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RESPONSIBILITIES

OWNER: City of Nashua

CONTRACTOR:

The following documents are attached to and made a part of this Certificate:

[For items to be attached see definition of Substantial Completion as supplemented and other specifically
noted conditions precedent to achieving Substantial Completion as required by Contract Documents.}

This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents
nor is it a release of CONTRACTOR’s obligation to complete the Work in accordance with the Contract

Documents.
Executed by ENGINEER on 20
(ENGINEER)
By:
(Authorized Signature)
CONTRACTOR accepts this Certificate of Substantial Completion on, 20
(CONTRACTOR)
By:
(Authorized Signature)
OWNER accepts this Certificate of Substantial Completion on 20
(For the City of Nashua)
By:
(Authorized Signature)
2 of 2

Certificate of Substantial Completion

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CITY OF NASHUA, NEW HAMPSHIRE

DRAWING INDEX

2017 SEWER PROJECT
PROPOSED WORK

RALLY

il

HORIZONTAL SCALE IN FEET
SCALE 1" = 1,000'-0"

MAYOR
HONORABLE JAMES DONCHESS

BOARD OF PUBLIC WORKS

JAMES DONCHESS - CHAIR
JOEL ACKERMAN - VICE CHAIR
PAUL G. BERGERON
KEVIN S. MORIARTY
TRACY PAPPAS

DIRECTOR OF PUBLIC WORKS
LISA FAUTEUX

CITY ENGINEER
STEPHEN DOOKRAN, P.E.

1. COVER SHEET
2. QUANTITY SUMMARY
3. BEARD ST

4. ELM ST- PART 1
5. ELM ST- PART 2
6. ELM ST- PART 3
7

8

FRANKLIN ST
. GREEN ST
9. JACKSON ST
10. LEMON ST

11. LOWELL ST

12. MAIN ST- MEDICAL CENTER
13. MAIN ST- SOUTH 1
14. MAIN ST- SOUTH 2
15. MAIN ST- SOUTH 3
16. MONROE ST

17. MULBERRY ST

18. TEMPLE ST

19. TERRACE ST

20. WARREN ST

21. WEST PEARL ST
22. DETAIL SHEET 1
23. DETAIL SHEET 2
24. DETAIL SHEET 3

NO. REVISION DESCRIPTION

DATE

1,000 0 1,000 2,000 4,000

a

HORIZONTAL SCALE IN FEET
SCALE 1" = 1,000'-0"

PROJECT DESCRIPTION:

PREPARED BY:

CITY OF NASHUA NEW HAMPSHIRE

(=, CITY ENGINEER'S OFFICE
N y 9 RIVERSIDE STREET
“Se NASHUA, NEW HAMPSHIRE 03062

~
Remove | Remove | Remov Gomeect| nm | Comms MJ Remov Remove | Remove | Install 8 —
Reisting oe oan Remove Replace _— New N een c i li Slip Lining Cutting Semen “ain, D a a ee 1 le" Fitting for Aband Remove R .
5 ney 5 nee neg 5 need Existing Sewer MH| . ° oe Sewer to ek woth er Stromebark 210 LF of CIPP 6" CIPP | 8" CIPP |12" CIPP |15" CIPP| — and 5 ewer als wer 4 ond "Pe SDR35 ee Service or 6x 10" Pine °” | Existing Pipe by| Remove Top 3 ab “adened
=. - an - - an = = aN") Sewer and _ with 4' 4 = °| Existing = ape 7 =e -_ 12" HDPE| | og CIPP cIPP | Lining- | CIPP Point Point Point Point |Removalof| \) |). | Manhole aa = Saran on - - ia a Drain |10"x15"| 6" X 15" aa an x12" | 6x12" | na Excavation | VF of Exist | 7 7 —_
DESCRIPTION oe =| E ae aarp Replace with ae Diam. aa SMH by |”"°™ a ? ca an) Including ee Lining- | Lining- | 18" Egg | Lining- | Repair/ | Repair/ | Repair/ | Repair/ | Protruding oa one | Invert ape gate eT ae Sa aa ie EP Chimney |Comection| PVC PVC ar PVC PVC ae "| Outside of and | Structure; Fill igs : =
ee | ae wi * | 24 Inch PVC Sewer Providing | _” eee | Taree . 12" Pipe | 15" Pipe | Shaped | 24" Pipe | Short Short Short | Short | Lateral oe Lining = = —— (where / Chimney | jocipp | wyES | WYES "~ | wyEs | wyes |_™ Adjacent to | with Gravel; | 7°”
10" Inch Inch PVC | Inch PVC with Existing for Sewer ; : . 7 : : SDR -35 SDR -35 "PVC there is no (4-10 : y WYES Flowable ; Restore
Sewer SDR- Doghouse — New Hole : . Inserta Pipe Liner Liner Liner Liner Pipe up to oo Lined Pipes . Proposed Pipe | Restore Road
PVC Sewer |Sewer SDR Sewer SDR- 35 Manhole Existing anti Connection| Mains All —— 12" diam Sewer Sewer SDR-35 existing VF) waite 19" Fill a Road
SDR-35 35 35 Hole ‘aan Hole Sizes . Connections | Connections | Drain Pipe | drain pipe) a
NUMBER la 1b 1c(1) le 1f 1f(1) 1h 1h(1) li 1j 1k(1) 1k(2) 1k(12) 1k(15) 1k(18) 1k(24) 1L(6) 1L(8) 1L(12) 1L(15) In lo 1p 2a 2a(1) 2b 2b(1) 2d 2f 29 2h 2i(1) 2k 2] 2m 20 2q 2r
UNIT LF LF LF LF VF VF EA EA EA EA LS LS LF LF LF LF LF LF LF LF EA VF EA LF LF LF LF VF EA EA EA EA EA EA CY LF EA LF
BEARD ST 210 18.0 1 100 110 1
ELM ST 536 9.0 1 2 445 426 1 52.4 6 450 36 11 1
FRANKLIN 8T 1 466 15 3 174 66 40 15 9 20
GREEN ST 180 8.1 1 26 24 5
JACKSON ST 175 11.5 2 40 7 3
LEMON ST 279 15.5 1 88 13 13 1 7 21
LOWELL ST 250 1.0 1 2 68 16 4 2
MAIN ST
MEDICAL CENTER DR 95 303 38 22 3 120 60 6
MAIN ST -SOUTH 50 6.5 1 2 5 8 8 8 70 4
MONROE ST 280 16.0 165 8
MULBERRY ST 190 24.5 2 70 {2 24 5
TEMPLE 8T 240 27.0 1 1 90 90 20 4 5 1
TERRACE ST 450 23.5 4 140 a5 4 8
WARREN ST 320 8.5 8.2 100 a5 3 8 3
WEST PEARL ST 308 54 7.0 2 1 1 180 96 4 6 1
ROUNDING 6 12 10 49 1.3 4 3 1 10 iy 4 4 2 6.5 1 Vs 4 6 2 3 1 1 1 4 2
TOTAL QUANTITY FOR
aa ipene 260 1,620 880 600 150 16 10 10 1 Vs 1 1 550 500 430 470 8 8 8 40 1 120 1,350 30 1,150 15 120 40 12 Vs 1 12 30 20 25 5 20
Root Root Adiuat Sew Gran Hinder Top Common Remove ae ad R oa it Raised 4" Single |4" Double|12" Ret “eneve Pre-Con Sewer | Pre-Con Sewer S en
Cutti 0° vl ¢ - . ae er Replace | Replace ee ah. Course 1 _| Excavation Sawed R&R Install R&R 4" R&R6" and Hot Detectable R ; d ” a °s sees - Temp R ne ° R ne ° Refl i Si 1 a : Dye Test Videos for Videos for a 'f meeos
= ang; . ian Catch CB Manhole . Calcium . Crushed venat eae eee Material - een for . mead Cold . Vertical PC Replace 6" | Bituminous ; Warning at eee in ‘Pe = Double : al e o . a ial ‘ane ial Nigth a8 = Replacement Replacement =
DESCRIPTION Pipe - 12" Pipe - ; Frame/Cover Test Pits = Silt Sacks Gravels Material - Bituminous Bituminous - Granite ; Concrete x = : Reset Brick | Removal Concrete : Reflective | Reflective White Detector | Stop Sign Service — ro Replacement
Medium Medium roe or CB heme iii a ee Prior to Hot ae Pavement aaa Pavement Pistxing Curbing ee | ens Driveway ee hme Rael Sidewalk (All Under = White Paint) Yellow Thermo Loops or Pe Connect. ae es sania a 24" Pipe -
: Grate Cover 5 : Bituminous Gravel and : Curbing | Sidewalk . Concrete Method Ramp = Pave ‘ ; : — : Includes all Pre | Includes all Pre
Roots Roots Frame/Grate Base Bituminous . Diameters)| Pavement Lines Lines Lines Similar . . Includes all
. Pavement Pavement Sidewalk Markers . Cleaning Cleaning .
Paving) Pavement Sign Pre Cleaning
NUMBER 2s(12m) 28s(18m) 3a 3b 3c 3d da 5a 5b 6b 6b(1) 6c 6d 6e 6f(1) 6g 6h 6i 6j 6k 6k(1) 61 6m 6n 60 6q 6s 8d 8e 8f 8g 8i 8j 9b 10 12(12) 12(15) 12(24)
UNIT LF LF EA EA EA EA CY LB EA Cy SY TON TON TON CY LF SY LF LF SY SY SY TON EA SY LF SY EA LF LF LF EA EA HR EA LF LF LF
BEARD ST 5 60 1,300 6 220 650 90 55 330 850 140 75 2 6
ELM ST 15 102 12,300 20 1,800 5,300 860 455 300 2600 3,050 610 10 300 20 14 20 60 650 590 1525 1 48 34 550
FRANKLIN 8ST 4 75 500 6 270 175 35 800 210 35 65 30 27 185
GREEN ST 1 1 24 650 6 216 650 85 75 320 135 50 LS 10 2
JACKSON ST 1 30 1 250 750 100 90 850 30 5 3
LEMON ST 3 1 65 2,700 i 285 850 115 90 440 800 54 7 10 7 3 6
LOWELL ST 1 3 2 AT 1,050 8 360 1,080 190 130 65 500 150 150 50 8 15 4 650 i 4 54
MAIN ST
5 81 600 3 210 132 AO 80 608 146 zl 39 36 24
MEDICAL CENTER DR
MAIN ST -SOUTH 1 1 2 90 650 8 165 78 32 29 685 38 20 24
MONROE ST 2 2 30 3,450 2 310 933 133 60 350 700 8
MULBERRY ST 1 30 1,200 2 80 80 10 100 400 200 72 4 4
TEMPLE 8T 4 50 1,750 4 240 135 AO 30 1,300 100 15 10 75 440 2
TERRACE ST 7 1 60 3,150 9 450 1,050 135 75 125 1300 250 210 40 50 8
WARREN ST 3 30 1,300 5 204 650 80 70 255 300 150 14 14 5 92
WEST PEARL ST 4 2 94 2,200 10 735 2,200 610 190 90 940 350 210 100 950 1,800 A0 8 3145
ROUNDING 4 2 12 1,200 9 5 387 2 8 6 15 342 20 8 2 1 9 3 3 4 5 50 70 5 4 8 6
TOTAL QUANTITY FOR
MpDING 1 1 60 6 3 5 880 34,000 100 5,800 14,500 3,000 970 1,210 8,000 10,500 250 2,300 10 710 30 180 70 30 150 30 AO 140 2,300 1,100 3,330 1 1 140 90 100 560 550
.. Sd
fo Nf > fr 7"
» NASHUA, NEW HAMPSHIRE TAXMAP PARCEL)
CITY OF NASHUA NEW HAMPSHIRE PLAN OF a
' 2017 SEWER PROJECT x
CITY ENGINEER'S OFFICE ——_—
NASHUA. NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: QUATITY SUMMARY 2
}
JUNO. REVISION DESCRIPTION DATE 4 N. QUINTERO J. MENDOLA B. KEATING Jk . OF 24 J

ROAD RESTORATION:
REPLACE CB-D11050 & CONNECTING TeMP
eRe TT 2" TEMP PAVE
\ FINAL
12" GRAVEL
2.25" BINDER
PROPOSED 4' sue $2945
ne748) REVAIN EXISTING
=a) [ SHM-S2573
2+48.1

2

& R SEWER mmmiemmmen SEWER mmm SEWER Sommer SEWER ) ©
EWER mamma SEWERS SEWE

0400 \, 5s —

REPLACE 10" TILE PIPE
WITH 12” PVC PIPE

\ ROW LINE
REPLACE CB-D11051 & CONNECTING

PPE. INSTALLL 24' + OF 10" DIA OVC REMOVE 3' TOP VF OF MAN HOLE. FILL WITH
DRAIN FIPE GRAVEL & RESTORE ROAD AS PER
SPECIFICATIONS

70 70

_——~
//
/]
/

FLETCHER ST ¢

oo

60 60
a7
CB- D11051
STA:0+59 (12' RT)
SMH $2945 RIM=71.75 =
STA:0+40 (0' RT) l(out)=67.90 10" PVG PIPE (E) SS
RIM=72.70 ~~.
l(out)=67.00 12" PVC PIPE (SE) ae
CB- D11050
50 |_STA:0+58 (11' LT) 50
RIM=71.72
l(out)=67.86 10" PVC|PIPE (S)
NAVD 88
BASE ELEV
45.00 49
Je le Nie NIN mle
Ne Ne aig aly Ao
0+00 1+00 2+00
L J
( VCE ) 00 ; 00 , a0 VF NASHUA, NEW HAMPSHIRE Fisxuse bance!)
=, CITY OF NASHUA NEW HAMPSHIRE ———— rua aati
| CITY ENGINEER'S OFFICE HORZONTAL SCALE 1 = 20:0 2017 SEWER PROJECT =—s |__=_}
os VERTICAL SCALE 1" = 4'-0"
? 9 RIVERSIDE STREET PROPOSED WORK —
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: BEARD ST 3
Juno. REVISION DESCRIPTION DATE N. QUINTERO J. MENDOLA B. KEATING DU OF 24 J

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

ROAD RESTORATION:

CIPP LINE 18" EGG SHAPE TEMPORARY
CEMENT PIPE REPLACE CB- D15092 & ou TEMP BASE
CONNECTING PIPE REPLACE CB- ELM 4 & CONNECTING FINAL
. PIPE. INSTALL 16 + OF 10" TIA PVC 12" GRAVEL
INSTALL 22 + OF 10" DIA DRAIN PIPE "
PVC DRAIN PIPE 3" BASE
1.5" TOP

ROW LINE

REPLACE CB- D15093 & CONNECTING
PIPE. INSTALL 21 + OF 10" DIA PVC

DRAIN PIPE
CIPP LINE 12" CEMENT PIPE

a OF WORK

5
een SEWER 8
—_— R 10
11

bh 4 | |
\ a
LINE EXISTING SMH- $1730
LINE EXISTING \
SMHi6 1729 LINE EXISTING $MH- $1793
LINE EXISTING
SMH-S1777
REPLACE SEWER LINES TO ROW LINE WITH RE ONNEG:NG
6" PVC MIN. LOCATION IS APPROXIMATE & PIPE. INSTALL 18 ¢
LENGHT IS UNKNOWN (TYP.) OF 10" DIA PVC
DRAIN PIPE
REPLACE CB- ELM[3 & CONNECTING PIPE.
INSTALL 22 + OF 10" DIA PVC DRAIN PIPE
|
| SMH- $1793 CB- ELM5
CB- ELM3 STA:6+15 (2' LT) _STA:7+53 (16 RT]
| STA:6+06 (16' RT) RIM=59.82 RIM=59.29
RIM=59.04 I(in)=48.52 12" CEMENT PIPE (N) I(out)=55.00 10" PVC PIPE (E)
\(out)=55.)0 10" PVC PIPE (E) I(in)=54.50 10" PVC PIPE (N)
I(in}=54.50 10" PVC PIPE (SE) w! DMH-D11953
inj=54.50 10" PVC PIPE (W) K| CSTA:8+95 (2' RT)
(out)=48.38 12" CEMENT PIPE (S) CB - ELM4 o. | RIM=59.93
. STA:7+55 (14' LT) S
Ke CB- D15093 | RIM=59.76 8
% STA:6+31 (14' LT) I(in)=54.50 10" PVC PIPE (W) .
S /RIM=59.37 %
o I(out)=55.00 10" PVC PIPE (NW) =
S
‘fl i fl
Hy] Hl
72 LF (+/4) -12"6 . I]
ement pipe ic LF (+/-) - 12" cement pipe 136 LE (+/-) - 12)
—— -)- 12" cement pi 70 TF |= 15 PVC
S=0.013 FT/FT 50.007 IS pipe 130 LF (+/-) - 12" cement pipe
| S=0.009 FT/FT — |
— S=0.004 FT/FT \
SMH- $1729 —| SMH- $1730 —\
STA:5+47 (2' LT) STA:7+55 (1' LT)
| RIM=59.82 RIM=60.07
l(in)=49.02 12" CEMENT PIPE _(N) -I(in)=47.08 12" CEMENT PIPE (N)
I(out)=49.01 12" CEMENT PIPE (S) I(out)=47.08 12" CEMENT PIPE (S)
l(out)=55.00 10" PVC PIPE (E)

6+00 7+00 8+00 9+00 10+00

‘ J
f )E Vi VE NASHUA, NEW HAMPSHIRE Fraxuse pascel)
CITY OF NASHUA NEW HAMPSHIRE ne eu =

CITY ENGINEER'S OFFICE HORIZONTAL SCALE 1°=30-0" 2017 SEWER PROJECT =
9 RIVERSIDE STREET eee PROPOSED WORK ra

NASHUA, NEW HAMPSHIRE 03062 I DRAWN BY: DESIGNED BY: REVIEWED BY: ELM ST PART 2 5
Juno REVISION DESCRIPTION DATE JL MAMENH-RLVT | QUINTERO J. MENDOLA B. KEATING J OF 24_J

fc ‘
fr ROAD RESTORATION:
TEMPORARY
2" TEMP BASE
FINAL:
12" GRAVEL
2.5" BASE
1.5" TOP
REMOVE AND REPLACE CONNECT TO EXISTING SMH-S1895
SMH-S 1896 aa REPLACE ON 2006
REPLACE 24" TILE wit 2h" PVC PIPE
REMOVE AND REPLACE 1} |
SMH -S1897 REPLACE CB# ELM 9 & perce bo ELM 11 & CONNEGTING
CONNECTING PIPE. INSTALL PIPE. [INSTALL 11LF + OF 10" PVC PIPE.
REPLACE CB# ELM 7 & Lae |
CONNECTING PIPE. INSTALL TAL t C10" PVG PIPE. I {| Li
15LF + OF 10" PVC PIPE. [| | <
|} |
1] | Z
l | |
r REPLACE 24" TILE WITH 24" PVC PIPE ROW LINE i > / LIMITS OF WORK
[ | i ,
| g |
2. PC +39.415 BR . 3 j —— a
0400 4 — © +89 | +4437 4 ser SEWER 4 SEWEh mmm SEWER i SEWER 6
SV — seve SEWER SEE SEWER SEWERS SEWER | | + _
f
XY REPLACE CB# ELM 10 & \
CONNECTING PIPE. INSTALL REPLACE CB# ELM 12 & CONNECTING
13LF + OF 10" PVC PIPE. PIPE. INSTALL 13LF + OF 10" PVC PIPE.
REPLACE CB# ELM 6 & CONNEC ING
PIPE. INSTALL 14LF + OF 10" PVC PAPE.
REPLACE CB# ELM 8 &
REPLACE SEWER CONNECTIONS W INEGTING PIPEINSTALL
6" PVC MI “LOCATION IS 23LF + OF 10" PVC PIPE.
APPROXIMATE & LENGHT_IS UNKNOWN
es (TYP.).
| _ | boo
CB- D15060
CB=ELM7 7 CB- ELM S CB-ELM-+4 STA:5+65-(13'LT)
STA:2+ ' . ; — _
STA:0+60 (12' LT) pTA2 ait Or SMH- $1896 _STA:4+12 (13'LT) RIM=60.23
. RIM=62.16 Voutl=57.74 101 PVC PIPE (SW STA:2+50 (6' RT) RIM=60.64 l(out)=56.37 10" PVC PIPE (W)
(out)=58.31 10" PVC PIPE (S) (out)=57. (SW) RIM 61.70 I(out)=56.78 10" PVC PIPE (SW)
. GB-EEM 8 I(in)=54.10 24" PVG PIPE (N) CB- D1506
5 CB- ELM 6 STA2+26 {a 8 pn. (in)=52.92 24" CONCRETE PIPE (SW) CB-ELM 12 — STA‘5+66 (12' RT)
S STA:0+63 (15' RT) \ i | || Wout)=52.90 24" PVC PIPE (S) STA:4+18 (12' RT) | RIM=60.52
oy [RIM=62.29 I(qut)=57.90 10" PVC PIPE (SE) L RIM=60.69 l(out)=56.67 10" PVC PIPE (NE)
2 % €B-ELM 40 I(out)=56.88 10" PVC PIPE (E) 7
Ss l(out)=57.41 10" PVC PIPE (E) x STA:2+64 (1' RT) :
S RIM=60.95
l(out)=57.09 10" PVC PIPE (N)
| |
| fh A
225 LF (+/-) - 24" PVC Pipe
= +} J 344 LF (+/1)-244 PVE Pipe
S=0.006 FT/FT
SMH. 91897 fl S=0.004 FT/FT |
STA:0#20 (0" RT)
RIM=62.61
I(in}=55.52 8" PVC PIPE (W)
I(in)=55.92 12" CONCRETE PIPE (NE) 11LF OF 24" PVC ALREADY INSTALLED
[(out)}=55.56 24" PVC PIPE (S) iN-2006- BY WALGREENS PLANS
N N N N N _ _ _ _ oO oO oO oO _-
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0+00 1+00 2+00 3+00 4+00 5+00 6+00
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( VO VF VF NASHUA, NEW HAMPSHIRE Fissuse pauce)
CITY OF NASHUA NEW HAMPSHIRE (ee 01 SE IER P ROJ ECT a
CITY ENGINEER'S OFFICE FORIZONTAL SCALE 130-0 2017 SEW = J
VERTICAL SCALE 1" = 6'-0" Pp RO Pp OSs E D WO RK SHEET
9 RIVERSIDE STREET 6
NASHUA, NEW HAMPSHIRE 03062 AI | DRAWN BY: DESIGNED BY: REVIEWED BY: ELM ST PART 3
JUNO. REVISION DESCRIPTION DATE JL N. QUINTERO J. MENDOLA B. KEATING JL OF 24

505.45

LINE 24" CONCRETE PIPE

REPLACE CB - D14390 &
CONNECTING PIPE. INSTALL 24' +/-
OF 10" DIA PVC DRAIN PIPE

REPLACE 15" CONCRETE PIPE
WITH 12' +/- OF 15" DIA PVC

LINE EXISTING SMH - $2568

REPLACE SEWER LINE WITH
6" PVC. LOCATION IS APPROXIMATE
& LENGTH IS UNKNOWN.

LINE 24" CONCRETE PIPE

FILL. (ITEM 2m)

- ABANDON 15” CONCRETE
PIPE. FILL WTIH FLOWABLE

VIDEO EXISTING 15" SEWER
LINE TO LOCATE LATERAL
PIPE CONNECTIONS.
APPROXIMATELY 185 LF
(ITEM 12(15))

REPLACE CB - D14392 &
CONNECTING PIPE. INSTALL 8'
+/- OF 10" DIA

PVC DRAIN PIPE

So LINE EXISTING SMH -S2572

CONNECTING

PVC DRAIN PIPE

REPLACE CB - D14391& AC

PIPE. INSTALL 24' +/- OF 10" DIA

LINE 24" CONCRETE PIPE

TEMPORARY

FINAL
3' OVERCUT
-18" GRAVEL

1+00

on SEWER

a

REPLACE 8" AC PIPE
WITH 27' +/- OF 8" DIA PVC

—©

H——_ ———_

—OC—

_—

SEE a SEWER BEE SEWER

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| \
>We SEWER E'S
Pl +60.80 4
— i ++

{+—

EW!
ERE SEWER ~_— is SE

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TA TR —— )_

Pana

o T

77

6+49.11
+P

/

a

REPLACE SEWER SERVICE LINE WITH
6" PVC. LOCATION IS APPROXIMATE
& LENGTH IS UNKNOWN.

APPROXIMATE

PROPOSED 4' DIA. SMH #1

& LENGTH IS UNKNOWN.

REPLACE SEWER SERVICE LINES
WITH 6" PVC. LOCATION IS

REPLACE CB - FRANKLIN 1 &

CONNECTING PIPE. INSTALL 24'

+/- OF 10° DIA
PVC DRAIN PIPE

REPLACE 12" PIPE

WITH 27' +/- OF 12" DIA PVC J

6" PV’

REPLACE SEWER LINES TO CURB WITH
. . LOCATION IS APPROXIMATE
& LENGTH IS UNKNOWN.

V

REPLACE SEWER LINES TO CUR

WITH 6" PVC. LOCATION IS

APPROXIMATE & LENGTH IS UNKNOWN.

REMOVE ABANDONED LATERAL.
RESTORE ROAD TO SPECIFICATIONS.
(ITEM 2r)

ROAD RESTORATION:

2.5" TEMP BASE

-6" BASE PLACE IN 2 LIFTS

SMH- $2596 SMH- $2572 SMH- $2571
STA:1+53 (4' LT) STA:44+65 (6' LT) STA:6+19 (6' LT)__
I(in)=492.96 24" LINER (W) STA:2+82 (7’ LT) \(in)=490.87 24" LINER (W) (in)=490.41 24"|LINER (W)
I(in)=498.16 12° CONCRETE |(SW) . r I(in)=491.97 15" CONCRETE (NW EX CB #3
510 owns i CO NC ET Kin)=492.24 24" LINER (W)" {in)=494.00 8" PVC_{N) ™ STA‘5+87 (12 LT) _ 510
I(out)=497.50 12" CONCRETE (N mes ‘ _ " RIM=499.32
outs 49738 8 PVC (8) (N) \(in)=495.05 15" PVC (N) \(out)=490.86 24" LINER (E) (ou)=496.15 1 DUCTILE RON oie
CB - D14390 (out)=491.21 24" LINER (E) CB - 14392. | [(out)=493.57 12" PVC (S)
STA:2+22 (13' LT) STA:4+63 (12' LT) _ EX CB #2
RIM=504.21 RIM=499.42 STA:5+68 (12' RT)
(in)=498.30| 12" PVC (S) I(out)}=496.52 8" PVC (S) CB- FRANKLIN 2 RIM=499.10 |
CB - FRANKLIN 1 STA:4+72 (11' RT) I(out)=494.91 12" PVC (NE)
STA:3#56 (1 RT) RIM=499.47
=500. ; I(in)=496.56 12" PVC (N) CB - 014391
I(out)=495.00 12" PVC (N) STA:#51 (12'LT)
RIM=498.90)]
125 LF (+/-) - 24" LINER | \ /
179 LF (+/-) - 24" LINER 150 LF (+/-) - 24" LINER
S=0.006 FT/FT
sec S=0.002 FT/FT S=0.003 FT/FT 490
485 485
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+ a
sie 8 so is 38 a8 3s 1 IB 18
2+00 3+00 4+00 5+00 6+00
Si J
( ( ) VF NASHUA, NEW HAMPSHIRE Fissuse pauce)
Cl TY OF NASH UA N E W HAM P SH I RE Po PLAN OF a
CITY ENGINEER'S OFFICE JORZONTALSOALE = 200 2017 SEWER PROJECT =—s |__=_}
VERTICAL SCALE 1" = 4'-0" Pp RO POS E D WO RK SHEET
9 RIVERSIDE STREET 7
NASHUA. NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: FRANKLIN ST
JUno. REVISION DESCRIPTION DATE J N. QUINTERO J. MENDOLA B. KEATING JU OF 24 J

f ‘
ROAD RESTORATION:
TEMP
2" TEMP PAVE
FINAL
12" GRAVEL
2.25" BINDER
REPLACE EXISTING SMH-S2554 REPLACE SEWER CONNECTION, MATCH
EXISTING PIPE SIZE, 6" MIN. LOCATION IS
APPROXIMATE & LENGTHG IS UNKNOWN
PLACE CB-14382 & CONHECTING PIPE.
INSTALL 18 + OF 10" PVC DRAIN PIPE
I
~
lu
FE
li
n
1 2 3 34+07.71
_ | © O— SEWER =e =a SEWER SEWER sees SEWER ee SEWER re - ©G—bD
INSTALL 12" PVC PIPE
ROW LINE /
REPLACE CB-14381 & CONNECTING PIPE.
INSTALL 12 + OF 10" PVC DRAIN PIPE
CONNECT TO EXISTING SMH] $2580
CB- D14381
w STA:2+55 (12' RT) ~
60 _ RIM=50.21 \ Y 60
G l(out)=46|00 10" PVC PIPE (E) =
cS Y
: :
S re
CB- D14382
STA:2+53 (13' LT)
RIM=50.61
l(out)=46.00 10" PVC PIPE (S)
50 \ Mi 50
TTA LF (47 "
S=0.019 FTE, |
SMH- $2554 rT TT
STA:1+09 (2' RT
40 RIM=52.86_| 40
I(in)=45.06 15" CONCRETE PIPE (W)
I(in)=44.82 12" PVC PIPE (N
l(out)=44.76 12" PVC PIPE (S
NAVD 88
BASE ELEV
35.00 35
Ol ~|09 oS alg NS colé9
ols ols tales alg ‘oli alg
0+00 1+00 2+00 3+00
: J
a Nf Nf Nf : PERXMAP PARCEIN
30 0 20 40 30 NASHUA, NEW HAMPSHIRE MAP PARCEL
CITY OF NASHUA NEW HAMPSHIRE oe Nr ou
u
CITY ENGINEER'S OFFICE HORIZONTAL SCALE 1" = 20:0" 2017 SEWER PROJECT =
VERTICAL SCALE 1" = 4'-0" SHEET
9 RIVERSIDE STREET PROPOSED WORK ra
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: GREEN ST 8
JUno. REVISION DESCRIPTION DATE JL MA-ME-NH-REVT | i QUINTERO J. MENDOLA B. KEATING J OF 24 J

c ‘
ROAD RESTORATION:
TEMPORARY
2" TEMP PAVEMENT
FINAL
12" GRAVEL
2.25" BASE
ROW LINE REPLACE SERVICE CONNECTION TO ROW LINE,
MATCH EXISTING PIPE CONNECTION SIZE, 6" MIN. REPLACE CBIACKSONI &
LOCATION IS APPRO —
LIMIT OF WORK UNKNOWN. CYP) XIMATE AND LENGTH IS CONNECTING PIPE. INSTALL 8 LF + OF
10" PVC DRAIN PIPE.
LIMIT OF WORK
} |’ \ /
L
0+00 | 1 2 |
| WER sees} SEWER SE EReeene SEWER rN
| 2+90.40
|
XC INSTALL 12" PVC PIPE
PROPOSED 4' SMH- $2377 PROPOSED 4' DIA SMH-S2378
REPLACE 15 LF OF CONNECTING PIPE WITH 12"
PVC PIPE
|
SMH $2378
CB-JACK1 ; '
40 STA:2+76.44 OFF:0.46L STA2+82 (0 RT) 40
R=27.67 Sen ao
i I(in)=23.12 12" PVC PIPE (S
KKin)=24.02 (SMH 2378) I(in)=24.02 12" CONCRETE PIPE (E)
l(out)=23.02 12" PVC PIPE (W)
l(out)=24.30 15" CONCRETE|PIPE (S)
30 / 7 30
1 LF (+/) 7
SMH $2377 12" Pvc p,
STA:1+07 (0' RT) Pipe
RIM=37.97 SS0.045 57
l(out)=31 45 12" PVC PIPE (N) FT
Tt (
1]
20 20
NAVD 88
BASE ELEV 45
15.00
“8 “fe se eg cfg
rl r5|98 m8 IS AS
1+00 2+00 3+00
L 4
( VO ) VO NASHUA, NEW HAMPSHIRE Fisxuse bance!)
CITY OF NASHUA NEW HAMPSHIRE Po 2017 SEWER P ROJECT ne
CITY ENGINEER'S OFFICE HORIZONTAL SOALE 1 = 20-6 =
VERTICAL SCALE 1" = 4'-0" Pp RO Pp OSs E D WO RK SHEET
9 RIVERSIDE STREET
: : : JACKSON ST 9
NASHUA. NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY:
JUNO. REVISION DESCRIPTION DATE J N. QUINTERO J. MENDOLA B. KEATING JL OF 24