ROAD RESTORATION:
REPLACE CB-D11050 & CONNECTING TeMP
eRe TT 2" TEMP PAVE
\ FINAL
12" GRAVEL
2.25" BINDER
PROPOSED 4' sue $2945
ne748) REVAIN EXISTING
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2+48.1
2
& R SEWER mmmiemmmen SEWER mmm SEWER Sommer SEWER ) ©
EWER mamma SEWERS SEWE
0400 \, 5s —
REPLACE 10" TILE PIPE
WITH 12” PVC PIPE
\ ROW LINE
REPLACE CB-D11051 & CONNECTING
PPE. INSTALLL 24' + OF 10" DIA OVC REMOVE 3' TOP VF OF MAN HOLE. FILL WITH
DRAIN FIPE GRAVEL & RESTORE ROAD AS PER
SPECIFICATIONS
70 70
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//
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/
FLETCHER ST ¢
oo
60 60
a7
CB- D11051
STA:0+59 (12' RT)
SMH $2945 RIM=71.75 =
STA:0+40 (0' RT) l(out)=67.90 10" PVG PIPE (E) SS
RIM=72.70 ~~.
l(out)=67.00 12" PVC PIPE (SE) ae
CB- D11050
50 |_STA:0+58 (11' LT) 50
RIM=71.72
l(out)=67.86 10" PVC|PIPE (S)
NAVD 88
BASE ELEV
45.00 49
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Ne Ne aig aly Ao
0+00 1+00 2+00
L J
( VCE ) 00 ; 00 , a0 VF NASHUA, NEW HAMPSHIRE Fisxuse bance!)
=, CITY OF NASHUA NEW HAMPSHIRE ———— rua aati
| CITY ENGINEER'S OFFICE HORZONTAL SCALE 1 = 20:0 2017 SEWER PROJECT =—s |__=_}
os VERTICAL SCALE 1" = 4'-0"
? 9 RIVERSIDE STREET PROPOSED WORK —
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: BEARD ST 3
Juno. REVISION DESCRIPTION DATE N. QUINTERO J. MENDOLA B. KEATING DU OF 24 J
