c ‘
ROAD RESTORATION:
TEMPORARY
2" TEMP PAVEMENT
FINAL
12" GRAVEL
2.25" BASE
ROW LINE REPLACE SERVICE CONNECTION TO ROW LINE,
MATCH EXISTING PIPE CONNECTION SIZE, 6" MIN. REPLACE CBIACKSONI &
LOCATION IS APPRO —
LIMIT OF WORK UNKNOWN. CYP) XIMATE AND LENGTH IS CONNECTING PIPE. INSTALL 8 LF + OF
10" PVC DRAIN PIPE.
LIMIT OF WORK
} |’ \ /
L
0+00 | 1 2 |
| WER sees} SEWER SE EReeene SEWER rN
| 2+90.40
|
XC INSTALL 12" PVC PIPE
PROPOSED 4' SMH- $2377 PROPOSED 4' DIA SMH-S2378
REPLACE 15 LF OF CONNECTING PIPE WITH 12"
PVC PIPE
|
SMH $2378
CB-JACK1 ; '
40 STA:2+76.44 OFF:0.46L STA2+82 (0 RT) 40
R=27.67 Sen ao
i I(in)=23.12 12" PVC PIPE (S
KKin)=24.02 (SMH 2378) I(in)=24.02 12" CONCRETE PIPE (E)
l(out)=23.02 12" PVC PIPE (W)
l(out)=24.30 15" CONCRETE|PIPE (S)
30 / 7 30
1 LF (+/) 7
SMH $2377 12" Pvc p,
STA:1+07 (0' RT) Pipe
RIM=37.97 SS0.045 57
l(out)=31 45 12" PVC PIPE (N) FT
Tt (
1]
20 20
NAVD 88
BASE ELEV 45
15.00
“8 “fe se eg cfg
rl r5|98 m8 IS AS
1+00 2+00 3+00
L 4
( VO ) VO NASHUA, NEW HAMPSHIRE Fisxuse bance!)
CITY OF NASHUA NEW HAMPSHIRE Po 2017 SEWER P ROJECT ne
CITY ENGINEER'S OFFICE HORIZONTAL SOALE 1 = 20-6 =
VERTICAL SCALE 1" = 4'-0" Pp RO Pp OSs E D WO RK SHEET
9 RIVERSIDE STREET
: : : JACKSON ST 9
NASHUA. NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY:
JUNO. REVISION DESCRIPTION DATE J N. QUINTERO J. MENDOLA B. KEATING JL OF 24
