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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
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» 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
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JUNO. REVISION DESCRIPTION DATE 4 N. QUINTERO J. MENDOLA B. KEATING Jk . OF 24 J
