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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" REINFORCEE)-
\ EXIST SMH
\ TF=184.81 \
INV.IN(SE) = 176.5' (8" AC)
INV.OUT(VV) = 176.5' (8" AC)
10.1' (DEIN FORCED CONCRETE)
ALVARQ & CF
11 SRAGgN R/STWE
p' V 6 539 P VVIEF` 2p8
7'
tone St O
= 0.0 + CRI
= LO ONCR
M
Sod Fence C
>8` 'tae all
VUgNF N/F
V6 SUMMER ST lA Ll
\ 449 P. 0336
EXIST. SMH
\ EXI T. SMH TF = 184.88
TF - 183.87 IN V.OUT(S) = 179.4' (8" AC)
INV.IN(SE) = 174.2' (-AC)
V.OUT(VV) = 174.2' (8 AC)
STA 35+93 STA 35+95 STA 35+97
16" GATE VALVE 16"X16" TEE
16 GATE VALVE_
NEW 16" DIP
/
/ EXIST
TF 182.02'7INV.OUT(E)= C
SUMP=177.7'
LIMIT OF MILL
AND OVERLAY
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EXIST.'CL' CB \
TF = 184.24' \
INV. IN(SE)= 181.6' (12" )
INV. IN(NE)= 181.1' (12" )
INV.OUT(SVV)= 179.4' (12")
SUMP=178.7'
`/AYp,Sp N/F \
6 SU PATjEl Tl j
V 6344 ST
N: 2984067.437'
E: 740069.128' -ETF '18508
ATF = 185.08
INV.OUT(NVV)= 18333',(12";
_ SUMP=183.4
38+00
G G (SUMMER STREET -
G
.0
C
N
HW 8" AC � C� (D 8" SEWER NOT �
FOUND IN FIELD
p S IlAtc /F
ro� Ali A Rs ENOHAPp > I o
l 16" GATE VALVE 6 T6 N: 2984115.400'
�Hj
TH VALVE BOX E: 740003.852' S
(TYP®F 3) INV.IN(E) =176.0' (e' AC)
\ INV.IN(N) = 179.0' (8" AC) I O
, INVODUT(NVV) = 176.0' (8" AC)
SAC o
D � D
140vv, R pN/F \
10 SUMM/- TARLOVV \
V 1415pE �T
N: 2983945.26 \
E: 740225.0111 \
EXIST. SM -
TF=18 5
INV.IN(SE) = 178.8(8 AC)
\ INV.OUT(NVV)=178.8' "AC)
56.2' 22.5 41.8'_
40+
139+00-b
I I
PAMEL'4 RQ/F PAMELA ROSENGUA ID N/F 1
12 SUM SENGpAR 12 SUMMER ST 1 RAYMOND GABL, TRUS*E
V 1346 pE0oS p V. 1346 P. 007 � 16 LACED ST
REMOVED AND REPLACED \
REMOVED AND 16 -INCH LEXINGTON WATER
REPLACED EXISTING MAIN \
HYDRANT(TYP) I EXIST.SMH
TF = 188.94
IN .IN(SE)=181.3'(8"AC)
INV.O(NVV) =181.3' (8" AC)
N: 2983880.973' \
E: 740305.976'
\-
Cha'n Link Fence
72,2
11 .84.0' 42+00
/ 41+00
S
G i -
co
St Wall
PF
O O
/_ - \� b I O
4 6
I � I
STA 39+71 N: 2983819.586'
N: 2984007.301' 16"X6" HYDRANT TEE E: 740383.936'
E: 740146.276' ��
XAVI N/F N/F
ER HATH I / MICHgE� N/F I JOHN N. KEPLER & MARTHA A. ERICKSO
SUMMERST
V.9 84MMER TTOURET elN & N/F \ 15 SU IORIA AU I V. 0036 P. 0059
8 P. 0464 11 00 cB V 53 g� pER sr V 66557 pE�73j pREy
TF = 184.61'/ 0399 / I
INV. IN(N )- 179.0' (12")
INV.OU (SW)= 179.0' (12" )
SUMP=178.1'
0{ A n{
V= 40'-0" HORIZONTAL
0 40 100 200
MMMMMJ FEET
0 4 8 10 20
1"= 4'-0" VERTICAL
N/F
TO NOF LEXINGTON
I EXIST. DMH O SUMMERST
TF - 189.24' V. P.
V.IN(NE)=177.4'(36"RE INF OR CED CONCR �'
IN )= 184.6' (12" REINFORCED CONCRE�
INV. T = 177.4'(36" REINFORCED CONCH )
\ S ITARY ENC D PIPE THROUGH MH
N: 2983648.701'
E: 740603.082' - -�- - -
� I
\ 44+0,
St�a%j 2�1.8All
EXIST. SMH N: 298:
TF -19106 E: 74(
V UINV.IN(SE)=
N INV.IN(SVV) = 186.3' (8" PV(
INI V ni iTMIAh - l al o' M" A
N: 2983697.225" LE IST CB
E: 740540.732' F =1=6'
V.01. 187.9' (12"
SUMP..
EXIST.'CL' CB
TF = 188.78'
INV.OUT(E)= 185.6' (12" REINFORCED CONCRE E)
sur"CONNECTED TO
EXISTING SERVICE LINES
EXIa i. uivin
TF = 188.35'
INV. IN(NE)=177.2' (36" REINFORCED CONCRETE)
N/F
21-27 SUMMER STREET CONDO MAIN
21-27 SUMMER ST
V. P.
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-5
8 of 12
ACCESSION NO.N/A
:
190
DATE: APR 2024
SCALE: AS NOTED
DESIGNED BY: KRR
DRAWN BY: JMN16-INCH
CHECKED BY: RKW
APPROVED BY: DSB
PREPARED BY :
BLACK & VEATCH
01,
190
1
APR 2024 SES DSB
EXISTING
ROAD SURFACE
DATE BY CHK'D
REVISION
N
16" DIP
185
N
m
w°
W
LU
U
w
TA 35+93
STA 35+97
Lu
?
16" GATE
VALVE
16" GATE VALVE
180
180
TA 39+71
16"X6"
HYDRANT TEE
175
STA 35+9
�LO
LO
LU
W
LU
(n
W
170
w
?
170
01,08I81
01808181
[0=8181
9.118I81
Lu
Z_
-i
T-
C) U
Q
39+00 40+00 41+00 42+00 43+00 44+00
PROFILE
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-5
8 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 5
STA 35+00 TO 44+00
1
APR 2024 SES DSB
RECORD DRAWING
NO.
DATE BY CHK'D
REVISION