HomeMy WebLinkAboutRS-721A(Pu&t/cVv/��
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MBLU: 31-68 \ WIDE)
SNODGRASS DONALD R &
EDMONDS KAREN P
23 BENNINGTON RD SMH-10---
BK. 29816 PG. 017 R=242.38' \
1=231.17 - PVC Pipe (in)
1 1=231.17 - PVC Pipe (in)
/ N: 2984697.378' 1=230.93 - 8" PVC (out)
E: 732155.473'
EL: 241.814' 8 Sewer
/ MAGNAIL Service
8" Plug
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MBLU: 31-94
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BK 27198 PG 29
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SMH-3 (INSIDE DROP MH)
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1=238.52-8"PVC (in) (Sewer Service)
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1=230.26 - 8" PVC (in)
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1=230.16 - 8" PVC (out)
Sewer
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Flow Fill and Capped
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Sewer End Cap and
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WALL
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MBLU: 39-26
N/F CONGREGATION OF ARMENIAN CATHO
151 EDENFIELD AVE
WATERTOWN, MA 02172 USA
BK 954 PG 170
SMH-2
R=239.36'
1-227.56 - 8" PVC (in)
8" Plug �1=227.52 - 8" PVC (in)
1=227.42 - 8" PVC (out)
8+00.00
9+00.00
1 1 i I - \ _ - -
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aHW W2242-e2�a� hY� - - 12 242w - _ ` aHW ''L aHW $' �l d" �' - MASONRY RETAINING ALL \
L - - 242 \ _ \ L 11 �"� 246 i /.240-9sS z MAS - =AI\G W \
_ \ • S Gq t M ONRY TAININ Alt / I C+P \ \ / - - - - ` Cp
FM ` FM \ FM FM FM FM CB / 'FM F 4y�\ \ \ �9�, _ Gv4y$ ,z361 / Old Sewer e I 4s3, a / -
_ / \ cpss R=242.68'/ J -VH-1 � - 2 JPL / Flow FillEXSMH-5 (Removed)
SMH_16 11=240.58' (9"DIS / R=245.72= \ \ FM - S ��y S Wer Line I F R=238.45'
R=242.63' 12=241.2�'2A,iIP) / 1=242.99' (in) \ \ Old Sewe fine I y"" /e EXSMk--3tRemoved) EXSMH-4 (Removed) Old Sewer Line 11=233.05' (8"PVC)
62.1 �' PVC \ i / Flow �1( and C ed /Flow Fill and R=246.47' R=239.71' Flow Fill and ( )
\ 1=232.01 - C Pi �. - cw4 / 1=242.86'(out) 12=233.05' 8"PVC
.71%�- � \ \ Capped 11=241.19' (8"PVC) 11=234.11' (8"PVC) Capped ( )
-1--23 . - PVC Pi (out) / - - - \ �\ CB
SMH-9 �` // i \ - _ - - - - d� EX$MH-2 (Removed) \ \ �� \ `- R=248.05' 2=241.19' (8"PVC) 2=234.11' (8"PVC) MBLU: 39-10
eT \ R=238.15' _ ` \ i '( - 1 \ g\ , ,z+4 13=241.59' (8"PVC)
/ R=247.25' � \
J \ y / 11-242.06' (DEEP) 14=241.49'
c- 11-242/04' (8"PVC) \ \ / (s"Pvc) N/F YOUVILLE PLACE INC
1=234.80 - 6" PVC I ro NO PIPES FOUND
s ��- \ 12=242.04' (8"PVC) \ �` \ ry° 10 PELHAM ROAD
1=2:4.7��VC Pipe (out) rz - - _ - \ \ ` _ \ ` ` - \ \� z4z- J / / �4y$ 2 BK 50695 PG 46
/ J \ BORING \� �• / N: 2984892.390'
� SMH-8 -- -- -- -- - / GZ_2 \ ,�."
/ BENCHMARK: BONNET BOLT30"\ \- E: 732545.620'
\ R=238.55' S SMH-7 DROP INLET zea 3" -
�^ / ( ) - EL -243.60' • EL: 247.094'
1=235.20 - 6" PVC (in) y/ c� R=238.62' -
I-23510 6"PVC t / \ \ �Y4 / MAGNAIL C5
SMH-13
R=232.55'
1=223.76 - PVC Pipe (in)�
1=223.66 - PVC Pipe (out)
BENCHMARK: BONNET BOLT
EL=235.64'
6" Plug
(Connection by Others)
6" Sewer
Service
\ l ^Sr
Old Sewe
Cy' Sto r io I fa undo CB
Capped R=233.19'
11-230.49' (DEEP>,
NO PIPES FOUND
C1 START C2.
C3 C2
INV 12" RCP
C4/ EL=229.03'
s,T F LL - 1=233.40 - PVC Pipe (in)
1=235.44 - PVC Pipe (in) CC61=233.07 - PVC Pipe (out)\3MBLU: 39-10N/F YOUVILLE PLACE Io`ca 20 PELHAM RD \ \ / RCP
BK 50695 PG 46 \ oeA)alp .26'
\ <G 4-iyI \ �GNc vcc
W44 PROPOSED LCP \ \
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SMH-1 ( AST) 5)790 1
R=232.71' AI
1=224.79 - 8" PVC (in)
1=224.66 - PVC Pipe (in)
1=223.93 - PVC Pipe (out)
N vac X23? W r ry�228®a%
\ ,� MASONRY YALL \
\ )4 CUPL I
- EXSMF�- UB n
R=232.65' R=229.87'
1=224.79' (f m 11=228.97' (DEEP)
Youville Place) NO PIPES FO D
3
;ewer Service (Cy N: 2985213.687'
rom Youville Plac E: 733134.456'
EL: 232.257'
DMH MAGNAIL
RIM -233.34' S
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V=230.81)
INSIDE
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(24 Bennington
Rd)
8" Roposed
7mmr
Waterline
76.9- 8"
C
0.70%
6"Sewer Service
(INV=231.17)(23
Bennington
d)
260.2- e" PVC
384.0- g" pVC
5' DIA.
MANHOLE
o.sax
230
5' DIA.
MANHOLE
Sewer
Service
230
(Inv=
27.56)
6" Sewer Se
vice
(Inv=22
.23)
6"
ewer Service
(In
224.66)
NAVD 88
BASE ELEV
220
220.00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
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76.9- 8"
C
0.70%
6"Sewer Service
(INV=231.17)(23
Bennington
d)
384.0- g" pVC
5' DIA.
MANHOLE
o.sax
5' DIA.
MANHOLE
Sewer
Service
(Inv=
27.56)
6" Sewer Se
vice
(Inv=22
.23)
6"
ewer Service
(In
224.66)
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