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28 us ROAD RESTORATION:
2 7 5 N2& TEMPORARY
Oo m INSTALL NEW CB- LEMO 2" TEMP PAVE
“j = “INSTALL 8 LF + OF 10" REPLACE CB- D10952
- ove SEO EIRE CONNECTING PIPE. INSTALL 16 LF FINAL
* + OF 10" DIA PVC DRAIN PIPE 12" GRAVEL
RETAIN EXISTING SMH- $2968 INSTALL NEW #' DIA 2.25" BASE
SMH- LEMON 1
LIMIT OF WO
REMOVE EXITING 10"
CONCRETE PIPE
/ fF INSTALL 12" PVC PIPE
[ S 7 d | =
pees} 2] /\/\ 1S ees SAS —*
f MAMSS oe UMS NMS MIS uaMas USMS MSS oe YIMAS OH ~D
1 2 |
3 ‘
;
YL A
LIMITS OF WORK |
ROW LINE
CONNECT TO EXISTING S
= y u
INV(IN) 49.19 127 PVC ee a 8 REPLACE SERVICE CONNECTION TG ROW LINE (TYP.)
= 2 < < MATCH EXISTING PIPE SIZE, 6" PVC/MIN. LOCATION IS
= Q) g 9 APPROXIMATE & LENGTH IS UNKNOWN
PROPOSEDA’ DIA SMH- LENBDp§ 1 REPLACE CB- LEMON 1 &
s = < CONNECTING PIPE. INSTALL 12 LF
mre + OF 10" PVC DRAIN PIPE
20a
nh <
80 ol 80
CB- LEMON 2 LE
STA:1+97 (8' RT) ”
T RIM=65.99 5
l(out)=62.13 10" PVC PIPE (S) Z
CB- LEMON‘ =
STA:1+53 (8'LT) =
RIM=68.38
l(out)=64.52 10" PVC PIPE! (W) /\ "
70 70
o | 4
L | CB- D10952
0 STA:0+25 (10' RT)
4 | RIM=73.28
s | ih l(out)=68.70 10" PVC PIPE (S)
g SMH- LEMON 1
$TA:3+13 (3' RT)
RIM=54.93
I(in)=51.00 12" PVC PIPE (N)
l(out)=49.30 12" PVC PIPE (W)
60 60
SMH- LEMON2
STA:0+39 (4' RT)
RIM=73.25
A I(in}=68.50 10" PVC PIPE (N)
l(out)=68.00 12" PVC PIPE (S)
|
L
50 50
NAVD 88
BASE ELEV
45.00
45
8 vq IN as ol 8 oles
As Se ols She as — ‘in
3+00 2+00 1+00 0+00
q J
( VO VF 00 ; 00 10 a0 VF NASHUA, NEW HAMPSHIRE Fissuse pauce)
Cl TY OF NASHUA NEW HAMPSHIRE ee PLAN OF ——rrre
CITY ENGINEER'S OFFICE HORZONTAL SOALE = 20% 2017 SEWER PROJECT =—s |__=_}
VERTICAL SCALE 1" = 4" Pp RO Pp OSs E D WO RK SHEET
9 RIVERSIDE STREET 40
NASHUA, NEW HAMPSHIRE 03062 AI | DRAWN BY: DESIGNED BY: REVIEWED BY: LEMON ST
JUNO. REVISION DESCRIPTION DATE JL ee TN. QUINTERO J. MENDOLA B. KEATING JU OF 24

‘
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

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

PERFORM ROOT CUTTING IN 18" TILE PIPE, 4'
FROM SMH- $1318 OR 93' FROM SMH- $1313;
ITEM 28(18M). SEE FIGURE 2.

eee PERFORM ROOT CUTTING IN 12" TILE PIPE;

ITEM 2S8(12m).

PERFORM POINT REPAIR LINING
2.5 FT FROM SMH-S1312 ;

USMH: SMH-S1312,
DSMH: SMH-S1313 \

a a
Va
M

“+ -* - a ne :
° 4 . — _
a = on ee |

io Lo :
a Te
Broken Pipe Soil Visible

7a Be

FIGURE 1: ROOT CUTTING AT FOSSA AVE

Oe ee BO
DSMH: SMH-$1318

Lye Bie
FIGURE 2: ROOT CUTTING AT ALLDS ST

ITEM 1L(12).
SEE FIGURE 1.
FOSSA AVE & ALLDS ST ROOT CUTTING
SCALE: 1" =20'
J
VE | 0 5 0 0 ao Ve NASHUA, NEW HAMPSHIRE (issu. Ease
6%, CITY OF NASHUA NEW HAMPSHIRE ee rao Sai
Wk = os : CITY ENGINEER'S OFFICE HORIZONTAL SCALE IN FEET 2017 SEWER PROJECT . = 4
# 9 RIVERSIDE STREET ee PROPOSED WORK “2
° NASHUA. NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: MAIN ST - SOUTH 1 13
Jno. REVISION DESCRIPTION DATE N. QUINTERO J. MENDOLA B. KEATING J OF 24

ROAD RESTORATION
MAIN ST
TEMPORARY
3" TEMP PAVE
FINAL
18" GRAVEL
5.5" BASE, TWO LIFTS

REMOVE 13 FT OF 8" CLAY PIPE AND 1.5" TOP ($" STONE)
REPLACE WITH 8" PVC PIPE (ITEM 2b)

MONTGOMERY AVE
TEMPORARY

2" TEMP PAVE
PROPOSED STRONG BACK FINAL

COUPLING 5' FROM SMH 18" GRAVEL

2..25" BASE

1.5" INTERMEDIATE (3" STONE)
e r PROPOSED DROP OVER MH 1.5" TOP 3" STONE)

POINT REPAIR LINING 6" PIPE 15 FT
FROM CB. ITEM 1L(6).

PROPOSED DROP OVER MH
55' FROM SMH AT MAIN ST

REPLACE 75 LF OF EXISTING 10"
TILE PIPE WITH 10" PVC PIPE

MAIN ST- POINT REPAIR @ LINCOLN AVE MAIN ST- REMOVE AND REPLACE PIPE @ MONTGOMERY AVE
SCALE: 1" =20' SCALE: 1" =20'
\ J
f VE a 20 0 50 40 30 VE NASHUA, NEW HAMPSHIRE nm ance)
CITY OF NASHUA NEW HAMPSHIRE a PLAN OF pear
CITY ENGINEER'S OFFICE HORIZONTAL SCALE IN FEET 2017 SEWER PROJECT =
9 RIVERSIDE STREET Sole 20e" PROPOSED WORK / SHEET
NASHUA. NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: MAIN ST - SOUTH 2 14
JUNO. REVISION DESCRIPTION DATE J N. QUINTERO J. MENDOLA J. MENDOLA JU \ oF 24 J

ROAD RESTORATION
TEMPORARY
3" TEMP PAVE
FINAL
18" GRAVEL
5.5" BASE, TWO LIFTS
1.5" TOP

ae REMOVE 20 FT OF 8" CLAY PIPE

AND REPLACE WITH 8" PVC
PIPE ( ITEM 2b)

MAIN ST- REMOVE AND REPLACE PIPE @ TAYLOR ST

ROAD RESTORATION
TEMPORARY
3" TEMP PAVE
FINAL
18" GRAVEL
5.5" BASE, TWO LIFTS
1.5" TOP

REPLACE 12 LF OF DRAIN
PIPE; ITEM 2b.

PERFORM POINT REPAIR LINING IN 8"
CLAY PIPE 15 FT FROM CB-DMAIN2;
ITEM 1L(8).

MAIN ST- CIPP LINE CB LATERAL

~ SCALE: 1" =20'

~ SCALE: 1" =20!
J
‘NC ‘) 0 , »0 , a0 Ve NASHUA, NEW HAMPSHIRE (issane cet)
CITY OF NASHUA NEW HAMPSHIRE pp inoe cu
CITY ENGINEER'S OFFICE HORIZONTAL SCALE IN FEET 2017 SEWER PROJECT =
9 RIVERSIDE STREET Sole 20e" PROPOSED WORK / SHEET
NASHUA. NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: MAIN ST - SOUTH 3 15
JUno. REVISION DESCRIPTION DATE J N. QUINTERO J .MENDOLA B. KEATING JU L OF 24

~
L l Ls
ROAD RESTORATION:
TEMPORARY
2" TEMP PAVE
FINAL
12" GRAVEL
2.25" BASE
RETAIN EXISTING SMH- $1505
EPLACE 12" TILE PIPE FOR 12"IPVC PIPE
LIMIT OF WORK Ne
/ | | /
; ; ; f
j 1 ;
Oo 4 —wamas UEMES—— =F ao s3959-——uawas—_L>-_~a aol S ae 0
\ \ ———_——— LIMIT OF WORK
\ ROW LINE
RETAIN EXISTING SMH-S1019
REPLACE SEWER SERVICE CONNECTION TO ROW.
MATGH EXISTING PIPE SIZE, 6" (TYP.) MIN. LOGATION
IS APPROXIMATE AND LENGTH IS UNKNOWN
we
90 90
Go
G5
y
x
80 86
70 274 LF (+/-) - 12" PVC -
S=0.003 FT/FT
60 60
NAVD 88
BASE ELEV
55.00 55
“2 ~ 03 mS os Sr aB as
RIN NR reo Reo RIS Ie Io
0+00 1+00 2+00 3+00
\. J
r VE | 10 5 10 +0 oo VE NASHUA, NEW HAMPSHIRE Fissuse pauce)
S, CITY OF NASHUA NEW HAMPSHIRE ee PLAN OF |
: ¥ HORIZONTAL SCALE 1" = 30'-0" _
> CITY ENGINEER'S OFFICE 2017 SEWER PROJECT =>]
p 9 RIVERSIDE STREET VERTICAL SCALE 1" = 4'-0" PROPOSED WO RK SHEET
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: MONROE ST 16
JUNO. REVISION DESCRIPTION DATE J N. QUINTERO J. MENDOLA B. KEATING JL OF 24

LINE EXISTING SMH-S1935 \

CHESTNUT STREET

T Bee Ne: CB- D14903/& CONNECTING
| pipe. INSTALL 26LF + OF 10" DIA Pvc
PIPE

fr" LINE

WALNUT ST

a r
0+00
o- S SEWER SEWER

A

7

™

REPLACE SERVICE CONNECT

| CIPP LINE +190LF OF
15" TILE PIPE

ION TO ROW (TYP.)

MATCH EXISTING PIPE SIZE 6" MIN. LOCATION IS
APPROXIMATE AND LENGHT I{S UNKNOWN

INSTALL FITTING FOR SEWER
CONNECTIONS TO CIPP LINED
PIPE (TYP.) ITEM 2f

ae

e—

va LIMITS OF WORK

2+49.95
®

\ LINE EXISTING SMH-S1934

ROAD RESTORATION:

TEMPORARY
2" TEMP PAVE.

FINAL
2" GRAVEL
2.25" BASE PAVE

J

VO NASHUA, NEW HAMPSHIRE (issue pence)

a 4 20 0 20 40 80 PLAN OF PROPERTY LOCATION

CITY OF NASHUA NEW HAMPSHIRE ——=———————— 2017 SEWER PROJECT =

CITY ENGINEER'S OFFICE ONTAL SCALE PROPOSED N =

9 RIVERSIDE STREET DRAWN BY: DESIGNED BY: REVIEWED BY: Lor 24
NASHUA, NEW HAMPSHIRE 03062 JUNO. REVISION DESCRIPTION DATE ] N. QUINTERO J. MENDOLA B. KEATING JL

c ‘~
CONSTRUCTION NOTES:
e PENNICHUCK WILL RUN NEW PIPE BY EXCAVATION SOUTH OF PROPOSED
SEWER LINE FROM COMMERCAIL STREET TO JUST WEST OF RAILROAD TRACK
APPROXIMATELY 3' TO 5' OFF OF THE SOUTH CURB LINE, IN THE LOCATION OF
THE SOUTHMOST EXISTING GAS LINE. WATER LINE HAS ALREADY BEEN SLIP SLIPLINING APPROX 210 LF |
LINED UNDER RAILROAD TRACK. PROPOSED CB #11 of HDPE; ITEM 1K(1)
¢ GAS WILL RUN NEW PIPE LINE BY EXCAVATION SOUTH OF PROPOSED SEWER STA:1+43 (20' RT) rR voposED une
LINE FROM COMMERCIAL STREET TO JUST WEST OF RAILROAD TRACKS (in) = 117.54 8" PVC PIPE (S)
APPROXIMATELY 7' TO 8' OFF OF THE SOUTH CURB LINE IN THE LOCATION OF (out) = 117.44 8" PVC PIPE (W)
THE MIDDLE OF THREE EXISTING PARALLEL GAS LINES. GAS WILL BE SLIP
LINED UNDER THE RAILROAD TRACK.
e FOLLOWING EXCAVATION AND CONSTRUCTION OF PROPOSED SEWER/DRAIN
LINES AND A SETTLEMENT PERIOD, CONTRACTOR WILL PERFORM A 3 FOOT
OVERCUT OF 18" ROAD GRAVEL, 5" ASPHALT BASE AND 1.5" TOP COURSE.
e GAS AND WATER COMPANIES WILL PERFORM A 3' OVERCUT SEPARATELY ON
THEIR TRENCHES, USING THE SAME THICKNESS AS THE 3' SEWER OVERCUT. PROPOSED SMH 2
STA: 1+97 (10' RT)
RIM = 128.73
(in) = 116.96 8" PVC (E)
PROPOSED SMH 3 (in) = 115.70 15" PVC (W)
STA: 4+40 (2' LT) (out) = 115.60 15" PVC (E)
RIM = 131.58
pace SEWER mn SEWER INSERTION PIT (ITEM 1K(2))
WER SEWER SEW 4' WIDE, 6' LONG, AT BOTTOM 8.5' DEEP
fe
4 o-—* + —O— meade Wi 3 | PROPOSED CB#10
Q— 6 5
6+83.56 6 | STA: 1+10 (20' LT)
=, 4 RIM = 122.53
A (out) = 118.50 8" PVC PIPE (W)
1 2 REMOVE EXISTING SEWER | S,
AND REPLACE WITH 15" PVC PROPOSED CB #13
ic SDR 35 SEWER STA: 2+94 (19 LT)
ITEM 1C(i); APPROX. 240 LF RIM = 128.47 PROPOSED CB #12A
I out) = 123.47 STA: 1+50 (20' (LT)
I RIM = TBD
ABANDON PIPE (in) = 118.04 8" PVC PIPE (E) ITEM 2q
WITH FLOW FILL out) = 117.94 8"PVC PIPE (N) REMOVE TOP 3 VF OF EXISTING STRUCTURE
ITEM 2m FILL WITH GRAVEL AND RESTORE ROAD
140 140
PROPOSED SMH#3
RIM = 131.58 PROPOSED CB #11 PROPOSED CB #12A
(out) = 116.24 15" PVC (E) RIM = 122.77 ‘| J RIM = 123.32
PROPOSED CB #13 I(in) = 117.54 8" PVC (S) (in) = 118.04 8" PVC (E)
RIM 128.47 (out) = 1117.44 8" PVC (E) (put) = 117.94 8" PVC (N)
Kout) = 123.47 PROPOSED EXISTING SMH #2 PROPOSED CB #10
RIM = 125.54 R = 122.53
(in) = 115.70 15" PVC (W) l(out) = 118.50 8" PVC (W)
130 l(out) = 115.60 15" PVC (E) 130
(in) = 116.96 8" PVC (E)
EXISTING SMH #1
RIM = 121.18
{ —Hin) = 113-4615" PVC PIPE (W)
t
[\ A h | | |
INSERTION PIT (ITEM 1K(2))
120 4° WIDE, 6° LONG ATBOTTOM. 120
8.5' DEEP
t
L_| 7 a —
= LJ
Lu
110 110
105 105
Ole O16; Nk he Ne olf ole ool 006 “I= Ne ols
"ie "Im "lk aS alg Als AIS alg als als AN aN
= = = = = = = = = = = =
5+00 4+00 3+00 2+00 1+00 0+00
q J
; \E Yi — 30 0 30 60 120 VE NASHUA, NEW HAMPSHIRE nm me panel)
CITY OF NASHUA NEW HAMPSHIRE RN ——————— PLAN OF oi
CITY ENGINEER'S OFFICE Ce) ORWZONTAL SCALE IN FEET 2017 SEWER PROJECT =
~ 8 Wy SCALE 1"= 300" PROPOSED WORK SHEET
9 RIVERSIDE STREET | igSatfe 48
NASHUA, NEW HAMPSHIRE 03062 Ae OAS DRAWN BY: DESIGNED BY: REVIEWED BY: TEMPLE ST
JUno. REVISION DESCRIPTION DATE JL N. QUINTERO J. MENDOLA B. KEATING JU OF 24_ J

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