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Jim Donchess
Mayor e City of Nashua

To: Board of Aldermen

From: Jim Donchess

Date: 10/18/18

Re: Contract for Capacity, Management, Operation and Maintenance (CMOM) Plan Implementation

Pursuant to NRO § 5-90 (E) which states that approval by the Finance Committee of a contract award in
excess of $1,000,000 shall be submitted to the full Board of Aldermen at its next regularly scheduled
meeting for final approval prior to award of the contract.

The Finance Committee approved and placed on file the notification of the award of the referenced contract
at their October 17, 2018 meeting. | am requesting the concurrence and approval of the full Board of
Aldermen for the award of the following contract:

Contract for Capacity, Management, Operation and Maintenance (CMOM) Plan Implementation — Included
is the Purchasing Manager’s Memo #19-080 regarding the award of this contract to the Finance Committee
dated October 11, 2018. This contract has a value of $2,600,000.

229 Main Street * PO Box 2019 * Nashua, New Hampshire 03061-2019
603.589.3260 * fax 603.594.3450 * NashuaMayor@NashuaNH. gov
www. NashuaNH. gov

“BB”

B = Desirable {second priority}: Programs/Projects which will benefit the community whose validity of pianning and timing have
been established.

Beau eC eyes

DEPARTMENT: > “GAG.

PROJECTS : oe Ca ts
Bh ages ' REQUESTED: .- RECOMMENDS ©.
B-1 Department of Annual Drainage Improvements
; Public Works
(Engineering) : : 1,800,000 1,800,000

At several locations in the City there exist drainage problems where runoff during rain events impacts the roadway and properties.
Problematic locations include WethersfieldAWestwood, Northeastern Blvd at Harris Brook, Shelly Dr. and Browning Ave, Galway
Rd., 89 Linton St, Victor Ave at Emmett Street, Westchester Dr. and Wilmington Rd at New Searles Rd. A variety of solutions,
including, but not limited to, infiltrating systems and drainage system extensions, will be used to correct the drainage issues. The
majority of the designs will be completed by the City Engineer's office. This CIP request will also fund work required as part of the
NPDES Small MS4 General Stormwater Permit.

B-2 _._ Department of . Holman Stadium Upgrades

Public Works
(Park and Rec) : 130,000 130,000

The Holman Stadium Facility continues to be a gathering point for City sporting and civic events. There are some areas that need
attention that were not addressed in the stadium work that occurred in 2003. There is a need to upgrade the locker rooms with
better floor surfacing, improved shower and bathroom services and more efficient HVAC systems. The field is in need of having
the clay surface replaced and have upgrades made to the irrigation system. There is a need to reconstruct both the visitors and
home dugouts repairing the failing roofs, walls, and making the dugouts wider; Repairs to outfield walls, paving of areas inside the
stadium and parking lot to eliminate trip and fall hazards. Replace out buildings; upgrade electrical and security systems. The field
requires some rehab and the marque sign on Amherst St.

B-3 Community Development Riverwalk Boardwalks
Division 360,000 360,000

The three proposed Boardwalks at 4 Water Street, 60 Main Street, and 53-59 Main Street will provide better connection and tie
the mostly completed Riverwalk to the Main Street Bridge, and recently renovated Main Street in the Downtown. It will showcase
the Riverfront and enhance the preservation and improvements to the adjacent buildings and enhance economic development in

the Downtown.

B-3 Department of Road Reconstruction

Public Works
(Engineering) 500,000 500,000

There are sections of roads that due to extensive settlement or structurai failure where the pavement deteriorates quickly and
needs frequent maintenance. Examples include sections of Tinker Road and Tampa Road. The roads need to be reconstructed
to improve the profile and drainage; work that is beyond the scope and financial capability of the annual Paving Program.

12

B\ THE CITY OF NASHUA “The Cate City’

Financial Services

Purchasing Department

October 11, 2018
Memo #19-080

TO: MAYOR DONCHESS
FINANCE COMMITTEE

SUBJECT: CAPACITY, MANAGEMENT, OPERATION AND MAINTENANCE (CMOM) PLAN
IMPLEMENTATION (VALUE: $2,600,000)
DEPARTMENT: 169 WASTEWATER; FUND: SRF LOAN

Please see the attached communication from Stephen Dookran, P.E., City Engineer, dated July 26, 2018
for information related to this purchase.

§ 5-83. Professional services. In the purchase of accounting, architectural, auditing, engineering, legal,
medical and ambulance services and purchases of independent professional consultant services for
personnel, data processing, actuarial, planning, management and other comparable purchases
competitive bidding shall not be required. Competitive bidding is required in the procurement of insurance
agents and consultants.

The City Engineer, Board of Public Works (July 26, 2018 meeting) and the Purchasing Department

recommend the award of this contract in the amount of $2,600,000 to Hazen and Sawyer of
Manchester, NH.

Respectfully,

Dan Kooken
Purchasing Manager

Coc: S Dookran L Fauteux

229 Main Street * Nashua, New Hampshire 03061 © Phone (603) 589-3330 e Fax (603) 589-3233

PETITION FOR STREET ACCEPTANCE

TO THE HONORABLE BOARD OF ALDERMEN OF THE CITY OF NASHUA

Pursuant to the Nashua Revised Ordinance, Chapter 19, Section 19-34, the undersigned requests that the
following described portion of:
Adelaide Avenue

to be accepted for public use and maintenance:

A certain parce! of land situated in the City of Nashua, County of Hillsborough, State of New Hampshire,
bounded and described as follows:

Beginning at a stone bound in the east line of Birchwood Drive at the southwest corner of the within
described parcel; thence

N12°56’04"W by said east sideline of Birchwood Drive a distance of 70.06 feet to a stone bound; thence

Southeasterly along a curve to the left having a radius of 15.00 feet, a delta angie of 92°21'16" and an
arc length of 24.18 feet to a stone bound; thence

N74°42’40”€ a distance of 424.18 feet to a point on the existing westerly terminus of Adelaide Avenue
as accepted on July 10, 1979; thence

515°17'20’E by said westerly terminus of the previously accepted Adelaide Avenue a distance of 40.00
feat te a point; thence

$74°42'40"W a distance of 427.06 feet to a stone bound; thence

Southwesterly along a curve to the left having a radius of 15.00 feet, a delta angle of 87°38'44” and an
arc length of 22.95 feet to the point of beginning.

Meaning and intending to describe Adelaide Avenue (proposed public street) as shown on plan entitled
“Consolidation/Dedication Plan, Adelaide Avenue, Nashua, New Hampshire”, Record Owners: Kirkpatrick
Family Trust, William R. Kirkpatrick, il & John E. Kirkpatrick, Trs., William R., ll & Jane M. Kirkpatrick and
The Heirs of Mary Elizabeth Kelly, Willlam R. Kirkpatrick, Jr, Dorothy Eccles & Ruth Walker., prepared by
Hayner/Swanson, Inc., recorded in the HCRD as Plan #38511.

Also shown on plan entitled “Street Acceptance Plan and Profile, Adelaide Avenue, Kirkpatrick Village”
prepared by Hayner/Swanson, Inc., and on file at the City of Nashua Engineering Department.

PETITIONS/ STREET ACCEPTANCE:
bolas? 1) } AA

¥ bot
I
DATE PETTIONER

i, certify that | have received a mylar showing the limits of the street to be accepted and that said street
has been constructed in accordance with the approved plan.

ol 19 log Vaedleen

DATE CITY ENGINEER

Petitioner introduced at Board of Aldermen Meeting

Public Hearing conducted by the Committee on Infrastructure:

DATE TIME PLACE

Notice of this hearing was sent out to all abutters of that portion of the street for which acceptable was
requested, as listed on the attached list.

The foregoing petitions was granted, by the Board of Aldermen and Mayor on

DATE

Attest:

DATE DEPUTY CITY CLERK

MAP SH LOT 13

MAP 54 LOT 14

1o

WEST or
PEC AIS
VE EL

DRIVE

MAP 54

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Fin15.00°
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LOT 22

OPEN SPACE

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SEE SHEET 3 OF 4
FOR PENDANT LANE

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RASEUA

APPROVED
NOIWEERING

ADELAIDE AVENUE

UTHTY NOTE

Bg unbenceeko tnnEs DEACTED HEREON MASE. SEDY LOCATED FCM

OHS OF THE UTILITIES,

‘400,

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BIRCHWOOD _ORIVE

TA eros =

Taito. _ di INTERSECTION...

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STA 132 (154
BRT ers

is,

EE SHEET'2 OF 4

SEE SHEET 2 OF 4

MATCH LINE

~ LEGEND

EXISTING GROUND CONTOUR
EXISTING SPOT ELEVATION
STORM DRAIN & CATCH BASIN
STORM BRAIN fe MANHOLE
STORM DRAIN & HEADWALL
SANITARY SEWER && MANHOLE
SANITARY SEWER SERVICE & CLEANOUT
WATER MAIN & HYDRANT

WATER MAIN & GATE VALVE

WATER SERVICE CURB STOP

GAS LINE 4& GATE VALVE

UNDERGROUND ELEC/TEL/CABLE TV
TRANSFORMER PAD

TELECUMMUNIGA TIONS d ELEC PEDESTALS

Nae

IRON PIN
HAINLINK FENCE
S=== SLOPE GRANITE CURBING
VERTICAL GRANITE CURBING
RIPRAP / STONE

CENTER UNE STATIONING
RETAINING WALL

PLAN REFERENCE: :

SUBDIVISION PLAN, ADELAIDE AVENUE, NASHRIA, NEW HAMIBSHRE, PREPARED FOR

ETCHSTONE PROPERTISS, (NC., RECORI

TIRRPATRICK, 18 JORNE MKPRTRICK. TRS LLIN

[HEIRS OF UARY ELIZABETH RELLY, WALLAM B KIRKPATRICK, JR., OOROTHY ECCLES & RUTH
R, SCALE: 1" = SU, DATED: 25 MARCH 2015, REVISED 08/10/15 AND PREPARED BY THS

oreice
RECORDED: HCRD PLAN No. 285

“NOTES:

1. “THE EXISTING PLANIMETRIGS AND TOPOGRAPHY, AS SHOWN ON THEBE PLANS, IS BASED ON AN
ACTUAL FIELD SURVEY MADE ON THE GROUND BETWEEN JANUARY 2076 & SEPTEMBER 2017
2 PURPOSE 06 PLAN.
TO SHOW THE AS-BUILT CONDITIONS OF ADELAIDE AVENUE AND PENDANT LANE,

MADE PROUEETION: NH STATE PLANE
VERTICAL DATUM: NASHUA CITY DATUM UNITS: US SURVEY FEE

4 LOT NUMBERS AEFER TO THE CITY OF NASHUA ASSESSOR'S MAPS 54 AND 58,

FROM THE FLOOD INSURANCE RATE MAP(FIRM), HILLSBOROUGH OF NASHUA,
Fa SGuMMONTTY No, 30007, PREPARED Dv WE CEUGHAL EMERGENCY MANAGEMENT AGENCY.
MAP NUMBERS; 9207100511 & 390190512, DATED: SEPTEMBER 25, 2008.
MUNICIPAL SEWER
PIPE LENGTHS ARE MEASURED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF
‘STRUCTURE,
a ALL MONUMENTS SHOWN AS SET WERE SET BY THE OFFICE.

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atone aw

jee irene CER
TREET ACE GaNCE PLAN & PROFILE
Robe Abe AMENUI

KIRKPATRICK VILLAGE

NASHUA, NEW HAMPSHIRE

REPARED

ETCHSTONE PROPERTIES, INC.

179 AMHERST STREET NASHUA, NEW HAMPSHIRE 03084 (eos) ees—s2a8

HORIZ. 1" = 20’
VERT. 17 = 4°

SCALE:

2 OCTOBER 2OI7

MATCH LINE

. © TEST aynectsauton, tne

Civ Heglaeers/Land Surveyors
Three Congress Streot Nashus, New Hampsbire 03062-3507
Tel (603) 885-2057 Fax (603) 883-5057

wren -haynerswenson.com

FIELD 800K: 1203 ORAWING NAME: SIZASALT PPPt 5317 4OF 4

DRAWING LOCATION, G:ASSYADWENBSI? ASHLT - area

@Hayner/Swansan. inc,

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MAP SS LOT 102

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« APPROVED
ENOINCRRING DEPT

ADELAIDE AVENUE

1o

EET ACUEP TANCE’

fp NGRANTED WILY 10} 7978)

oe) DATE Re VISION ay
TRE! ACCEPTANCE PLAN &, PROFILE
ADELAIDE AVENUE

_ LKIRKPATRICK VILLAGE

NASHUA, NEW HAMPSHIRE

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PREPARED FOR:

ETCHSTONE PROPERTIES, INC.

179 AMHERST STREET NASHUA, NEW HAMPSHIRE O3004 (eos) e89-—-5208

SEE . Ghee

NYO Sen!
SCALE: HORIZ. 1" = 20°
VERT. #7 = 4

25! oa i
LOT = ISAT | i

BO

Bo , 2 OCTOBER 2017

Asi T GRADE (DEH

Hayner/Swanson, Inc.

Civil Bugineers/Land Survoyore
ree Coagress Street Nashua, New w Hampeh ire O3062-3301
Tel (603) GB22057 Fax (603) 883-5059
rormhaynerswanson.com

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“BO + «BO a FUELO. €OOK: 1205 ORANG NAME; SSIZASSLT P21 5317 20F4
DRAWING LOCATOR, GASH APAOSS? ASELT a a

wWHayner/Swonsen, Inc,

PETITION FOR STREET ACCEPTANCE

TO THE HONORABLE BOARD OF ALDERMEN OF THE CITY OF NASHUA

Pursuant to the Nashua Revised Ordinance, Chapter 19, Section 19-34, the undersigned requests that the
following described portion of:

Legacy Drive

to be accepted for public use and maintenance:

A certain parcel of land situated in the City of Nashua, County of Hillsborough, State of New Hampshire,
bounded and described as follows:

Beginning at a drill hole in the westerly line of Middle Dunstable Road at the Northeast corner of the
within described percel; thence

§13°40'41" W by said sideline of Middle Dunstable Road a distance of 25.78 feet; thence

§12°09’40" W by said sideline of Middle Dunstable Road a distance of 89.58 feet to a stone bound;
thence

Northwesterly along a curve to the jeft having a radius of 25.00 feet, a delta angle of 90°47’55", and an
arc length of 39.62 feet to a stone bound; thence

N78°38'15"W a distance of 381.26 feet to a cotton gin spike; thence

Easterly along a curve to the left having a radius of 664.00 feet, a delta angle of 17°49'25”, and an arc
length of 206.56 feet to a stone bound; thence

§83°32’20"W a distance of 252.36 feet to a cotton gin spike; thence

Southwesterly along a curve to the left having a radius of 150.00 feet, a delta angle of 67°37'47", and an
arc length of 177.05 feet to a cotton gin spike; thence

§15°54'33’W a distance of 153.68 feet to a stone bound; thence

Southeasterly along a curve to the left having a radius of 100.00 feet, a delta angle of 107°24’10”, and an
arc length of 187.45 feet to a stone bound; thence

N88°30'23”E a distance of 320.38 feet to stone bound; thence

Northeasterly along a curve to the left having a radius of 200.00 feet, a delta angle of 65°56710", and an
arc length of 230.16 feet to a stone bound; thence

N22°34'13’E a distance of 78.39 feet to a cotton gin spike; thence

Northeasterly along a curve to the left having a radius of 275.00 feet, a delta angie of 11°12'28", and an
arc length of 53.79 feet to a stone bound; thence

N11°21'45"E a distance of 115.90 feet to a stone bound; thence

Northwesterly along a curve to the left having a radius of 25.00 feet, a delta angle of 90°00’00”, and an
arc length of 39.27 feet to a stone bound on the southerly line of Legacy Drive, thence

$78°38'15”E by said southerly line of Legacy Drive a distance of 100.00 feet to a stone bound; thence

Southwesterly along a curve to the left having a radius of 25.00 feet, a delta angle of 90°G0’00", and an
arc length of 39.27 feet to a stone bound; thence

$11°21'45’W a distance of 115.90 feet to a cotton gin spike; thence

Southwesterly along a curve to the right having a radius of 325.00 feet, a delta angle of 11°12'28", and
an arc length of 63.57 feet to a stone bound; thence

§22°34'13"W for a distance of 78.39 feet to a stone bound; thence

Southwesterly along a curve to the right having a radius of 250.00 feet, a delta angie of 65°56'10”, and
an arc length of 287.70 feet to a stone bound; thence

S88°30'23’"W a distance of 320.38 feet to a stone bound; thence

Northwesterly along a curve to the right with a radius of 150.00 feet, a delta angie of 107°24’10”, and an
arc length of 281.18 feet to a stone bound; thence

N15°54'33’E a distance of 153.68 feet to a stone bound; thence

Northeasterly along a curve to the right with a radius of 200.00 feet, a delta angle of 67°37'47", and an
are iength of 236.07 feet to a stone bound; thence

N83°32'20’E a distance of 288.53 feet to a stone bound; thence

Easterly along a curve to the right with a radius of 650.00 feet, a delta angle of 06°58'46", and an arc
length of 79.18 feet to a cotton gin spike; thence

Easterly along a curve to the right with a radius of 1098.00, a delta angie of 10°50’39”, and an arc jength
of 207.81 feet to a stone bound; thence

$78°38'15”E for a distance of 284.44 feet to a stone bound; thence

Northeasterly along a curve to the left with a radius of 25.00 feet, a deita angle of 87°41’04", and an arc
length of 38.26 feet to the point of beginning.

Meaning and intending to describe Legacy Drive as shown on plan entitled “Subdivision Pian (Map ‘B’
Lots 20 &57), Monis Farm Estates, Searles & Middie Dunstable Roads, Nashua, New Hampshire “, Record
owners: Phyllis Monis 2013 Revocable Trust, dated 8 May 2018 with revisions through 3/07/14,
prepared by Hayner/Swanson, inc., recorded in the HCRD as Plan # 38031,

Also shown on plan entitled “Street Acceptance Plan and Profile-Legacy Drive (Map ‘B’ Lots 20 &57),
Monis Farm Estates, Searles & Middle Dunstable Roads, Nashua, New Hampshire “, Prepared for:

Etchstone Properties, Inc, dated 24 January 2018, prepared by Hayner/Swanson, Inc., and on file at the
City of Nashua Engineering Department.

PETITIONS/ STREET ACCEPTANCE:

efor pe. db Fed

DATE PETITIONER

i, certify that | have received a mylar showing the limits of the street to be accepted and that said street
has been constructed in accordance with the approved pian.

1019 [ace AD. [h —

DATE CITY ENGINEER
Petitioner introduced at Board of Aldermen Meeting
Public Hearing conducted by the Committee on Infrastructure:

DATE TIME PLACE

Notice of this hearing was sent out to all abutters of that portion of the street for which acceptable was
requested, as listed on the attached list.