‘
m ROAD RESTORATION
rc s TEMPORARY
a 3" TEMP BASE
FINAL
12" GRAVEL
3" BASE
+ CONNECT TO EXISTING SMH-S2685 2" TOP
ROW LINE (REPLACED IN 2002) WITH EXISTING
HOLE. ITEM ‘th. o
LIMIT OF WORK =
REPLACE 12" CONCRETE 1 |
[ PIPE WITH 12" PVC PIPE | =
tn
a g
a
CSEWER memes SEV E i
ween SEWER semanas SEV)
ERommemmes SEWER
meseensenjoneses SF
1 WERemen snesee__! —t_-
4' DIA o
| SMH-2669 2
a
Oo
\ 2
PROPOSED NEW 4' DIA SMH- LQWELL1 wz
Pa 1+50
oo oS
REPLACE CB- D10866 & ~ > PN
CONECTING PIPE WITH 22 LF+
OF 10" PVC DRAIN PIPE: ™~ PROVIDING NEW HLE
“NY (CORING OR OTHER)
ITEM 1h(1
a | LIMIT OF WORK ”
CONNECT TO EXISTING | \ REBUILI
SMH-S2971 (REPLACED IN 2006) PANELS 4+
BY PROVIDING NEW HOLE
(CORING OR OTHER). ITEM 1h(1) | |
a INSTALL 12" PVC PIPE ~ | t
VIDEO EXISTING SEWER PIPE TO LOCATE ee
SERVICE CONNECTIONS fren 12(15) PRIOR +
| TO FILLING WITH FLOWABLE FILL eo
: \
oO ‘= ABANDON PIPE& FILL WITHIELOWABLE
PQ FILL. ITEM 2m.
oO
SMH- S2669
| 60 STA:3+14 (104 RT) 60
1 RIM=55.75
| bs I(in)}=48.80 12" PVC PIPE (E)
Ly I(out)=48.73 12" PVC PIPE (SW)
|g (out)=48.73 12" PVC PIPE (W)
NC
|S 6800 , fi
60 [\ | . !
|
——-——__|
J
| 50 90
S=0.035 —
035 F
/-) ~ 1 " a
2 PvE >. pet pe \ 31 LFL(+/3) - 12" PVC Pipe
L S=0.073 FT/FT
50 f = ‘\— CONNECT NEW 12" PVC PIPE
SMH- $2684 — TO SMH-S2917
| R=60.09 =
I(in)=56.20 (CB- D10866) b
I(out)=56.06 (SMH- S2685) a
=
ae oe ee | Ap 40 8 40
Q
Pee ae ABANDON EXISTING PIPE | S
eer 50 (SMH- $2684) NAVD 88 WITH FLOWABLE FILL S
Kout)=56.50 ( BASE ELEV g
40.00 NAVD 88 aq
BASE ELEV 35
° h nits og Ne ole _ = NS eS
00 1c jo | Oleg ~ |= S It
alg as Ag ol OB alg alg Bh
+00
2+00 1+00 0 0+00 1+00 J
— Pony. MAP PARCEL
: = \ ror NASHUA, NEW HAMPSHIRE ---- —
- a‘ i 20 0 20 40 80 PLAN OF ——rrre
Cl TY OF HORIZONTAL SCALE 1" = 20-0" > SHEET
CITY ENGINEER'S OFFICE VERTICAL SCALE 1" = 4" PROPOSED WORK 1
LOWELL ST
9 RIVERSIDE STREET DRAWN BY. DESIGNED BY: REVIEWED BY: L OF 24
NASHUA, NEW HAMPSHIRE 03062 Jno. REVISION DESCRIPTION DATE J N. QUINTERO J. MENDOLA B. KEATING J
