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EXIST. DMH
TF - 187.31'
(24" REINFORCED CONCRETE) EXIST. SM
(24" REINFORCED CONCRETE) TF = 187.72
INV.IN(NW) 182.4' (10" PVC)
INV.OUT(SVV) - 179.4' (10" CLAD
EXIST. 'C L' CB
TF = 182.83' I
'ORCED CONCRETE) 10" P N/F
'ORCED CONCRETE) S s
SUMP=175.0' MARK D & DE O H E MANUELIAN EXIST. DMH /
1 WH PLE RD EXIST. SMH (PER RECORD) TF = 182.64'
EXIST.'CL' CB V. 25006 P. 0121 TF = 184.87 INV. IN(N)= 177.4' (12" REINFORCED CONCRETE)
vR PATELINV.IN(NVV) = 174.1' (14" AC) INV. IN(VV)= 177.0' (12" REINFORCED CONCRETE)
TF=183.12' RD INV.OUT(SE)= 180.4' (12" REINFORCED CONCRETE) INV.OUT(SVV)=174.1'(14"AC) INV.OUT(SE)=177.4'(12" REINFORCED CONCRETE)
0410 INV.OUT(NVV)=177.9' (24" REINFORCED C RETE) N/F
EXIST.'000B SUMP=177.9' LIMIT OF MILL N/F LICHAOYU&WENQIAN
TF=182.67' ROGER A & MARY E HILL
RCED CONCRETE) AND OVERLAY 135 LOWELL ST
EXIST MH 141 549 P. 0 ST V. 75444 P. 0452
RCED CONCRETE) >, I I I N/F
SUMP=174.9' m I e4.12' V. 2549 P. 0302 TOWN OF LEXINGTON
INV. IN (N
179.6' (12" REINFORCED CONCRETE) EXIST. SMH I GEORGEN& TOULA C N/F LOWELL ST \
o
INV. _ 1 CONNECTED TO EXISTING WHIPPLE/(15"
TF=183.77 WOURALIS 137 LOWELL HANLIN CHEN
IST 'I Q ROAD WATER MAIN (NOT ACCESSIBLE, COVERBROKE�) WELL ST N: 2984621.255' V.N/AP.N/A
F 1 uO STA 28+10 INV.IN(NVV)= 177.1- (10"AC) V-74482 p 0249 E: 73971 1 .088' 127 LOWELL ST
INV.IN(S) = 178.0' (10" AC)
7 3's' w Exlsr.'ccce 16"GATEVALVE INV.IN(NE)=173.6'(14"AC) V. 71252 P. 0059
S M = � TF = 183.26' INV.OUT(SW) = 173.3-
a_ INV.OUT(NVV)= 179.5' REINFORCED CONCR TE) EXIST. SMH N: 2984257.577' EXIST .'CL' CB
(12" REINFORCED CONCRETE) I STA 28+11 1 1 I TF = 184.09 E: 739854..541 ' , TF - 183.08' / \ INV.II
hII SUMP=177.5' STA 28+13 INV.IN(S)=176.0'(10"AC) REMQVED AND REPLACED RE FORCED ONCRETE) INV.OL
Q TEE 16"X8" INV.IN(NE)=180.7'(6°PVC) Su P=178.1-
12" GATE VALVE 16" GATE VALVE INV.OUT(N)=176.0'(10"AC) 16 -INCH LEXINGTON WATER MAIN
/ ALVARO &/CHRISTINE
o S 6" SEWER NOT N/F BRAGANZA
=y, S N: 2984529.932' N: 2984 4.219' TINA
OH - 0HW dQ � 44.3; 64.8' �2; oo ^ FOUND IN FIELD E: 739749.071' E: 739 6.010' LEONIDAS & CHRI 111 539 P- ST
�-26+00, ti 27+00 b 7.8' - �� fl STP
DELI IANNID U V. 69539 P. 020
Vv T 7 OHW OHW 28+00 OHW n I 119LOWELLS
2V) I9+00 0H h o N: 2984192.700' 0 16" GATE
= 7g rn c V. 49919 P. 0183 E: 739913.377' O
8" GATE VALVE • 30+00 s' �. o ILL 8" SEWER NOT �(
OH V/ 031+ p24 p ^ \� FOUND IN FIELD TFI ie�si (J
It �• �� C. > V.O TV(S)=179.01'(12" REIIN ORC, yDRETE)
STA 26+88 O 32+ In
�M Vin I Fences, 0 1-6)
TEE 16"X12" N' o, O �. N: 2984910. 1 �' N� ^ 33+✓in I U N: 2984824.181' �j �. q - � LOWELLSTRE - AO-4j@mce 5.2 35
EXI E: 739569.92 ET • � 43
TF= E: 739618.630'
Q INV.IN(NVV)=175.3'(14"AC)
W INV.IN(N E)=176.4'(10"CLAD
W INV.OUT(SE) = 175.3' (14" AC) Ln Z
y
� _ a .2'
w � � � N: 2984730.575'
C/) ai > _ Fin ^' ro o • _ 22.5° END c�G
a CONNECTED CONNECTED TO EXISTING Q p � N E: 739664.227' ti U v� N I ^I "� � STA 31 94 16" SOLID Q�
U� B LUNGE _ --7= pD�ZU h U -�a m a
w TO EXISTING BARTLETT AVENUE WATER -I > -1 0 -1 o I - I I 16"X6" Y ANT TEE "Q SLEEVE ti Z
a fl JA L- BERT w u v� Q w m 10'
0' SERVICE LINES MAIN - LL7OOF
d " Q d d 1 �� I h s �
O fl LO ELLS...__. - Z . I u -W Zx� T
o d u ( LIMIT MILL Z Q - Z - LL O Z CONN CTED O E TING o MOVED AND REPLACED 21. '
1i (Dj V. 5 13 P. 0363 Q AND OVERLAY - N I I Z �o I I SERVICE LINES _C STING HYDRANT (TYP)
`c ° 00 F � o 00 N Z m p ti v ¢' Lu > SSI. SMH I STA 34+51 I
o co Q > c 0, j W m> > Z o o I j 2 p - r-184.89 16"X6" HYDRANT TEE ood enc
N/F (j Z d O U o p O v.w(E)=ne�'(e°CLAY CONNECTION TO EXIS ING EXIST.'(
Exlsr. DMH RICHARD A & 2 X� d F N w LLJ v ^) v.w(sE)=1 s.7'(10"Ac) LOWELL STREET WATER MAIN 1-F=182
q+J (q a p 3 F- a INV.OUT(N) 176.7 (10" A INV.OUT
TF=183.29'
PHYLLIS SANDBERG P N/F �I 1 O � U- o - - w o z (n _ry �/ I suMP=1
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PLAN
1 "= 40'-0" HORIZONTAL
0 40 100 200
MMMMMMJ FEET
0 4 8 10 20
V= 4'-0" VERTICAL
200
200
195
CONTRACT NO.: 6522
CAD FILE NO.: C-1 TO C-6°RES
p P MASSACHUSETTS WATER RESOURCES AUTHORITY
�
9SSACHUSE�
NORTHERN EXTRA HIGH - SECTION 63
DRAWING NO.
C-4
7 of 12
190
SECTION NO.63
:
DATE: APR 2024
SCALE: AS NOTED
DESIGNED BY: KRR
DRAWN BY: JMN16-INCH
CHECKED BY: RKW
APPROVED BY: DSB
190
LEXINGTON MAIN PLAN & PROFILE 4
STA 26+00 TO 35+00
1
E
(ISTING ROAD SURFACE
NO.
DATE BY CHK'D
REVISION
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00
185 0(o
3:
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STA 28+10
16" G
TE VALVE
16"
GATE VALVE
180
SOLID SLEEVE
180
--------------
I
STA 31+94
I
16"X6" HY
RANT TEE
STA 34+09
17
22.50 BEND
TEE 16"X12"
STA 28+
1
OLID SLEEVE
I
TEE 16"
8"
STA 34d
26
22.5° BE
_/
D
STA 34+51
16"X6" H
DRANT TEE
170
170
26+00
27+00
29+00
30+00
31+00
PROFILE
32+00
33+00
34+00
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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-6°RES
p P MASSACHUSETTS WATER RESOURCES AUTHORITY
�
9SSACHUSE�
NORTHERN EXTRA HIGH - SECTION 63
DRAWING NO.
C-4
7 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 4
STA 26+00 TO 35+00
1
APR 2024 SES DSB
RECORD DRAWING
NO.
DATE BY CHK'D
REVISION