c ‘
28 us ROAD RESTORATION:
2 7 5 N2& TEMPORARY
Oo m INSTALL NEW CB- LEMO 2" TEMP PAVE
“j = “INSTALL 8 LF + OF 10" REPLACE CB- D10952
- ove SEO EIRE CONNECTING PIPE. INSTALL 16 LF FINAL
* + OF 10" DIA PVC DRAIN PIPE 12" GRAVEL
RETAIN EXISTING SMH- $2968 INSTALL NEW #' DIA 2.25" BASE
SMH- LEMON 1
LIMIT OF WO
REMOVE EXITING 10"
CONCRETE PIPE
/ fF INSTALL 12" PVC PIPE
[ S 7 d | =
pees} 2] /\/\ 1S ees SAS —*
f MAMSS oe UMS NMS MIS uaMas USMS MSS oe YIMAS OH ~D
1 2 |
3 ‘
;
YL A
LIMITS OF WORK |
ROW LINE
CONNECT TO EXISTING S
= y u
INV(IN) 49.19 127 PVC ee a 8 REPLACE SERVICE CONNECTION TG ROW LINE (TYP.)
= 2 < < MATCH EXISTING PIPE SIZE, 6" PVC/MIN. LOCATION IS
= Q) g 9 APPROXIMATE & LENGTH IS UNKNOWN
PROPOSEDA’ DIA SMH- LENBDp§ 1 REPLACE CB- LEMON 1 &
s = < CONNECTING PIPE. INSTALL 12 LF
mre + OF 10" PVC DRAIN PIPE
20a
nh <
80 ol 80
CB- LEMON 2 LE
STA:1+97 (8' RT) ”
T RIM=65.99 5
l(out)=62.13 10" PVC PIPE (S) Z
CB- LEMON‘ =
STA:1+53 (8'LT) =
RIM=68.38
l(out)=64.52 10" PVC PIPE! (W) /\ "
70 70
o | 4
L | CB- D10952
0 STA:0+25 (10' RT)
4 | RIM=73.28
s | ih l(out)=68.70 10" PVC PIPE (S)
g SMH- LEMON 1
$TA:3+13 (3' RT)
RIM=54.93
I(in)=51.00 12" PVC PIPE (N)
l(out)=49.30 12" PVC PIPE (W)
60 60
SMH- LEMON2
STA:0+39 (4' RT)
RIM=73.25
A I(in}=68.50 10" PVC PIPE (N)
l(out)=68.00 12" PVC PIPE (S)
|
L
50 50
NAVD 88
BASE ELEV
45.00
45
8 vq IN as ol 8 oles
As Se ols She as — ‘in
3+00 2+00 1+00 0+00
q J
( VO VF 00 ; 00 10 a0 VF NASHUA, NEW HAMPSHIRE Fissuse pauce)
Cl TY OF NASHUA NEW HAMPSHIRE ee PLAN OF ——rrre
CITY ENGINEER'S OFFICE HORZONTAL SOALE = 20% 2017 SEWER PROJECT =—s |__=_}
VERTICAL SCALE 1" = 4" Pp RO Pp OSs E D WO RK SHEET
9 RIVERSIDE STREET 40
NASHUA, NEW HAMPSHIRE 03062 AI | DRAWN BY: DESIGNED BY: REVIEWED BY: LEMON ST
JUNO. REVISION DESCRIPTION DATE JL ee TN. QUINTERO J. MENDOLA B. KEATING JU OF 24
