ROAD RESTORATION:
CIPP LINE 18" EGG SHAPE TEMPORARY
CEMENT PIPE REPLACE CB- D15092 & ou TEMP BASE
CONNECTING PIPE REPLACE CB- ELM 4 & CONNECTING FINAL
. PIPE. INSTALL 16 + OF 10" TIA PVC 12" GRAVEL
INSTALL 22 + OF 10" DIA DRAIN PIPE "
PVC DRAIN PIPE 3" BASE
1.5" TOP
ROW LINE
REPLACE CB- D15093 & CONNECTING
PIPE. INSTALL 21 + OF 10" DIA PVC
DRAIN PIPE
CIPP LINE 12" CEMENT PIPE
a OF WORK
5
een SEWER 8
—_— R 10
11
bh 4 | |
\ a
LINE EXISTING SMH- $1730
LINE EXISTING \
SMHi6 1729 LINE EXISTING $MH- $1793
LINE EXISTING
SMH-S1777
REPLACE SEWER LINES TO ROW LINE WITH RE ONNEG:NG
6" PVC MIN. LOCATION IS APPROXIMATE & PIPE. INSTALL 18 ¢
LENGHT IS UNKNOWN (TYP.) OF 10" DIA PVC
DRAIN PIPE
REPLACE CB- ELM[3 & CONNECTING PIPE.
INSTALL 22 + OF 10" DIA PVC DRAIN PIPE
|
| SMH- $1793 CB- ELM5
CB- ELM3 STA:6+15 (2' LT) _STA:7+53 (16 RT]
| STA:6+06 (16' RT) RIM=59.82 RIM=59.29
RIM=59.04 I(in)=48.52 12" CEMENT PIPE (N) I(out)=55.00 10" PVC PIPE (E)
\(out)=55.)0 10" PVC PIPE (E) I(in)=54.50 10" PVC PIPE (N)
I(in}=54.50 10" PVC PIPE (SE) w! DMH-D11953
inj=54.50 10" PVC PIPE (W) K| CSTA:8+95 (2' RT)
(out)=48.38 12" CEMENT PIPE (S) CB - ELM4 o. | RIM=59.93
. STA:7+55 (14' LT) S
Ke CB- D15093 | RIM=59.76 8
% STA:6+31 (14' LT) I(in)=54.50 10" PVC PIPE (W) .
S /RIM=59.37 %
o I(out)=55.00 10" PVC PIPE (NW) =
S
‘fl i fl
Hy] Hl
72 LF (+/4) -12"6 . I]
ement pipe ic LF (+/-) - 12" cement pipe 136 LE (+/-) - 12)
—— -)- 12" cement pi 70 TF |= 15 PVC
S=0.013 FT/FT 50.007 IS pipe 130 LF (+/-) - 12" cement pipe
| S=0.009 FT/FT — |
— S=0.004 FT/FT \
SMH- $1729 —| SMH- $1730 —\
STA:5+47 (2' LT) STA:7+55 (1' LT)
| RIM=59.82 RIM=60.07
l(in)=49.02 12" CEMENT PIPE _(N) -I(in)=47.08 12" CEMENT PIPE (N)
I(out)=49.01 12" CEMENT PIPE (S) I(out)=47.08 12" CEMENT PIPE (S)
l(out)=55.00 10" PVC PIPE (E)
6+00 7+00 8+00 9+00 10+00
‘ J
f )E Vi VE NASHUA, NEW HAMPSHIRE Fraxuse pascel)
CITY OF NASHUA NEW HAMPSHIRE ne eu =
CITY ENGINEER'S OFFICE HORIZONTAL SCALE 1°=30-0" 2017 SEWER PROJECT =
9 RIVERSIDE STREET eee PROPOSED WORK ra
NASHUA, NEW HAMPSHIRE 03062 I DRAWN BY: DESIGNED BY: REVIEWED BY: ELM ST PART 2 5
Juno REVISION DESCRIPTION DATE JL MAMENH-RLVT | QUINTERO J. MENDOLA B. KEATING J OF 24_J
