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DPW FLEET MAINTENANCE CITY OF NASHUA, NH e2RRV_-PAGE:2

DATE: 08/21/2020 09:11 a.m.
VEHICLE REPAIR HISTORY REPORT

FACILITY: 00002

STARTING VMRS CODE. 000-000-000 DATE: FIRST VEHICLE: 13-085

ENDING VMRS CODE: 999-999-999 DATE: LAST VEHICLE: 13-085
UNIT: 13-085 LF MTR: 54050.0 CUR MTR: 54050.0 YR: 13 MAKE: FREIGHRTLINER DEPT: SOLIDWASTE SIZE: H CLASS: PACKER 41 FUEL: c

ae Bee ee WORK DESCRIPTION © OUT. PARTS 2" LABOR 200 TOTAL. - HOURS MECHANIC «C

017-001-000 05272020 0017119 51920 51924 LEFT FRONT TIRE 436,79 48,98 485.77 2.00 DAN 1 4 3
Of7-001-000 09172015 0006156 20820 20815 LEFT FRONT TIRE 0.00 23.36 23,36 1.00 TOML 1 4 3
017-002-000 05072020 0011053 51210 51207 RIGHT FRONT TIRE 433.57 24.49 458.06 1.00 TOML 14 3
017-002-000 08222019 0010410 49930 49926 RIGHT FRONT TIRE 448,36 48.98 497.34 2,00 DAN 14 °3
017-002-000 07122018 0009318 40300 40298 RIGHT FRONT TIRE 391.41 48.98 440.39 2.00 DAN 164 °3
017-002-000 03372014 0004264 9570 9873 RIGHT FRONT TIRE 495.33 22.58 517.91 1.00 RALPH 14 3
017-003-000 04252016 d006864 24570 24566 REAR TIRE OUTER 9.10 23.74 23,81 1.00 DAN 14°93
017-003-000 07172015 9005994 19130 19134 REAR TIRE OUTER 208.29 23.63 231.92 1.00 DARYL 143
017-005-600 05092017 9008104 31370 31305 BOTH FRONT TIRES 800.92 71.13 872.05 3.00 DAN 14 3
017-005-000 05052016 0006893 24780 24779 BOTH FRONT TIRES 808.23 47.42 855.65 2.00 DAN 1493
017-005-000 72132014 0005197 15430 15432 BOTH FRONT TIRES 920.65 34.10 954.74 1.50 JOE S 14 3
017-006-000 06172015 0005892 18570 18566 2 TIRES 428.92 35.48 464.36 1.50 DARYL 14 °3
017-006-000 04242016 0005706 16750 16748 2 TIRES 359,93 34.55 394,48 1.50 Daryl 1 4 3
017-006-000 04162015 0005683 16750 16748 2 TIRES 361.84 34.55 396.39 1.50 Daryl 14 3
017-007-000 08082019 0010371 49580 49577 4TIRES 770.94 146.94 917.88 6.00 DAN 14 3
017-007-000 06222018 0009276 39680 39675 4TIRES 801.36 146.94 948.30 6.00 TOML 14 4
017-007-G00 10262016 o007410 28310 28306 4TIRES 828.81 96.04 924.85 4.00 DARYL 1 8 3
017-007-000 08122015 0006081 19940 19944 4 TIRES 2329,74 94.52 2424,26 4.00 DARYL 1 4 3
017-007-000 09152014 0004891 13260 13264 4TIRES 1620.26 90.32 1719.58 4.00 TOML 14 3
017-008-000 06012017 O008167 32190 32191 6 TIRES 1337.00 142.26 1478.26 6.00 TOML 1 4 3
017-009-000 03242014 0004264 9570 9573 8 TIRES 1895.33 90,32 1985.65 4,00 RALPH 1 4 3
017-074-000 05272020 =69011110 51920 51924 RIGHT R/R TWO TIRE 402.99 97.96 500.95 4.00 DAN 1 4 3
017-014-000 06742016 O007027 25560 25555 RIGHT R/R TWO TIRE 583.49 48.02 631.51 2.00 DARYL 1 $4 3
017-014-000 09172015 006166 20820 20815 RIGHT RAR TWO TIRE 432.78 46.72 479.50 2.00 TOML 1 4 3
017-015-000 01152019 o00g777 44560 44563 RIGHT R/F TWO TIRE 386.88 73.47 460.35 3.00 DAN 1 4 3
617-015-000 06142016 da007027 25560 25555 RIGHT R/F TWO TIRE 583.49 48.02 631.51 2.00 DARYL 1 4 3
017-016-000 09222016 0007318 27290 27290 LEFT R/R TWO TIRES 501.00 48.02 549.02 2.00 DARYL 1 4 °3
017-016-000 04252076 0006864 24570 24566 LEFT R/R TWO TIRES 529.54 47.42 576.96 2.00 DAN 14 3
017-017-000 04752019 O009777 44560 44563 LEFT R/F TWO TIRES 386.88 0.00 386.88 3.00 BAN 164 °=3
a17 TOTAL > TIRES 20801.57 1881.14 22682.7 1
022 TITLE > AXLE DRVN REAR
022-000-000 470102018 0009467 42690 42691 AXLE DRYN REAR 1775.42 163.26 4938.68 6.00 MIKE 164 3
022-001-000 11162015 0006336 21980 21976 REAR AXLE HOUSING 72.08 36.02 108.10 1.50 DARYL 14 3
022 TOTAL > AXLE DRVN REAR 1847.50 199.28 2046.78
027 TITLE > AUTOMATIC TRANSMISS!

027-006-000 10102018 0G09467 42690 42691 TRANSMISSION RANGE 281.58 54.42 336.00 2.00 MIKE 44 3

DPW FLEET MAINTENANCE CITY OF NASHUA, NH TSZIRRV PAGE: 9

DATE: 08/24/2020 09:11 a.m.
VEHICLE REPAIR HISTORY REPORT

FACILITY: 00002

STARTING VMRS CODE: 000-000-000 DATE: FIRST VEHICLE: 13-085
ENDING VMRS CODE: 999-999-999 DATE: LAST VEHICLE: 13-085
UNIT: 13-085 LF MTR: 54050.0 CUR MTR: 54050.0 YR: 13) MAKE: FREIGHRTLINER DEPT: SOLIDWASTE SIZE: H CLASS: PACKER 4 FUEL: c

RU letou Store (cseearien #45 cen eerie LF-MILS 3 ODOM 2 WORK DESCRIPTION: OUT) PARTS LABOR 8 TOTAL. HOURS MECHANIC “CC -RC- WA
O27 TOTAL > AUTOMATIC TRANSMISS! 281.58 54.42 336.00

032 TITLE > CRANKING SYSTEM

032-001-000 03022020 0010424 49930 49926 BATTERIES 209.97 4.42 264.39 2.00 MIKE 14 3
032-001-000 03312014 d004264 9570 9573 BATTERIES 211.43 62.45 273.88 2.50 GUS 14 3
032 TOTAL > CRANKING SYSTEM 421.40 116.87 538.27

033 TITLE > IGNITION SYSTEM

033-000-000 01042018 oc09690 44430 44434 IGNITION SYSTEM 1908.00 322.92 2230.92 12.00 ED 1 4 3
033-005-000 04022015 0005634 16770 16772 SPARK PLUGS 296.76 149.88 446.64 6.00 TOMK 1 $4 3
033 TOTAL > IGNITION SYSTEM 2204.76 472.80 2677.56

034 TITLE > LIGHTING SYSTEM

034-000-000 10252019 0010424 49930 49926 LIGHTING SYSTEM 32.67 26.91 59.58 1.00 ED 14 4
034-000-000 09172015 0006166 20820 20815 LIGHTING SYSTEM 22.08 25.97 48.05 1.00 EB 1°64 3
034-001-000 07202020 0011280 53370 53369 HEADLAMP 6.13 13.61 19.73 0.60 JOE S 1 4 XX
034-001-000 08012078 0009361 40300 40298 HEADLAMP 5.98 8.07 14.05 0.30 ED 164 3
034-001-000 06052018 0009211 38730 38729 HEADLAMP 5.98 27.08 33.06 1.00 JOHN 1 84 3
034-010-000 10292018 d008562 42690 42691 HAZARD BEACON 73.20 80.73 153.93 3.00 ED 1 64 =3
034-010-000 04192017 <adcrg9gt 30680 30675 HAZARD BEACON 97.20 81.24 178.44 3.00 JOHN 1 4 3
034 TOTAL > LIGHTING SYSTEM 243.24 263.61 506.85

042 TITLE > COOLING SYSTEM

042-007-000 07212016 do07151 26200 26200 RADIATOR OUT 0.00 0.00 0.00 0.00 1 4 3
042-071-000 10192017 0008460 35300 35298 COOLANT SURGE TANK 143.80 81.24 225.04 3.00 ED 1 4 3
042 TOTAL > COOLING SYSTEM 143.80 81.24 225.04

043 TITLE > EXHAUST SYSTEM

043-042-000 11772017 0008552 36220 36223 FLEX PIPE 40.85 81.24 122.09 3.00 JOE S 1 4 3
043-072-000 09112017 0008374 34560 34558 FLEX PIPE 40.85 54.16 95.04 2.00 JOE S 1 #4 3
043-016-000 09252015 0006166 20820 20815 EGR COOLER 2.66 103.88 106.54 4.00 Rick 1 4 3
043-019-000 11032015 0006301 21580 21578 OXYGEN SENSOR 209.38 103.88 313.26 4.00 JOHN 1 4 3
043 TOTAL > EXHAUST SYSTEM 293.74 343.16 636.90

044 TIFLE > FUEL SYSTEM

044-000-000 07292014 0004680 12050 12049 FUEL SYSTEM 9.00 24,98 24,98 1.00 GUS 44°41
044-006-000 01042019 0096980 44430 44434 FUEL FILTERS 23.86 8.07 31.94 0.30 ED 14°41
044 TOTAL > FUEL SYSTEM 23.86 33.05 56.91

045 TITLE > POWER PLANT

045-019-000 04192077 0007994 30680 30675 CRANKSHAFT HARMONI 636.32 321.36 957.68 12.00 TOMK 1 4 3

DPW FLEET MAINTENANCE CITY OF NASHUA, NH TSZIRRV PAGE: 4

DATE: 08/21/2020 09:11 a.m.
VEHICLE REPAIR HISTORY REPORT
FACILITY: 00002

STARTING VMRS CODE: 000-000-000 DATE: FiRST VEHICLE:: 13-085
ENDING VMRS CODE: 999-999-999 DATE: LAST VEHICLE: 13-085
UNIT: 13-085 LF MTR: 54050.0 CUR MTR: 54050.0 YR: 13 MAKE: FREIGHRTLINER DEPT: SOLIDWASTE SIZE: H CLASS: PACKER 1 FUEL: c

SA Rs tere 00) econ | £0) 51, G0) 10), 112A (01) Epeereeerr am ©) © eerie lh BS SECS al” hk SRO al treating LOL Lands Ver alh Leet OIA Ora A Paes
045 TOTAL > POWER PLANT 636.32 321.36 957.68
047 TITLE > CNG
047-003-000 03042020 0010424 49930 49926 TANK INSPECTION OUT 650.00 0.00 650.00 0.00 i141
047-003-000 09152016 0007304 27290 27290 TANK INSPECTION Out 617.80 0.00 617.50 0.06 14 1
047-004-000 03042020 0010424 49930 49926 CNG TANK OUT 5500.06 0.00 5500.00 0.00 i 4 3
047 TOTAL > CNG 6767.50 0.00 6767.50
054 TITLE > HORN AND MOUNTING
054-000-000 08232013 0003504 5920 5922 HORN AND MOUNTING 0.00 49.96 49.96 2.06 EB 14 4
054 TOTAL > HORN AND MOUNTING 0.00 49.96 49.96
056 TITLE > POWER TAKE OFF
056-000-000 10252019 80010424 49930 49926 POWER TAKE OFF 1182.99 322.92 4505.91 12,00 ED 164 3
056 TOTAL > POWER TAKE OFF 1182.99 322.92 1605.91
059 TITLE > VEHICLE COUPLING SYS
059-011-000 09202018 0009467 42600 41997 KING PIN 492.88 217.68 710.56 8.00 MIKE 14 3
059 TOTAL > VEHICLE COUPLING SYS 492.88 217.68 710.56
065 TITLE > HYDRAULIC
065-000-000 04042079 9009690 44430 44434 HYDRAULIC 344.67 27.21 371,88 1.00 JOE S i 44
065-000-000 11162018 008594 43600 43603 HYDRAULIC 14.82 27.21 42.03 1.00 JOE S 14 4
065-003-000 06172015 0005892 18570 18566 HYDRAULIC MAIN CON 0.00 25.97 25.97 1.00 ED 16461
065-005-000 10102018 0008467 42690 42681 PRESSURE LINES 104.28 81.63 185.91 3.00 MIKE 414 3
065-005-000 07212014 0004646 11900 11899 PRESSURE LINES 407.28 49.96 457.24 2.00 JOE A + 4 3
065-006-000 04062020 = 0010990 50590 50594 RETURN LINES 251.30 54.42 305.72 2.00 GARY 4144
065-020-000 03232016 0006758 24020 24021 PTO U JOINT 125.26 135.40 260.66 5.00 ED 1 4 3
065-022-000 03132020 0010948 49930 49926 TIPPER VALVE 254.80 53.82 308.62 2.00 ED 44 4
065-022-000 #2092014 0O005167 18310 15307 TIPPER VALVE 203.37 88.48 291.85 3.50 ED 44 3
065-022-000 08252014 0004808 12780 12780 TIPPER VALVE 92.15 74,64 166.79 3.00 DAVE 4144
065-023-000 10022015 0006166 20820 20815 HYDRAULIC VALVE 3.00 51.94 54.94 2,00 ED 1 4 3
065 TOTAL > HYDRAULIC 1800.93 670.68 2471.61
066 TITLE > PREVENTIVE MAINT.
066-004-000 06152016 0007027 25560 25555 PM AINSPECTION 10.00 48.02 58.02 2.00 DARYL 14 65
066-004-000 03232016 0006758 24020 24021 PM AINSPECTION 10.00 72.03 82.03 3.00 DARYL 14 £65
066-001-000 09172015 0006166 20820 20815 PM AINSPECTION 10.00 46.72 56.72 2.00 TOML 14 65

DPW FLEET MAINTENANCE CITY OF NASHUA, NH T32iRRV PAGE: 5

DATE: 08/21/2020 09:11 am.
VEHICLE REPAIR HISTORY REPORT

FACILITY: 00002

STARTING VMRS CODE: 000-000-000 DATE: FIRST VEHICLE:: 13-085

ENDING VMRS CODE: 999-999-999 DATE: LAST VEHICLE: 13-085
UNIT: 13-085 LF MTR: 4050.0 CUR MTR: 54050.0 YR: 13 MAKE: FREIGHRTLINER DEPT: SOLIDWASTE SIZE: H CLASS: PACKER 1 FUEL: c
edit ace Ot ots (= emaaee W)2 0 meer WL LO] Recess Mate | cw ee ©) BLO) eee | A) 30,0) try Orn) |e Oh Reemeemecernis ©] © Rete n\n = eeeeeeee a |= Speier DOA EE OL LAL hein Li Ome LOREAL OER A Lae!
066-001-000 04022015 005634 16776 16772 PM A INSPECTION 20.00 46.06 66.06 2.00 Daryl 14 £3
066-061-000 12132014 00057197 15430 15432 PMA INSPECTION 10.00 45.46 55.46 2.00 164 6
066-002-000 09712019 0010424 49930 49926 PM B INSPECTION 246,90 215,28 462.18 8.00 ED 14 6
066-002-000 11062018 ooog607 43600 43603 PM B INSPECTION OUT 616.00 0.00 616.00 0.00 14 6
066-002-000 02212018 0008887 37150 37150 PM B INSPECTION 595.11 198.32 793.43 8.00 TIM 14 6
066-002-000 10262016 0007410 28310 28306 PM B INSPECTION 234,66 420,05 354,71 5,00 DARYL 1 8 6
066-002-000 12212015 9006426 22840 22843 PM B INSPECTION 220.09 144.06 364.15 6.00 DARYL 14 6
066-002-060 06162015 9005892 18570 18566 PM B INSPECTION 244,15 118.15 362.30 5.00 DARYL 164 6
066-002-000 O7242014 0004646 12050 12049 PM B INSPECTION 205.93 137,34 343.27 6.00 Rick 164 6
066-002-000 01022014 9003915 8850 8845 PM B INSPECTION 168.02 137.34 305.36 6.00 Rick 14 6
066-062-000 08092013 0003478 5920 §922 PM B INSPECTION 270.76 183.12 453.88 8.00 Rick 18 €&
066-002-000 02282013 8 0003177 2790 2793 PM B INSPECTION 0,00 97,72 97.72 4.00 JOES 1 11 «10
066-011-006 06152016 0007027 25666 25555 GREASE TIPPERS AND 10.00 24.04 34.01 1.00 DARYL 14°41
066-011-000 10072014 004975 13820 13816 GREASE TIPPERS AND 10.00 22.73 32.73 1.00 TOML 1 4 1
066-011-000 09292014 0004944 13670 13668 GREASE TIPPERS AND 20.00 22.73 42.73 1.00 TOML 1 4°61
066-071-006 09152014 0004891 13266 13264 GREASE TIPPERS AND 10.00 22.58 32.58 1.00 TOML 1 4°41
066-011-000 09022014 d004824 12960 12964 GREASE TIPPERS AND 20.00 22.58 42.58 1.00 TOML 14 ¢1
066-011-006 08252014 0004808 12780 12780 GREASE TIPPERS AND 10.00 22.89 32.89 1.00 Rick 1 4°71
066-011-006 08042014 0004723 72050 12049 GREASE TIPPERS AND 20.00 22.89 42.89 1.00 Rick 14°41
066 TOTAL > PREVENTIVE MAINT. 2961.62 1770.08 4731.70
099 TITLE > PAVER
099-602-000 06232014 90004557 11300 11300 FUEL FILTER 25.95 22,58 48,53 1.00 RALPH 1 4 3
039 TOTAL > PAVER 25.95 22.58 48.53
101 TITLE > ROAD CALL
101-000-000 07062015 0005936 18840 18840 ROAD CALL 0.00 25.67 25.67 1.00 GUS 164 «4
101 TOTAL > ROAD CALL 0.00 25.67 25.67
113 TITLE > TOWING JOB
113-000-000 08142020 0011336 54050 64086 TOWING JOB OUT 165.00 0.00 165.00 0.00 1 34 XX
113-060-060 04042079 009690 44430 44434 TOWING JOB OUT 165.00 9.00 165.00 0.00 71464 °1
413-000-000 05082017 0008108 31310 31305 TOWING JOB OUT 165.00 0.00 165.00 0.00 1 $4 3
113-000-000 04142017 = GoO799% 30680 30675 TOWING JOB OUT 165.06 0.00 165.00 0.00 164 «41
113-000-000 03072016 oa006714 24020 24021 TOWING JOB OUT 412.50 0.00 412.50 0.00 14°41
113 TOTAL > TOWING JOB 1072.50 0.00 1072.50
115 TITLE > PACKERS TIPPERS

115-000-000 10252019 0010424 49930 49926 PACKERS TIPPERS 677.62 215.28 892.90 8.00 ED 14 381

3.02

3.03

A.

3.05

A,

ROOT CUTTING:

The Contractor shall use mechanically powered equipment designed to cut roots in
pipelines.. Selection of equipment shall be based upon field conditions such as access to
manholes, quantity and size of roots, size of sewer, depth of flow, etc.

All debris material resulting from the root cutting operation shall be decanted and disposed of
at the City landfill, and in a method acceptable to the Engineer. All root cutting shall be
performed in advance of pipe television inspection.

Acceptance by the Engineer of the root cutting results will be based on the results of television
inspection. If the results are unsatisfactory, the Contractor shall repeat the root cutting
operation until accepted by the Engineer at no additional cost to the Owner.

CLOSED-CIRCUIT TELEVISION (CCTV) INSPECTION:

Closed-circuit television (CCTV) inspection shall be done one manhole section at a time,
and the section being inspected shall be suitably isolated from the remainder of the sewer
line as required. No sanitary sewer lines shall be inspected until they have been cleaned.
The camera shall be moved through the line in either direction at a uniform slow rate,
stopping when necessary to insure proper documentation of the sewer’s condition, but in no
case will the television camera be pulled at a speed greater than 30 feet per minute.

Measurement for location of defects shall be accurately measured from the starting
manhole by a metering device mounted on the camera or by other means acceptable to
the Engineer. Marking on cable, or the like, which would require interpolation for depth
of manhole, will not be allowed. Measurement meters will be accurate to 0.2 feet. A
measuring target (or the sealing packer) in front of the television shall be used as an exact
measurement reference point, and the meter reading shall show this exact location of the
measurement reference point.

Electronic video equipment shall be capable of displaying and recording, at a minimum,
the following data for each pipe joint:

1. Project Identification

2. Date recorded

3. Footage counter

4, Sewer reach identification (street location, start MH and second MH)

DOCUMENTATION:

Printed location records shall be kept by the Contractor which will clearly show the exact
location, in relation to adjacent manholes, of each defect discovered by the television
camera. In addition, other points of significance such as locations of laterals, unusual
conditions, collapsed sections, and other discernible features will be recorded and a copy of
such records will be supplied to the Engineer.

2019 CIPP Lining Project Cleaning, Root Cutting and Television Inspection of Pipelines
Nashua, NH 0244 ]-3

B. Instant developing of standard size digital photographs of the television monitor at problem
areas shall be taken by the Contractor on the request of the Engineer, so long as such
photographing does not interfere with the Contractor's operations.

C. Digital files of the entire inspection shall be provided to the Engineer upon completion
of the inspection. The playback shall be at the speed that it was recorded.
The Contractor shall be required to have all digital files and necessary playback
equipment readily accessible for review by the Engineer during the project.

D. The Contractor shall furnish printed internal inspection logs and two (2) DVD discs of the
entire inspection to the Engineer on completion.

END OF SECTION

2019 CIPP Lining Project Cleaning, Root Cutting and Television Inspection of Pipelines
Nashua, NH 0244]-4

SECTION 02451

FLAGGERS AND UNIFORMED OFFICERS FOR TRAFFIC CONTROL

PART 1-GENERAL

1.01

A.

1.02

1.03

A.

WORK INCLUDED:
This Section covers the provisions for furnishing Flaggers and Uniformed Police Officers
for Traffic Control and Maintenance of Traffic as described in Section 01110 CONTROL
OF WORK AND MATERIALS, to direct traffic through or around work as shown on the plans
or as ordered by the Engineer.

DESCRIPTION:
The Contractor shall coordinate with the Engineer to determine the number of Flaggers
and Officers deemed necessary to provide for public safety and to maintain a smooth flow
of traffic through the construction area(s) affected.

RELATED WORK:

SECTION 01110, CONTROL OF WORK AND MATERIALS

PART 2 - PRODUCTS

2.01

A.

UNIFORMED POLICE OFFICERS:

Contractor shall provide the Traffic Control Officer with a minimum of 24 hours notice
indicating the time of day, street location and confirm number of officers required for
traffic control. This shall be as agreed by the Engineer. The Contractor may furnish
additional traffic control personnel at his/her own expenses but only those agreed upon by
the Engineer will be measured for payment.

Contractor shall give the Traffic Control Officer a minimum of 2 hours prior cancellation
notice should Contractor determine that due to weather or conditions beyond his control he
would not need the scheduled officers.

Contractor shall pay for officer(s) at the prevailing rate established by the local police
department should officers not be needed and the Contractor fails to cancel the officers as
noted in 2.01.B above.

2019 CIPP Lining Project Flaggers and Uniformed Officers for Traffic Control
Nashua, NH 02451-1

D. Where the Owner is paying directly for Uniformed Officers, the Contractor shall be
responsible for payment of the wages paid to the Uniformed Police Officers if the Contractor
fails to cancel the services of the Uniformed Officers in accordance with 2.01.B and
2.01.C above.

PART 3 - EXECUTION
3.01 OPERATION:
A. Contractor shall provide barricades, barrier fences, traffic signs, and other traffic control
devices as shown on the plans, required by the City’s Traffic Department, or as directed by

the Engineer, to protect traffic, pedestrians, and animals from the work area.

B. Contractor shall relocate barricades, signs and other devices as necessary as the work
progresses as directed by the Owner’s Traffic Control Officer or the Engineer.

C. Flaggers shall be provided with the necessary safety equipment.

END OF SECTION

2019 CIPP Lining Project Flaggers and Uniformed Officers for Traffic Control
Nashua, NH 02451-2

5, EFFECTIVE DATE OF CONTRACT. This contract shall not become effective until and unless approved
by the City of Nashua.

6. NOTICES. Ail notices, requests, or approvals required or permitted to be given under this contract shall
be in writing, shall be sent by hand delivery, overnight carrier, or by United States mail, postage prepaid,
and registered or certified, and shall be addressed to:

CITY OF NASHUA REPRESENTATIVE: REPRESENTATIVE:

Tim Cummings John Lavigne, Jr., PE, CFM
Director of Economic Development The H.L. Turner Group, Inc.
City of Nashua 27 Locke Road

Concord, NH 02111-2200

Any notice required or permitted under this contract, if sent by United States mail, shall be deemed to be
given to and received by the addressee thereof on the third business day after being deposited in the mail.
The City of Nashua or Professional Engineer may change the address or representative by giving written
notice to the other party.

IN WITNESS WHEREOF, the parties hereto have caused this contract to be signed and intend to be legally
bound thereby.

City of Nashua, NH (signature) The HL. Turner Group (signature)

Tim Cummings, Dir. Econ. Dev. John Lavigne, Jr.. Lead Civil Engineer
(Printed Name and Title} (Printed Name and Title)

Date Date

AG 3of3

SECTION 02530
BUILDING CONNECTIONS AND DROP CONNECTIONS
PART 1 - GENERAL
1.01 WORK INCLUDED:

A. This Section covers furnishing of all materials and labor to construct building sewer
connections and drop connections as indicated on the Drawings, and as herein specified.

B. _ Final location of building connections shall be determined in the field by the Engineer.
1.02 RELATED WORK:

A. Section 02300, EARTHWORK

B. Section 02631, PRECAST MANHOLES

C. Section 02085, POLYVINYL CHLORIDE GRAVITY PIPE AND FITTINGS

1.03 SUBMITTALS: IN ACCORDANCE WITH REQUIREMENTS OF GENERAL
SPECIFICATIONS, SUBMIT THE FOLLOWING:

A. Six sets of shop drawings and manufacturers literature of the materials of this section shall be
submitted to the Engineer for review.

B. Shop drawings of any special connections, including the proposed adapters for service
connections, shall be submitted to the Engineer.

PART 2— PRODUCTS
2.01 MATERIALS:

A. Pipe and fittings for drop connections and for gravity building connections shall be as
specified under Section 02085 POLYVINYL CHLORIDE GRAVITY PIPE AND
FITTINGS. Adaptors shall be as recommended by the pipe manufacturer.

B. Concrete for encasement shall be as specified in Section 03302 FIELD CONCRETE.

PART 3 - EXECUTION

3.01 INSTALLATION:

A. BUILDING CONNECTIONS:

2019 CIPP Lining Project Building Connections and Drop Connections
Nashua, NH 02530-1