HomeMy WebLinkAboutRW-476-3Q
m
2
/ is qA riF EXIST. DMH
FB
ti/ ' TF 6 202.78'
8��QINV. IN S)=199.3'("CLAY)
QN INV. IN(E)= 197.3- (12" REINFORCED CONCRETE)
(15" REINFORCED CONCRETE)4C INV. IN(E)= 197.0 4 %R;�opS; 'INV.OUT(VV)=196.1'(18"REI ORCEDCONCRETE)
,O .0 01>1
l ✓ONIV GOON/F /
EXIST.'CL' CB C
/ 303 RlA PAS
\ TF=201.25' V OwF4 SARI /
V.OUT(S)=199.4' (6" AC) 0884 P ST Nl
SUMP=199.4' EXIST. D (SILT ) 0p46 /
T - .34'
INV. IN=N.F. CONNECTED TO
INV.OUT=N.F. BURLINGTON PHASE 2A /
WORK BY OTHERS
\ \ WITH SOLID SLEEVE
EXIST. DMH
\ f TF = 202.80'
NOT ACCESSIBLE
LIMIT OF MILL �
AND OVERLAY v Br1ck Wall
EXIST. DMH
TF = 202.14'
V. IN(N)= 198.7 (6" AC) Qjf s
NV. T=N.F.(FLOODED) 07/�
/ SUMP=198.24' 6
h �
EXIST. SMH Ly'
TF =
202.58 41"AC) \�
INV. IN(NVV)=188.
INV.IN(N E)=195.9'(8" Y) OC\J0
INV.IN(N) = 196.9' (6" CLA
INV.OUT(SE) = 188.0' (14" AC)
y-
cr
<�
EXIST. S H i
/��i�� �i� I�N(N) = 1877(B..
87.7 (8" TF _2.S
LAY)
INV.IN(E) = 193.9' (12" CLAY)
29 ti �NV.IN(SE) = 194.3' (8" CLAY)
8 INV.IN( VV)=187.7'(14"AC)
INV.OUT(SE) = 187.7 (14" AC)
� sOA ° 90
Tc�'�O
N/F
JUSTIN & ARENSON REBACCA KEENAN
162 MAPLE ST
\ / V. 70638 P. 0046
EXIST. DMH
\ / TF=19
INV. IN(SE)= 192.3' (12" REINFORCED CONCRETE)
INV. IN(NE)= 192.4' (15" REINFORCED CONCRETE) U
INV.OUT(SVV)= 190.8' (15" REINFORCED CONCRETE) N
LL
_0
EXIST.'CL' CB O
TF=191.07 I�
INV.OUT(SE)= 187.4' (15" REINFORCED CONCRETE)
SUMP=187.0'
0
od
w Q
z`�Q(-o
Z2t� ON
Q~(nw o
wcox
Z uj -i � Q Bit. Drie
rn
PA to]
r
W 7 G
�W oW-
16-1
G 08
Apple
0,
I
XIST. 'CL' CB
IN- \
202.23'
INV.OUT(N)= 199.3' (6" CLAD N/F N/F
/ SUMP=199.3' I GIDEON LEE & IRENE FUND JOHN & LORYANN D'AGOSTINO
285 LOWELL ST I 281 LOWELL ST
V. 27274 P. 0487
/�EXIST.'CL'CB V. 74032 P 0493 N/F
TF=203.94' I CONNECTED TO EXISTING 1
/ INV.OUT(VV)=199.8'(12"REINFORCEDI ONCRETE) VIVEKRAJ DEVARAJ &
SUMP=199.8'
/ SERVICE LINES
EXISTS H I
IN OU SAPANANARENDRAVARAIYA
N: 2987029.853 TV.IN(S SUMP=196.8' 277 LOWELL ST
N/F INV.IN(SE) 195.3' (8" C
303 LOWELL E: 738250.661 NV.IN(NE)=198.6'(6" LAY) V. 71827 P. 0179
SMH INV.OUT(N - 19 (8" CLAD EXIST. S H
2.57
V. P.
EXIST . DMH INV.OUTIMV 1 .3' (8" CLAD /-EXIST.
1
-) = 194.7'(8" CLAD
TF = 00.93-
0.93'T(S)=194.7(8"CLAD
T(S) = 1947 (8" CLAY)
(BOLTED, NOT ACCESIBL
24"
ID Oak
I
(� X.'CL'CB
F 200.83' Q" U
LTED) p c
LIMIT OFMILLO k
AND OVERLAY12 S
ID Ce
Oa 62' °'
(; °D Wo W II
Cher O co
O -
sC/dy ®
J _
a LOWELL ST ET e6
N
I Wold 12" S ruc >
20" �� m WaI o Stone I
S V K,\().\ Ic� 1 4+00
= 195.5'(6" CLAD
NW) =195.5' (8" CLAD
-2 24"
N/F
267 LOWELL ST
V. P.
N/F \
LEXINGTON CHRISTIAN ACADEMY / \
L ST v V INV. IN((`
N: 2986760.719' 0036 / N/ INV gUT(S
N: 2986827.289' E: 738536.244' 25 /q j OP
5
E: 738493.887' V E18lv
0pF QST /
13
16"
, REMOVED AND
\. REPLACED EXISTING /
o HYDRANT (TYP) / EXIST. 'CI
a/ TF=18
INV. IN E)= 184.0'(6" C
INV.OUT(SVV)=184.1' (12" REINFORCED CONCR
3t WoodFenc 'o= N: 2986978."mN: 298 N: 2986568.926' .MH
6899.665' �2 E: 738644.39 118' m 0 ruc )° 18/ +
1)
E: 738337.20(IST E: 738426NV.I (NVV)� �CLA
Y)
pr \e 200.66 NV. UT(SI(14"AC)
4
M
INV.I VV) = 185.6' 14" AC) T G� _ %x o 8 illrive
STA 2+57 INV.OUT( = 5.6' ( 5" REI FORCE CONCRETE) 4J , 0
co
11.25° BEND
OH yFe c v \ SEXIST. SMH O M \ �Q
° ioSTA 0+65 8" SEWER PER TOWN EXIST.'CC CB / m 9 w J c 2 1
193.2' (6" CLAY) TF = 200.11'
22.500 BEND 186.8'(14"AC) RECORD MAPPING, NOT INV. IN(E)=198.4'(8°c AY
INV.IN(E)=194.5'(8"CLAY) INV.OUT(NVV)=198.2'("CORRU TE HDPE PIPE) EX T.S 15�
OUND IN FIELD 8+0
NV.OUT(SE)=186.8'(14"AC) SUMP=198.2' T =999.66 u
INV. (NVV)= 1 5.6' (15" REI FORCED CONCRETE)
STA 0+41 N: 2987088.014' REMOVED AND REPLACED NVUOUT(SE) 185.6'(14"A )
22.500 BEND TFI=1. E: 7381 54.699' 16 -INCH LEXINGTON WATER Bit.
INV.IN = HDPE PIPE)
MAIN N/F I / STA 6+86
/ / STA 0+05 NV.OUT(VV=195.2'(12") ALEX KOH &LOIS YONG UTHPALA SENEVIRATNE N/F 16"X6" HYDRANT TEE O�Q ooaF
16" GATE VALVE SUMP=189.5' \ 282 LOWELL ST I & THAKSHILA I LYNNE E KERAMATYhCe
. 29871 07.998 V. 69142 P. 0527 DISSANAYAKE RALLAGE 2014 REVOCABLE TRUST N: 2986655.063'
EXIST96.6 CB 278 LOWELL ST 272 LOWELL ST EXIST. SM
E: 738100.403'=lssss' N: 2987089,89g' N/F \ I I E: 738596.556 TF -191.3 S
I .IN(E)=191.9'(12") BARBARASMITH V. 66716 P. 0042 V. 73949 P. 0544 N/F )= 2.r (e CLAY) (�
IN UT(VV)=191.9' CED CONCR E: 738130.573' SY-HWA CHEN& INV.IN(N 181.6'14"AC)
SUM = 288 668 P. 0 9 _ SHUEH-LING CHIU 268 Nv.our(E)=181(14"Ac) Q�
EXIST. 'CL' CB \ V. 33668 P. 0390 LOWELL ST MIN�BI N/P
TF = 196.88' �
INV.OUT(NVV)= 191.8' (12" REINFOR ED CONCR E) / & P
SUMP=191.8'V. 31802 P. 0595 ` 2 Alv y
EXIST.'CL'CB JAMES&DEBORA HANKINS / V 630 6P<<ST HBN
TV.IN(E= / / PLAN \ 2p13 G
INV. IN(E)= 189.0' (12" REINFORCED CONCRETE) 294 LOWELL ST � \
INV.OUT(VV)= 188.5' (12" R ORCED CONCRETE) V. 17474 P. 1986 FQ /V/F
SUMP=187.5' \/ \ '4,
R(3'
/ \ NFRRyNF)wM
/ 1"= 40'-0" HORIZONTAL <sa<OwF� 1440/V
0 40 100 200
184.0' (8" CLAY) MMMMJ FEET
/ \
1"= 4'-0" VERTICAL
PA It,
205
CONTRACT NO.: 6522
CAD FILE NO.: C-1 TO C-6
R°Es
DRAWING NO.
FMASSACHUSETTS
Pso
WATER RESOURCES AUTHORITY
c�
NORTHERN EXTRA HIGH -SECTION 63
ACCESSION NO.: N/A
SECTION NO.: 6
�(D
CO
Lu
3:1
LuJ
(n w
X z
EXISTING ROADSURFACE
Lu_
200
200
STA 0+40
22.5° BEND
16" DIP
195 4N.Sl
I I
STA 2+57
11.25° BEN
STA 0454
22.5° BEND
190
190
�
(I
(D
LU
F-
v�
STA 6+86
Q
16"X6" TE
E
185
(j
C4
\
v
�0)
w
Lu
3:=
Lu
J
(n
w
180
w
z
180
M N
0) co
r co
+
+
175
Q w 175
0+00
1+00
2+00
3+00
4+00 PROFILE 5+00
6+00
7+00 c z
Q
T-
o U
Z
T
c6
Z
O
U
Z
X
Lu
J
I
O
O
t
co
Q
8^
X24„
Tulip c
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
R°Es
DRAWING NO.
FMASSACHUSETTS
Pso
WATER RESOURCES AUTHORITY
NORTHERN EXTRA HIGH -SECTION 63
ACCESSION NO.: N/A
SECTION NO.: 6