Ql!
LIMIT OF WORK
CIPP LINE 18" EGG SHAPE
CHMENT PIPE
REPLACE CB- D14305 &
CONNECTING PIPE INSTALL 31 +
IF 10" DIA PVC DRAIN PIPE
LINE EXISTING SMH- $2381
REMOVE TOP 3 VFOF DMH,
FILL WITH GRAVEL
RESTORE ROAD AS PER
SPECIFICATIONS (ITEM 2q)
CIPP LINE 18" EGG SHAPE
CEMENT PIPE
REPLACE CB-ELM1 &
CONNECTING PIPE. INSTALL 15' +
OF 10" DIA PVC DRAIN PIPE
[ ROW LINE
CIPP LINE 18" EGG SHAPE
CEMENT PIPE
0+00
L — a es
p= SEWER
i %.
=
23MaS——}
=P Naas
Lu
(-——" SEWER
REPLACE CB- D 15123 & /
CONNECTING PIPE.
INSTALL 23' +OF 10" DIA
REMOVE TOP 3 VF OF EXIST. /
STRUCTURE, FILL WITH GRAVEL,
RESTORE ROAD PER SPECIFICATIONS
OVC DRAIN PIPE
4
S Ss
LINE 4' SMH- ELM 1
__ pP———= SEWER:
N REPLACE CB- 1p) 14306 &
CONNECTING PIPE. INSTALL
23 FT + OF 10" DIA PVC DRAI
PIPE
REPLACE SERVICE
CONNECTION WITH PVC TO
ROW (TYP.) MATCH EXISTING
PIPE SIZE (6" MIN)
REPLACE CB- BLM 2 &
CONNECTING FIPE. INSTALL
17 +OF 10" DIA PVC DRAIN
PIPE
ELM ST
PROTRUDING SERVICE PIPE 87 FEET FROM
WEST PEARL ST MANHOLE TO BE CUT AND
REMOVED (ITEM 1n).
ROAD RESTORATION:
LINE EXISTING
SMH-S1777
LINE EXl
SMH-
BTING
81729
TEMPORARY
3" TEMP BASE
FINAL
12" GRAVEL
3" BASE
1.5" TOP
NOTE:
PRE-CONSTRUCTION VIDEO REQUIRED ON ELM ST AS FOLLOWS:
FROM KINSLEY ST TO 96 ELM ST, 550 FEET OF 24 INCH CONCRETE PIPE.
ITEM 12(24).
THE PURPOSE OF THIS VIDEO IS TO MAP OUT THE EXISTING SERVICE
CONNECTIONS. REFERENCED PAY ITEMS INCLUDE PRE VIDEO
CLEANING AND REPORTS.
SMH- ELM1
STA:3+38 (1' LT) i
RIM=60.74 z
I(in)=52.34 18" CEMENT PIPE (S) ELM ST. MAINLINE SEWER [A |
I(in)=55.50 10" PVC PIRE (W) Cement Pee (no me-sany fl) i4
w . I(in)=55.50 10" PVC PIPE (NE) |S Lengths af
! hi I(Qut)=52.34 18" CEMENT PIPE (N) = .
2 . 5 2
x & a CB- D14306 Ss =
u & 4 STA:2+47 (26' RT) 3 ©
S : RIM=60.37 Ni S
I(out)=56.00 10" PVC PIPE (NE) a
CB p15{z3 L
: th [ol 5
STA2+14 (15'LT) A ‘i - A |
RIM=60.67 \N | |
l(out)=52.50 10" PVC PIPE (S) \ ’ ,
| | | 94 LF (+/-) - 18" Concrete Pipe 1 -)= 18" Concrete Pipe aed PLDETANL
212 LF (+/-) - 18" Concrete Pipe | iT - MIU. an snepuaner teres =
1] =} =0 003 f 72 LF (+/-)\- 490
ee | S=0.009 FT/FT / S=0.003 FI/FT LE HH) 12" Concrete Pipe h wi Meacl Se £8 | fos |
— S=0.006 FT/t 1 — — } | te \ St. 5S Siw SE.4 an 2-13-40 Aes
| — ~ | tf . |
CB- D14305 CB- ELM2 S=0.013 FT/FT Toe eof
STA:2+13 (16' RT) STA:3+36| (16' RT) | ee
RIM=60.61 RIM=60.06 -——fire +___? — ft |
l(out)=52.50 10" PVC PIPE (SE) I(out)=56.00 10" PVC PIPE (E) |] Pipe: foie x a" Raced bitands_ Wrox!" |
Li i i2th wall shine Lhe]
SMH-S1777 te nn pe
SMH- $2381 CB- ELM‘ $STA:4+42 (0' LT) SMH- $1729 — ——1L——.. asada As mensions
STA:2+40 (1' LT) STA:3+37 (15' LT) | RIM=60.28 | STAOFAT (2 tT) ars re i
RIM=61.09 RIM=60.09 I(in}=53.28 15" CONCRETE PIPE (W) . ; RIM=59.82 | oa | flat bette PT HH |
I(in)=51.49 18" CEMENT PIPE (S) l(out)=56.00 10" PVC PIPE (SW) I(in)=56.10 8"|PVC PIPE (SE) _ l(in)=49.02 12" CEMENT PIPE (N) | ——+---- i | -} i | |
\(in)=51.72 15" CONCRETE PIPE. (W) \(out)=52.64 18" CEMENT PIPE (N) nie ce net eR ee te | —_Eeivting EAM ST.iCeticwr Seem | ||
I(in)=56.00 10" PVC PIPE (SW) ry yt
l(out)=51.49 18" CEMENT PIPE (N) i patente et |
ee ees 1
o - ‘ © ‘ ° N © Q Q o 09
3 3 a 5 5 5 S S 3 3 93 93
CROSS SECTION- EXISTING EGG SHAPE CEMENT PIPE @ ELM ST
0+00 1+00 2+00 3+00 4+00 5+00 “SCALE: NOT TO SCALE
J
VE | | NASHUA, NEW HAMPSHIRE (iaxuse panoet\
CITY OF NASHUA NEW HAMPSHIRE ep ‘fs PLANOF Sua
t
CITY ENGINEER'S OFFICE HORIZONTAL SCALE 1-900 2017 SEWER PROJECT =
VERTICAL SCALE 1" = 6'-0" SHEET
9 RIVERSIDE STREET PROPOSED WORK SHEET
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: ELM ST PART 1 4
JUNO. REVISION DESCRIPTION DATE J N. QUINTERO J. MENDOLA B. KEATING J \_ OF 24_ J
