ROAD RESTORATION
TEMPORARY
3" TEMP PAVEMENT
FINAL
18" GRAVEL
5.5" BINDER
1.5" TOP
USE ITEM 6s, REMOVAL AND DISPOSAL OF
6" CONCRETE UNDER PAVEMENT AS
NECESSARY.
REPLACE 15" PIPE
WITH 11' +/- OF 15" PVC
SHORT LINER CIPP CIPP LINE 33' +/- OF 12" PIPE
existing ah NX REPLACE CB- D14541 & CONNECTING
LINE EXISTING SMH-S9624. PIPE. INSTALL 13' +/- OF 10" DIA
PVC DRAIN PIPE.
| REPLACE CB- D14920 & CONNECTING
f PIPE. INSTALL 27' +/- OF 10" DIA
X PVC DRAIN PIPE.
SEWE SEWE ees SEV SEWE Gees SEWE Sees SEWE SEWE SEWE Remus SEWE Rees SEWE Rees SEWE SEWE SEWE Rees SEWED LINE EXISTING SMH- $1833
| a
s 3 > 4 5
0700 | O __ , | _j- = _% © 8 ! © — | —O— 5+20-68B-
| e 2 LINE 15" CONCRETE PIPE
2 ABANDON PIPE & FILL
WITH FLOWABLE FILL
LINE 4" DIA SMH- $2042 a i
= =
uu Ww
” wo
CIPP LINE 12" CONCRETE PIPE \ [ ROW LINE /
| |
REPLACE CB- MAIN1 & CONNECTING
PIPE. INSTALL 26' +/- OF 10" DIA
PVC DRAIN PIPE.
REPLACE CB- MAIN2 & CONNECTING REPLACE SERVICE CONNECTION TO
hap " ROW (TYP.) MATCH EXISTING PIPE
Ova DRAIN PIPL +f OF 10" DIA SIZE £ Hin LOCATION IS REPLACE CB- D14540 & CONNECTING
; APPROXIMATE AND LENGHT IS PIPE. INSTALL 38 +/- OF 10" DIA
UNKNOWN PVC DRAIN PIPE.
\ J
: )F fi oo 20 0 20 40 80 Ve ER NASHUA, NEW HAMPSHIRE nm “= ance)
CITY OF NASHUA NEW HAMPSHIRE mS sever uc
x 7 : \
CITY ENGINEER'S OFFICE Loh) convent een NFEET 2017 SEWER PROJECT =
vy Seale 120-9 PROPOSED WORK say
9 RIVERSIDE STREET i ee MARCH 42
NASHUA. NEW HAMPSHIRE 03062 SAD) craw ey: DESIGNED BY: REVIEWED BY: 5047 MAIN ST- MEDICAL CENTER DR TO PROSPECT ST
JUno. REVISION DESCRIPTION DATE JL MAMENH-RLVT | QUINTERO J. MENDOLA B. KEATING J JL J OF 24_J
