TR-2012-60 CPA FOR BORGATTI FIELD ,w--- ----y .
�� _ o CAP �3,�,9�� �_��y
_ _ - ----�---�. � - -- II -
TR-2012-60
A RESOLUTION AUTHORIZING THE COMMUNITY PRESERVATION COMMITTEE TO SPEND$23,992,79 FOR
THE BORGATTI FIELD RENOVATIONS
(Sponsored By: Community Preservation Committee)
WHEREAS, the voters of Agawam chose to form a Community Preservation Committee; and
WHEREAS, the Committee has recommended that $23,992.79 should be expended for renovations of
Borgatti field consisting of removal of the dilapidated bathroom building and replacement with a larger
ADA compliant building which will house restrooms, storage and concessions and connection to an
existing irrigation system to add irrigation to the outfield grass area on both field; and
WHEREAS,the funds will be appropriated as follows:$23,992.79 from the CPA Open Space Fund.
WHEREAS, a Community Preservation Project Application was submitted November 19, 2012 and the
Committee has recommended the funds be appropriated for the proposed project as described in said
Application.
WHEREAS, the expenditure will provide an ADA compliant structure as well as preservation of the.grass
areas; and
Q o
NOW THEREFORE, BE IT RESOLVED BY THE AGAWAM CITY COUNCIL that the Community Prese r&tio$�
Committee is authorized to expend up to $23,992.79 from Open Space Funds for the Com�w' ni§ r==
Preservation Project entitled "Borgatti Field Renovations" in accordance with Massachusetts (Znerff r`—
Law 44B, Section 2. 3�
DATEb T H15 �Y 0P.-tAAuyw)!, �Ot3. no
PER ORDER OF THE AGAWAM CITY COUNCIL ,. -q
w �
ry rn
Christopher C.Johnlvn, President
b �r7-�-
AP ROVED AS FORM AND LEGALITY
Vincent F. Gioscia, City Solicitor
YAW
APPROVED
Cheryl St.JohijAuditor
V
MAYORAL ACTION
Received this day of , 2013 from Council Clerk.
Signed by Council President this day of , 2013.
APPROVAL OF LEGISLATION
By the powers vested in me pursuant to Article 3, Section 3-6 of the Ag �n Charter, as
a nded, I ereby approve the passage of the above legislation on this day of
2013.
Richard A. Cohen, Mayor
DISAPPROVAL OF LEGISLATION
By the powers vested in me pursuant to Article 3, Section 3-6 of the Agawam Charter, as
amended, I hereby veto the passage of the above legislation on this day of
2013 for the following reason(s):
Richard A. Cohen, Mayor
RETURN OF LEGISLATION TO COUNCIL CLERK
Returned to Council Clerk this O day of , 2013.
F AG�4
Town of Agawam
Interoffice Memorandum
Date: December 3, 2012
To: Vincent Gioscia, City Solicitor
Cc: Barbara Bard, Cheryl St.John
From: Jennifer Bonfiglio
RiE: CPA Application
Enclosed is an application for Borgatti Field renovations. This application was recently
approved by the Community Preservation Committee and will be recommended to the City
Council for approval. The CPA committee has recommended a $23,992.79 appropriation
which will be funded through the CPA Open Space Fund.
A resolution will be needed so that this may be included in the packages and placed on the
next Council agenda.
Please let me know if you have any questions or need any additional information � C
c� acs
Thanks You,Jennifer r ��
3rn
D 3�
>-CD
49
'T1
Cn n
O r„
1 COMMUNITY PRESERVATION
PROJECT APPLICATION COVER SHEET
Project Title: Botgatti Field Renovations
Project Summary: Remove existing dilapidated bathroom building and replace with a larger ADA
compliant building that will.house restrooms, storage, and concessions. Connect to existing irrigation
system to add irrigation to the outfield grass area on both fields.
Estimated start date: September 2012 Estimated completion date:May 2013
CPA Program Area (check all that apply):
❑ Open Space ❑ Historic Preservation ❑ Community Housing ® Recreation
H: Applicant/Developer Information
Contact Person and or/primary applicant: Aldo Mancini
Organization(if applicable): Agawam Men's Softball League x
yr?
C en
Mailing Address: 482 Southwest Street, Feeding Hills, MA 01030 �n
Daytime phone#: 204-5711 Fax #:
E-mail address: manscruffy@comcast.net
Ln
'r
Project Manager: Aldo Mancini
Total budget for project: $3_,Q9
CPA funding request: $
Other Funding Source:A awam Men's Softball League
Applicant's Signature:
Date Submitted:
A TOWN OF AGAWAM
/FF •I'
1,
PERMIT TO CONSTRUCT DWELLING
App. Date: 11/05/2012 Issue Date: 11/13/2012 Permit#: 12-000655
Appii,cant.Information :, " . t::, �Y:_ - .,O wner'"Inforo�gtion ;>;� z'
._ s
Name: ;TOWN OF AG,4WAM - �5 rr_•
f�.; a r aq i �r r >i Name:
a�i--,..�».....a r,.-.....K.»�.w�-.,.. - . .,+:"s^..r• .,sK,. .3.'..r;�;iwY.«:�t;L ..,rf..A. �. 'S� � W-�r..
Address: 36'MAIN STREET �,t`, �- r �1�y y,`i3 Ta,' Address:
=AG'AWAM, MA 01001 1837.�ly' "a^ x` f` �' 14GAlIVAM Mq 01 a01 1837 -3� :r= s
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�'�.r�a'��.�.� ���•�u,.�4w>"�1.t`��'��x��; '!��9� �TyK.yS�^'�!'+k�' ,:'� e }F`4%�'7'"'�����°���.�j` -'�
Phone# iwr,' `w" ti Phone# FF� sa'°ram�t.
7 }.-w 15''-�°4i a -art'i r + r '1'�-'N vi r[1r.i i s Fn. - i F•�r.ff .� s ''t 3 c
r +'Location Infoi`rriation _ ,�„`X.3 a` ,.�fi4. rN of �C,bristriiCtion Detailsx
Parcel lD L6 512 ,
Project Type
e: oinmercrai�
�.l.S.�'".if.2nT.w �i�ti`Y»"ael.n7fi�CE.s?;�� s��sw`,xi;y e.�wJ1�"fC'}&Cai,.£i5'�r�.rr:�.ifi3.-�=sa.A,1.33== i:.F...:31i•���k!ti
Street: 'RIVE R`RD;ia +� � {.,� ' '�� �` :x Const, Type
a �!aI
Location: 1RIV�R RD,
T'"'° "� Building Type: AilditionlAltetatfon;c
4M `Rj - er r RZI,- ,_� 9 YP
�,{,�* •t'k: .trG,tr�! ts+"c``S.7.. 7• � �',sd E.. ,�"r^f - l r• F- t 4" K e r�,. a.�;�i J
.��..�.�.,��n .,.�Y :�..���. �•���,���s�� r ��;." '��Nature DfWork s :� .,�.� � + w�:�.
Constructta�20'x24`�'bathroom concession span �and;stora e bluldl�ig�at Borgattl1 iEl; �'�� � �' � , �
�" '*�+fw.�{" r -- F.IY .a�,"i S`IF -.�aRi.-�w1 Y-..- r.w. ,�. �-� F. � ar. 3&.6' 4 J�'�e �"' *ui? ,..�!� c'R,,,��,Y,�(s t + < .1✓. -1
�i`�ated,�Cost 2�0 OOQ'�� 'one• M �.p'� £"r '°�s,�k:�� ``�;3��a�'i ti� �e � n. "� :�f �'�Er'�Ziilti�'�iy at��",'�:�Sf r
/�......i.n.x.. ..�....s..Y-� .7M..a... ,�a.w:.y-.s'*GSi� '�f�y�,,�Y�.riAiz�n�l�?A.31t�x✓tC!C�rrz's�roF����4.t��.�4.�,wfiLS..- �lw-.ate
THE FOLLOWING CONDITIONS ARE A PART OF THIS PERMIT:
hT r�; s�sY Sf'yr- .t?'�:P•'Y Fes:?-, N rv' f •w r.. �3 r.� t- .,�.. r r- ,i..y.«w- .o r i - u T =" .j- 4,..'s.1'.
lr �¢' 1���'iP-x�' r'f�w•.eF�.q�.ty,-ir@y '�y'�oir7��'�31�` H�j.ri.�^�`�'"+LF. - F". 5 ;�,,,�. �y �r„xrr;�t�4r_Sfti t Y�.�.5��-�i'# � re.-.3yyd hia
kg��'t�r F �'zit P '�� ,7ti its�`t"iL � Y �i�..�J' i e w{�_fik..`J4�"� �,,.-� C ,arA �r � - � r s �t�".`�/t"�,:!�-� t�FS�_£�'o."'���- r•s.ciw�1��'r�"i'i {�
'4�LFF � ,� #`� i �.� t s`,,.`�A v 4, ;, - � ,4. .t•`�.-�7 ti'e�-.�' ��,7.3�• q"r:+r s {-- r �-
�"dwt�><,C.'�,..�.7�..m.a..,.
Building.Inspector
a
O FOUNDATION(Geftm
O ELECYRICAL ROUGH
❑ALARM ROUGH
0 PLUMBING ROLF=
0 GAS TEST
O FRAMING(a4terei"
13 PRESSURE TESTADUC1'1 -
El INS U LATION
❑PLUMBING FINAL
O ELECTRICAL FINAL
C)GAS FINAL
CI ALARM FINAL
El SMOKE DETEMRS
O CERTIFICA1E OF 0CCU&J=
CPA Request
Construction Materials Cost per unit #of units Total Cost Comments
Primer 26.96 6 $161.76
Paint 37.06 12 $444.72
Tile $3,755.00
Rolling Steel Concession Window Door 1900 1 $1,900.00
Rolling Steel Service Door 2600 1 $2,600.00
Roof Ridge 15.87 3 $47.61
Rooring Screws 15.91 4 $63.64-
Plastic Electrical Conduit 3" 13.25 13 $172.25 10' Lengths
Plastic Electrical Conduit 3" Elbows 8.94 3 $26.82
Plastic Electrical Conduit 2" 8.63 2 $17.26 10' Lengths
Toilets 200 2 $400.00 1 mens, 1 womens
Toilet Flanges 12 . 2 $24.00
Sinks 60 3 $180.00 1 mens, 1 womens, 1 concession
3 bay sink concessions 270.73 1 $270.73
3/4" Copper water line 20 5 $100.00 10' Lengths
1/2" Copper water line 10 4 $40.00 10' Lengths
Assorted Copper fittings $200.00
Handicap rails for bathrooms 2 40 $80.00 1 mens, 1 womens
Hot Water Heater 1 259 $259.00 10 gallon
Concrete footings $500.00
Concrete foundation $1,000.00
Block walls $2,000.00
Sidewalks $500.00
Steel Roof Panels $700.00
Doors $1,800.00 Purchased through TOA Building Maintenance
Roof Trusses $1,250.00
Miscellaneous $2,000.00
Subtotal Building Materials $20,492•79
10%contingency $3,500.00
Total CPA Request $23,992.79
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P Allied Flooring And Paint
0 350 Main Street
M Agawam MA 01001
Phone: (413) 233-3104
Fax: (413)233-3111
Number Date Page
Quotation 00170376 11/10/2012 1
S
0 AGA
L Town Of Agawam
O Building Maintenance Department
T 1347 Main Street
0 Agawam MA 01001
Phone Fax Clerk Terms PO Number Valid Until
(413)821-0506 PU Net 30 Days BORGATTI
Item Number Description Quantity U/M Tax Unit Price Extension
70-510101 Manor Nall Ext S.g. Pastel Base 1 G N 37.06 37.06
4-603/01 Ppg Perma-crete Masonry Primer 1 G N 26.96 26.96
SubTotal $64.02
Sales Tax $0.00
Total $6 4.02
00170376
Accepted By:
Print Name
MARCONI TILE
(413) 896-0265
TOWN OF AGAWAM MASSACHUSETTS
TILE INSTALLrATZON ESTIMATE
RESTROOM AND STORAGE FACHffY
BORGATTI FIELD
207 RIVER ROAD
Two bathrooms.
160 square feet floor tile; 12x12 porcelain @ $3.00 s/f
$480.00
220 square feet wall tile; 4x4 ceramic @$2.35 s/f
$517.00
56 lineal feet bullnose tile @ $3.00 per foot
$168.00
Concession area.
130 square feet floor tile; 12xl2 porcelain @ $3.00s/f
$390.00
TOTAL FOR TILE $I,555.00
LABOR AND SETTING MATERIAL $2,200.00
TOTAL $39755.00
*If isolation crack membrane is needed over concrete on the floor, an additional
$900 will need to be added to the above total price.
Menard Electric
MA.Ile.#21146-A Estimate
322 Morgan Road
West Springfield,Ma oio8g Fstimate No: 68
(413)348-4443 Date: 13 Nov 2012
Fax 888-851-8248
Bryan@menardelectric.com
Menardelectric.com
IHII
Borgotti Field
Agawam,Ma o1oa1
install new electrical service,wire 2 bathrooms,wire garage and storage areas,and wire 1. E5,200. 15,210.00
ncesslon area. Install outside lights on building and area If htin _
'Indicates non-taxable item
Subtotal $5,200.00
TAX(0.00%) $0.00
Total $5,200.00
rear r of r
Lucia Lumber Company, Inc.
777 Silver Street Agawam, MA 01001
(413) 786-1636
Date: 11/15/12 Estimate No,: 09016
Page: 1
Customer: AGA80
Town of Agawam
Building Maintenance
1347 Main Street
Agawam, MA 01001
Salesman: EB Phone: (413) 821-0506 Reference:
LINE QTY U/M DESCRIPTION -- PROD ID FOOTAGE PRICE AMOUNT
5 1 EA TRUSS PACKAGE N6T 0 1246.190 1,246.19
EVERLAST II METAL ROOFING
IVY
20 16 EA 38" X 13'3" PANELS N6S 0 42.930 686.88
25 3 EA UNIVERSAL RIDGE 10'6" N6S 0 15.870 47.61
30 4 EA 171/2" .NEOWASHER SCREWS N6S 0 15.910 63.64
250/BAG
Subtotal $ 2.044.32 0 2,044.32
--------------
Proposal Total $ 2,044.32
2.000 % PaymentDiscount $ -40.89
We agree to furnish only the items and grades specified above. This is an
estimate only, not a guarantee to build or compete any specific job.
Clerical errors are subject to correction. Pricing is void after 30 days.
All orders placed from this estimate are subject to price changes if job
lasts longer than 90 days .
Truss Truw Type ay MY
121114228 T01 COMMON TRUSS 11 3
.lob Referenas °nal
Universal Forest Run:TMD s Ju1312012 rt 7.3W s Jul31 2012 MTek ushM Inc u NOW 1511'12'02 20t2 1
ID:UWaBl�aksl.�1Z1 AyJ_D7 TCpPC V AN4Fw8 Uy
-1-0-0 4-10 5 10 0 0 1 rr1-11 2D-0-0 1 0-0
1-0-0 4-M5 5.1-11 5 1.11 4 io-5 1-00
ss10.7:51.
4m=
va
9 5
6
2 1
1B27
11 a 12
a�
10-0-0 20`0-0
10-0 0 - 10-"
to Oftsets 1 5 4:D 2-00 t11- as a Edue
LOADING(psf}
TCLL 35.0 SPACING 2.0-0 CSi DHl in (lac) Ifdetl tld PLATES GRIP
(ROIL;uw+nr�5 p) Plates Irvease 1.15 TC 0.70 Ven(LW -0.47 6.8 a494 240 MTZ 197/144
TCDL 100 Lumber h 1.15 BC 0.92 Ven(TL) -0.75 6-8 a311 180
SGLL o 0 Rep Stress mor YES WB 0.35 Horz(TL) 0.04 6 rA nla
BCDL 10.0 Code IBC200WTPJ=7 (Matrix) Wnd(k.L) 0.03 6.6 a999 380 Weight:75 lb F7-4%
L UMBIER BRACING
TOP CHORD 2x4 SPF Not TOP CHORD 2-04 oc purtins(3.33 MO.'
HOT CHORD 2x4 SPF 210t1F 1.8E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SPF Not or 2x4 SPF Stud JOINTS 1 Brace at Jt(s):4
WEDGE
Lai 2x4 SPF Stud or Not,Right 2x4 SPFStud or Not
REACTIONS pIVsize) 2-1 1 8 4/0-7-4 (min.0-2-5).f-11841a7-4 (mtn.0-2-5)
Max Horz 2-2o5(LC 6)
Max UpIIIITri 65(LC 4 6-165(L.0 9)
MaxGM2'1459(LC 14 6-1459(LC 17)
FORCES (Ib)-Maximum Compressim1Mw rnum Tension
TOP CHORD 1-2�3r89,2 3�17111I87,3 9.i9S5/318,41226/338,4 10:122318,ri D.13521318 51710V407,5 7.0189
BOT CHORD 2-11=19w329,8-i l -ig6/m,8-12-196/1328,6.12-19611328
WEBS 4-8 14SSM 54-4441' Z 341e-4431241 `
NOTES
1)Wind:ASCE 7-05;100mph;TCDL-&Opsf BCDL-5.0psf;h-24i;Cat.It;Exp Q enclosed;MWPRS(low-rise)and GC Exte602)
zone;Cantilever Iei and right exposed;C-C for member:and foraas&MWFRS for rsac:iom shown;Lumber DOL-1.61)plate ghP
DOLr1.90
2)TCLL:ASCE 7-05;PI-95D psf(flat roof snow);Category It Exp C;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been ownklered lorihis design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psi on overhangs
non-concurrent with other hm loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent with any other live loads.
6)F TW`24 USP Dom-MOM recommanded t0 connect truss to bearing walls due to UPLIFT at h(s)2 and 6_This connection is for uplift
onlyand does not consider lateral fames.
7)Thistntss is designed in accordance wit fhe 2009 intemational f9uf1ding Code section 2306.1 and referenced standard ANSVTPi 1.
8)This truss has been designed for a moving concentrated load of 250.O1b live and 250b dead located at all mid panels and at all panel
polrlts along the Bottom Chord,concurrent wllh We and dead loads.
9)Design assumes 4x2(ftal orientation)purfins at oc spacing indicated,fastened to truss TC w/2-10d nails.
LOAD CASE(q Standard
Truss ne!s Type
101Y Y
12111422E THE (,ABLE 2 1
lob Rderenoe
universal G;a Pt� Run:7,3W s Jul31 2012 Prvrt:7.35D s Jul 31 2D121riTek lndusLies Inc. Thu Nov 1511:12 3 2012 1
i)JJMSF2_alat[bcvPJ€ZIAyJ D7 xPNnPUGIAWgPL&KL4KZDWH=7DgY 1ffiC,�wyfZ
1-0 0 1 D-0-0 20 f}0 i
1-0-0 1D-0-0 10-0-0 1-(-D
Nt
Scale.1:36_
sx4
6 8
8-00 23 24 ?9 10
n
dt 1 D
r_
T
1
2 12
1 19
3x4= 25 22 26 21 27 21 28 19 29 1a 30 17 31 1$ ffi' 15 33 14 a �=
54
20-0-0
2D-0-0
18�340 3 0
LOADING
TM 35D SPACING 2-0-0 CS1 DER- in goc) Udefi Ud PLATES GFUP
(Root 0) Plates Increase I-i s TC 0.16 Vert(LL) -0.00 13 n/r 180 MT20 197/144
TCDL 10.0 Lumber Invease 1.15 BC 0.18 Vert(TL) -0.00 is nlr 80
BCLL 0.0 Rep Stress Incr YES WS 0.16 HoM(TL) 0.01 12 n/a nta
BCDL 10.0 Code UX;2009TTPMM7 (Matrix) Weight:901b FT-4%
LUMEER BRACING
TOP CHORD 2x4 SPF Na2 TOP CHORD 24).0 oc pudIns(6."max.).
BOT CHORD 2x4 SPF Not BOT CHORD Rigid calling direcllyapplied or 10-0.0 oc bracing.
OTHERS 2x4 SPF Not or 2x4 SPF Stud JORJTS 1 Brace at Jt(s):7
FMACTTON5 (lb/slze) 2-224/20.0-0 (min.04-3),12-225J20-0-0 (min.0-4-3),18-184MD-0-0 (min.0-4-3),19.1M-0-0 (min.0d-3),20-220MO-0.0 (min,0.4.3),
21-22220.0..0 (rrdrt.0.4-3),22+213120" (min.0-4-3),17-21SM-" (min.0-"),16-22OMD-0.0 (min.0-4-3),15-2222V-0-0 (min.0-4-3),
14-2132D-0-0 (min.04-3)
Max Horz2-2D5(LC6)
Max Upllft2-70(LC b5,12--28(L.0 7),19-57(LC8),20-64(LC 8),21--67(LC 8),22-48(LC 8).17--54(LC 9).16-65(LC 9).15--66(LC 9),14-47(LC 9)
Max C'w2-499(LC 23).12-5MLC 33�18-L%(L.0 28�.1S 494(LC 27),20-495(LC 26).21-497(LC 25),22-488(LC 24).17-494(LG 29),16-495(LC 30).
15-497"31),14-488(LC 32)
IDS. (fb)-Maximum CompresslOn Maximum Tension
TOP CHORD 1-2-0184,2-3=-1a5d'127,3�&-136/120,4-s-891118,5.23-92/t35,8-23-,%m45,6-7-105M14,7.8-�105/214,
8-4-W45,924-921135,9-10-84165,10-11d-87/47,11-12--112154,12-13=N84
BOT CHORD 2-25-24/i58.2245,-WISB,2226-241158,21-M-24/158,21-27 241158,2I�-27-24I1W,2o-28--241158,
19.28-24/158,19-26-24/158,18-29--241158,18.30.-241158,17-30-24MS8,17-31--24/158,16-31e-24/158. .
1642-24/158,15,42-2M158 15 va -241158,1 4-3 3-2411 5 6;1 4-34--24115 1L 12-34-24/158
WEBS 7-18-145D,6-19-263/104,rr20-203/124,4-21-183/120.3-22-207/i11,8-i7-2631104,9.1 6-20911 24,.
it}75-1$3/120,11-14-2071t11
NOTES
1)Wind:ASCE 7-05:10Dmph;TCDLZMpsf;BCDL-&Opsi;h-Nft;Cal.V:Exp C:enclosed;MWFRS(low-rise)and C-C Eftdor(2)
zone;Carttilever left and right exposed;C-C for members and tomes&MWFRS for reactions shown:Lumber DOL-1.60 plate grip
DOL-1.60
2) Truss designed for wind loads in the plane of the truss or4. For studs exposed to wind(nomvd to the face),see Standard industry
Cable End Details as applicable,or consult quaafred building designer as per ANSVfPI 1.
3)TCLL•ASCE 7-05;Pf-354 psi(fiat roof snow);Category it Exp C:Partially Fes.;0-1.1
4)Unbalanced snow loads Have been considered for tltis design.
5)This truss has been designed for greater of min roof live load of I"psf or 2.00 times Rat roof load of 35.0 psf on overhangs
nDn-concunent with other live Waft,
e)All plates are 1.5x3 MT20 unless otherwise indicated.
7)Gable requires oontinuous bottom chord bearing.
8)Gable studs spaced at 24040 oc.
9)This truss has been designed for a 10.0 psi bottom chord live load nanoorlcunent with any other live loafs.
10)HTW24 USP mrvteciors recommended to connect m=to bearktg waifs due to UPLIFT at p(s)2,12,19,20,21,22,17,16,15,and
14.This connection is for uplift only and does not consider lateral tomes.
11)This truss Is designed In acoordarlpe with the 2D09 international Building Code section 2306.1 and referenced standard ANSVTPI 1.
12)This truss has been designed for a moving oonoentrared load of 250 plb rive and 25.01b dead located at all mid panels and at all
panel points along the Bottom Chord,concurrent with Ime and dead loads.
13)Design assumes 4x2(flat OrIOTIUM0n)Dtlrfins at oC spacing indicated,Fastened to truss TC w/2-10d nails.
LDAD CASEtp Standard
Quote
Visit us at hWhrwrr ufpi-com or inquest a Quids Quote at http:/hxdersxV=nQuotM DATE 11/15/12 PAGE t
RECL QUOTE DATE I I ORDER#
UFP B elchertown LLC ORDER DATE 1 / QUOTE12111422
UV D E F
�. DELIVERY DATE I 1 CWTOMER ACCT# LtiVADEF 2
_ t 55"Bay Ro`a�,PO 6oz sas:eeichenmm, A of Qa7 DATEOF MOM 1 I CUSTOMER P°# i
Phone:413 323-7247 Fa.r 413323-5257 1
ORDERED BY Ed INVOICE#
TERMS rt
SUFERRUENDANT Ed SALES REP Chris Schultz
JOBSITE PHONE# (413)786.1636 SALES AREA CameaftA
IL.ucla Lumber J08 NAME:Town of Agawam LOT# SUBDIV: 4
$ 77 SUver St. MODEL: TAG: JOB CATEGORY: 2
n
Agawam,MA G1001 DELIVERY INSTRUCToNS: 2
(413)786-1636 B fN
s
$ SPECIAL MUCTIONS:
Agawam,MA 01001
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The GE 10-Gallon Electric Point-of-Use Water Heater has a space saving design that's Ideal for installations in fight spaces and can
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A�ae.'Oc
Conte Door Service, WORK ORDER
P.O. Box 426
Westfield, MA 01086-0426Dare WORK ORDE...
10/27/2012 29327
Sill To: Ship To
Town of Agawam Park&Roe. Aldo-Agawam Mens Softball
1000 Suffield St. Borgatti Field
Agawam,MA Q 1001 River Rd.
Apwam
Salesman Terms Due Date Serv.Tech Phone No.
10/27/20 t 2
Item Description Qty Rate Total
'Labor New bw1ding-One rollmg steel shutter for counter 4'0"x 4'5"mounted to block 1 1,900.00 1,900.00
wall Galy painted gray with hood,manual operation
*Labor New building-One rolling steel service door-8'0"x 8'0"Galy.painted gray,with 1 2,600.00 2,600.00
hood,mounted to block wall,manual operation
these prices include materials&labor(no taxes sold to town of Agawam)
Service Tcclmician: Work Completed: YES NO
Ate: - Subtotal $4,500.00
DiscnbW work: Sales Tax (6.25%) $0.00
Total $4,500.00
Signature
Phone# Fax# E-mail Web Site
(413)786-1800 (413)568-9797 carol@comedoor.com www.omtedoor.com
F AG
AGAWAM CITY COUNCIL
36 MAIN STREET
''~...w AGAWAM, MASSACNUSEET'TS 01001
.1 anual-V 16, 2013
PREISIDE:NT
Christopher C. Johnson
VICE PRESIDENT
Dennis J. Perm
COUNCILORS
George Bir�as
Ceciliu P. Calabrese Mr. Aldo A Mancini, Jr.
Paul C Cavallo 4$2 South West Street
Jcurres '. Cicherri feeding Hills. 1NlA. 01030
Gino :W. Letellier
Roberl A. Alagovern
Joseph .k4biea
Donald Al. Rheault Dear Aldo:
Robert E. Rossi
On behalf of the Agawam City COL11161, 1 WOUld like to thank you
ADMINISTRATIVE and the Men's Softball League for your %,cry generous donation
ASSISTANT towards the Borgatti field renovations. Your donation will benefit
Barbara,4. Bard nW111V ol'the residents c}f the Mown of'Agawam.
Thank Vou again. Your kindness and generosity is greatly
appreciated.
Sincerely.
Christopher C. Johnsolz,L' elident
Auawam Citl' t:oitncil
CC.1/bb
TELEPHONE
(413) 786-0400 E.rt. 233
FAX
(41.) 7S6-9927
LVIA1L
bbard(gagm"aru.ma,us
0F AGq�9
AGAWAM CITY COUNCIL
'i' 36 MAIN STREET
AGAWAM, MASSACHUSETTS 01001
CRATED
January 16. 201 3
P1tESIDE NT
Christopher C. Johnson
VICE PRESIDENT
Dennis J. Pony
COUNCILORS
George Bitzas
Cecilia 1'. Calabrese, N11r. Gary F". SUffriLi
Pratt C Cavallo 228 Adams Street
James P. Cicherti Agawam. MA. 01001
Gina,V. Letellier
Robert A. ;Wagovern
Joseph Alined
laonald Al. Rheaulr Dcar (_mw..
Robert F'. Rossi
On behall- of the Agawam Cite Council. I would like to thank ycxt
ADMuNiSTRATtVE for vour very generous donation towards the Borgatti Fieid
ASSISTANT renovations. Your donation will benefit many of the residents of
Barbara A. Bard the Town of Agawam.
Thank you again. Your kindness and generosity is greatly
appreciated.
Sincerely.
Christopher C. Johns( 'resident
A��r.v�tm City C:�r�rneil
CC.I/hb
TELEPHONE
(4 0) 786-0400 Est. 233
FAX
(413) 7,56-9927
EMAIL
bborrl@aguwom.ma,us
'1.
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RESTROOM aO RESTROOM c'h
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a0 RESTROOM
� F
5'-941 4' 14'-3" -
I
REVISIONS: TOWN OF AGAWAM DRAWING NAME: SCALE: DRAWN BY: CHECKED BY:
LAYOUT NIA VC MCC
ENGINEERING DIVISION LOCATION: DATE: PROJECT No.: SHEET:
1000 SUFFIELD STREET BORGATTI FIELD 2/23/2011 PW-408 2 OF 5
AGAWAM, MA 01001 207 RIVER ROAD, AGAWAM, MA
GALVANIZED {
j METAL ROOF
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,
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8'CONC.WALL TYP.
3'
NOTES: -
• TRUSSES 20"APART `N FINISH GRADE
• FOOTING 8"x 16"
r
COUNTERTOP DIMENSIONS
8'
a"CONC.FLOOR TIP. FOUNDATION
00 c�
CO -
T
! ' CLEAR
TYPICAL WALL & ROOF SECTION FLOOR
SPACE -
Y { 30'a 48' C�
J I
�t
E 7'-10" --
R
RESTROOM - DIMENSIONS
f
' REVISIONS: TOWN OF AGAWAM DRAWING NAME: SCALE: DRAWN BY: CHECKED BY:
DETAILS & NOTES N /A VC MCC
ENGINEERING DIVISION LOCATION: UPDATE: PROJECT No.: SHEET:
1000 SUFFIELD STREET SORGATTI FIELD 11/5/2012 PW-408 3 OF 5
AGAWAM, MA 01001 207 RIVER ROAD, AGAWAM, MA
PREVAILING
WINDS
• � I REFLECTORIZED (ENG. GRADE) 1
WHITE TEXT AND SYMBOL ON Ta
{ BLUE BACKGROUND (TYP.)
t 4 NAMgCAPf4D
PAM=
•sww }
WHEN
1 VAN REQUIRED
uw
* Acc" ALUMINUM SIGN (TYP.) �¢ +
� 1.500 FINE I
MEN WOMEN
p.P.W BREAKAWAY
POST
o I
RESTROOM SIGNS �' 1
I
HANDICAPPED
PARKING
SPECIAL PLATE REOIIIIED
WMTHMZED*HUB I
WAY BE REUM AT 1
OIIREICS EIPDMSE
PERMANENTLY
INSTALLED INTO
FINISHED GROUND � 1
SCALE N.T.S.
NOTE. MAXIMUM MOUNTING DISTANCE FROM HEAD OF STALL 1S 10'
PLEASE SEE:: MGL C.40$21-22A, AAS 521 CMR 23,00. AGAWAM CODE 0169-28
oAIwN W." PRp[CT Va.NYIE sNT.In g' 5' ($' FOR VAN) g' I
OME:m/w/10 TOW OF AGIIwAa
Dm ND.:1 CONSTRUCTION STANDARDS ACCESSIBLE PARIONG SIGN A-1
pPRDYm W.IAX
,ff.. Lv+a slwiwID1IDsIaI {I
r 4SEE DETALAII ISEE DETALA-1I II
I
1
� 1 �
Do
N
NOTE SEE AASS21 CMR 23.OD FOR REWREDNLUSER OF SPACES AND PROPORTION OF VAN ACCESSIBLE SPACES
' HEIGHT OF COUNTER BLOCK
DIeW T: �' � Rya PIID,1[Cf SNT.NAY( 171,.ND.
D■IF; cv1v1D REy. TOWN OF AGAWAM ACCESSIBLE PARKING A.Z
I ec In CONSTRUCTION STANDARDS SPACE
MCC
i
REVISIONS: TOWN OF AGAWAM DRAWING NAME: SCALE: DRAWN BY: CHECKED BY:
DETAILS & NOTES N/A VC MCC
ENGINEERING DIVISION LOCATION: DATE; PROJECT No.: SHEET:
1000 SUFFIELD STREET BORGATTI FIELD 2/23/2011 PW-408 4 OF 5
AGAWAM, MA 01001 207 RIVER ROAD, AGAWAM, MA
i
r
Li
SEWER
RESTROOM
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STORAGE l STORAGE WATER
i If
If
i
-
H.W HOT WATER H.W
AAW
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f�f
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COUNTERTOP RESTROOM COUNTERTOP RESTROOM
1
1
I
ELECTRIC WATER & SEWER
i
I
REVISIONS: TOWN OF AGAWAM DRAWING NAME: SCALE: DRAWN BY: CHECKED BY:
UTILITY LAYOUT NIA VC MCC
ENGINEERING DIVISION LOCATION: DATE: PROJECT No.: SHEET:
1000 SUFFIELD STREET BORGATTI FIELD 2/23/2011 PW-408 5 OF 5
AGAWAM, MA 01001 207 RIVER ROAD, AGAWAM, MA J
TR-2012-60
A RESOLUTION AUTHORIZING THE COMMUNITY PRESERVATION COMMITTEE TO SPEND$23,992.79 FOR
THE BORGATTI FIELD RENOVATIONS
(Sponsored By: Community Preservation Committee)
WHEREAS,the voters of Agawam chose to form a Community Preservation Committee; and
WHEREAS, the Committee has recommended that $23,992.79 should be expended for renovations of
Borgatti field consisting of removal of the dilapidated bathroom building and replacement with a larger
ADA compliant building which will house restrooms, storage and concessions and connection to an
existing irrigation system to add irrigation to the outfield grass area on both field; and
WHEREAS, the funds will be appropriated as follows: $23,992.79 from the CPA Open Space Fund.
WHEREAS, a Community Preservation Project Application was submitted November 19, 2012 and the
Committee has recommended the funds be appropriated for the proposed project as described in said
Application.
WHEREAS, the expenditure will provide an ADA compliant structure as well as preservation of the grass
areas; and
NOW THEREFORE, BE IT RESOLVED BY THE AGAWAM CITY COUNCIL that the Community Preservation
Committee is authorized to expend up to $23,992.79 from Open Space Funds for the Community
Preservation Project entitled "Borgatti Field Renovations" in accordance with Massachusetts General
Law 44B,Section 2.
PER ORDER OF THE AGAWAM CITY COUNCIL
c-�
G
r �
Christopher C.Johnson, President ter'
it r
AP ROVED AS FORM AND LEGALITYrn
3
3p
r `n
Vincent F. Gioscia,City Solicitor p ram^
APPROVED
Cheryl St.John, Auditor