 IN .OUT(E)= 181.2' (12" REINFORCED CONCRETE)
16" GATE VALVE
EXIST. DMH
STA 8+77 TF = 188.92'
TEE 16°X8„ INV. IN(SE)= 184.9' (12" REINFORCED CONCRETE)
INV. IN(SW)= 181.6' (12")
N: 2986476.806 INV. UT( E)= 181.4'(12" REINFORCED CONCRETE)
E: 738695.716' N: 2986390.541
E: 738744.387'
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20 WHEELER RD
9-C V. 63325 P. 0553
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10" Clay
e S S
N STSMH �-
y` TF = 189.59
INV.IN(SE)= 181.6' (10" CLAD
N/F 1NV.IN(N)=186.0'(8°CLAY)
PHILIP BRINK
MAN INV.OUT(SVV)=181.6'(10"CLAY)
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3: REMOVED AND REPLACED
Q > AND OVERLAY 227 LOWELI
7ggq� p ! 16 -INCH LEXINGTON WATER MAIN
INV. IN(NVV)=183.5'(11t)1
EXIST.' N: 2986302.506' <INV.OUT CONNECTED TO EXISTING
INV u E: 738790.395 D CONCRET) - - - SUM e2.a FAIRLAWN LANE WATER MAIN
sum = STA 12+06
EXIST. SM
8" GATEVALVE(TYP) CD TF=186 6 16"X8"TEE
INV.1 E)-
INV (NW)=180.2'(14"AC)
STA 12+04 1 .OUT(SE) =180.2' (14" AC)
16" GATE VALVE N 39 N: 2986041.23 ' rive
E: 738945.2
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EXIST.'CL' CB
CHRISTOPHER1012
TF = 187.59'
V. IN(N
)= 184.0'(6" CLAY)
ZEINFO CED CONCRETE)
SUMP=183.7'
16" GATE VALVE pa le Vinyl Fence Bit
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I40"
MH
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STA 11+74 ve N: 2986235.375'
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= 1
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14'
"APP N: 2986145.533
16"X6" HYDRANT TEE E: 738833.335' EXIST. SMH
W) =
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00
EXIST. MH
E: 738 86.655'
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INV.IN(N - "AC)
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DOWARD L JR & NANCY L BARTER \
4 FAIRLAWN LN
EXISTDMH V. 12023 P. 0653
.
TF = 188.23'
INV. IN(W)= 181.0' (12" REINFORCED CONCRETE) EXIST.'CU CB
TF = 186.69'
1 V.OUT(SE)= 184.4' (12" REINFORCED CONCRETE)
SUMP=183.8'
N/F
N/F ROBERT T. & ERICA M. TRUXLER
ROBERTS. BURGE TRUSTEE 239 LOWELL ST
249 LOWELL ST V. 66661 P. 0365
V. 74034 P. 0148 EXIST. DMH
TF - 187.06'
INV. IN(SW)= 181.1' (12" REINFORCED CONCRETE)
STA 8+75 IN .OUT(E)= 181.2' (12" REINFORCED CONCRETE)
16" GATE VALVE
EXIST. DMH
STA 8+77 TF = 188.92'
TEE 16°X8„ INV. IN(SE)= 184.9' (12" REINFORCED CONCRETE)
INV. IN(SW)= 181.6' (12")
N: 2986476.806 INV. UT( E)= 181.4'(12" REINFORCED CONCRETE)
E: 738695.716' N: 2986390.541
E: 738744.387'
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20 WHEELER RD
9-C V. 63325 P. 0553
�dy
10" Clay
e S S
N STSMH �-
y` TF = 189.59
INV.IN(SE)= 181.6' (10" CLAD
N/F 1NV.IN(N)=186.0'(8°CLAY)
PHILIP BRINK
MAN INV.OUT(SVV)=181.6'(10"CLAY)
LU
2 FAIRLAWN LN o z N/F
V. 15185 P. 0231 Q Nf BRIAN E & JOAN E HEFFERNAN
Z223 OF MILL CHEN & LINr ^^ ^ 223 LOWELL ST
3: REMOVED AND REPLACED
Q > AND OVERLAY 227 LOWELI
7ggq� p ! 16 -INCH LEXINGTON WATER MAIN
INV. IN(NVV)=183.5'(11t)1
EXIST.' N: 2986302.506' <INV.OUT CONNECTED TO EXISTING
INV u E: 738790.395 D CONCRET) - - - SUM e2.a FAIRLAWN LANE WATER MAIN
sum = STA 12+06
EXIST. SM
8" GATEVALVE(TYP) CD TF=186 6 16"X8"TEE
INV.1 E)-
INV (NW)=180.2'(14"AC)
STA 12+04 1 .OUT(SE) =180.2' (14" AC)
16" GATE VALVE N 39 N: 2986041.23 ' rive
E: 738945.2
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11+00R1 r �f 7�.
13+00g/-AR9'- nH� A/
01 A All
V= 40'-0" HORIZONTAL
0 40 100 200
FEET
0 4 8 10 20
1"= 4'-0" VERTICAL
EXIST. SMH EXIST.'CU CB
TF = 185.66 TF = 185.23'
INV.IN(VV) = 180.6' (8" CLAY) INV. IN(NE)= 180.8' (10" CLAY)
INV.IN(NW) = 178.0' (14" AC) V INV.OUT(SW)= 179.7'(10" CLAY)
INV.OUT(SE)=178.0'(14"A( REMOVED AND REPLACED
EXISTING HYDRANT (TYP)
F N
/AMIE COHEN &RISHI VAS ANI VIJAY PARTH SARATHY &
219 LOWELL ST USHANANDINI AGHAVEN
V. 71903 P. 011 213 LOW LL ST
V.69019 P.0494
N: 985972.830' 10"
E: 8984.080' Apple
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EXIST. SMH
TF = 186.98
INV.IN(N W) = 178.7' (14" AC)
INV.OUT(SE) = 1787 (14" AC)
N/F
CHRISTOPHER1012
PALMER
209 LO
A 8+79
16" GATE VALV 8
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16" GATE VALVE pa le Vinyl Fence Bit
\ Bi . 28" J 4
0N 4"
_ExIsr SMH Drive
STA 11+74 ve N: 2986235.375'
Drive
Maple I Apple
O
TF =1 8.00
INV. IN NW)= 183.2' (6" LAY)
14'
"APP N: 2986145.533
16"X6" HYDRANT TEE E: 738833.335' EXIST. SMH
C)
INV.O T(SE) = 183.2' (8" CLAY)
10"
EXIST. MH
E: 738 86.655'
TF=185.66
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pple
TF .10
INV.IN(N - "AC)
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8" GATE VALVE(TYP) Ex1sr.
INV.OU SE) = 180.5' (14" AC) EXISTS H
TF 8
INV.IN(S)=181.2'(8"CL Y)
INV.OUT(E)=181.r(e"CIL Y
07
I TF = 187.24
INV.IN(NW) = 181.8' (8" CLAY)
LEXINGTON MAIN PLAN & PROFILE 2
STA 8+00 TO 17+00
CONNECTION TO EXISTING REINFORCED
CEDCONNCRETE)
CONNECTED TO EXISTING N/F Nv.our(sE)=181.e'(e"CLAY)
G ROAD SURFACE
1
APR 2024 SES DSB
RECORD DRAWING
BRYANT ROAD WATER MAIN REINFORCED CONCRETE)
SERVICE LINES L & SAMANTHI A PERERA
I
INV.OU7(NE)=179.9' (12")
232 LOWELL ST N/F
N/F
- - -
EXISTI
V. 52248 P. 0251 EKATERINA KINTSURASHVILI &
US BANK NATIONAL ASSOC
I
LIMIT OF MILL
VAJA CHIPASHVILI
TRUSTEE
AND OVERLAYEXI
N/F
DMH (PER RECORD) 7P.
218 LOWELL ST
N/F NOT FOUND (PAVED OVER)
NOT F V. 35501 0 47
I
BANUMATHU SANKARAN & SAMIR KUMAR KHIEM KWIE & SUMIRKO S K OEI
V. 70612 P. 0491
16'
9 RRYDNT Rn me i r
Al^ i i cT I
01 A All
V= 40'-0" HORIZONTAL
0 40 100 200
FEET
0 4 8 10 20
1"= 4'-0" VERTICAL
EXIST. SMH EXIST.'CU CB
TF = 185.66 TF = 185.23'
INV.IN(VV) = 180.6' (8" CLAY) INV. IN(NE)= 180.8' (10" CLAY)
INV.IN(NW) = 178.0' (14" AC) V INV.OUT(SW)= 179.7'(10" CLAY)
INV.OUT(SE)=178.0'(14"A( REMOVED AND REPLACED
EXISTING HYDRANT (TYP)
F N
/AMIE COHEN &RISHI VAS ANI VIJAY PARTH SARATHY &
219 LOWELL ST USHANANDINI AGHAVEN
V. 71903 P. 011 213 LOW LL ST
V.69019 P.0494
N: 985972.830' 10"
E: 8984.080' Apple
20"o >1.
�Nlapl b " Maple Bit4 Q gwood
C Drive
15+00,n W-16+00_rnv'
EXIST. SMH
TF = 186.98
INV.IN(N W) = 178.7' (14" AC)
INV.OUT(SE) = 1787 (14" AC)
N/F
CHRISTOPHER1012
PALMER
209 LO
ST
V. 6062
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NORTHERN EXTRA HIGH - SECTION 63
DRAWING NO.
C-2
5 of 12
i�cv
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:
SECTION NO.63
16"
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190
185
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17+00
Drive nF
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Bit 6"v N N: 2985868.977'
Dr6 14„ Hemlocks ` ' r E: 739042.574'
EXIS . SMH 8 817 _
TF= 86.19 Hemlock �16" A� INV.OUT(N =182.3'(14")
INV.I (SE)=181.5'(14") Maple Q
INV.O TM = 181.5' 18" CLAY)
EXIST. DMH
TF=185.38' N: 2985822.572'
INV. IN(N)= 79.5' (12" REI CONCRETE) E: 739048.261
INV. IN(NW)=180.9'(12"REINFORC CRETE)
INV. IN(NW)= 179.5' (12" REINFORCED CO CRETE)
INV.OUT(SE)= 179.1' (15" REINFORCED C NCRETE)
_ .
' mpg _-- S. M
_ N: 2985781.741
cQ E: 739091.647'
C � I
EXIST. DMH N/F
2'F 185.41'
INV. IN(NE)= 179.6- (10" CLAY) RINGO K CHUNG & THERESA S YO NG
INV.OUT(S)= 179.5' (12" REINFORCED CONCRETE) 210 LOWELL ST
200
195
CONTRACT NO.: 6522
CAD FILE NO.: C-1 TO C -6o
RCEs
p P MASSACHUSETTS WATER RESOURCES AUTHORITY
�
9SSACHUSE�
NORTHERN EXTRA HIGH - SECTION 63
DRAWING NO.
C-2
5 of 12
ACCESSION NO.N/A
:
:
SECTION NO.63
DATE: APR 2024
SCALE: AS NOTED
DESIGNED BY: KRR
DRAWN BY: JMN16-INCH
CHECKED BY: RKW
APPROVED BY: DSB
190
185
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PREPARED BY:
BLACK & VEATCH
01,
LEXINGTON MAIN PLAN & PROFILE 2
STA 8+00 TO 17+00
N
0
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G ROAD SURFACE
1
APR 2024 SES DSB
RECORD DRAWING
190
TA 8+77
FEE
REVISION
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"X6" HYDRANT TE
16'
DIP
180
180
STA 8+75
STA 8+79
16" GATE VALVE
16" GATE VALVESTA
12+08
STA 12+04
16" GATE V
LVE
1
" GATE VALVE
STA 12+06
16"X8" TEE
175
170
170
8+00 9+00 10+00 11+00 12+00 13+00
PROFILE
14+00
15+00
16+00
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11f
36"
Maple
TF = 187.47
INV. IN(NW)
INV. IN(NW)
INV. IN(N)=
INV.OUT(SE
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.
REFERENCE:
CONTRACT NO.: 6522
CAD FILE NO.: C-1 TO C -6o
RCEs
p P MASSACHUSETTS WATER RESOURCES AUTHORITY
�
9SSACHUSE�
NORTHERN EXTRA HIGH - SECTION 63
DRAWING NO.
C-2
5 of 12
ACCESSION NO.N/A
:
:
SECTION NO.63
DATE: APR 2024
SCALE: AS NOTED
DESIGNED BY: KRR
DRAWN BY: JMN16-INCH
CHECKED BY: RKW
APPROVED BY: DSB
PREPARED BY:
BLACK & VEATCH
01,
LEXINGTON MAIN PLAN & PROFILE 2
STA 8+00 TO 17+00
1
APR 2024 SES DSB
RECORD DRAWING
NO.
DATE BY CHK'D
REVISION