Skip to main content

Main navigation

  • Documents
  • Search

User account menu

  • Log in
Home
Nashua City Data

Breadcrumb

  1. Home
  2. Search

Search

Displaying 34761 - 34770 of 38765

Board Of Aldermen - Agenda - 1/23/2018 - P31

By dnadmin on Sun, 11/06/2022 - 22:23
Document Date
Mon, 01/22/2018 - 16:22
Meeting Description
Board Of Aldermen
Document Type
Agenda
Meeting Date
Tue, 01/23/2018 - 00:00
Page Number
31
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/boa_a__012320…

(4) | No individual or entity listed above has been the subject of any administrative or judicial enforcement action for a violation of
environmental statutes and rules during the 5 years before the date of the application;

(5) | All hazardous and solid waste facilities owned or operated in New Hampshire by any individual or entity listed above are in
compliance with either.

(a) | All applicable environmental statutes, rules, and DES permit requirements; or

(b) | A DES approved schedule for achieving compliance therewith.

(6) | All individuals and entities listed above are in compliance with all civil and criminal penalty provisions of any outstanding consent
agreement, settlement, or court order to which DES is a party.

(7) | All individuals and entities listed above have paid, or are in compliance with the payment schedule for any administrative fine
assessed by DES.

(8) | All individuals and entities listed above are in compliance with all terms and conditions under every administrative order, court order
or settlement agreement relating to programs implemented by DES.

Signature of the permittee/applicant certifying the above statements are true:

Permittee/Applicant Name (Print Clearly or Type) Kimco Webster Square, LLC
wn, Authorized Agent

= e, Nicholas Bro
Permittee/Applicant Signature Zot —

Date tef/u4/i?

SECTION XI. PERMITTEE/APPLICANT SIGNATURE REQUIREMENTS

The permittee/applicant must sign the following statement prior to submitting this application. All copies of the application filed
with DES must bear the permittee’s/applicant’s ORIGINAL signature. If the permittee/applicant is not an individual, an individual
duly authorized by the permittee/applicant shall sign the application.

To the best of my knowledge and belief, the information and material submitted herewith is correct and complete. | understand that any
approval granted by DES based on false and/or incomplete information shall be subject to revocation or suspension, and that
administrative, civil or criminal penalties may also apply. | certify that this application is submitted on a complete and accurate form, as
provided by DES, without alteration of the text.

Permittee/Applicant Name (Print Clearly or Type) Kimco Webster Square, LLC
Nicholas Brown, Authorized Agent

Permittee/Applicant Signature ee ee

Date pel fre

SECTION Xll. PROPERTY OWNER SIGNATURE

If the permittee and property owner are not the same, the property owner must also sign this form as follows. All copies of the
application filed with DES must bear the property owner’s ORIGINAL signature. If the property owner is not an individual, an
individual duly authorized by the property owner shall sign the application.

(1) | | hereby affirm that the permittee/applicant has the legal right to occupy and use the property on which the subject facility is or will be
located for the purposes specified in this application.

(2) | | hereby affirm that | shall grant access to the property for closure and post-closure monitoring of the subject facility and site as
required by RSA 149-M and the New Hampshire Solid Waste Rules (Env-Sw 100 - 300 and Env-Sw 400 - 2000), as amended.

Property Owner Name (Print Clearly or Type) Kimco Webster Square, LLC
Nicholas-Brown, Authorized Agent

Property Owner Signature

Date ped4/i?

Page 4 of 4 Application Form for Type | Permit Modification Rev. 10/09

Page Image
Board Of Aldermen - Agenda - 1/23/2018 - P31

Board Of Aldermen - Agenda - 5/24/2016 - P35

By dnadmin on Sun, 11/06/2022 - 21:35
Document Date
Tue, 05/24/2016 - 00:00
Meeting Description
Board Of Aldermen
Document Type
Agenda
Meeting Date
Tue, 05/24/2016 - 00:00
Page Number
35
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/boa_a__052420…

Ms. Lisa Fauteux
Director of Public Works
Division of Public Works
9 Riverside Street
Nashua, NH 03062

Dear Ms. Fauteux,

Intelligent Traffic Systems

Name:

Address:

Telephone:
Fax:
E-mail:

RFP Title:

RFP Number:
Date:

Marcus Welz, ITS CEO
Rajarshi Ghosh, ITS CFO
Intelligent Traffic Systems
9225 Bee Cave Rd

Building B, Ste 101

Austin, TX 78733

(512) 837-8300

(512) 421-6617
Marcus.Welz@siemens.com
Rajarshi.Ghosh@siemens.com

City of Nashua LED Street
Lighting Conversion Project
0609-0311116

March 10, 2016

Thank you for the opportunity to participate in the proposal process for the City of Nashua LED Street
Lighting Conversion Project. We appreciate the chance to earn your business and hope to enjoy a long
working relationship with your community. At Siemens, our goal is to provide the very best equipment,
maintenance and support in the industry; allowing your citizens and guests to have as trouble-free and

enjoyable experience as possible.
The primary contact person for this proposal will be:

Clint Schuckel, Account Manager

781-999-3008

Clint. Schuckel@siemens.com

This response represents an accurate representation of Siemens and our capabilities to the City of
Nashua in reference to your request for a turnkey project converting your current street light system to
LED fixtures, with optional smart controls installed. Siemens, Inc., Intelligent Traffic Systems presents
our team as the most qualified to expeditiously and in the most cost-effective manner provide the

following services:

e GIS field audit of all existing streetlights

e Fixture selection and analysis of wireless controls options

e Financial analysis to indicate ROI, savings and payback period details

*¢ Completing applicable Eversource incentive applications and billing adjustment submittals

* Procurement of all materials

° Project management and temporary storage of materials during construction

« Streetlight LED conversion
e Recycling and/or disposal of waste materials
° Delivery of as-built GIS layer of City’s new LED lighting system

Page Image
Board Of Aldermen - Agenda - 5/24/2016 - P35

Board Of Aldermen - Agenda - 1/23/2018 - P32

By dnadmin on Sun, 11/06/2022 - 22:23
Document Date
Mon, 01/22/2018 - 16:22
Meeting Description
Board Of Aldermen
Document Type
Agenda
Meeting Date
Tue, 01/23/2018 - 00:00
Page Number
32
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/boa_a__012320…

Type IB Modification to Solid Waste Management Facility Permit

Webster Square (Guitar Center store area)
260 Daniel Webster Highway

Kimco Webster Square LLC

Permit No.: DES-SW-TO-95-004

SECTION VI. IMPACT EVALUATION

Identify all impacts, both positive and adverse, which the proposed modification will
have, including each of the below listed considerations.

1) The effect the modification will have on facility function, capacity, life expectancy,

2)

3)

service type and service area.

Completion of the structural underpinning work will allow the building to return to
beneficial use. Imminent failure of building support columns is evidenced by twisting
and excess stress. Though the existing landfill cap will be temporarily disturbed and
then restored, the work will have no impact on the function, capacity, life expectancy,
or service of the closed landfill.

The effect the modification will have on the environment, public health, and safety.

Completion of the work will disturb the landfill cap and, potentially, the contents of
the landfill, which has previously been shown to contain asbestos waste. Further,
construction of pile caps will require work in a confined space beneath an existing
floor slab. These are the primary drivers for the environmental and safety
precautions selected for the project.

Potential releases of asbestos fibers will be mitigated through wet drilling methods,
proper management of drill spoils, work zone and ambient air monitoring, and
analytical testing. Worker safety will be ensured through a rigorous Confined Space
Entry program and worker exposure monitoring.

Subslab landfill cap conditions will be restored to match pre-construction conditions.
At the completion of the project, there will be no net impact to the environment,
public health, or safety.

The effect the modification will have on the state's ability to achieve the goals and
objectives specified in RSA 149-M:2, namely achieving a 40% minimum weight
reduction in the solid waste stream on a per capita basis by the year 2000 and
avoiding the disposal of recyclable materials in a lined landfill with a leachate
collection system.

Because this is a closed fandfill with no intention or capacity for future use, there will
be no net impact to the stated goals.

Page Image
Board Of Aldermen - Agenda - 1/23/2018 - P32

Board Of Aldermen - Agenda - 1/23/2018 - P33

By dnadmin on Sun, 11/06/2022 - 22:23
Document Date
Mon, 01/22/2018 - 16:22
Meeting Description
Board Of Aldermen
Document Type
Agenda
Meeting Date
Tue, 01/23/2018 - 00:00
Page Number
33
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/boa_a__012320…

4) The effect the modification will have on establishing and maintaining integrated

5)

waste management systems consistent with the hierarchy of waste management
methods in RSA 149-M:3 [the methods, in descending order of preference as
specified in RSA 149-M:3, are: source reduction; recycling and reusing; composting;
waste-to-energy technologies (including incineration); incinerations without resource
recovery; and landfilling}.

Because this is a closed landfill with no intention or capacity for future use, there will
be no net impact to integrated waste management systems.

Consistency with the state solid waste management plan and the applicable district
plan, pursuant to RSA 149-M:12, I(b). If necessary, contact the P&DRS at (603)
271-2925.

Because this is a closed landfill with no intention or capacity for future use,
continued presence of a closed landfill is consistent with state and district plans.

Page Image
Board Of Aldermen - Agenda - 1/23/2018 - P33

Board Of Aldermen - Agenda - 1/23/2018 - P34

By dnadmin on Sun, 11/06/2022 - 22:23
Document Date
Mon, 01/22/2018 - 16:22
Meeting Description
Board Of Aldermen
Document Type
Agenda
Meeting Date
Tue, 01/23/2018 - 00:00
Page Number
34
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/boa_a__012320…

AREA OF
PROPOSED
WORK

SCALE: 1” — 2,000’

MICHAEL'S
SOURCE: USGS LOWELL, MA QUAD

| APPROX.
LIMITS ©
IVER DR LANDFILL CAP
$
: TRADER
! H WEBSTER | "05
2 SQUARE
S | SHOPPING
05 CENTER
a | ___ PARCEL BOUNDARY am Hn 5
ce | :
y, ! : =E
yore hNY S tH Pe ! e
fe o o.
cue YEN PSs Ke, I} LOTA18 = fs" LOTA427 LOTA-1000; LOT A-19
__ = ' _!
SITE LOCUS MAP = |
Lu
a
<<
f

D

TOYS R'US

Environmental Work Plan) © =<={2"

Guitar Center "DANFORTH RD
Webster Square Shopping Center SITE LAYOUT PLAN

SCALE: 1” = 150’

N h N H hi SOURCE: “SITE MONITORING PLAN, WEBSTER SQUARE
SHOPPING CENTER” BY SANBORN HEAD
asnuda, INCW riampsnire .

cal = a P ft a ‘
ASSOCIATES, INC. (FEB. 2012), GOOGLE EARTH c Notweest
IMAGERY (JAN 2014),AND NASHUA GIS DATA. ay

DATE val a
: i : DECEMBERSS, 2017, “akimea tc
Owner: Designer Property: SRROERERY a REVEE
| Riche Asoo LA NOTE: ry Ae
Kimco Webster Square LLC Mortis & Ritchie Associates, Inc. Parcel A-19_ ; SAN AE CLIENT wa Se a Dit
3333 New Hyde Park Rd 1220-C East Joppa Road, Suite 505 256-274 Daniel Webster Highway 1. THIS PLAN IS NOT A PROFESSIONAL SURVEY AND Kimco Webster Square, TE A Kimcoo00s
New Hyde Park, New York 11042 Towson, Maryland 21286 Nashua, New Hampshire iS NOT INTENDED TO ESTABLISH PROPERTY LOCATION en DRAWNG NUMBER
Site #:198904055 BOUNDARIES. Webster Squaré Shopping Cantal 1
Solid Waste Permit #: DES-SW-TP-95-004 256-266 Daniel Websternighway

Page Image
Board Of Aldermen - Agenda - 1/23/2018 - P34

Board Of Aldermen - Agenda - 1/23/2018 - P35

By dnadmin on Sun, 11/06/2022 - 22:23
Document Date
Mon, 01/22/2018 - 16:22
Meeting Description
Board Of Aldermen
Document Type
Agenda
Meeting Date
Tue, 01/23/2018 - 00:00
Page Number
35
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/boa_a__012320…

2 NG Sucre om
¥ 7] EXCAVATION TO 36" MAX, >
=
o
9 LOCATION TYPE PILES PILE CAPS MAX DEPTH
FE INTERIOR INT, COLUMN 16 4 36"
x EXTERIOR GRADE SEAM 2 t 24"
E ai INTERIOR RETAIL
Zu SPACE
< > PERFORATED VENTILATION PIP (TYP) a EX. CONCRETE FLOOR SLAB
«§ JO BE PRESERVED —\
= 7 TF a —— To a ge Oe : 7 a qe : —
33 p43 ‘4 : 6 Gta a ; 7 - \- _ oe a -@, oy : ‘3 a ae a tg a ot oe oo 3 a ‘ : _ 4 oo “4 4 aoa et 3 - ‘@ , -
z f ; | i \ STRUCTURAL STEEL a " |
a a a per
Z SEnIMER ra | CRAWL SPACE
2 AIR INLET [ ex, STEEL COLUMN
8
5 EX, CONCRETE MASS
TT wowee INSIDE
| — CRAWL SPACE
VARIES TO 15 " -
MAX’ ae
5
BUILDING a8
EXTERIOR | BG
63
o NEW GRADE BEAM AT 2
EXTERIOR STAIR LANDING RESTORATION WITH . -
ox ASPHALT | Lo GRADE INSIDE CRAWL SPACE NEW GRANULAR FILL * ;
—— EE Se abe | | | 88 Y peu,
EXGRANULAR <No . ee : a Le saa ea AC EIR, gs . — - = |= a ra a RESTORATION WITH NEW 4
—_ Sst doasasoSSs3 RASS RRR BAAR SS AAR AAA ARRAS a: fot ed og Eee GRANULAR FL MANTAI 2°
SOS SF SAS SAN SSSA SASS OAS Aopa Pte pore ee eS MIN. COVEROVER DEBRIS”
Ce eis 74 C eC oO Ae AN in ee a ou o a oO ae a Z AO; a al a oO Ole Fa eo DSi tes oO a cq
, GOMPAGTED sURGRADE - [¢ “4 oo oo A LL NEW GRANULAR FILL! 2p 7 et fe pe ee oO 7” ADJUSTED FOR SLOPE STABILTY-~, -7 "1 “]
ote ye fo Ne “PLANNED Eiart” Le ye Oe LAA Ae Oye “SS LE ee Oe OO
ZEEE (ee wBemmte] ROVE eee Reel) EO) Pee ae © eictedeles oh
Ly nem, PILECAP “7 7 : > a, eee -
ad Seas a“ eet sag r a ex PILE FOUNDATION , a ad roy Ve cy ao EX. PILE FOUNDATION ~~ COLA
OA Oe 7” RT EXTERIOR WALL”, 7-7-7 2 ee Lee ay Lb Oe " TOREMAIN 3! (7 ee
wom ELecee) bee coe eee CELE) EEG BET Uo Fibuliuat rien ei CE Oe
Rarer, ae oe oie 7A a | Lt Atala ia
AM Res Aiea 2 |\Onh RBA ee Oe CAAA bie Vee as re
Ai [erin DAA AO OLAS AAA VA | pod Fee, OG
Sit GIy bocet eee eT CECE) bey BG =
° AN Se 7 Ze (ae). fee ‘ Rant
> AN Wal Ag nt Aig An LAE oO co C, cas ae a 1 De c divin cuir ITAL enginéerine |
fe NEW EXTERIOR NOISTURBEO OR us — STS ad oO — a oO a co : ee Pal o . XG ; ory
: ce oo e ; re,
—) =| . yes —¥ ~ Ae Aly
ADK ARAM Mit Sel Aya
MY a ‘ee en mal\e MAY. RA \\
ARAN Ai Kacey PATE a ae g
NO THS ON NR ey . | December 5, 2017: To § permita¢gection.dwg
+. FACILITY: WEBSTER SQUARE PERMITTEE: KIMCO WEBSTER SQUARE LLC bee oN APPROVED BY
PERMIT: | DES—SW—7P—95-004 TYPE; UNLINED LANDFILL aa
2. NO CHANGE TO APPROVED CLOSURE PLAN OR POST-CLOSURE MONITORING IS PROPOSED BY SUBMITTAL OF THIS APPLICATION. THE PURPOSE IS TO ALLOW LA _— ——
SHORT-TERM DISTURBANCE AND RESTORATION OF THE EXISTING CAP FOR STRUCTURAL UNDERPINNING NECESSARY FOR BUILDING STABILITY. :
3. CROSS SECTION IS NOT TO SCALE, BUT REPRESENTS TYPICAL CONDITIONS OBSERVED IN THE CRAWL SPACE WHERE STRUCTURAL: SUPPORT IS COMPROMISED. a Kimco Webster Square, LLC KIMCO0005
4. PILES AND PILE CAPS BASED ON DESIGN PLANS PREPARED BY MORRIS & RITCHIE ASSOCIATES, INC. ENTITLED "WEBSTER SQUARE BUILDING UPGRADES” ISSUED LOCATION DRAWING NUMBER
1/2i/i7. Webster Square Shopping Center
5. EXISTING CONDITIONS 8ASED ON FIGURE E~1, TYPICAL SLAB CROSS SECTION, FROM "CLOSURE PLAN, DEMOLITION DEBRIS LANOFILL, FORMER BLUE LINE 256—268 Daniel Webster Highway
EXPRESS SITE” BY GOLDBERG, ZOINO, & ASSOCIATES DATED JANUARY 4990. Nashua, New Hampshire a

Page Image
Board Of Aldermen - Agenda - 1/23/2018 - P35

Board Of Aldermen - Agenda - 1/23/2018 - P36

By dnadmin on Sun, 11/06/2022 - 22:23
Document Date
Mon, 01/22/2018 - 16:22
Meeting Description
Board Of Aldermen
Document Type
Agenda
Meeting Date
Tue, 01/23/2018 - 00:00
Page Number
36
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/boa_a__012320…

|

{7 PRAT

rl re Res

A ae ere we ba DAS EA LL
\s mate. , i +
BRS) ae. Fo Mea, oa
Sana ook Res
rane BUILDING E
29,707 SF,
eee Aled mews ee
— BUILDING F
a 28,705 8F
a ae

iy

SARL 1

——

Raney Pin EP Be Moet Tate bf Fade

TR RT ARR A

x

2

=

Bete

im
PEEL

BUILDING G TET
3u,ao5 oF. neemeenun ne
Finish Fieor = 1387 7
U =

q¢ =r

co

HE

feb © 7
ea lose naet

(Es
Pettit if

BUILDING D*
S334 SF
Firtea Finer + 90.

rg in" tha pergpnaptick? 4 A

BUILDING G ;
22,019 SFL
Flaiaa Flow = ts

{HOT IM CONTRACT

oe

weet a beh Ek
ae? dyaEA. MES Ge

BUILDING.

ATTUT TTT

“pe
Ne PNR CE
MF, SAL i

BUILDING 6
46,425 SF,
Fintgh Fede 4 me

{kot Bt CONTACT

14,478 Be, -- mere
‘Fittsh Pear» zt igi’ tds Hyde eae
sehebnetrcnfay ore rete BUILDING A”
~ i ig sq. ' B,7T4 BB,
: { firtia Toor «LE
reer mmm ' i { : : qyipte ' '
" X Ge iskie# a — ee Bae 2 tire
pre Oh LIT a bocteae
“oa ‘ 4 * de Et
eT OO TS
-_ wee Pot OP aera Re dremeastene 9 ceca ymin ere camer are center erence
qt HicaHw AY
DANIEL WEBSTER

~~

eee eee pee ans eee

Nal.

SITE REFERENCE PLAN

SGALE: Veg!» [eo"

roe

Buildings

Group
MORRIS & RITCHIE
ASSOCIATES, INC.

drehiteess, Engineers, Manners,
Surveyors, end Landscape Architeces
1220-4 Enst Joppa Road

Suite 505

Tawaon, Maryland 21286
410-921-1690

410-921-1748 Fax

Ouner/Developer

Kimca Webster Square, LLC
3333 New Hyde Park Rd, Suite (00
New Hyde Park, N¥ 11042

Nashua, New Hampshire

S6- BLOGG

226 Daniel Webster Highway

Webster Square
Building G Upgrades

svat
nw Mire,
Set

Emon Seen sm

es

“typ "Orns.
tra we

© CONTENTS COPYRIGIT 2067
MORUS AND RFECHIE ASSOC, INC.

ISSUED FOR PERMIT] t2ied/1t

NOL REVISION DATE

iFRE DRAW [ISSvED
17637.11| DS | 121/17

SHEET THLE

Site Reference
Plan

SREET NUMBER

S-0

Construction
Documents

Wilbg_PROJECTS|17600-17690\17037 - Wabster Squere\] 7637.11 - Wabster Square Bullding G Structural

12ajs20i7

Page Image
Board Of Aldermen - Agenda - 1/23/2018 - P36

Board Of Aldermen - Agenda - 1/23/2018 - P37

By dnadmin on Sun, 11/06/2022 - 22:23
Document Date
Mon, 01/22/2018 - 16:22
Meeting Description
Board Of Aldermen
Document Type
Agenda
Meeting Date
Tue, 01/23/2018 - 00:00
Page Number
37
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/boa_a__012320…

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

COLUMN UPGRADE SCHEMATIC ELEVATION

SCALE: V4" = Io"

(0 STABILIZE EX BILPING FOUN ATIONS, SHE PILE CAP iS' PLAN ON pris So ANZ
DETAIL A/S-2 FOR FOUNCATICN UNDPERFINNINS,

2. INSTALL NIDN PILE GAP ¢ PILE GAP STEEL BRACING AS PIR, COHSTRUGTION
PRAISES.

3. SHeRG EX STEML COLUMNS IN ACCORDANCE JUTH BHORINS RISCOMMERPATICNS,
Boris Buen IS yanks THE RerceBLItY oF OF THE Got

TRACT
SHALL BE SUBMITTED To
EReheER oF RECORD FOR REVIEN ©

4, RELEASE ESTING STEEL COLUMN CONCRETE MASS/PILE GAP BY
CUTTING EXISTING COLLIN ABE uate CONGRET! MASS AS PIR DETAIL

5. INSTALL NIN BASE PLATE To RELEASED STEBL COLUMH AND AKcHom To 1x
CONCRETE MASS AS PER. STALL cree.

6. REMOVE SHORINS TO RETURN BUILDING COLUMN TO SERVICE.

Il. PROVIDE SHORING TO ACH EUILGINS COLUMN TO RECEIVE UPSRADES (4
TOTAL. GRTENT OF SHORING 13 To REMOVE LOADIHS PROM BVILGIKS COLUMN
RHILE LATERALLY BRACING BUILDING COLUMN AT APPROXIMATELY FINIEH

LEVEL. BRACING GF COLUMN AT FINISH FLOSR LEVEL WILL ALLOA Fi
ERAL MOVEMENT AT BOTTGM GF CCLUMN UPON BEING 'RELE F
CCKGRETE MASS BT MEANS GH CUTTING. ANTICIPATED LATERAL MovEMENT AT
BOTTOM OF GGLUMN IS RUE TO NATURAL GOLUMN STRAIGHTENING UPGN BEING
ar GONGRETE ARD |S ANTICIPATED TO BE ON THE OROER GF I" IN
EITHER LATERAL DIREGTION. SHORING GAM BE AcHIEVEG ar BITHER OF THE
POLLOWING METHODS)

A) PROVIPE SHORING To ALL STEEL FRAMING THAT TIES IKTO BUILDINGS
COLUMH TO RECEIVE UPGRADES. SHORING GF STEEL FRAMING IS Ta
IROLUCE FRAMING AT BOTH FINISH PLOOR Ate ROOP LEVEL FRAMING.

8) PROVICE SHORING To BVILDING COLUM To RECEIVE UPSRADE AT
APPROXUIMATELT GReui LEVEL,

3, SHORING SHALL, Bil DESIGKED TO SUSPORT A VERTICAL LOAD Of 15 Kia Aner
A LATERAL LOAG OF 2 KIPS, ALL Ripci? ¢ GRQuNt LEVEL PRAMING SHAL.
HAVE A © PSE LIVISHCN LOAPING DURING TIMES Of SHRIKE,

8 PRELOAD SHOKIKS AS Te REMOVE EXISTING LOADIKG PROM BIKLGIKS COLUMN
Te RECEIVE LPoRADES,

+, SHORING SHALL REMAIN IN PLACE UNTIL ALL UPGRADES pSOe ATED oa with
BOILDING COLUM, AG STATED IN THISE GORSTRUEGTION DOCUMENTS, ARI

SUIROLRNT AL, MONITOSINS NTRS.

i GONTRACTOR SHALL ENGAGE A QUALIFIED EXVIRGHMENTAL ENSINEERY
CONSULTANT TO PROYVICE EXVIRGHMENTAL GOKEULTING AND ASEESTOS
MANAGEMENT SERVICES DURING INSTALLATION OF MICROPILES AND
EXCAVATICH FOR MEW PILE CAPS. WILCOX ¢ BARTON, INC. HAS EXPERIENCE AT
THIS SITE ANG HAS PERFORMED A SIMILAR, ROLE OH PREVIOUS PROECTS AT
KESSTER SQUARE

2. WORKER EXPOSURE AND AMBIENT AIR MONITORING SHALL BE PERFORMED.

3. THIS PROECT INCLUDES FELDINS, TEST eae, « MOHITCR METHANE GAS LEVELS
PRIOR. TO AND DURING KELDING OFERATI

Buildings

Group
MORRIS & RITCHIE
ASSOCIATES, INC.

Arciteets, Engincers, Planners,
Sunveyors, and Landscape Architects
F220-C East Joppa Rost

Sulte 505

Towioe, Maryland 21236
410-821-1690

410-821-1743 Fax

Onrier/Developer

Kimeo Webster Square, LLC
3333 New Hyde Park Rd, Suite 109
New Hye Park, NY 11042

Webster Square
Building G Upgrades
Nashua, New Hampshire

226 Daniel Webster Highway

tay,
yt EW tig,

Se
Ra

wee

Al ak

tannin

sy

“iy oH ona &
“tn tame

© CONTENTS COPYRIGHT HH?
MORRIS AND RITCHIE ASSPC., INC.

ISSUED FOR PERMIT] 1208/17

NO, REVISION DATE
FILE Ravi FISSUED
1768711] DS | TV20/47
SHEET THLE

Foundation Plan &
Uprgrade Schematic

SHEET NUMBSER

S-1

Construction
Documents

Vilhg_ PROJECTS \17600-17699\17697 - Wabstar Squera\i 7637.11 - Webster Square Building G Structurat

1252017

Page Image
Board Of Aldermen - Agenda - 1/23/2018 - P37

Board Of Aldermen - Agenda - 1/23/2018 - P38

By dnadmin on Sun, 11/06/2022 - 22:23
Document Date
Mon, 01/22/2018 - 16:22
Meeting Description
Board Of Aldermen
Document Type
Agenda
Meeting Date
Tue, 01/23/2018 - 00:00
Page Number
38
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/boa_a__012320…

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"

T
- 1
} |
MIKMUM, DESIGHED NX CORSER BAR
FoR CAPACITY OF | | ose YP EA
MicRoPILet, t i z CORNER
NIGROPILE DESIGN et
OTHERS, YF | | a6
LOCATIONS PER, yee
PILE GAP |
4AM
PILE CAP "A" ENLARGED CONCRETE PLAN
SCALE i/2" = {'-0"
Betas
TOP OF BILE CAP ELEVATICN SHALL BE 5* ABOVE BOTTOM OF EXISTING CONORETE
MASS ELEVATION (REP), SEE SECTIONS POR ADDL INFORMATION,
2. PILE CAP EMBIOMENT Pls NOT SHOWN POR GLARUTY, SEE FILE CAP ENLARGED STEEL
FRAMING PLAN FOR ADDL INFORMATION,
3. PS" IN PLAN INDICATES MIGROPILE, SH@ GENERAL NOTES FOR ADDL INFORMATION,
EMBED Fh Ever
SEE EMBED (ev)
DETAIL AVS, TYP. oa stig* mo" Io
| fy | |
&, | (ey ‘ &
A H |
T ] ~ EMBED I
aH } 7) 3
FRR YH (0)
Pe Se i woe
CORRECTION | re |
DETAIL BYS-4——~__| ! x. i i
NON BASE & |
INSTALLATION Gl2nnOe | '
DETAIL Giffen | 1 = - y 1 ®
3 “ | 4 | *
“ _a
ey | ‘| | j—
' a ! ‘
t +
lf: Peta | (4)
re nde te - ——-—*
a
EX S-O xs -0'xIl Ott | ° ot o |
TALL ecticnETe 7 | (65)
a4" THICK, ; o ti, 1
xil'=4°R 4" 4 2
PILE CAP. = + 2
~ : ' a
&, | . ClRaOT | &
+ 1

EMEED

|
|
|
’
|
©

c

PILE CAP "A" ENLARGED STEEL FRAMING PLAN

SCALED Wat =o"

Mores:
Lo STEEL FRAMING HEIGHT VARIES, SEE SECTIONS FOR ADDL INSORMATION

MICROPILEIS) MICROPILES)

4B" [to
*

MIGROPILE/S)

I+o*

7

#6"

EX 16° PILE
TO REMAIN

PROVIPE STD AGI
40° KGOK AS yf
SHON, TP:

4

oa BO'ns Oat

ALL GONGRETE
Ags TO REMAIH———,

ek

PERIMETER of
HEN 24" THICK,
nid abt

ee c

7

of) ADL P

"MIDDLE"

f
6

MICRGPILE(S)

bo

hn aR

Ta MCRCPILE,
MIGROPILE CAP %
SHALL BE (2°xi2"
MINIMUM, CESISRED
FOR CAPACITY Gf

(i) 24 CORMTR BAR
# EMBED EL, TYP EA

MICROPILE, CORD

HICROPILE DESIGN oR pepe
BY OTHERS, TYP 4

LOGATIONS PER. re

PILE CAP

ft.
_— Is
I

— KE
|
|
|

PILE CAP “A! ENLARGED CONCRETE PLAN
SEALE, V2" = |'o"
Rates:

1. TOP oF PILE CAP ELEVATION SHALL BE 3” ABOVE BOTTOM OF EXISTING CONCRETE
MASS PLEVATION (Rit), SUE SECTIONS FOR ADL INFORMATION,

2 PILE CAP EMBEOMENT PR's NOT SHOrx FOR CLARUTY, SEE PILE CAP ENLARGED STEEL
FRAMING PLAX FOR ADOL INFORMATION

5, ‘Pat IN PLAN INDICATES MIGROPILE, STI GERERAL KOTES FOR ADEL INFGRMATICH,

V3 3" alo" io"

méacp IE

9
ne - oes im fe eee He
Sih (INSTALLATION

info 6) Lo) 4 as SHORE

|
ino

SEE NEV BASE ff
IRSTALLATICN
DETAIL Gis

:

o
-j-- -—- —
baad

o

I2420.7

—_—-—-—5
EX BuO oat et
ETE

TALL CONCRE:
MASS To RIMAIN-—,

Si L6 IRSTALLATION
fate 5) AS SHOWN
ON DETAIL BAS-4—--~]

&

PRUMETER of ~ i
|

—.—---|
3
re
3

be

410"

REA 260" THICK
EA mah"

PLE “wo

fe

vero

|

|

|

|
ee

|

|

|

|

«|

|
©)

PILE CAP "B" ENLARGED STEEL FRAMING PLAN

SCALE: f/2* = I!

Morea:
I, STEEL PRAMIRG HEIGHT VARIES, St SICTIONS rom ACD L INFORMATION

EX POST —4

Ww:

EX Bod
CONCRETE
FOOTING:

ELAN VIEW

< rs

\ mercuen PLE
oar

SRGUT, FILL ALL VorDS:

TOP OF HEH ap
PILE CAP SLE
—_;

PROPOSED £0!
UNSERPINNINS: 6.
BOT UHPERPINNIHS TO JADISTUREED
ALISH BOT PROPOSED SO, TF
EXCAVATION:

SECTION VIEL

UNDERPINNING AT EX COLUMN

SCALE HTS

LNG STORASE/LIVE LOADING (© PSF) IS PERMITTED iN HAREHOUSE STORAGE AREA
DURURG UNDERPDHIKe AITHIN HATCHED ZONE SHOrt ON PLAN (STE Drie fi),

2 EXGAWATE AND RK GHAGRANT "AT RET, ALLGA Seene te we

PLACE PIOERA)
pret MINIM COMPRESSIVE STRENGTH CF BOoo Pst
ae Eee AND? PLAGE USSEREINKING GUADRART "EB" SECGHD, ALLOW

qT
EXCAVATING ron 4 ated CONCRETE POR PROPOSED PILE CAM,
3. THE CONTRACTOR JILL Be Bes ee 19 SAFELY SUPPORT AME? MAINTAIN ADIACENT
PROPERTY TLE. TURES,

ANU? ABUTTING

r,
BEFORE PROCEEDING

4. CONTRACTOR SHALL USDERPIH ALL EXISTING STRUCTURES THAT HILL BE WOERMINED

BY NON FOROATION EcayvAn

RETIBG OF THE

s
ORS, VNOERPINNIKG SHALL BE PERF
OF TRENGHING. EXCAVATION AND
PERFORMED tH ALTERNATE S2CTIONS OF I'-G* Max,

URDERPINNING PITS SHALL BE

IM FEETH,

8, THE CONTRACTOR SHALL PROTECT THE UOERPINNING PROM BEARING PUASHOUT.

6. THE ConiyRad: SHALL LOCATE ALL UTILITIES IN THE AREA OF iene AnD
OLCUR TO ANY UTILIT
1S REGUIRED Yo REPAIR YHE DAMAGE To THE SAMSEAETION 2 OF THE
EXPENSE.

TOR
PREVENT DAMAGE ‘Ta
GAMER AT His Onn

THE CONTRACTOR SHALL IDE ALL TEMPORARY BRACING AND SHORINS REQUIRED
TO MAINTAIN THE STABILITY OF THE EXISTING STRUCTURE DURIRS CONSTRUCTION, THE
TEMPORARY

DESIGN OF BRACING AMD SHORUNG IS THE CONTRACTORS
RESPOMIBILITY.
6. THE CONTRACTOR SHALL MONITOR THE EXISTING STRUCTURE DURING GONSTRUCTION.

IMMEDIATELY NOTIFY THE ENSINEER OF AREAS EXHIBITINS DISTRESS OR PAILURE.

Buildings

Group
MORRIS & RITCHIE
ASSOCIATES, INC.

Architects, Engineers, Planners,
Surveyors, end Landscape drckitects
1220¢€ Enst Joppa Road

Suite 505

Tawaoa, Maryland 21286
4EG-320-1690

490-821-1748 Fax

Ouner/Dereloper

Kimco Webster Square, LLC
3333 New Hyde Park Ro, Suite 160
New Hyde Park, N¥ 11042

B le
a
“328
Sm | cos
S ool a
=
om o =
— ep||=
Dea ied
rot om = Sle
oo lee |
pt | od |B
S'S | <2 |
mein
Na al
a
B
g
5

ISSUED FOR PEAMIT| 12/05/17

Ire DRAWN [ISSUED
17637.11]) DS | 11/21/17

HO. REMISIOt DATE

SHEET THLE

Enlarged Pile Cap
Plans & Detail

SHEET NUMGER

$-2

Construction
Documents

VaAbg_PROJECTS117600-17599\8 7637 - Webstor Squace\i7837.11 - Webster Square Bullding G

12/5/2017

Page Image
Board Of Aldermen - Agenda - 1/23/2018 - P38

Board Of Aldermen - Agenda - 1/23/2018 - P39

By dnadmin on Sun, 11/06/2022 - 22:23
Document Date
Mon, 01/22/2018 - 16:22
Meeting Description
Board Of Aldermen
Document Type
Agenda
Meeting Date
Tue, 01/23/2018 - 00:00
Page Number
39
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/boa_a__012320…

EX CONCRETE EA CONCRETE
MASS MASS

Buildings
Group

() MORRIS & RITCHIE
ASSOCIATES, INC.

Ex BUILDINS COLUAK, NOTE THAT APTER EX BULDINS COLUMN, NOTE THAT AFTER | Architects, Engineers, Planners,
RELPASE AND REINSTALLATICN, BUILDING _| A___ AKG REIRSTALLATICN, BUILDING _ Survtyors, and Landscape Architects
SOLUMM MAY NOT BE CENTERED ON EX COLUM LAT te ERED? GH EX .
GGHGRISTIE MASS setnsinenrnctectntmmenrmnrrnm, | CONCRETE MAGS ' 1220-+C East Joppa Road
™ | Sulte 504
Towson, Maryland 21286
Set REA BASE SEE NOK BASE TE | 410-821-1690
PETAL cnet Beret eagon | 410-821-1748 Fax
|
st Ep6e ps Fe a 5! EDSE 4? POSE, woe BES "EDGE
DISTANCE 4 NG T 7 DISTANCE PISTAHSE 4 A t 4 GISTANCE
1 : t ‘ : ‘
t
| E- A | JOP GF EX CONCRETE ch TOP OF EX CONtRETE | St : | OwnerDeveloper
FET SRE ay. es Bey inet a ot Kimco Webster Square, LLC
. | | : | 3333 New Elyde Park Be, Suite 100
' 1 i 1 t 1 i . eo . New Hyde Park, NY 11042
PROVIDE "x 2)" LONS | | | | | , [=
(Sater cat ee i. t PROVICE th'tx 25" LONS HORIZONTAL, “ wy ‘
HOLES, TYP AT ARSHOR, a $ : : SLOTTED HOLES, TYP AT ANCHOR : ‘
RODS ADJACEMT TO FOGE. ~ : . REGS AZUAGENT TO EDGE, INSTALL | |
INSTALL ANCHOR AT CENTER: a ch 7 PONDER (2) We HILT BAG RODS ANCHOR AT CENTER GF LONS SLOT: } i oor (e} "@ Se
: ADHESIVE, “ 2 ILTI HIT HYZOO SVE,
IZ FRAMING, PROVIDE SHINS OR | : EMBEDMENT, SPACE AS SHOAN, C12 FRAMING, PROVIDE SHIMS ott . oR ‘ EMBEDMENT, SPACE AS SHOWN,
SRO To ENSURE iz 16 Tit | | TP AT EA Gia GROUY TO ENSURE 12 16 Th a i . : TYP AT CA ci2
CONSRETE, a ASAT! CONCRETE ' 1
| : “A Jot sar Pans: Fie woth scx nit orace " | . | ; | a iy oar
SEE TYP BRACE | fe is E i ob ge
CORNEGTION DETAIL BS KAN I | ' Tr S85 BRACE, TYP CONRECTICN DETAIL BVS—4 ' i
. : :
4

PROVIDE i4' ST
HOLES AT INTERICQG?

PROVIDE A'e STO
HOLES AT INTER
ANCHOR

SIM io IRSTALLATICN
(rif Th) AS SHO

: OM DETAIL BS
PROVIDE i4"@x 26" LONS

HORIZONTAL SLOTTED
HOLES, TYP AT ANCHOR
RODS ADJACENT TO EDSE,
INSTALL ANGHOR AT CENTER,

SIM IP INSTALLATION
info L6) AS SHOE
GH DETAIL BA4+

PROVIDE Vetox 2" LOKS HORIZONTAL
HOLES, TYP AT ANCHOR:
RODS ADJACENT TO SOSH, INSTALL
ASCHOR AT CENTEM OF LONS SLOT

EX CONCRETE MASS

Nashua, New Hampshire

Webster Square
Building G Upgrades

226 Daniel Webster Highway

HSt5xS BRAGE,
NOT SHOWN pew
: ” FOR CLARITY, TP Ex
: HSS BRACE, TP
. - a 3 : L Z
. 3
” a ena Es
2
: 3
t : . “’ o
Z Het 4
- i of a
: ai CORNER, BAR, TYP roc a Por 2
ADDL BOTTOM 4 ‘ FOE EX POST 1
POUR MINS ABOVE BoTTOM op = SEE EMBED ™\ BARS, TYP : fot 5
: " EX CONS TO PROVIDE DETAIL A/S-4, TYP. —™* . 4 rE
ae . ROR HIN 3° ABOVE BOTTOM OF PRESEUREAEAD TO IKSURE SOLID o a . oF
« TO INSURE SOLID BEARING BENEATH CONG, A 5 a TOP BARS: i :
: 3 CONS, TYP, . By % RP "E
. * n Lia S 4 : a
" = PILE CAP R
r Er Et iy
ad ‘Ss ify
E . ry > BOTTOM oF Hx ; 7 a > z TT hg Me ta tng
4 da4 | a o 7
=
a . . * « . a
‘ Set “Vd an 4
| ode ee ee of PES . sl s «6 ‘*@ 6 “i Teseee ot ty eS 3
. : TOROn MEROPLE CAP. un ® "te Bron, Oe &
— i ere Eee Me : T ; : T
a AOE ELEV ~2' Gey -2s : as a : ra “iran 3
a . wets BOTTGM ot Ker PLE PLE = : 2
- — - ; : Br ney caer ae :
BOTTOM BARS, TYP. | Ploendn rig’ss nid : * : ! ‘
| : : |
ar are ee = a a OU he eat oe Wenor ILE i) "4 7
MINIMA, DESISHED FOR | Nef. EX PILE Te REMAIN } MINIM, DESIGNED FOR, | EX PILE Tet REMAIK ed | © CONTENTS COPYRIGUT 2017
CATE OF MIGROE LE, 1 ; CAPASITY OF MICRGPILE, : = i MORRIS AND RITCHIE ASSOC, LIC,
honor OTHERS, ' MICROPILE DESIGN BY OTHERS, !
THP 4 LOCATIONS L Ace L. a L TYP 4 LOGATICNS | eo | te" I ISSUED FOR PERMIT) 15/7
a 7 4
(.\_TYPICAL PILE CAP SECTION (2 \_PILE CAP!
S-2 SCALE, 3/4" 2 og" \e2/ SCALE, S/t" a [-O"
Re. REVISION DATE
FILE DRAWN [ISSUED
17637,11 LAWIT

SHEET TILE

Pile Cap
Sections

SHEET NUMOER

S-3

Construction
Documents

PROJECTS\17600-17090\17837 - Webstar Square\17537.11 - Webster Square Building G

Iafseort

¥:

Page Image
Board Of Aldermen - Agenda - 1/23/2018 - P39

Pagination

  • First page « First
  • Previous page ‹‹
  • …
  • Page 3473
  • Page 3474
  • Page 3475
  • Page 3476
  • Current page 3477
  • Page 3478
  • Page 3479
  • Page 3480
  • Page 3481
  • …
  • Next page ››
  • Last page Last »

Search

Meeting Date
Document Date

Footer menu

  • Contact