c ‘
ROAD RESTORATION:
TEMPORARY
2.5" TEMP PAVEMENT
FINAL
12" GRAVEL
2.5" BASE
REPLACE CB-terrace1 & CONNECTING PIPE.
INSTALL 7 LF +OF 10" PVC DRAIN PIPE
REPLACE SEWER CONNECTION AND PROPOSED 4" DIA SMH-2629
MATCH EXISTING PIPE, 6" MIN, LOCATION
IS APPROXIMATE AND LENGTH IS
UNKWON.(TYP.)
REPLACE CB-D14398 &
CONNECTING PIPE.
INSTALL 7 LF +OF 10" PVC REPLACE CB-D140 &
PROPOSED 4' DIA SMH-2631 DRAIN PIPE CONNECTING PIPE. INSTALL
INSTALL 12" PVC PIPE 15 LF £OF 10" PVC DRAIN
INSTALL 12" PVC PIPE PIPE
REPLACE CB-D140 & CONNECTING PIPE.
0+0 INSTALL 15 LF £OF 10" PVC DRAIN PIPE
EWER =) SEWER se SEWER SEWER === SEWER =m SEWE A SEWER memmmeeeeenccnsce, SEWER .
| —O~_5+17.26
@ —~
PROPOSED 4' DIA SMH-S2630 Ij
REPLACE CB-D14401 & CONNECTING PIPE. SLING Wut ce owAbee
" REPLACE CB-D14399 & CONNECTING PIPE.
INSTALL 14 LF 20F 10" PVC DRAIN PIPE INSTALL 28 LF £OF 10" PVC DRAIN PIPE REPLACE CB-D14342 & CONNECTING PIPE. FILL
INSTALL 15 LF tOF 10" PVC DRAIN PIPE
REPLACE SEWER CONNECTION AND
MATCH EXISTING PIPE, 6" MIN. LOCATION
IS APPROXIMATE AND LENGTH IS REMOVE 3VF OF MANHOLE, FILL BASE. WITH
UNKWON.(TYP.) GRAVEL AND RESTORE ROAD PER
SPECIFICATIONS
CB- D14399
R=499.55-
SMH- 82631 CB- D14342
I(out)=495.69 (SMH- $2631
(out) ( ) R=499.80 STA=4+06 (7' RT)
| I(in)=495.55 (CB- D14399) RIM=498.93
I(out)=494.50 (DS-73) |(out)=496.08 6" PVC PIPE (N)
510 SGP, Ho : 510
SMH- $2630 | 5 CB- D14398
\(out)=493.72 (SMH- $2629) He RIM=498.99 Le STA=5+09 (5' LT)
is (out}=495.49 6" PVC PIPE se) \ | 8 RIM=500)40
N ~! l(out)=495.60 8" PVC PIPE (SW)
500 / | __| f A 500
i 24 LE - 10" RCP ‘ ‘| y) V
—r ( 290 LF (+/-) - 12" Concrete Pipe ' i} {8
136-LF+12"RC $=p.008 FTAF pri i | |
4 _ Pe i
=n AREY | L_| S=0.002 FT/FT ||
; S=0.005 FT/FT, il | CB- 12029 | H
SMH- $2629 STA=4+85 (10' LT) a
490 R=500.43 RIM=499.71 SMH- $2259) 490
I(in)=493.03 (SMH- $2630) CB- TERRACE 1 I(out)=496.66 8" PVC PIPE (E) STA=5+00 (1" RT)
CB- D14401 in\= . " RIM=500.24
I(in)=496.14 (CB- D14415) STA=2+85 (8' LT) a ;
R=499.26 I(in)=496.18 (CB- D14414) SS hcaao 4A I(in)}=495.24 i. ove OPE NE)
=493. in\= RENE SST i(in)=495.24
out)=493.80 (DS-68) Kin) 493.08 () I(out)=495.60 8" PVC PIPE (SE) SMH- $2574 I(in)=493.75 12" PVC PIPE (N)
out)=496.27 () STA=4+91 (27' RT , \on
NAVD 88 S Maaod ; ‘ ) I(in)=493.80 12" PVC PIPE (W)
480.00
a8 a 38 ae 188 a8 pp 38 aN sa
oO oO Oo oO oO oO
aI Ie a8 Ie Ie Ie Ie Io 218 ss
0+00 1+00 2+00 3+00 4+00 5+00
L J
( VO ) VF NASHUA, NEW HAMPSHIRE Fissuse pauce)
Cl TY OF NASHUA NEW HAMPSHIRE (ee PLAN OF ——rrre
CITY ENGINEER'S OFFICE HORZONTAL SCALE 1"= 300 2017 SEWER PROJECT =—s |__=_}
VERTICAL SCALE 1" = 4'-0" Pp RO Pp OSs E D WO RK SHEET
9 RIVERSIDE STREET 49
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: TERRACE ST
JUNO. REVISION DESCRIPTION DATE J N. QUINTERO J. MENDOLA B. KEATING JL OF 24
