Board Of Aldermen

Board of Aldermen — 01/09/18 Page 2

MOTION BY ALDERMAN WILSHIRE THAT ALL COMMUNICATIONS BE READ BY TITLE ONLY
MOTION CARRIED

From: Michael A. Joseph
Re: Resignation — Citizens Advisory Committee for Community Grants

MOTION BY ALDERMAN WILSHIRE TO ACCEPT AND PLACE ON FILE
MOTION CARRIED

From: Patricia D. Piecuch, City Clerk
Re: NRO 5-6, Compensation

MOTION BY ALDERWOMAN MELIZZI-GOLJA TO ACCEPT, PLACE ON FILE, AND WAIVE
THE PROVISIONS OF NRO 5-6
MOTION CARRIED

A regular meeting of the Board of Aldermen was held Tuesday, January 9, 2018, at 7:30 p.m. in the
Aldermanic Chamber.

President Brian S. McCarthy presided; City Clerk Patricia Piecuch recorded.

Prayer was offered by City Clerk Patricia Piecuch; Alderwoman-at-Large Lori Wilshire led in the Pledge to the
Flag.

The roll call was taken, with 15 members of the Board of Aldermen present.
His Honor, Mayor Jim Donchess, and Corporation Counsel Steven A. Bolton were also in attendance.
REMARKS BY THE MAYOR

D\ THE CITY OF NASHUA “The Gate City’

Financial Services

Purchasing Department

January 11, 2017
Memo #18-070

TO: MAYOR LOZEAU
FINANCE COMMITTEE

SUBJECT: CONTRACT FOR LEAD PAINT INSPECTION, RISK ASSESSMENT & CLEARANCE
SERVICES (VALUE: NOT-TO-EXCEED $150,000)
DEPARTMENT: URBAN PROGRAMS FUND: HUD LEAD GRANT

Please see attached communication from Carrie Schena, Urban Programs Department Manager,
dated January 10, 2018 for information related to this proposed amendment.

Jim Donchess

Mayor « City of Nashua

To: Board of Aldermen

From: Jim Donchess

Date: 1/18/18

Re: Communication — Contract for Lead Paint Inspection, Risk Assessment & Clearance Services

Pursuant to NRO § 5-74 (B), which states that a contract that extends from the current fiscal year into
succeeding fiscal year(s) in which no funds have been appropriated nor otherwise designated for this
purpose shall be approved by the full Board of Aldermen before the contract shall become binding on the

City.

SIRIVRAL NoTES:

RULES cotrs
A ALL CONSTRUCTION

SHALL CONFORM At!
«© THE INTERNATIONAL BUILDING cone fite-noce) AND ALL APPLICABLE
SUPPLEMENTS.
+ MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCET-Os}.

BIN ADDITION, ALL CONSTREGTION SHALL CONFORM KITH THE GOVERNING LOCAL BUILDIKS

Desion Lea
A. THE MINIMUM DESIGN UNIFORMLY PISTRUBUTED LIVE LOADING FOR ALL REA FRAMING:
SHALL BE POLLO:

GROIN LEVEL FLOOR: loo PSF
ROOF 20 PSF

GOOUPARSY GATEGORT: Ir

G. SNGA LOAD DESISCH DATA,

a

14a

Weft

p—ISSTALL HEA CONCRETE BEAMS @
MIGREPILES. BEAMS SHALL BE
INSTALLED TISHT TO UNDERSIDE OF
BX CONCRETE FAD

SOMOLISH £ REMOWE EX 5 -d'.6'-o"
CGHLRETE PAD, OBSERVED To BE
SETTUNG (THICKNESS TO BE FIELT
CONFIRMED), @ INSTALL REA B* THICK
x S'" x #8" CONCRETE PAP (TO
MATCH EXTENTS of EX PAD

REPAIR EX PHL Pon CRACK PSING
Epoxy ALL THER
STAIR REPAIRS ARE

€ MICROPILEYS}

GRADE BEAM

=x

a, oe TE I
‘a te a) 4b 4" yar
Jeraiatak Hemaracot hot
DMGED ©. i } EMBED | js
‘ a [a “Eo a i h
| Uy, Buildings
HSTEL PRIOR To CUTTING COLUMN EHORINE
toe 4 | Se - | — i Jo" Gap, TOP EA EHD OF 212 MOST BE PROVIDED AND INSTALLED AS Group
xia 10 i 4 a —_——— r= DESCRIBED IN THE COLUMN BHORINS NOTES COL & EX COLUMN
not 4 ORO" : PRAMINE TO EDGE OF CONGRETE OH DRAINS Se] z
ee Bee | ne 10 Gee oF . og PEAEE MORRIS & RITCHIE
CENTERED oot fe anf C12 FRAMING . , ,
Bee Et—| fi ' ever E-——| ~

EX CONCRETE EA CONCRETE
MASS MASS

Buildings
Group

() MORRIS & RITCHIE
ASSOCIATES, INC.

HIGROPILE(S) MICROPILE(S)

ror #8

SO" Mooi ae STP Aci
BHORM, a

MICROPILEYS)

a8"

{2 ADGL #8 BOT

en x oe "xi eo"

PERIMETER OF
BEM 24" THICK
al|"—#"2

PILE CAP.
ON

SEE SEMAL,
ROTES FoR
REQuRE
MIGROPILE
CAPACITY, TYP

re |

TEX f6°e PILE
TO REMAIN

HEF HICROPILE,

HICROPILE GAPE

SHALL BE I2'xta"

GP oa

isi a" iI"

NO STORASE/LIVE LOADING

BUILDING G: FOUNDATION UPGRADE PLAN

SCALE: Syaz" = Ia"

ELE CAP AY
PHS S-2

TOP OF EX

eee vas

ai

a,

te

BX RUGS PRAMIRS

TOP oF EX
FINISH FLOOR 4

EEX Stic PLicast
PRAMNG

{ER BUILDING COLUM

EX PILE GAM ENC ASED
fH CORCHRETE MASS

HEN PILE CAP 4
BRACING

“EX PILE TO REMAIN INSTALLATION OF Rin
HEH MICROPILES, PER PILE GAP, DO NOT
PILE CONTRACTOR, TYP OVER EXSAVATE, TYP