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Finance Committee - Agenda - 3/17/2021 - P432

By dnadmin on Mon, 11/07/2022 - 13:46
Document Date
Fri, 03/12/2021 - 12:03
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 03/17/2021 - 00:00
Page Number
432
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__031720…

C. MEASUREMENT AND PAYMENT
This item shall be measured by the Square Yard of Cold Planing of Bituminous Surfaces.

Payment for this item shall be at the contract unit price per Square Yard. This payment shall also
include all materials, labor, equipment, and all else needed to complete the work under this item.

Contractor shall record the square yards of cold planed area for each street. Payment is
contingent upon submittal of quantities in a per street format.

Cores cut in accordance with specific direction from the Engineer in advance of cold planing
shall be measured and paid for under Item 1010.9 Asphalt Core.

Page 11 of 43

Page Image
Finance Committee - Agenda - 3/17/2021 - P432

Finance Committee - Agenda - 3/17/2021 - P433

By dnadmin on Mon, 11/07/2022 - 13:46
Document Date
Fri, 03/12/2021 - 12:03
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 03/17/2021 - 00:00
Page Number
433
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__031720…

ITEM 417.20- COLD PLANING TRANSITIONS
A. SCOPE

This work shall consist of the removal of existing bituminous pavement the depth and limits
shown on the plans or as directed by the Engineer. Cold planning transitions are required to tie in
overlays with existing pavement.

For roadways which are being reclaimed this item shall only be used to pay for cold planing at
driveway tie-ins as directed by the Engineer.

For roadways which are being cold planed (milled) prior to overlay, this item shall only be used
to pay for cold planing at driveway tie-ins.

For roadways which are being overlaid without overall cold planing (milling), this item shall be
used to pay for cold planing at driveway transitions and for cold planing transitions to existing
roadway pavement at limits of work as directed by the Engineer.

B. MATERIALS AND CONSTRUCTION

The Contractor shall furnish all materials, labor, equipment, and transportation necessary for
work in accordance with the latest approved City of Nashua Standard Specifications for Road
Construction, or the latest approved NHDOT Standard Specifications for Road and Bridge
Construction. The most stringent specification shall apply.

The Contractor shall prevent any materials entering drainage structures from this operation and
shall clean out said structures as directed by the Engineer.

The material removed from this operation shall remain the property of the City of Nashua and
shall be transported and stock piled by the contractor at the Four Hills Landfill at 830 West
Hollis St in Nashua.

If the road is to be open to traffic after cold planning, level changes shall be tapered by use of
asphalt fillets. Fillets shall extend a minimum of 2’ from level change, and be flush with top of
existing asphalt surface. Fillet construction must be acceptable to the Engineer. Fillets shall be
required until the wearing course is placed and shall be removed before each course of pavement
is installed.

All raised catch basins and manholes shall be spray painted a florescent color around the top of
frames.

Raised structures or driveways greater than 2 inches shall be provided with asphalt fillets until
the wearing course is paved. The Engineer may direct the contractor to install fillets at other

critical locations.

Fillets and spray painting of castings shall continue until the top course of pavement is placed
and are considered subsidiary to this item.

Page 12 of 43

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Finance Committee - Agenda - 3/17/2021 - P433

Finance Committee - Agenda - 3/17/2021 - P434

By dnadmin on Mon, 11/07/2022 - 13:46
Document Date
Fri, 03/12/2021 - 12:03
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 03/17/2021 - 00:00
Page Number
434
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__031720…

C. MEASUREMENT AND PAYMENT

The accepted quantities of Cold Planing Transitions will be paid for by the Square Yard
measured in the field and approved by the Engineer. Contractor shall record the square yards of
cold planed transitions for each street. Payment is contingent upon submittal of quantities in a
per street format. This payment shall also include all materials, labor, equipment, and all else
needed to complete the work under this item.

Page 13 of 43

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Finance Committee - Agenda - 3/17/2021 - P434

Finance Committee - Agenda - 3/17/2021 - P435

By dnadmin on Mon, 11/07/2022 - 13:46
Document Date
Fri, 03/12/2021 - 12:03
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 03/17/2021 - 00:00
Page Number
435
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__031720…

ITEM 603.82212 — 12” POLYETHYLENE PIPE (TYPE S)

A.

SCOPE

This work shall consist of furnishing and installing polyethylene (PE) pipe type S, at the
locations shown on the plans or as ordered by the Engineer.

MATERIALS AND CONSTRUCTION

The Contractor shall furnish all materials, including the necessary joints, fittings, and
connections as required, labor and equipment necessary for the excavation, placement,
and joining of pipe in accordance with relevant provisions of Section 603 of the NHDOT
Standard Specifications for Road and Bridge Construction, latest edition. Sawed
pavement, common structure excavation to the depth specified in of Section 206.4.1 of
the NHDOT Standard Specifications for Road and Bridge Construction latest edition,
secondary excavation required in the imperfect trench method, bedding, shaping of
bedding, and backfill shall be included in this work.

MEASUREMENT AND PAYMENT

Pipe will be measured by the linear foot to the nearest foot. Measurement of circular pipe
will be made between the ends of the pipe along the central axis, including through
elbows and bends, as installed. No separate measurement will be made for elbows or
bends. Connection of the pipe to an existing drainage structure as directed by the
Engineer is incidental.

Page 14 of 43

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Finance Committee - Agenda - 3/17/2021 - P435

Finance Committee - Agenda - 3/17/2021 - P436

By dnadmin on Mon, 11/07/2022 - 13:46
Document Date
Fri, 03/12/2021 - 12:03
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 03/17/2021 - 00:00
Page Number
436
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__031720…

ITEM 604.124 —- CATCH BASIN

A. SCOPE

This work includes furnishing and installing a catch basin at locations shown on the plans or as
directed by the Engineer.

B. MATERIALS AND CONSTRUCTION

The contractor shall furnish all materials, labor, equipment, and transportation necessary to
complete the work in accordance with the latest approved City of Nashua Standard
Specifications for Road Construction, or the latest approved NHDOT Standard Specifications for

Road and Bridge Construction. The most stringent specification shall apply unless otherwise
directed by the Engineer.

Except as noted below for leaching type catch basins, catch basins shall be Type B — 4’ diameter.

Where directed by the Engineer, catch basin shall be a leaching type catch basin installed in
compliance with attached detail.

C. MEASUREMENT AND PAYMENT
Payment for Catch Basin shall be at the contract unit price specified for each location. This
payment shall include all materials, labor, equipment and all else needed to complete the work

under this item.

Leaching type catch basins shall be paid for at two hundred and fifty percent (250%) of the
contract unit price for Item 604.124.

Setting frame and grate shall be incidental.

Page 15 of 43

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Finance Committee - Agenda - 3/17/2021 - P436

Finance Committee - Agenda - 3/17/2021 - P437

By dnadmin on Mon, 11/07/2022 - 13:46
Document Date
Fri, 03/12/2021 - 12:03
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 03/17/2021 - 00:00
Page Number
437
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__031720…

Technical Specifications — 2021 Paving Program Arterial and Collector Roadways

Leaching Catch Basin Detail

SINGLE GRATE - 24° x 24° OPENING
DOUBLE GRATE - 24" « 40" OPENING

TOP SLAB [H-20 LOADING)

SS

12"
THIN

PSS re FILTER FABRIC
L SSS (IRAP 1406 OF
APPROVED EQUAL)
CRUSHED STONE (COURSE)
NHOOT ITEM 04.6
PERFORATION (TYP)
10% BOTH WAYS

a:

'. (PERPORATED °

4 “
md
—

PERFORATION
NOT TO SCALE

oo

TW]

VARIES
(SEE PLANS)

- (PERFORATED) -.

NOTES:

1. BASE SHALL BE SOLID. SEDIMENT SHALL BE
REMOVED ON 4, REGULAR SCHEDULED BASIS
BY OWNER.

2. LOCATION OF DRAIN LINE OPENINGS VARY.
CORE TO JOB SPECIFICATIONS (SEE DRAIN
PROFILES).

3. STRUCTURE DESIGN AND REINFORCEMENT
SHALL CONFORM TO ASTM Ca? 6 ANID ATES.
CONCRETE SHALL BE 4000 FS] MINIMUM.

4. FILTER FABRIC MUST BE PLACED OVER
CRUSHED STONE AND OVERLAP EXISTING
RATERIAL BY 12° TO PREVENT PAVEMENT
BASE COURSE MATERIALS FROM MIGRATING
INT THE CRUSHED STONE,

LEACHING CATCH BASIN

MOT TO SCALE

“RISER SECTION -;. RISER SECTION S00

ot a!
yp bet
ne a ke

=i
4" MIM.

SUR" BABE oo

1z"|

a4" Gar Bia a" |
hm. MIN. |

Page 16 of 43

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Finance Committee - Agenda - 3/17/2021 - P437

Finance Committee - Agenda - 3/17/2021 - P438

By dnadmin on Mon, 11/07/2022 - 13:46
Document Date
Fri, 03/12/2021 - 12:03
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 03/17/2021 - 00:00
Page Number
438
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__031720…

ITEM 604.4 - REPAIR OF EXISTING STRUCTURES
A. SCOPE

This work consists of repairing existing structures below 12” from the bottom of existing casting
frame.

B. MATERIALS AND CONSTRUCTION

The contractor shall include all labor, materials, equipment, and transportation necessary to
repair existing structures other than within the top 12 inches below the bottom of casting frame.
Repairs in that section shall not be paid under this item.

The Contractor is responsible for the management of stormwater to all structures altered/dropped
for paving operations for the duration of the project until final pavement has been placed and
accepted by the City and/or the Engineer. The Contractor shall prevent any materials from
entering drain and sewer structures from this operation and shall clean out said structures if any
material enters.

Mortar shall comply with NHDOT Section 707. Brick shall be sound, hard, and uniformly
burned brick, regular and uniform in shape and size, of compact texture, and satisfactory to the
Engineer. Bricks shall comply with ASTM C32, for Grade SS, hard Brick.

Mortar shall be tooled into every vertical joint between bricks prior to installing a new horizontal
brick layer. Mortar between brick layers shall be 3/8” thick and fully cover all bricks in the layer.
Use of the weight of castings and additional brick layers to facilitate joint filling and further
spreading of mortar is not permitted. All brickwork shall be sealed on the outside and inside of
the structure with mortar. The casting frames shall be set in a ring of mortar extending to the
outer edge of the masonry. Mortar shall be placed on top of the bottom flange and smoothly
finished to have a slight slope that will shed water away from the frame.

All mortar shall be mixed with a cement mixer as approved by the Engineer. Mixing mortar by
hand/shovel will not be permitted.

Unless otherwise noted herein, this work shall conform to the latest approved City of Nashua
Standard Specifications for Road Construction, City of Nashua Standard Specifications for
Sewers and Drains, and the latest approved NHDOT Standard Specifications for Road and
Bridge Construction. The most stringent specification shall apply unless otherwise directed by
the Engineer.

C. MEASUREMENT AND PAYMENT
Payment for the Repair of Existing Structures shall be at the contract unit price per vertical foot

to the nearest 0.1 of a foot. This payment shall include all materials, labor, equipment, and all
else needed to complete the work under this item.

Page 17 of 43

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Finance Committee - Agenda - 3/17/2021 - P438

Finance Committee - Agenda - 3/17/2021 - P439

By dnadmin on Mon, 11/07/2022 - 13:46
Document Date
Fri, 03/12/2021 - 12:03
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 03/17/2021 - 00:00
Page Number
439
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__031720…

Contractor shall record the vertical feet of repair completed for each structure as identified by
Nashua’s GIS naming system, and the total vertical feet of repair for each street. Payment is
contingent upon submittal of quantities in a per structure, and per street format.

Page 18 of 43

Page Image
Finance Committee - Agenda - 3/17/2021 - P439

Finance Committee - Agenda - 3/17/2021 - P440

By dnadmin on Mon, 11/07/2022 - 13:46
Document Date
Fri, 03/12/2021 - 12:03
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 03/17/2021 - 00:00
Page Number
440
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__031720…

ITEM 604.45 - ADJUSTING TO GRADE EXISTING CASTINGS
A. SCOPE

This work consists of adjusting castings to the new final pavement surface elevation. Any repair
needed to the existing structure within the 12 inches below the bottom of casting shall be
included and performed under this item. Any further repair needed to the existing structure shall
be performed and paid under Item 604.4 Repair of Existing Structures.

B. MATERIALS AND CONSTRUCTION

This work shall include all labor, materials, equipment and transportation necessary to adjust the
existing castings to the new street or new ground surface elevation.

All materials, labor, equipment, and transportation required to excavate, to lower structure,
remove the plate and place plate at locations of castings lowered to facilitate reclaim and milling
operations shall be subsidiary to Item 604.47. The Contractor is responsible for the management
of stormwater to all structures altered/dropped for paving operations for the duration of the
project until final pavement has been placed and accepted by the City and/or the Engineer. The
Contractor shall prevent any materials from entering drain and sewer structures from this
operation and shall clean out said structures if any material enters.

Mortar shall comply with NHDOT Section 707. Brick shall be sound, hard, and uniformly
burned brick, regular and uniform in shape and size, of compact texture, and satisfactory to the
Engineer. Bricks shall comply with ASTM C32, for Grade SS, hard Brick.

Mortar shall be tooled into every vertical joint between bricks prior to installing a new horizontal
brick layer. Mortar between brick layers shall be 3/8” thick and fully cover all bricks in the layer.
Use of the weight of castings and additional brick layers to facilitate joint filling and further
spreading of mortar is not permitted. All brickwork shall be sealed on the outside and inside of
the structure with mortar. The casting frames shall be set in a ring of mortar extending to the
outer edge of the masonry. Mortar shall be placed on top of the bottom flange and smoothly
finished to have a slight slope that will shed water away from the frame.

All mortar shall be mixed with a cement mixer as approved by the Engineer. Mixing mortar by
hand/shovel will not be permitted.

Hot mix asphalt shall comply with relevant provisions of these specifications.

Raised structures greater than 2 inches shall be provided with asphalt fillets until the wearing
course is paved. The Engineer may direct the contractor to install fillets at critical casting
locations.

Unless otherwise noted herein, this work shall conform to the latest approved City of Nashua
Standard Specifications for Road Construction, City of Nashua Standard Specifications for
Sewers and Drains, and the latest approved NHDOT Standard Specifications for Road and
Bridge Construction. The most stringent specification shall apply unless otherwise directed by
the Engineer.

Page 19 of 43

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Finance Committee - Agenda - 3/17/2021 - P440

Board Of Aldermen - Minutes - 9/26/2017 - P7

By dnadmin on Sun, 11/06/2022 - 21:54
Document Date
Tue, 09/26/2017 - 00:00
Meeting Description
Board Of Aldermen
Document Type
Minutes
Meeting Date
Tue, 09/26/2017 - 00:00
Page Number
7
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/boa_m__092620…

Board of Aldermen — 9/26/17 Page 7
FINANCE COMMITSE...... oo. c cece cece eee e eee eeeeeeeceeeeeeeeeeeeeeeeeeeeeeenees 09/20/17

There being no objection, President McCarthy declared the report of the September 20, 2017, Finance
Committee accepted and placed on file.

Human Affairs Committee 20.00... cecccccececaeececeeeeseeeeeaecenaeeeeaneernaess 09/18/17

There being no objection, President McCarthy declared the report of the September 18, 2017, Human Affairs
Committee accepted and placed on file.

Planning & Economic Development Committee ............... eee 09/19/17

There being no objection, President McCarthy declared the report of the September 19, 2017, Planning &
Economic Development Committee accepted and placed on file.

WRITTEN REPORTS FROM LIAISONS — None

CONFIRMATION OF MAYOR'S APPOINTMENTS - None
UNFINISHED BUSINESS — RESOLUTIONS

R-17-125
Endorsers: Mayor Jim Donchess
Alderman Richard A. Dowd
ESTABLISHING THE USE OF FUND BALANCE FOR TAX RATE
Given its second reading;

MOTION BY ALDERMAN DOWD FOR FINAL PASSAGE OF R-17-125 BY ROLL CALL

ON THE QUESTION

Alderman Moriarty

I'll be happy to grant position, the motivation of the process that you followed to calculate this was the same
process that’s been happening in the past. That’s fine. But | do have a question on the specifics. In the
resolution it talks about that the remaining $29.9 million exceeds the ten percent. The question is: ten percent
of what? In 5-135-A, it says that the unassigned general fund balance equal to a minimum of 10 percent of the
municipality's fiscal year appropriations. But there are two subsequent clauses that say, plus the statewide
enhanced education amount, the local school net tax committee, and the county appropriation. So what is the
value of the statewide enhanced education amount, the local school net tax and the county appropriations?
The reason | ask that is 10 percent of the municipalities fiscal year appropriations, if you use the general fund
as that number, that’s the $258 million we’re talking about, and 11.6 percent of that gives you the $29 million.
That says you’ve exceed 10 percent of just the first portion. But there’s three other portions that you have to
have ten percent of.

Mayor Donchess

We can have legal look at that. I’m not looking at the language right now. What | do know is that we have
followed the same procedure we have for the last 20 years in calculating this number. If this year’s number is
wrong then it’s been wrong for the last 20 years. These are audited financials. This isn’t just me and John
Griffin, the CFO, making these numbers up. These are audited financials. We have a thorough audit every
year. The idea that we made up numbers or taken $7 million that we didn’t account for, this is just audited
down to the dollar. I’d be glad to have someone look at that law and see if somehow we’ve been doing it
wrong for the last 20 years, but | think at this point since we need to close the books, we should act on this,

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Board Of Aldermen - Minutes - 9/26/2017 - P7

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