r oY
ROAD RESTORATION:
LIMIT OF WORK ~
MAIN ST
3" TEMP PAVE
RETAIN EXISTING SMH-S2383 CONNECT DRAIN TO 12" GRAVEL
PROPOSED SMH- $2651 5.5" BINDER
REMOVE AND REPLACE 15" CONNECT TO EXISTING 1.5" TOP
CONCRETE PIPE WITH 15" PVC SMH-S2660 (ITEM 1h)
PIPE REMOVE CONNECTING PIPE WEST PEARL
2.5" TEMP PAVE
12" GRAVEL
CPNNECT TO EXISTING SMH- $2383 ' oe top
ROW LINE LIMITS OF work
REPLACE CB- D14898 & CONNECTING
/ PIPE. INSTALL 7 LF + OF 10" PVC PIPE
a
SEWER Smee SEWER Sees SEWER ees SEWER
. oT WER eens SEWER Snes SEWER Semen SEWER memes SEWER memmman SEWER
! | + ! | \ : _ i | a 9 ; 9+65.66
1 POROPOSED SMH-S2651 /
&
\ REPLACE 24‘}CONCRETE JS f
REMOVEI3' TOP VE OF MAN HOLE — PIPE WITH 44" PVC PIPE PRE-CONSTRUCTION VIDEO REQUIRED ON WEST
REPLACE CB- Dj14899 & CONNECTING
PIPE. INSTALL 45 LF + OF 10" PVC PIPE REPLACE CB- D14901 & CONNECTING PIL ee OAL IS HENS SOCATON CONNECT TO EXISTING 32" PEARL ST AS FOLLOWS:
PIPE. INSTALL 30 LF + OF 10" PVC PIPE BRIGIEPIPE ( "ME 11 FROM 116 WEST PEARL ST TO WALNUT ST, 315
FEET OF 15 INCH CONCRETE PIPE. ITEM 12(15).
THE PURPOSE OF THIS VIDEO IS TO MAP OUT
\ LIMIT OF WORK REPLACE CB- D14902 & CONNECTING THE EXISTING SERVICE CONNECTIONS.
PIPE. INSTALL 25LF + OF 10"[PVC PIPE REFERENCED PAY ITEM INCLUDES PRE VIDEO
CLEANING AND REPORTS.
70 70
70 [E 70 |
. |
° CB- D14902 |
5 R=62.55 w
R CB- D14898 CB- D14899 CB- D14901 / ou=58.00 () im
SS R61.105 -R=62.27 -R=62.24 1
' T(out)=56.00 () (out)}=56.00 () I(out)=58.00 () | Ss
S
i" , [\/ 60 60
60 | 60
(
C Pipe pf
" LT po
304 LF (#-)- 15° PNET
ee $=0.017 FT/FT SMH- $2651
ee R=63.39
a I(in)}=57.49 (DMH- D14537)
(out)=56.47 (SMH- $2383) 50 50 a a AL 44 LF (+/-)- 24" PVC Pipe 50
50 vet IZ IC l(out)=58.70 (DS-43)
S=0.003 FT/FT
|
NAVD 88
NAVD 88 BASE ELEV 40
BASE ELEV 40 40.00
40.00 id iS
| (
© = .o © b Ts) —\ —|~
oN a ac sis leg oles ©(e “(e
OD Old Ol Os Olég Os
9+00
1+00 2+00 3+00
L 4
. ~ ~ Z ‘7 NASHUA, NEW HAMPSHIRE (issu. Ease
CITY OF NASHUA NEW HAMPSHIRE a sor7 ceVe PROJECT Ps
E E R ' O F F | C E HORIZONTAL SCALE 1"=20'-0" =
CITY E N G | N S VERTICAL SCALE 1" = 4'-0" PROPOSED WORK SHEET
9 RIVERSIDE STREET 21
NASHUA. NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: WEST PEARL ST
JUNO. REVISION DESCRIPTION DATE ] N. QUINTERO J. MENDOLA B. KEATING JL OF 24
