ROAD RESTORATION:
TEMPORARY
2" TEMP PAVEMENT
FINAL
12" GRAVEL
2.25" BASE
VIDEO SEWER MAIN STARTING AT SMH-S2347
ON BRIDGE ST ( APPRX. 92 LF) TO LOCATE
EXISTING CONNECTION FROM WARREN ST
(ITEM 12(12)).
REPLACE SEWER CONNECTION & MATCH EXISTING PIPE
fo SIZE, 6" MIN. LOCATION IS APPROXIMATE AND LENGTH IS
UNKNOWN
ABANDON EXISTING 12" CONCRETE PIPE ,
FILL WITH FLOWABLE FILL FOR APPROX. 35
LF STARTING FROM BRIDGE ST SHWER MAIN. CONNECT TO PROPOSED SMH- WARREN 2
REMOVE EXISTING 12" CONCRETE PIPE, LOCATION IS
APPROXIMATE AND LENGHT IS UNKNOWN
-- VIDEO EXISTING PIPE TO LOCATE
LIMIT OF WORK LATERAL PIPE CONNETCIONS REPLACE CB- D14703 & CONNECTING
PIPE. INSTALL 8' + OF 10" PVC DRAIN PIPE.
INSTALL 12" PVC PIPE PROPOSED 4' DIA
C ROW LINE [ DROPOVER SMH-
/ WARREN‘
0+00 / 1 / 2
— | - = 3 3+96.36
SEWER smells SEWER sees SEWER seis SEWER oe SEWER =e SEWER Sees SEWER anes SEWER =e SEWER ee “EE eae
Lf
\ PROPOSED 4' DIA SMH- WARREN1 LIMIT OF WORK
REPLACE CB- D14701 & CONNECTING REPLACE CB- D14704 & CONNECTING
PIPE. INSTALL 8' + OF 10" PVC DRAIN PIPE, PIPE. INSTALL 8' + OF 10" PVC DRAIN PIPE.
SMH- WARREN(1 e
R=33.43 SMH-WARREN 2 fr
I(in)=27.50 (CB-D147011) CB- D14703 R=30.87 .
|(out)=25.00 (SMH-WARREN 2) STA:1+56 (6' LT) I(in)=22.40 (SMH- WARREN1) K
' [ RIM=33.85 \(out)=22.40 (SMH $2233) >» 40
40 5 (out)=28.00 10” PVG PIPE (NE) :
ly >»
8 CB- D14704 :
5 STA:1+64 (9' RT) a
[ RIM=33.80 Si
l(out)=28.00 10" PVC PIPE (NW) w
~
S
&
fh 30
30
CB-D14701 So 280 LF (+/-) - 12" PYC Pipe
STA:0+46 (8'RT)_/ od eee eee 54 LF - 12" RCP
hala S=0.010 FT/FT ee eee ee
l(out)=28.00 12" CONCRETE PIPE (NW) S=0.003 ET/ET
20
20
NAVD 88 15
BASE ELEV
=< co
19.00 ns ~ wie ole rls oli? ol se
Ol “Ist ice <q sly taled als AQ
“ls male be "ls “es 3 =
4+00
0+00 1+00 2+00 3+00 J
PAX MAP PARCEL
‘ NG NASHUA, NEW HAMPSHIRE eee eee
4 20 0 20 40 80 PLAN OF PROPERTY LOCATION
HORIZONTAL SCALE 1" = 20"-0" . 4
' SHEET
CITY ENGINEER'S OFFICE VERTICAL SCALE 1" = 40" PROPOSED WORK
WARREN ST 20
9 RIVERSIDE STREET DRAWN BY. DESIGNED BY: REVIEWED BY: oF 24 |
NASHUA, NEW HAMPSHIRE 03062 JUNO REVISION DESCRIPTION DATE 4 N. QUINTERO J. MENDOLA B. KEATING Jk .
