HomeMy WebLinkAbout205 GATEWAY BLVD CHASE BANK 4oR f
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APPLICATION FOR ELECTRICAL PERMIT
TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT
1540 SULLIVAN AVENUE SOUTH WINDSOR, CT N074(PHONE) 860-M4-2511 EXT.230
DEPARTMENT DECISION PERMIT NUMBER:
APPLICATION IS HEREBY;
APPROVED: BLDG.PERMIT NUMBER:
INSPECTOR �O S GCI wGI(� >lVd .—1
LOCATION OF WORK: 190 Buckland Road, South Windsor, CT 06074
APPLICANT: OWNM TYPE OF STRUCTURE:
29 NEW BUILDING
NAME: Dicin Electric Co., Inc. NAME: 1P Morgan Chase ❑ADDITION
PHONE NUMBER 860.442.0826 PHoNE NUMBER: 866-332-4547 ❑EXUr NG BUILDING
ADDRESS: 156 Cross Road ADDRESS: PO Box 2440
Waterford, CT 06385 Spokane WA 99210 TYPE OF USE:
❑RESIDENTIAI, XCOMMERCIAL
L L --- I i
ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK:
TYPE OF INSTALLATION: New All electrical work per plans and specifications
SIZE OF SERVICE: 400 amp
SIZE OF MAIN SERVICE: 400 amp
NUMBER OF METERS: 1
NUMBER OF PANELS: 3
NUMBER OF LIGHT CIRCUITS: 10 ESTIMATED COST:S 297,950.00
NUMBER OF SWITCHES: 22
NUMBER OF LIGHT FDCTURF.S. 112 FEE ENCLOSED:S 5,364.00
NUMBER OF A/C CIRCUITS: 3
FEE SCHEDULE:SI8 PER$1,000 OF THE ESTIMATED COST.
NUMBER OF POWER CIRCUITS: 40 ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT
NUMBER OF OUTLETS: 77 IS S1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS
PART OF THE PERMIT FEE)
THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL
ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK
CONTRACTORS LICENSE NO.: 102834 TYPE: 1 STATE: CT
SIGNATURE OF APPLICANT: J DATE: 04/16/2020
APPLICATION FOR PERMANENT SIGN PERMIT
Sign Permit#
Zoning Permit Fee:$ Final Inspections: Est. Cost.$ 1 I a Dd —
New Sign$25/Replacement$10 Zoning Building Bldg Permit Fee:$ 1 . 00
Zoning Approval: 6iio Approved:
Date: o Electrical Pe 't#
Applicant:
Business Name: -('e —iy)n t,
r
Applicant Address: �$a -ODLk V W6(j RJ i ✓h Vt CT
Phone: a 03-ol`f at - ) k'J�L � Email: ,(-a er +--s'CQ �. CdIM
Address of Proposed Sign(s): = (SC4 k Zone: G►J�
CbQy— 1;)Vfj — 1111.41
TYPE of SIGN:
Qlllall or[ ree-standing mew or❑Replacement Illuminated?[(Wo ❑Yes(electrical permit required)
Proposed Free-standing Sign: Size(sq ft):13 g Sign Height:4'"a(a Sq Ft of Existing signs on site: Free-standing: y Wall: U
Proposed Building Sign: Building Frontage(ft): Sign Size(sq fty -1 3, S1
Description of sign materials and lighting: 4- i L - ATTACH
DIAGRAM OF
S ' ( "" SIGN
INCLUDING
Please sign acknowledging compliance with sign restrictions. DIMENSIONS
AND MAP WITH
I have read stand and agree to abide by the South Windsor Zoning Regulations,Signs. SIGN LOCATION
ON PROPERTY
Appli t: Date: a
Property Owner: P 044 0- (it eA Date:
�v�00 93 -7
........................ . . .
PH ! i A I] F 1 H ASIGN
r)
Philadrtpha Sill(. ip++ry • '0'W r Spin i;ardrM Sd • Palmyra ti9 r3R06S
Re, Sitell) ('111.NH.414
knah Windsor
190 Budlund•Rd
South Windsor. C.•T 061074
.1l 111OK1L:1!1UN AN U C
Br im signature bolo►+. I hereby represent that 1 am the ohner of the propert-v indicated abo►e or other"ise
dul► authorized by the Lease to grant awhorication for Philadelphia Sign Company and'or their sub
contractor to apply for permits and install ne►► sit;nage at the abo►e referenced location as
per the attached brand book.
LANDLORD .'UTROVAL
Si w;c:1 trr Prifir tVunrt'
7 irrr /-e c 10�n r •� 'e�� n c rnutl ����o'eC/Lt�-Tr o-��q
C Cc >�•U� �
rl e Su( /� Gd �,o �y Address � � � I � l hoar `� �6 '-s�•�
Return Form to. Philadelphia Sign CompanN
7U7 Nest Spring Carden 5t
)'alm►•ra, NJ 081165
email I Preferred i: bdamels a philadelphiasign.com
or I-AX to. tHr61 8.)Y.S,;4y atm: Robert Daniels
�~1 NATIS-04CL
AFRO" CERTIFICATE OF LIABILITY INSURANCE (AT
1/81202YYYY)
1I8/2020
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder In lieu of such endorsemen s.
PRODUCER /►CT Corrine S.Sternberg
Smith Brothers insurance,LLC. NE FAX
88 National Drive APHp'NO,Eat):(060)430-3234
Glastonbury,CT 06033 csternber muhbrothersusa.com _
MISURERIal AFFORDING COVERAGE NAIC 0
- - ----- -- --..._ 1 MSURERA:The Continental Insurance Corn 38289
INSURED INSURERS-All America �_- 20222 _
National Sign Corporation INSURER C•Travelers Property Casualty CO ofAmfr _ 28674
Four Rod Road
Berlin,
-
lin,CT 06037 Ia urt RD:National Fire Ins Co of Htfd _.-- 20478
Ber ----
INSURER E:
INSURER F:
COVERAGESCERTIFICATEM VI ION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
I INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR T yWIPE OF INSURANCE POUCY NUMBER fla� EFF Y EXP - - -- -UMITa
A X COMMERCIAL GENERAL LIABB ITY EACH RR
CLAMSMADE C OCCUR 0090061353 1119/2020 1118/2021 WA TORENTEDD
-------- RSOlLI�AADVINJURY
_GENL AGGRE�G�ATlE LIMIT APPLIES PER: GENERAL AGGREGATE
POLICY , (X LOC PRODUCTS-COMPIOP AGG 2A00,000
OTHEK
B AUTOMOBILE LtABILITY COM&NEO SINGLE LIMIT
O:aiudCanO---- s 1,000,000
Ix
AANNyY��AUTO AP 9788685 1/19/2020 1/19/2021 BODILY INJURY Per anonAUTOSONLYLED BODILY KJURY(Per sodam)
A11T05 ONLY X AUTOS ONLY E E -
S
I
C X IMA1ELLA LIAs X OCCUR EACH OCCURRENCE s�,��
t0(OaaeLIAa CLABr64tADE UP-14P2i895-19-NF 1/19/2020 1119/2021 AGGREGATE = S,000,000
oco X RETENTIONS 10�000 ----
D NR)RKERS twuPENSATTpp�� R
AND EMPLOYERS'11AetUTY 1,NN X �JAT
!ANYPROPRIETOWPARTNERIEXECUrrVE Y1 5095051305 1H9/2020 1/19/2021
iDr
A M EXCLUDED? I( JNIA E.L. H 1�f_— 600,000ifIn EL DISEASE-EA EMPLOYE I/ saalbaMOY IPT RAT S low E.L.DIS Y LILIIT 50,00
I i
i
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,AddItlonal RKna*s SohsdUN,may be alfachad 11 mom space Is requlredl
I
1
I
I
i
CERTIFICATE HOLDER C NCELLATIO
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
Information Purposes THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE MTN THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
ACORD 25(2016103) ®1988-2015 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
I'L-11?Kc ob'I t
7052);
STATE OF CONNECTICUT
DEPARTMENT OF CONSUMER PROTECTION
450 Columbus Boulevard ♦ Hartford Connecticut 06103
Attached is your license. Such license shall be shown to any properly interested person on request. No such license shall
be transferred to or used by any other person than to whom the license was issued.
Electrical license holders must obtain contir-jing education hours of instruction to renew their licenses. This-equirement
is mandatory in order for you to properly maintain your license. To obtain information and a list of all continuing education
providers,go to the Department of Consumer Protection's web site at wwY�,ct._qovldcp. Questions can be directed to the
Occupational&Professional Licensing Division at(860)713-6135 or dcn.occupationalpj�ofessional@ct�aov.
In an effort to be more efficient and Go Green,the department asks that you keep your email information with our office
current to receive correspondence. You can access your account at www.elicense.ct.gov to verify,add or change your
email address. Visit our website to download applications and to verify licensure at m8ym cA,gov/dcp.
STATE OF CONNECTICU'F
RUSSELL P HASSMANN ELECTRICAL LIMITED CONTRACTOR
780 FOUR ROD RD RUSSELL P HASSMANN
BERLIN, CT 06037-3628 780 FOUR ROD RD
BERLIN,CT 06037-3628
License# Effective Expiration
ELC.0189960- 10/Ol 2019 09/30/2020
i
NATIONAL SIGN
C O R P O R A T I O N
January 1, 2020
Re: Authorization Letter for Permits
To Whom It May Concern:
This letter authorizes Kris Loughlin, Richard Rizzo, Robert
Kuszpa and Darcie Roy to obtain permits on behalf of National
Sign Corporation, 780 Four Rod Road, Berlin, CT 06037 for
the year of 2020. The electrical limited contractor's license
number is#ELC.0189960-C7, expiring 9/30/2020.
Thank You,
ussell P. Hassmann
President & CEO
780 Four Rod Road
Berlin, CT 06037
Design, Manufacturing,
Installation & Maintenance
of Regional& National
Sign Programs
Phone: (860)829-9060
Fax: (860)829-9062
Web: www.nationalsign.net
780 Four Fbd Fbad
Berlin, CT 06037
CT Lic. C7-189960
R Lic. SCFCO247
Site Plan
Scone of Work
f I ILA— 40
t E01 LIF•W80 J %m rt!u[Ocwm luui Gww a Urm X99
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E22 M-11-RE Dave FKFD huw»urnD Mcwu»twr SIGN 12u
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ameNew6lum 711S 12/17/18 crrewsFa+oa `
P H I L A D E L P H I A S I G N CHS.NB.414-South WEndsor � Bslzaz
190 Buckland Road sly awfwFrareaw.w»De
South Windsor,CT 06074 3
N ST.—PNIWM NI.GWW-P 55F20-U00-F:856420-00•w®NOP�ti»W.oiYeWr g—
w hp 3
c
v,e,w a`-�'{-L" x iy ' - z" (3�. rd) �I�a,a1n� 1 ic44crse+ Dr,
RDGE
T O PARAPET
T 0 PARADES
r O rnVDow R.O.
�1>o1.ar— — -- --- -
TO STONE
i.J._
T 0 STONE
T O SLAB
West Elevation
14'0•Irr
r �vr
l
r
LF-WAD-24-M
Chase New Builds .owc«ZAS °A1 12/17/18
691Ri1D Q101fIRSOIII
P H I L A D E L P H I A S I G N CHS.NBA14-SoYat+ilu bw
Mt2e2 Prior»�sowm..ivr
190Bu"ndPAW sORnmau® 's"em®
Swth%Mndwr,CT OM4 6 I aP1!®IIMPl190
-._—... 1p]1YEST 9P1s10�YY1B16r•PAU,Mf%KI•000P6•PS5!-ODWG•Ftl6d2pWy•N®'.^IO/IM,My1MWlpnaq,.wm -
mc Page 6
s
1a'-0 1/2'
IV-81/4' 83/4• 2'-71/2'
Mounting PHILADELPHIASIGN
Location Typ. ., --,-.11 .,,err
707 w"t spring Gwden Seeat
►ah tym.Haw Jenry osm
Ph—000.520.1460
0.16.e20.85/9 www.pttlAdelOrtedgn.conrh
OPEN- CUSTOMER:
t' CHASE
JOB NUMBER:
CHS.NB.414
Alum.Bridge Paint
FRONT ELEVATION To Match Building Typ. SIGN TYK'
LIF-WOO-24-LED(SIGN E01.E09) a a 11111 SITE SIGNAGE
QTY� Is
LOC 190ABlICKLAND RD.
SCALE:3/4'=1'-0'
4' 8 3/4' SOUTH wMDsoR CT oeou
2 3/4' a•
DATE:
3/4' 5/4/2020
Paint Exterior Of Octagon DRAWN BY:
Returns 8 Back To Match DRC
ALL EXPOSED FASTENER HEADS
Pa Exterior Of Alum Matthews#MP-19891
int SHALL BE PAINTED TO MATCH
Letter Returns 3 Beck Chase Nickel Gloss Finish THE EXTERIOR CABINET FlNISH NNufee- Dan. By
.125"Trans.Blue Acrylic To Match Matthews
Return W/Second Surface Se Pn*ossF ni�sll Blue SHEET: FJ1G ov7
3M Envision#3735-50
4 OF 12
Diffuser Film Adhered To
Acrylic Face TYp. DWG NUMBER:
125'Thrm eoformed B-87942
Trans.Blue Acrylic } '.. ENGINEER SEAL:
.125"#7328 P95 Matte Face Segment Typ. 7°
Finish White Acrylic Face
Adhered TO Acrylic Return
Typ-
SIDE VIEW OF 30 VIEW OF OCTAGON CABINET 30 VIEW OF OCTAGON
CHANNEL LETTER ULTIMATE WIND SPEED 145 MPH
SCALE:NTS EXPOSURE c
STANDARD LETTER NOTES•
SIDE VIEW 1.sulbc ent Pr:aary(arcut in vicinity Of sign
By Others, TWO IN Aft oauMAL wool®Oltrr
OF OCTAGON Eat EhIctrieal Load 2.Letter To Latter waag&Final Primary Hook-up acme n rsm B a smwm ra NB
Note:This sign is intended to be installed in accordance with the requirements of By Sign Installer,Where Allowed By Local Codes. PM MAL M O M1e.7Mt A PKW
Artide 600 oI the NFPA 2017 National Electrical Code and/or other applicable SCALE:NTS 2.80 Amps 120 Volts 3.Sign Shall Be U.L.Listed. t nA�M YN W Fan R s wf ID
local codes.This includes proper grounding and bonding of The sign. Electrical MIS 4.Mounting Hardware By Sign nstaller. of stoaa TO ANYONE T 01roftISIDI row
(1)20 Amp/120 Volt Circuits 5. Full Size Drilling Template Furnished Wtn morAriO10 IN ate M fled Sea,
Sign. tleeoat®,a Feet®a w Rlnw
a
(MAN PHILA DEL PHIASICN
M wad spring Gana-save
5/8'x 5/8'x.090'AIUm.Clip 7100K White Sloan Prism Mounting Blue Sloan Prism PEi"I°o,N"�0 065
1 112"Long Adhered To Letter #701269-7WSJ1-MB LED Location Typ. #701269-BLSJ1-MB Ph—B50.02B.1460
Back @ 18'O.C.Max. Typ. LED Typ. I=Bse.B2B.BS4B
b � CUSTOMER:
nw°C °� °� OPEN
OPENa ® e� s s° CHASE
,—ElectricalTyp. Ea E1s� ® ®� ® Saw Elsa EBO P ® JOB NUMBER:
1`B0� 401 �O a ® 10 pm 1 10 CHS.N8.414
SITE SIGNAGE
® J1 , �° �e 0 s LOCATION:90 SIGN TYPE:
SUCCLAND RD.
® SOUTH WNDSOR.CT M74
19 LEDs 25 LEDs 25 LEDs 26 LEDs 26 LEDs 40 LEDs DATE:
LED LAYOUT 514/2020
ELECTRICAL REQUIREMENTS_ DRAWN BY.
I EDs&(121)7100K White Sloan Prism#701269-7WSJ"B DRC
(40)Blue Sloan Prism#701269-BLSJI-MB ALL PRIMARY&SECONDARY REVISION:
Power Supply. (4)Sloan Prism 60C2 6OW#701507-60C2 @ 0.7A WIRING MUST BE GROUNDED Nunb.r: ow. ey.
Total Load:2.8A @120VAC PER ALL APPLICABLE UL&
Circuits: (1)20 Amp Required NEC GUIDEUNES SHEET•. ENOOM
5OF12
DWO NUMBER:
Building Wall 1/2"Seal-tite Elect. 1/Y Straight Conduit LED Power Supply 20 Amp Disconnect Switch W/Weatherproof To Primary B-87942
Conduit Typ. Connector Typ. In Enclosure Typ. Gang Lever Cover Placed Within Sight Of Circuit ENGINEER SEAL-
Sign/Remotely Sign/Remotey Mounted&Capable Of
Being Locked In The Open Circuit Position
ULTIMATE WIND SPEED 145 MPH
WIRING DIAGRAM FOR REMOTE.NON-PARAPET WALL INSTALLATION EXPOSURE
ran a an ONO"WOUK O"aAr=s
COMM A"M 0 a g=ffrl®TO TEIM
Note:TNs Wwo le Intended to be instalied In accordance with sne requiements of P6OONA aM a Canavan=VOTE Araorarr
Article 600 of dre NFPA 2017 National Electrical Code and/or oUer applicable BEEN PLANNED OF
AaE3 B Yen Pace ■O 10
BB NOI N TO ANYONE OUTSIDE VON
local Cedes.Thn inckides Proper grounding and bonding of Its sign. WAAOATM NOB■If 10 0 USED.Nrv.
I ewinsc®l a waa1B 0 ANY rAMM
s
1�1:1;11111'1'ti
PHILADELPHIASIGN
tl N 1.1-.1.r.....r 1..,rr
707 West SPrNaS eard.e Sarea
painirA N.w J...y oeofs
#8 x 1/2'Flat Head Thread
4' Rolling Screw 18'O.C.Max 6 3/4' 063'Alum.Outer Return nwrr:W.AM11a0
9 QO w f6iat.""
31/4' 3/4' 1/8"Acrylic Return 2 314' 4" i �/ `5116-1 3/4'Clear Acrylic Segment Face
11r 3/4'x.063"Alum.Return Welded To Letter Backer,Shoulder Cut As Shown,
T---i CUSTOMER:
Back(Grind Smooth @ Outside Perimeter) Adhered To� � Segment Face
1/8"Trans.Blue Acrylic i Continuous Neoprene Gasket @ Bottom Of ' = #8 x 1/2"Flat Head Thread CHASE
Return W/Second , Acrylic Return(Color To Be White/Gray) / - - Rollin Screw 12"O.C.Max.
Surface 3M Envision i i 518"x 5/8"x.D90"Alum.Clip 1 1/2"Long 9 JOB NUMBER:
#3735-50 Diffuser Film Adhered To Letter Back @ 18"O.C.Max. 1/8"Thermoformed Trans.Blue CHS.NB.414
Adhered To Acrylic , OW Alum.Back Acrylic Segment Face Adhered
Face Typ. `------ To 314"Clear Acrylic Segment SIGN TYPE:
Face Backer Typ. SITE SIGNAGE
See Following Page For
.090'Alum.Back Various Installation Methods 3/4'Clear Acrylic Segment Face See Following Page For
Back,Shoulder Cut As Shown, % Various Installation Methods LOCATION:
Adhered To Segment Face 190 SUCKLAND RD.
1•1/8'#7328 P95 Matte .125'Themoformed Trans. s
Finish White Acrylic Face .090"Alum.Back SOUTH WINOSOR,CT oea74
Blue Acrylic Segment Face .063"Alum.Return- DATE;
Adhered To Acrylic Adhered To 3/4"Clear Acrylic Weld To Bads
Return Typ. Segment Face Backer Typ. 5/4/2020
1/4.Dia.Drain Hole DRAWN BY:
7100K White Sloan Blue Sloan Prism W/Cover Typ. DRC
Prism#701269-7WSJI-MB #701269�LSJt-utB LED Typ.
1/2'Seal-tite Straight REVI
LED Typ. Conduit Connector NuxlbSION'w.. By
ALL ACRYLIC ASSEMBLIES SHALL
1/2'SeaNite Straight—,---'
traight EMPLOY A SOLVENT TYPE CEMENT a See Following Page For SHEET. amtx.*
Conduit Connector FOR INITIAL RAPID ASSEMBLY Various Installation Methods 6 OF 12
FOLLOWED BY MONOMER-POLYMER- DWG NUMBER:
SOLVENT(MPS)TYPE CEMENT
AROUND ALL BONDED EGDES. B-87942
i
ENGINEER SEAL:
INTERIOR SURFACES ALL ALL ALUM. 063"Alum.Bridge Plate-
1/4"Dia.Drain Hole RETURNS 3 BACKS SHALL BEWeld To Octagon Returns
Each Low Point Typ. PAINTED SPRAYLAT STARBRITE -Paint To Match Building
WHITE UNLESS OTHERWISE NOTED. (4 Req'd)
See Following Page For
l ` Various Installation Methods
1�
DETAIL @OCTAGON BRIDGE
SECTION THROUGH LETTER SECTION THROUGH OCTAGON
SCALE:3"-V-0' SCALE:3"=V-0" ULTIMATE WIND SPEED 145 MPH
EXPOSURE
7oa it M OMMK fMlaua®nannies
cinnm or mm R a aerTl®FOR"M
Note:This sign k inbnded to be WdWed In accordance with Da requirements of PEFA=K m in ksaaflcTm am AIIInIBr
Amide boa or Die NFPA 2017 National Elecincai Code and/or other applicable SEE FOLLOWING PAGE FOR sea maaaM ra+co a non m n ear+o
local cedes.This facM+des ndi and of suown To naroaf ou+sas lour
proper grow ng bonding of Des sign. VARIOUS INSTALLATION METHODS eaaWlfrllea No a n co M uf%coma,
oeamraM%a EOMM 0 Mr Maas
And wan W/Stucco Insulation ra
EIFS Wan System Over Sheathing
(Confirm Exact Depth)
a a/B'Oalrnreadwi PHILADELPHIASIGN
,Wit
s ` 0 3l8'fd W/1/rZiPTo991e o Toggle Wing ..,.o.o a.o.....or.o. .
Bolt(s)W/1/2' W/1/2'Standoffs
Standoffs 707 ww erd.n Street
1 raWIyr.,NewJeras7 osoes
Ph—ase.ua.l4eo
Sign Bads rw:1156.109.11549
www.pMleMlpNaNgn.wWI
Sign Bads
CUSTOMER:
CHASE
FASTENER DETAIL-STUDDED WALL SYSTEM FASTENER DETAIL-STUDDED WALL SYSTEM JOB NUMBER:
SCALE:NTS SCALE:NTS CHS.NBA14
SIGN TYPE:
SITE SIGNAGE
LOCATION:
Concrete Wan
SHOWN ARE CHANNEL I"SUCKLANO RO.
INSTALLATION DIAGRAMS Brick Wan N
Surface SOUTH WDSOR,CT ON74
LETTER SPECIFIC ONLY
DATE:
TECHNICAL SURVEY 3/8'0 Double Expansion 3/8'0 X Expansion
5/4/2020
REQ'D PRIOR TO Anchor W/3/8'0 Bolt Anchor W/1127
INSTALLATION Alum.Spacer DRAWN BY.
1/T Sch.40 Alum.Pipe
DRC
KRDWARE INSTALLATION S�� Sign Back
MANUFACTURERS REVISIOC GUIDELINES rfr.
Sign Bads
SHEET. Mom
FASTENER DETAIL-CONCRETE/BRICK/CMU FASTENER DETAIL-CONCRETE 7 OF 12
SCALE:NTS SCALE:NTS DWO NUMBER:
B-87942
ENGINEER SEAL
-
EIFS Over CMU Wall
EIFS Wan System
3/8'Sch.40 Alum.Pipe
Spacer
3/8'0 Lag Bon Into
1/4'0 Screw Type Existing Plywood
Concrete Fastener (3/4'Min.Thickness
Plywood Req'd)
Sign Back Sign Back
ULTIMATE WIND SPEED 145 MPH
EXPOSURE
FASTENER DETAIL-CONCRETE/BRICK/CMU FASTENER DETAIL-WOOD FASCIAMOOD BLOCKING THIS w AS wKwr oruKl w.aM
SCALE:NTS SCALE:NTS arena BY MS.IF IS awrrra IN Mxw
Nate:This sign is intended to be hstalled in accordance with tha kequirem MNa of serrarw aw w WMaMcroM WITH sraosr
Alicia 600 of the NFPA 2017 National Electrical Code and/or other applicable 10
sus sMo�HIS NO STOREBY WN TO e�urw[IT 4�a W
local codes.This Inckdes proper grounding and bondug of @w sign. asnrvkma 11011 a IT ar uLemAsks.
aesowcwt a manm w NOT ravww
� Oq - CLA&tlacl le+4erS<+ on
1 I
I=a 1 c vGL-, CVj
..................
— — — — — — — ROOFBEHIND
O PARAPET
�T1w4r — — -
O PARAPET
- } ---
i !
i
T O WNOOW R 0 — ---
,.i
�_ STONE
; -=P
T O STONE c-
IL
T 0 SU►B
�o o East Elevation
u•a+n
r 4nrr
P
f ' V
N r �
ADA-EP-CT SIGN EOS MOUNTS LIF-WBO-24-LED
HA wCA►rEo EmmKf PLAQUE BACK-TO-BACK WITH WME Ml BLUE OLTAWN IUUMSNAnNEL-LETTElq 36.95E
swc:NTs SIGN 101. S` "UTS
CUST-VIN
A c c BLUE VINYL III -
ScwE NTs
--- — --------- -- -
ChM New BUMS owcw� D1°E 12MAS ��•�~
PHILADELPHIASIGN -- -
AO°"MS CHS.N6414-SouthtlNSEdsor OMi6 661282 6b"ewwwi�,,;m w
;, 190 Buckland Road awME�aAawAw.ua«I�
SULEthVAndsor,CT06074 oftyY_7 sRrocmmmvea•waaml
a�aw�wwrwwoi
W WEP SPIwq OAFMN ST.R4MVr+A till OlM•Y s564"4 c•i M-829-e+a•wa-RCJti..a�rrp..ptmm
MC NP 1
t
1a'-0 tr2'
1o•-a1ra- 8314- z-7112'
Mounting PHILADELPHIASIGN
Location Typ. .o...,.....,.o..,,
701 WA..1 Seri"Gard-9~
{ . ►Nmyn.liew Jersey umena:1 Ph—11"A 0.1460
F..:9ee.1129.6e49
FLo ww..pNl.d.pw.gn.com
b 11
OPEN) CUSTOMER:
a CHASE
.. .. JOB NUMBER:
/ CHS.NB.414
Alum.Bridge Paint J �TYPE;
ELEVATION To Match Building Typ. SITE SIGNAGE
LIF-WOO-24-L/ETDV(SIGN E01.E091 s ■
SCALE: l'V-0- 'Y�; L 1900 OCABUCKLAND RD.
e�a. }} ll tell SOUTH WINDSOR,CT 090T,
(I DATE:
5/4/2020
3/4' DRAWN BY:
Paint Exterior Of Octagon
Returns&Back To Match ALL EXPOSED FASTENER HEADS DRC
Past Exlerlor Of Alum Matthews#MP-19891 SHALL BE PAINTED TO MATCH
Lader Rehmns&Beck Chase Nickel Gloss Finish THE EXTERIOR CABINET FINISH U.W By
To Match Ma*wm
125'Trade con Suirlacroc NMP-00366 Chan Blue
RNdNm W/Second Surface Se11N-Gloss Fllllah sNEE7: e.a Derr,
3M Envision#3735.50
4 OF 12
Diffuser Film Adhered To
Acrylic Face Typ. DWG NUYSER'
B-87942
.125'Thermofomled
Trans.Blue Acrylic { \� ENGINEER SEAL:
.125"#7328 P95 Matte Face Segment Typ,
Finish White Acrylic Face
Adhered To Acrylic Return l
Typ •
SIDE VIEW OF 3D VIEW OF OCTAGON CABINET 3D VIEW OF OCTAGON
CHANNEL LETTER ULTIMATE WIND SPEED tad MPH
SCALE:NTS STµDM LETTERIi9M3; EXPOSURE C
i.Sufficient Primary Ckala In VfUnAy Of Sign
DE VIEW By Olr ears. nY S AN ONOW 11109eurd9 Ota
OF OCTAGON Est,Electrical Load 2.LeUW 701-~Wmng&Fr"Pn Hook-q oeATO Is M&0 e WW M No nee
Note:Tlas aign In knended In 0e k,sielied In accordance with Ow requkemmnta of SCALE:NTS 2.80 Am 120 Volts By Sign Installer,Where Adowod By Local Codes. IBMeY I■e 0 O'OaYCT1011 WIN a I■elir
Arede 600 of the NFPA 2017 Nabonal Eleceical Code and/or o0w applicable 3.Sign Shad Be U.L.Lisled. eMe luia®b Tali ear rWn n r aeT 10
ENetrieal Redmb ar SNOWS To areal 010761 i neS
local codes.This kxkxl"proper grokedehg and hondmg of the sign. 4.Mour&V Hardware By Sign installer.
(1)20 Amp/120 VON Circuits S.Fad S ze Drddn9 Terthlrlale Fu rSetheO With eSSNroAT1M rn s T.
ta Y h1�mo,
Sign. ieeadarm a vs w■Tar BUNK
t�l:t;iiltfl'�
PHILADELPHIASIGN
707%%IM Op"o.den SIr.M
r-5/8'x 5/8'x.090'Alum.Clip 7100K Whlle Sloan Pnsm Mounting Blue Sloan Prism - PNb M 01—J—y aeos5
j 1112"Long Adhered To Letter #701269-7WSJI-MB LED Location Typ. #701269-BLSJI-MB \ Ph-0M.R9.1460
Back @ 18'O.C.Max. i Typ. LED Typ. I-:054.429.NS49
\ r rtr ....ymteaarlrrlpr,.wm
1
LElecincal
'° a" �" ro SIINS ' r
CUSTOMER:
�I ° � A .,� .� s " ° CHASE
_ _ _ _ JOB NUMBER:
O� 4� ~ 10 s � toCHS.NB.414
PRISM
SIGN TYPE:
SITE SIGNAGE
MOMS, ams,
ON.. YWORS, Nilft WORRY LOCATION:
100 BUCKLJIND RD.
•!• 40111111
SOUTH WINDSOR.CT 0/074
19 LEDs 25 LEDs 25 LEDs 26 LEDs 26 LEDs 40 LEDs DATE:
LED LAYOUT
5/4/2020
0:1 FP_TRrAI REQUIREMENTS* DRAWN BY.
LE12L(121)7100K White Sloan Prism#701269-7WSJI-MB DRC
(40)Blue Sloan Prism#701269-BLSJI-MB ALL PRIMARY 3 SECONDARY REVISION: By:
Polirar 13u : (4)Sloan Prism 60C2 60W k701507 6oC2 Co?0.7A WIRING MUST BE GROUNDED NuMw DM.
ToW Load;2.8A @120VAC PER ALL APPLICABLE UL d
91mili E; (1)20 Amp Required NEC GUIDELINES SHEET: uou.T
5 OF 12
DWG NUMBER:
BuMdYpwam V2'Seal-bte Elect.- 1/2-Straight Conduct LED Power Supply 20Amp Disconnect Switch W/Weatherproof To Primary B-87942
Conduit Typ. Connector Typ. In Enclosure Typ. Gang Lever Cover Placed Within Sight Of —To
ENGINEER SEAL:
Sign/Remotely Mounted&Capable Of
Being Locked In The Open Circuit Position
Z---3 z---j Z--- =---Z
t� G� IAI 11 a
ULTIMATE WIND SPEED 145 MPH
WIRING DIAGRAM FOR REMOTE,NON-PARAPET WALL INSTALLATION EXPOSURE C
TWO US M MI"IL VW%M ®N1101NM
CAUGHT IV N60 A US MUMS FOR VIRUS
NM"'. Tlue sign,9",ended to be"s,alled a,acco dan-.10,It.rrtq—rnonts at PERSONS,ME■CO LILTNO NIRN OrRDW
Article 600 or the NFPA 7011 National FimN l Code and/or other applicable ■SUS 11 MOWN
T FM TONE TOM n a Dot 70
IF N00USN TO IIN11 T OUTSIDE YOUR
WM
local wdos.TArs includas proper grounding and bonding M 0,e sips. aKArvAIIM tlMO a n m NE uFR,rar1lN.
OUMP01RE0.0 EAMITED US 00E FAIN".
l�l:l�lilll'i'�
�
X PH`ILADELPHIASIGN
l
707 Taal ap"a---ar..m
r.rnrr%N..+«..r,wss
#8 x 1/Y Flat Head Thread
4' 6 3/4' 063'Alum.Outer Return rh.n.:ese exe.O
Roiling Screw Q 18'O.C.Max. r..;w�6e.e
3/4' r- wrw.pNl.d.IpN..lpn.eora
31/4' 1/8'AcrylicRetum 23/4' t 4' '� ri/ _�16'��3/4'ClearAcxy4cSegmentFace
1fY 3/4'x.063'Alum.Return Welded To Letter + Backer.Shoulder Cut As Shown,
Back(Grind Smooth @ Outside Perimeter) r- -' Y ? Adhered To Segment Face CUSTOMER:
1/8"Trans.Blue Acrylic Continuous Neoprene Gasket @ Bottom Of CHASE
Acrylic Return(Color To Be White/Gray) #8 x 1/2'Flat Head Thread
Return Wf Second + Rolling Screw 12'O.C.Max.
+ ng @ Ioe NUMBER:
Surface 3M Envision + �5/8'x 5f6'x.090'Alum.Clip 1 1/2'Long
#3735-50 Diffuser Film ; , Adhered To Letter Back @ 18'O.C.Max. 1/8'Thermoformed Trans.Blue CHS.NB.414
Adhered To Acrylic ; ;-^--.090'Alum.Back Acrylic Segment Face Adhered
Face Typ. '------ ' / To 3/4'Clear Acrylic Segment SIGN TYPE:
Face Backer Typ. SITE SIGNAGE
See Following Page For ( 1r�
.OW Alum.Back Various Installation Methods 3/4'Clear Acrylic Segment Face—,-,'
ace See Following Page For
Back,Shoulder Cut AS Shown, Various Installation Methods LOCATION:
190 BUCKLAND RD.
Adhered To Segment Face 1" 090'Alum.Back SOUTH WINDSOR,CT 06014
1/8'#T328 P95 Matte 125'Themofonned Trans.�_ •
Finish White Acrylic Face Blue Acrylic Segment Face .063'Alum.Return- DATE;
Adhered Acrylic Adhered To 3/4'Clear Acrylic Weld To Back
Return Typ.
i Segment Face Backer Typ. 5/4/2020
1/4"Dia.Dram Hole
DRAwN BY:
Blue Sloan Prism W/Cover Typ.
71OOK White Sloan— DRC
Prism#701269-7WSJI-MB #701269 BLSJI MB LED Typ.
1/1/2-Seal Gte StraightLED Typ Conduit Connector 'D.4 By
ALL ACRYLIC ASSEMBLIES SHALL
1/Y Seal the Straight EMPLOY A SOLVENT TYPE CEMENT aVarious Installation Methods 6 OF 12
See Following Page For SHEET., eao,WT
Conduit Connector FOR INITIAL RAPID ASSEMBLY
FOLLOWED BY A MONOMER-POLYMER- DINO NUMBER:
SOLVENT(MPS)TYPE CEMENT B$7942
AROUND ALL BONDED EGDES.
ENGINEER SEAL:
INTERIOR SURFACES ALL ALL ALUM. q]r
i—.063'Alum.Bridge Plate-
1/4'Dia.Drain Hole-- -, RETURNS 6 BACKS SHALL BE / Weld To Octagon Returns
@ Each Low Point Typ. PAINTED SPRAYLAT STARBRITE -Paint To Match Building
WHITE UNLESS OTHERWISE NOTED. (4 Req'd)
See FolkMng Page For
Various Installation Methods
1—i
DETAIL @OCTAGON BRIDGE
SEC�RQVPH LETTER SECTION THROUGH OCTAGON
SCALE:3"=V-0" SCALE:3"=V-0- ULTIMATE wMD WEED 145 MPH
EXPOSURE
TOM f.6 ONYSUa Mrlellae6 ML.."
acne BY MM n 4 W16TRD r66 T606
Note:TNs sgn is Mended Io be Medalled In accordance with On req„6enwMe or Tba.Ml ON■6au.e1100 In6a poem
Article Soo or e.0 NFPA ton Nabond Eladmal Code and/or other SEE FOLLOWING PAGE FOR ar N"""me tar^Me 9 a Nor To
appAtehb U$"Ow6 To."Tout 6915.0E T096
Local wdas.This irmUmdas Proper grounding and bondrg of Vie sign.. VARIOUS INSTALLATION METHODS amrutr um o a a to NO ewa,arse.
Ran m@6am.�a Em M Nn rra.0o6.
t
Eds
And Wait W/Stucco
Insulation
EIFS Wall System Over Sheathing ra
(Confirm Exact Depth)
3/8.0 Ali Thread W/ PHILADELPHIASIGN
• • t ° —3/8'0 Togglor Zip Toggle O Toggle Wig .....�....i
���,f`►1��, Bolt(s)W/1l2' W/1/2'Stand-offs,
Tor YAW° Stand-offs ►f�.�y�
Peon: duee elO.
Sign Back I-:aso ern
ww osyMladoMlplJri•n.aore
Sign Back
CUSTOMER:
CHASE
FASTENER DETAIL,_STUDDED WALL SYSTEM FASTENER DETAIL-STUDDED WALL SYSTEM JOB NUMBER:
SCALE:NTS SCALE:NTS CHS.NBA14
SIGN TYPE:
SITE SIGNAGE
LOCATION:
Concrete Wait IN BUCKLANO RD.
INSTALLATION DIAGRAMS SHOWN ARE CHANNEL Brick Wall Surface SOUTH WINDSOR,CT 05074
LETTER SPECIFIC ONLY
DATE:
TECHNICAL SURVEY 3/8'0 X Expansion 5/4/2020
REOb PRIOR TO Anchor
W/31 Expansion Anchor W/Vr
INSTALLATION W/ 0 Bon Alum.Spacer
auwN BY.,
HARDWARE INSTALLATION
yr st:h.40 Alum.Pape
Sign Back
Spacer
DRC
TO FOLLOW MANUFACTURERS REVISION:
SPECIFIC GUIDELINES Mnoer DO% By.
Sign Back
SHEET: we o
FASTENER DETAIL=CONCRETE/BRICK/CMU FASTENER DETAIL-CONCRETE 7 OF 12
SCALE:NTS SCALE:NTS DWO NUMBER:
B-87942
ENGINEER SEAL:
EIFS Over CMU Wait
� EIFS Wait System
3/8'Sch.10 Alum.Pipe
Spacer "o713 M..M1 RQp�
i' flit+ Existing ��to
Co r Screw Type (3/4'Min Thickness
Concrete Fastonar
Plywood Req'd)
Sign Back
Sign Bads
ULTIMATE WIND SPEED 143 UP"
EXPOSURE
FASTENER DETAIL.-CONCRETE/BRICK/CMU FASTENER DETAIL-WOOD FASCIAIWOOD BLOCKING red a M aMwa w�rwson a�wa
SCALE:NTS SCALE:NTS auna n rsa n a svarm Fol TOUR
Note:TNs W a kxerded lo be rnstaaccordancwithm ofed in accordance w the roWkeents
are■msxscrrfe INTO s rrrsasT
KM Rwf[e ra aoo n Rsa if a No r•
Article 600 of the NFPA 2017 Natkxwl ElecUcal Code aM/ar oVaer spplraw of srroas is ufosf osrsrof Tow
lace!codes.This kchrdaf proper wounding and band"of 8»sign.
109000 IA N a rt M f vstA ern,
kvsaNraa a fasraf 0 sn FAvsfa
A
IA,':ZS}--(k l c h c w 3 . 3„ k _ '( C5_--� t�� C� we CA-\'an 00 S
V 9•
TOP VIEW
IrEQ_ 1'3-13l16' O
h
- N HASE !i
N
CHASE . O
Drive-Up
Drive-Up <— Drive-Up
ATM ATM ATM
CustomerCustomer <- Customer
Parking Parking
i Parking
Entrance <- Entrance
I
Entrance
i
�-17I
GRADE
FRONT VIEW SIDE VIEW
D-S-RE
Douce-Fgm No[-IuuMNATM QggK�(RE-Eee[EEw1-5.7sF
Su :trrS
,mu: o.wn roue_._..---
Chmt*wBuflds M ; 12/17/18 ,�wa
PHILADELPHIASIGN
1"OO�g CHS.N6414-South VYindsor lowamm 1 �881 srt�mmiwrm+so
190 Buckland Road �-- asn[nasarNwe�e
SouthNfindsor.Ci 06074 f"�' 10 sn o[a�omamm
OAS®�MIrR
`- VNG CAR"Sf•PALMYRk W•OeGM•P M4MM G L156-926460•M®MplJwrYlb�hl�,cpn
�C Page 10
PHILADELPHIASIGN
All Exposed Painted Surfaces Shall Be Coated .......0
With Matthews#282-208SP VOC Gloss Clear,
io ■ With Minimum 2 Mils Dry Film Thickness(DFT) 707
7 W.W SpA g "
Gard-E0r
1 '9• Top Of Sign To Be Painted To `' Per Matthews Application Spec cations. �'NMW J.-Y owes
e7 Match Matthews#MP-19891 1 ��� ���� Ph—:BU.S29.1460
PNN:$5$.029.E549
Chase Nickel Gloss Finish t ■ WWw.pNI.JNIpIIM$IyD.eaM
VERIFY ALL COPY PRIOR CUSTOMER:
70P VIEW TO PRODUCTION OF CHASE
Signature Band To Be Painted DIRECTIONAL SIGN
V-9• To Match Matthews#MP-19891 JOB NUMBER:
EQ. V-3 13/16' X&I Chase Nickel Gloss Finish 3 1/16' CHS.NBA14
"Chase'To Be Surface Applied SIGN TYPE:
���� 3M#680 10 Reflective White vinyl Q��S SITE SIGNAGE
IEOctagon To Be Surface Applied SITE
3M#680-76 Reflective Light Blue 190 BUCKLAND RD.
(1� (J (J Vinyl SOUTH W WDSOR,CT 06074
v D�dQ�vp 1/4•Wide x 1/16•Deep Reveal- u u uw u DATE.
Qr Routed Into Sign(All Around)- 5/4/2020
u To Be Painted To Match Matthews
#MP-18248 Chase Dark Nickel DRAWN BY:
Gloss Finish
!y DRC
��►�ISOo Directional Copy&Arrows To Be REVISION:
Surface Applied 3M#680-10 N1e1b- O.W. BY
Reflective White Vinyl Typeface
u (� To Be Bliss Bold.Verify Copy SHEET. era DE►Y
?� Prior To Production
N 11 OF 12
+ Entrance 090•Alum.Face Painted To DWO NUMBER:
Match Matthews#MP-18248 B-87942
2112" Chase Dark Nickel Gloss Finish
ENGINEER SEAL'
5 1/4'
GRADE
FRONT ELEVATION SIDE VIEW REAR ELEVATION
D5-RE(SIGN E13) SCALE:1 1/2'=1'-W SCALE:1-1/2•=1'-0'
QTY:1
SCALE:1 1/2'=1'-U•
ULTIMATE WIND SPEED 14S MPH
STANDARD DIRECTIONAL NOTES. EXPOSURE C
1. Soil Assumed To Be 300 psf/ft Lateral Bearing
Pressure(psf/ft below natural grade). TIED s AN ON60K 11PUSUM,®DRAWING
2. Concrete 2,500 PSI @ 28 days. aluU®Or TOM W W VAWrIED IN YWW
3. Reinforcing steel shall be ASTM A615 GR40. ��INCCO TOU NJU"U`TI rMIT s�
4. Structural steel shall be ASTM A36. BE$MOWN TO ANYONE OUTSIDE YOUR
5.All welds shall conform to A.W.S.standards. °"°"NIZ""0M MR W IT TO OE U9®�,
MrMDDYEE4 a Easom at SAY TON"DLL
r-
�l:r�lu��WiWs
1 �
Y, PHILA DEL PHIASIGN
TOT Wa.l SP4rW erd•a SH.IW
►,Myra.NOW Aruy Oem
PDoeR:DOD.V9.1000
I'=O56.820.6DS9
1'-9• W WwyNIaeRIPMaaIOrR.eoAR
3 3116-
CUSTOMER:
CHASE
R R
JOB NUMBER:
3•x 2•x 1/8•Alum.Tube CHS.NB.414
1� a (Architectural)Frame
i lv[a�Ui L311W� I SIGN TYPE:
0 SITE SIGNAGE
®irue�cN1p
� I � LOCATION:
4;1 U U"U I 190 BUCKLAND RD.
R R
I I SOUTH WINOSOR,CT 06074
R T DATE:
P� uw 5/4/2020
I ,
I
DRAWN BY:
DRC
----- ---------- -1 GRADE
REVISION:
/x 1\1 • • °• \ \ /\ • /\� PHAArA00r DON' By
w \\�/ / • ����� �����j/i ° j��\l� SHEET: E,lo oE,r
0 4 ° 12OF12
c w °
m DWG NUMBER:
iv w 0.17 Cu.Yds.Of B-87942
Concrete Required
°
°~ •° Embedded Portion Of •° ENGINEER SEAL:
Column Shall Be Primed
• 4 • &Painted For Corrosion
• Protection
r-7• r-o-
2'-3-
FRONT ELEVATION SIDE VIEW
SCALE:1•=1'-0• SCALE:1•=1'-0-
ULTIMATE WIND SPEED 14
3 MPH
EXPOSURE
THIS IS M ORIGINAL,MINR1WiD OMWHi
CREATED BY PSCR Ir 6=WnM FOR MIA
PERSONAL DM M CORANRTRR WITH A PROJECT
DENNIS FlAMHD FOR 10U BY RCQ IT R ROT 10
DE SHOWN TO ENTONE OUTSIDE YOUR
MW AMMAD RAW 0 IT A M USED COPIES.REra wak ON Comm■MY PAWSOR
S iy s f o r 1« c� 'S� S
, . . . . D . •
rrou•W b r•pu1
1 r �, �2� � 00.1(4Y•4 b�rV•1
�II y
ARIMU
• I
RESERVEDL% LN .....
RESERVED '
PARKING PARKING
moos"
PERMIT PERMIT AeovE
P-R
• ' • ' • , • , S►ACE
GRADE
VIOLATORS
FINEDBE 1
�r TC-P-ADA-RE-CT
POLE MowrEo ADA PANNG REGyuTOIR
SIGN(RE-ENGNE m)
,
suer.NITS I
on�,•n.ba�.
,so crn d ie.ua.
TC-P-ADA-V-RE-CT
Po�E M mny ADA PAIIIUNG RmwoRr
SIGN W/VAN ACCESS(RE-ENI6WEEIIE0
Sour.IRS
_-�--------- -- ---i----- ----------
TIR[ Chm New Builds o �ZAS 12/17/18
PHILADELPHIASIGN Kawaa aulu seu
{ y�/Er�ra rau��a6oYa
F �s
v }�I- - m
{ CNS.NB 414-South Windso► i 881282 n q",�y�owm Fw na
190 Buckland Road I�-- anroE+amaa.cAroaw
South*WsW CT 06074 11ONE uewi®iiw�
.1•u'i SPFOW GAlOEN ST•PAW1'M.NJ•GM6•PL 05429-tW•F 856-92-S4W•NFD'.10p llrWwaiWeK/o'Pmn mr Pap 11
S ,� t 8 - 3. l QS " ►�+-rr�'' s �� t
T.O.PARAP '
tr r _
�90.SCFFI-
IVA-
I
1 T.D,STOKE �
t74r
TO SLAB
ti
rc.T South Elevation
�6� 70"
A,
Clearance0
h
TC-CL-W
DU-C-A NON-ILLUMINATED CLEARANCE SKm-2.1SF
ILLUMINATED Dim U►LANE DESRiNATOR'ATM -3.15F Scut:NTS
S—c:NTS
TRTJ -— owaT a aa[ -----�oiI awttu+are
Chase New Builds ZAS 12n7n$ i ss'"�.eIWIM.°w a �-
PHILADELPHIASIGN ---1
Aaaa�s CHS.NB.414-South Windsor 881282ai�aR.mne
190 Buckland Road °-,�4.ilb : CHASE
South Windsor,CT 06074 sT� --13_-� .rcmea.mmRrse.
ana.®RNsa.at
--r e+rw3 wstoEa sT.vwinM w.a...6•a.`i.Rix..o•r..se-e¢c•e6a•wEt mo-+c.wor.el0rw�mn
NBC Page 13
�J
Yl
PHILA DEL PHIASIGN
707 waet Spring Gard"I neat
2'-4- 24"Long pal wra,tr.r J.-J OSM
Piano Hinge Pilo 'SOON an 14N0
Fos:I N.829.8549
Double Pole •—
Disconnect Switch
With Sealing Boot CUSTOMER:
/ All Ecposed Painted Surfaces Shall Be Coated
a With Matthews#282-208SP VOC Gloss Clear, CHASE
With Minimum 2 Mits Dry Film Thidmess(l) i)
Per Matthews Application Specifications. JOB NUMBER:
TOP VIEW CHS.NBA14
125'#7328 White P95
Matte Finish Acrylic Behind SIGN TYPE:
Routed.090'Alum.Face SITE SIGNAGE
Typical 090'Alum.Face$End 6. 1 5!8'
Caps.Paint To Match
2"T Matthews#MP-18248 IULLabel
7/8' LOCATION:
Chase Dark Nickel Gloss .090'Alum.Reveal Paint 160 BUCKLAND RD.
Finish To Match Matthews SOUTH WINDSOR CT 06074
rMry i ry i'�M,� #MP-18248 Chase Dark
N 121#2046 Optix LD WhiteNickel Gloss Finish DATE:
Pigmented Acrylic Lens With 5/4/2020
it rn Q� First Surface 3M#3635-222 Double Pole
Disconnect Switch
N Black Perforated Vinyl ) DRAWN BY:
(J✓J✓✓J✓J✓./JJ✓✓ With Sealing Boot DRC
M
090"Alum.Bevel Paint REVISION:
LZ1:L
i To Match Matthews #8 Flat Head Thread rse w.c osa: ey.
#MP-00366 Chase Blue Rolling Screw
Semi-Gloss Finish (4 Per Side)
SHEET. saaovr
.090'Alum.Arrow Housing: Angled Area Above Arrow: 8 OF 12
-Outside Painted To Match Matthews Paint To Match Matthews#MP-41306 DWG NUMBER:
FRONT ELEVATION SIDE VIEW
#MP-18248 Chase Dark Nickel DU-C-A SIGN E18) -OR- Gloss Finish
Goss Finish ( -0R- DU-C-A B-87942
-Inside Painted To Match Matthews OTY!1 Decorate With 3M#3630-22 Black SCALE:1 1 W=1-0'
#MP41306 Black Gloss Finish SCALE:1 1/2'=1'-0' Vinyl With A Top Coal Of Matthews ENGINEER SEAL:-
-OR- #282-208S VOC Gloss Clear
Decorated With 3M#3630-22 Black
Vinyl With A Top Coat Of Matthews
#282-208SP VOC Gloss Clear
ALL EXPOSED FASTENER HEADS
SHALL BE PAINTED TO MATCH
THE EXTERIOR CABINET FINISH
IND
STANDARD WALL SIGN NOTES. ULTIMATE tXOSUREED 145 MPH
EXPPOSURE C
1. Sufficient Primary Circuit In Vicinity Of Sign
By Others. THIN IS AS Graft NOUKJD"eaarr
Est.Electrical Load 2. Final Primary Hook-up By Sign Installer, CREATED N FSM IT r arnica FOR ma
Note:TW sign is tdeneed to be Detailed In ex«denee with the requirements or 0.3 Am 120 Volts Where Allowed By Local Codes. MINIMUM.M r CORAINCnON NIN N rr1o1ST
Artide 600 of the NFPA 2017 National Electrical Code and/or offer appticeble ( ) 3. Sign Shall Be U.L.Listed. 51 SHOWO WN TO NOWS ANY N ro TSIDE raai
local oodes.This DrcDrdes Proper grounding and bonding or 1M sign. Electrical Rea'mts
(1)20 Amp/120 Volt Circuits 1 4. Mounting Hardware By Sign Installer. asNrutw No r IT to■Lam car®,
eaemwC,a ruse rn rawoa
#10 x 1/2'Pan Head Self-Drilling lr��'��''�•SA
Screw @ 51/2"O.C. fa
6" N
PHILADELPHIASIGN
4 318" 15/8' 1 ug Welds ToA Hinge 24'Long .........,...,.,....,..e..,.
090'Formed Alum.Face Plug Welded To Angle Frame 707 WINK sDrrq erd.e ae..t
Panel Routed For Copy Pal w.,N.w Jw..y Dsdw
.090'Alum.End Cap I 3/4'x 314"x 1/8"Alum.Angle Gip PeM9.14"°
Welded To Face Panel 7'Long Adhere To.090"Alum.
Bevel Panel With Lord#406119
Structural Adhesive For End Cap
�.050'Pre Coat White Closure(4 Required) CUSTOMER:
AIB
Alum.LED Baffle 3 15/16' CHASE
Attached To Raceway 3/8'Dia.Fastener
JJJJJJJJJJJ (4 Required)(To Suit Wall Conditions) JOB NUMBER:
125"#7328 White P95 rde CHS.NB.414
C
Matte Finish Acrylic o Seal-
Conduit Connector SIGH TYPE:
�r r r'r,.- SITE SIGNAGE
050"Formed Alum.Raceway �nri-r�MMrri r,�
Cover With White Agilight ( RIB2421 C-N4 Relay l LOCATION:
Signwayz Pro 160 1 \ (By Functional Devices.Inc.)
D.
#LS-PRO160-ASW-2B1 For 1 o Wire To Primary Side of LED SO BH WINDS R,
( Copy(10 LEDs Required) 4 Power Supplies ' BOtrT11 W WDSOR CT 06074
1/4'Dia.Threaded Weld Advance LED-120A-035OC-28FO DATE:
Stud With Nut,Flat&Lock 700mN17 Watt LED Driver @ 5/4/2020
Washers Typ. 0.7A Each(3 Required:1 Each
For Red,Green&White LEDs DRAWN BT:
Prop Rod Assembly DRC
.090"Alum.Bevel Cover 1 3116' Formed Alum.Raceway Welded
Chemically Bonded To To Alum.Angle Frame NwMM REVISION:o.te• By.
.06T Formed Angles
NO'Alum.Back Adhere To SHE; ENO DEFT
3/4'x 314"x 1/8"Alum. _ Angle Frame With Lord
Angle 9"Long Adhered To #406/19 Structural Adhesive 9 OF 12
.090"Alum.Face Only 1 1/2'x 1 1/2"x 1/8'Alum. DWG NUMBER:
With Lord#406/19 Angle Frame
Structural Adhesive Typ. SEAL'
#10 Pan Head Self-Drilling ENGINEER SEA
1 1"x 'x.063"Formed Screw @ 6'O.C.
Alum.Angle Adhered To .090"Formed Alum.Bevel
Bevel Panel&Bevel Panel Screwed To Angle Frame
Cover With Lord#406/19
Structural Adhesive
3/4'x 3/4'x 1/8'Alum.
Angle Clip 3/4'Long
Adhere To.090"Alum.
Bevel Panel With Lord
#406/19 Structural
Adhesive For End Cap
Closure Typ. ULTIMATE WIND SPEED 145 MPH
SECTION VIEW EXPOSURE
SCALE:6'=1'-0"
THIS a.D MINSK UNKK M3•DRAW"
CHFA11D n FECO.IT 6 71/URFD FOR YOUR
Note:This sign Is intended to be installed In aeeotdance with the requternems of FUSON&m 0CDRRRLTION MITI A PROJECT
Article 600 of the NFPA 2017 National Electrical Code"or other applicable BE S FIRMED FUR raa ar TOUT n M Hal SIDE R
local codas.This Includes proper grounding and bonding of the sign. a0 Fir+UTIN TO
s IT to SE FUSEq CIVED,,
remover aR EUMM M A"MMIMM
VA
s fa
1/4'Dia.Weld Stud Copy To Be First Surface Applied 3M#680-10 .11` iff
Location 4 Required) Reflective White Vinyl Typeface To Be Bliss
z N --..- 1.1-
Bold.Verify Copy Prior To Production P H I L A D E LP H I A51 G N
707 WIRY EQUAL 2'-6 3116' EQUAL ►NnNBAn.y Cam Alum.Sign Panel Painted To
Match Matthews#MP-18248 Chase Ph—831.819.1460
Dark Nickel Gloss Finish FR`uN"AdRI NW
J OMIRORIOMwgn.col0
Q
U.1
• • CUSTOMER:
^ CHASE
oNIra
R
� JOB NUMBER:(e O CHS.NB.414
a
SIGN TYPE:
SITE SIGNAGE
W
a
LOCATION:
it • • 190 SUCKLAND RD.
SOUTH WNDSOR.CT 06074
2'-9 1n• Et 11/4•
DATE:
2'Wide Accent Band Painted To 5/4/2020
FRONT ELEVATION Match Matthews#MP-00366
TC-CL-W SIGN E19 DRAWN BY:
QTM.1 Chase Blue Semigloss DRC
SCALE:3•In 1'-0'
REVISION:
21/2' Nu b r Date: By:
1/8-Typ. 1/2'Dia. E.I.F.S.Exterior SHEET. ENO WWI
Pipe Spacer 10 OF 12
r-- ------- — ---, 1/8' DWG NUMBER:
1/4•Dia.x 2 1/2•Long Weld I B-87942
Stud On Back Of Panel Cut I Wall Stud @ Brick Extenor
0 1 Ong When Mounting 16'O.C. r
ENGINEER SEA
To A Brick Wall(4 Required) I I a�Wall Stud L:
I I Wall Sheathing I I 16.0.C.
I Wall Sheathing
125'Alum.Sign Panel Painted I _______ I 1/4'Dia,x 2 1/2'Weld I 1 1/2• I
To Match Matthews#MP-18248 I Stud Embedded in
Chase Dark Nickel Gloss Finish I I Silicone Adhesive I (MIN.EMBEDMENT) Embedded
Dia.x 1 Minimum
imumWeld Stud
I I Embedded A Minimum Of
I I (4 Required) I I 1 1/2'Into Hilts HY-20
LI ——————— I I I Adhesive Using Appropriate
I I L —————————— J Screen Tube Where Needed
I I (4 Required)
I Fender Washer
L------------ ---J
SIDE VIEW E.I.F.S.WALL BRICK WALL ULTIMATE PEXPOSUE 143 MPH
SCALE:3'=1'-0• INSTALLATION DETAIL INSTALLATION DETAIL
FULL SCALE HALF SCALE THIS N 0 ONMMt NVOILISED[BURNING
Comm A I'Sm IT N SUBMITTED FOR VON
PmiONEI ER■6ONANCIION WITS AOROI ET
NUN MAIDEN 0U YOU n"Is IT■MUST To
BE SMWR TO ASTORE OUTSIDE YOUR
ORRERATNN NOR N IT TO E UREA COPW
WOWIk�00 COMM N my PSMK
TVk6A4t(( Hew a , J ' Iy " x L`-� " 13. 80) nAohumce 5i naf W-alk" OroN
e
N
N
f
i N
GRADE
M-124E
Daana-EaI 125f
smc WS
NOTE:Brick Base to Match Building.
me Chase NewBuids Omer owe 12/17/18 "•••ao.•u.ra.
0•IMRMImerSL6•
IHM(DIYl�01�•�(T
P H I L A D E L P H I A S I G N ...� �HS.N8.414-southtMndaar — ON161"a'1 9812sa 10K »�.K•: ecewec Tn iur 190BucklandRoad „au -- CHASE
South Windsor,CT 06074
7T,V*M 9 MCi ONCBN 6T•PAL~W•WM•v 65&821 MU 0•f 654%•WEB'Mb/rw..yre'pr•wp,.mn
w hp 6
��.
e
s�
6'-7- —LED Illuminated Chase Letterset W/ T-2 3/16•
.125"Thk.White Acrylic Faces S P H I L A D E L P H I AS I O N
Blue Acrylic Returns .,,—,.
707 W.or sPrrra Gordon su.r
.125"Aluminum Face Panel Painted Parry,,,Haw JwwT Gas
_ MP-19891 Chase Nickel Gloss
' Finish Ph—*ea.ata.,4w
Q Fax:11116.029.11549
LED Illuminated Octagon W/.125'
Thk.Translucent Blue Faces
it CUSTOMER:
20A Disconnect To Conform To CHASE
NEC 600.6A1(Exc.Not)
,roe NUMBER:
;r .125"Thk.Translucent Blue Acrylic CHS.NBA14
Ilium.Accent Strip On Both Faces
2'Stone Cap SION TYPE:
SITE SIGNAGE
c B77Zrick Base To Match Building Typ.
z� 3' LOCATION:
Typ 3"x 3'x 1/8"Thk.Steel Tube fao BucID AND RD.
I I I I GRADE SOUTH WNDSOR,CT W074
�+ p +� • 1•+• \ t Y. }• t 4 �, / , ,4 ? DATE:
ro ';«•'+�+ •�,4• .+ + A A °� .`+w Grade.040
Galvanized Mesh fir,, ,ti + 5/4/2020
°e; * •�� 6 1/2"x 6 1/2"x 1/2'Thk. f DRAWN BY:
+„ ti Steel Base Plate pa*Itom DRC
Electrical Conduit 1'° 4• REVISION:
••�, % °+i Number. Oal. By
M �• •1•� I 1/2"Dia x 21"Long •'+ r
Anchor Bons t" SHEET. E—DEPT
1 OF 12
�' 4,•+ •+ n' (5)#4 Bars On A 10" ; 1'
�. •
t+. Pattern W/(6)#3 +• + •t. DWG NUMBER:
r*,y ,•�ti t� Stirrups @ 4'O.C.At a• L ' ,�f B-87942
`f r+ Top 24'Then,17'D.C. + ,
:;,� +• � Thereafter • ,� ENGINEER SEAL:
r` . Concrete FooterSP
1 • 1�
1'-6'Dia._ a w , 1'-6'Dia.
FRONT ELMATIO
M-2-RE(SIGN E01)N SEA EION VIEW
CITY:1 r
SCALE:3/4'=1'-0' 111\' f STANDARD MONUMENT NOTES:
1. Sufficient Primary Circuit In Vicinity Of Sign
By Others.
2. Final Primary Hook-up By Sign Installer,
Where Allowed By Local Codes. ULTIMATE WIND SPEED 145 MPH
3. Sign Shall Be U.L.Listed. EXPOSURE C
4. Soil Assumed To Be 300 psft t Lateral Bearing
l �` Pressure(psf/ft below natural grade). Taw IS one w �oa
All Exposed Painted Surfaces Shah Be Coated / Est Electrical Load 5. Concrete 2,500 PSI @ 28 Days. GwATa n rsc*n w trrrla Fa Taw
Note:Ida sign is irMrdsO to be YroUaad in accordance with a,e,eWiements o1 With Matthews#282-208SP VOC Gloss Clear, ` ratwat as w ooawacrat*rla a wlnriT
Arad*600 dlhe NFPA2017 Hm111w E1BD*W Code ardor other appbcebIe ( With Minimum 2 Mils Dry Film Thickness(DFT) ) (1.16)Amps @ 120 Volts 6. Reinforcing Steel Shall Be ASTM A615 GR-40. taw N�aam raa,oa n ram n a an ro
load codas.ThA atrAdes paper gro ndaq and borldirq d 0w sign. j Per Matthews Application Specifications. j Electrical Rea'mts 7. Structural Steel Shall Be ASTM A36. at SNOWN T�"NrR E OUTSIDE r�oua
�.IJJJJJJ JJJJJ JJ (1)20 Amp/120 VON Circuits 8. All Welds Shall Conform To A.W.S Standards. WINDOW=as t71�na w wR Fawea
ELECTRICAL REQUIREMENTS.
LEDs: (130)7100K White GE Tetra MiniMax MS#GEMS71-1(CHASE) fa
(32)Blue GE Tetra MiniMax#GEMMBL-W1(Octagon)
(48)Blue GE Tetra MiniMax#GEMMBL-W1(Accent Strip) P H I L A D E L P H I AS I G N
Power SuoDIV.(2)GE 12V/60W#GEPS12-60U-NA @ 0.58A Each """" 1.1..—""""° -""
Total Load:1.16A 787 Wrt Set"Garda ab••r
Circuits: (1)20 Amp Required Pwgr.,NO.J—Oycuss
Extruded 8'Alum. 7100K White GE Tetra Blue GE Tetra MiniMax 1 Pt--.is°=a 1B0
Sign Case MiniMax MS#GEMS71-1 #GEMMBL W7 .w..p i;4129.8549
en.eas
(65 Per'CHASE') (16 Per Octagon)
CUSTOMER:
CHASE
JOB NUMBER
CHS.NB.414
Ned0 i '——�— SIGN TYPE:
SITE SIGNAGE
a O L»1 LOCATION:
19013UCKLANO RD.
SOUTH wwDSOR,CT 0e074
V-3 13/16" V-3 13116" V.31 6' V-313116' -3 13116' 3/4'x 3/4'x 11W Fabricated DATE`
Alum.Angle Brace(8 Req'd) 5/412020
DRAWN BY:
.050'Alum.Raceway Cover DRC
j Fan Notch To Fit Al Ends-Attach
• •- • - To Case Extrusion W/#6 REVISION:
Pan Head Thread Rolling NumW wa' er.
10• 10• Screws @ 11'O.C.Max.Typ.
SHEET. e.a Deli
.050'Formed Pre-PaintedJ Blue GE Tetra Max 3"x 3'x 1/8" GE 12V/60W LED Power Supply 20 Amp Toggle Disconnect 2 OF 12
White Alum.LED Battle #GEMXBL-W 1 Steel Tube #GEPS12-GOU-NA @ 0.58A Switch W/Sealing Boot In
(2 Req'd) (24 Per Side) (2 Req'd) Junction BOX DING NUMBER:
B-87942
ENGINEER SEAL:
()1�1Y,
r I
ULTIMATE WIND SPEED 145 MPH
EXPOSURE
THIS a INPUBUIRIES
ELECTRICAL ELEVATION CREATED n M IT s SIONOTTIN IN MR
Note:T W sgn Is i tendled to be installed in accordarwa with Ve requiements of SCALE'NTS 1`9150 t rt wmaASA:na.ne A I.OJWT
Mode 600 or dro NFPA 2017 Nabonal Ehx*k:sl Code and/or other appiiable saw walsaa res TOO sr Tom IT Is art To
local oodes.This ixkWes proper Wo ndeq and borAvQ of ew sign. ss s�wIN M s a OR[
OUTSIDE
wn®,
wrassscIA a seals w Aar Tawwa
tit;►;111tt'I'� (�
1 PHILADELPHIASIGN
Tube T 6 1/2' Y
`1t
Plate _
707 Wed Spring Gard..newt
6 I 6 112'x 61/2'x 1/2' Ph ryr.K.w J."OEM
2'Dia.Elec.Hole Steel Base Plate F14 54 e�s.1 o
(
O N. 4W lsdeiphi sign.—
Dia.Hole Typ. CUSTOMER:
f &' CHASE
OJ- co 1/2'Heavy
3'x 3'x 11W Hex Nut JOB NUMBER:
O O steel Tube Flat wide CHS.NB.414
�'
Flat Washer
� \ slcN TrvE:
`1/2'Heavy SITE SIGNAGE
4, Hex Nut
LOCATION:
m 190 BUCKLAND RD.
BASE PLATE DETAIL a SOUTH WNDSOR,CT 06074
SCALE:3'=1*-W Zj 12
PARTICULAR CARE SHALL BE TAKEN
DATE:
TO PROVIDE SUFFICIENT PREHEAT < 5/4/2020
OF THE THICKER ELEMENT FOR THE
SOUNDNESS OF THE WELD.OTHER- DRAWN BY:
WISE,USE 1/4"MIN.WELD. DRC
in 1/2 Dia.x 21'Long REVISION:
Anchor Bolt(4 Req'd) N~ o.I.. By.
SHEET, ENO of"
3'x 3'x 1/8' 3 OF 12
Steel Tube
DWO NUMBER:
O� 1/2'Dia.x 21'LongB-87942
TURN Anchor Boft(4 Re 'd) p
L'
W ENGINEER SEA
Z I 6 1/2'x 6 1/2'x 1/2'Steel E
O Base Plate IL E
i $o
0)ui High Strength, m° 1/7 Heavy
Non-Shrink Grout Hex Nut
Q. f 112'Wide
Flat Washer
/�11Z*
e�
� Heavy
Hex Nut
ANCHOR BOLT PROJECTION DETAIL ANCHOR BOLT DETAIL ULTIMATE WIND SPEED 14SMPH
SCALE:NTS
SCALE:NTS EXPOSURE C
TM S As oNSNK SnSIIDsa oNN1ENls
ON;trte IT NM OF a SwrTEs FOR TOUR
Nob:This sign a Intended b be k WW in accordance wdh Ore requi unenfs of NesoNa NOT•CONNNXI M WrN s INOW
Article 600 of O,e NFPA 2017 National Electrical Code and/or o*w appkeable I91a HwMD rON+Os n PJ=R S NNr TO
IE INeaN TO ANYONE OOTa101 TOM
local codes.Thm Includes proper groundbV and bonding of Ow sign. OINEIVATION NOR S IT TO E oSn,COMED,
NFR NCE16 AN E MN1i®IIr e11T BMW
PERMITS/INSP PAYMENT RECPT#: 20911226
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
DATE: 06/11/20 TIME: 15 51
CLERK: morganami DEPT:
CUSTOMER#: 677171
NATIONAL SIGN CORP.
PARCEL:
CHG: BLDPRM BUILDING PERMIT 216 00
AMOUNT PAID: 216 00
PAID BY: NATIONAL SIGN CORP
PAYMENT METH: CHECK
5051
REFERENCE: 205 GATEWAY
AMT TENDERED: 216 00
AMT APPLIED: 216 00
CHANGE: 00
DICIN ELECTRIC CO., INC. LETTER OF TRANSMITTAL
156 CROSS ROAD
WATERFORD, CT 06385 Date 4/16/2020 Job No. 624
TEL. (860)442-0826 Attention ATTN.. BUILDING DEPARTMENT
FAX. (860)442-4734 TOWN OF SOUTH WINDSOR
AN AA/EEO EMPLOYER 140 SULLIVAN AVENUE
SOUTH WINDSOR, CT 06074
Re: 190 BUCKLAND ROAD-ELECT. PERMIT
We are sending you X Attached Shop Drawings Change order
Plans Sample Specifications
Prints Copy of letter
Copies Date No. Description
1 4/16/2020 ELECTRICAL PERMIT APPLICATION -190 BUCKLAND ROAD
1 4/16/2020 DICIN CHECK#47263 -$5,364.00
1 4/16/2020 COPY OF ELECTRICAL LICENSE#ELC.0102834-E1
1 4/16/2020 INSURANCE CERTIFICATE
1 14/16/20201 1 ELECTRICAL DRAWINGS&FIRE ALARM DRAWINGS
THESE ARE TRANSMITTED as checked below:
X For Approval Approved as submitted Resubmit
For your use Approved as noted Return
As requested Returned for correction Review and comment
FOR BIDS DUE
REMARKS
CC:Dicin Electric File
Signed Cynth&vTfe-sctw
Email: cindy(cDdicinelectric.com
1 _.
STATE OF CONNECTICUT
ELECTRICAL UNLIMITED CONTRACTOR
RUDOLPH T CHIEKA
3101 S.OCEAN BLVD.#304
HIGHLAND BEACH,FL 33487-4705
License# Effective Expiration
ELC.0102834-E1 6/77
09/ /2020
SONED
PAUDINYM
A#�V• CERTIFICATE OF LIABILITY INSURANCE
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS
CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED REPRESENTATIVE OR
PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the Certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed If
SUBROOATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this
certificate does not confer rights to the certificate holder In lieu of such endorsement s
PRODUCER CONTACT
CLIENT CONTACT CENTER
FEDERATED MUTUAL INSURANCE COMPANY A
HOME OFFICE'P.O.BOX 328 I c NNe E:*:BBB 949 Fn c Ne:507 44B 4664
OWATONNA,MN S5060 AODAR ss.CLIENTCONTACTCENTERQFEDINS.COM
INSURER(SI AFFORDING COVERAGE NAM.0
INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935
INSURED 186-1794 INSURER m FEDERATED SERVICE INSURANCE COMPANY 28304
DICIN ELECTRIC COMPANY,INC. INSURER C:
158 CROSS RO
WATERFORD,CT 06385-1236 INSURER D
INSURER E:
INSURER F:
COVERAGES CERTIFICATE NUMBER:20 REVISION NUMBER:0
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS
AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR TYPE OF INSURANCE ADDL 6UBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS
LTRN M/ / IMMJDDIYYYYI
X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000
DAMAGE T RENTED 2100,000
CLAIMS-MADE X OCCUR
MED EXP 1My one person) T10,0w
A N N 6102104 02/01/2020 02/011=1 PERSONAL A ADV INJURY $1,000,000
'LAOOR�5tA�E LIMIT APPLIES PER: GENERAL A00REGATE $2,000,000
X POLICY IJ PRO- LOC PRODUCTS•COMPIOP ADO $2,000,000
OTHER:
AUTOMOBILE LIABILITY COMBIIIED n 61NGLE LIMIT S1,000,000
X ANY AUTO BODILY INJURY(Per paean)
OWNED AUTOS ONLY SCHEDULED
A AUTOS N N 6102104 02/Ol/2020 02/01/2021 BODILY INJURY(►Ir wxidenQ
IRRED AUTOS ONLY NON OWNED PROPERTY AMAGE
AUTOS ONLY
X UMBRELLA LIAO X OCCUR EACH OCCURRENCE $10,000,0w
A EXCESS LIAR CLAIMS-MADE N N 6102105 02/01/2020 02/01IM21 AGomwr $10,000,000
DED I I RETENTION
WORMERS COMPENSATION X PER STATUTE flR-
AND EMPLOYERS'LIABILITY
ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000
B OFFICERMEMBER EXCLUDED? NIA N 1802482 02/01/2020 02/01/2021
IMandakery In NH) E.L.DISEASE-EA EMPLOYEE $1.0001000
N ye%dMad:rLM viler
DESCRIPTION OF OPERATIONS Wow DESCRIPTION •POLICY LIMIT $7,000,000
DESCRIPTION OF OPERATIONS f LOCATIONS I VEHICLES(ACORD 101.AddlgmM Rewwks Sd,edule,Ivey be arddwd I1 ewe Fpw la required)
CERTIFICATE HOLDER CANCELLATION
IMIT94 200
TOWN OF SOUTH WINDSOR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
1540 SULLIVAN AVE ACCORDANCE WITH THE POLICY PROVISIONS.
SOUTH WINDSOR,CT 06074-2734 AUTHORIZED REPRESENTATIVE lGe♦ � �
®1988-2015 ACORD CORPORATION.All rights reserved.
ACORD 25(2018/03) The ACORD name and logo are registered marks of ACORD
�r
1900724 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER , � �, BUILDING PERMIT
` o vzl Eli . "
DATE: 09/23/2019
GIS ID; 34840205
FEE: 21600.00
MUNIS APPLICATION# 201902046' �.«� + �,'� , t'
' " 4 ' DESCRIPTION:
r � �
APPLICA'�
NAME: ` ,:. LOCATION
PROJECT•EXPEDI �r 5- k ,#`r. ` : ;
A, I]IS 0�34CA� EWAY BLVD
ADDRESS: , ' ;;., �. . ,: ►
28 STATION ST ti OWNE r BAN{OF CONNECTICUT
�C�� ��'. . ,fi +, �n ,sue
MANALAPAN,NJ`F 77� . • �' ,.�
DESCRIPTION OF WORK: "'
oU1,110
QP7 ANS BY
�, ,
�+""k. , do k � -,� ?L 9 fi.�•I�,^�. � ����
SPECIAL CONDITIONS
SPEC ���, t� � •�;� •,..�� ; ���R �: ��,�� �
ALL WORK TO BE DONE IN ACCORDAF•.t� 1T> FLIC � n PUNS AP P BY THE BUILDING DEPARTMENT.
�.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: LBV"" NGr OFFICIAL
9232019 9:30 AM THE FEE ABOVE INCLUDES A$026 PER THOUSAND CT STATE EDUCATIONSGE
PERMITS/INSP PAYMENT RECPT# 20910803
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
DATE: 05/07/20 TIME: 15 00
CLERK: morganami DEPT:
CUSTOMER#: 718653
DICIN ELECTRIC CO. , INC.
PARCEL:
CHG: BLDPRM BUILDING PERMIT 5364 00
AMOUNT PAID: 5364 00
PAID BY: DICIN ELECTRIC CO. ,
PAYMENT METH: CHECK
47263
REFERENCE: CHASE BANK
AMT TENDERED: 5364 00
AMT APPLIED: 5364 00
CHANGE: 00
tp� 11
C i
V
APPLICATION FOR ELECTRICAL PERMIT
TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT
1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE) 860-644-2511 EXT. 230
DEPARTMENT DECISION
PERMIT NUMBER:
APPLICATION IS HEREBY:
RO BLDG.PERMIT NUMBER:
DATE rPECTOR
LOCATION OF WORK: aos (7 akvj&n w l n 4 s o r CT
APPLICANT: OWNER: TYPE OF STRUCTURE:
%,�JEW BUILDING
NAME:-Dely;a Le DA' A O NAME: C�clSe genk 61 LQAAS, 4LQI ❑ADDITION
PHONE NUMBER: S)fi -S* ,1) PHONE NUMBER: — ❑EXISTING BUILDING
ADDRESS:_i%I-OZ 131 S} ADDRESS:-161C66.Rwa, %IYA ----
TYPE OF USE:
s out► ozone PaY k� Y , 4�o Sou\ V+n dSaY, CA u
RESIDENTIAL Nq colrmIERclAl.
L --- —L
ELECTRICALQ INFORMATION: 9 FURTHER DESCRIPTION OF WORK:
TYPE OF INSTALLATION: CctYN tw(QSS CcLra AcceSS T n3 fA 11:or �,oY AT
SIZE OF SERVICE: N I A v Q w,�y1e
SIZE OF MAIN SERVICE: jy ii\
NUMBER OF METERS: _
NUMBER OF PANELS:
NUMBER OF LIGHT CIRCUITS: 0 ESTIMATED COST:S I I kt CI SL •cl I
NUMBER OF SWITCHES: D
NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S 7-) • 0
NUMBER OF A/C CIRCUITS: D
FEE SCHEDULE:S1S PER$1,000 OF THE ESTIMATED COST.
NUMBER OF POWER CIRCUITS: ROUND UP TO TIIE NEXT THOUSAND ONCE THE PROJECT
IS S1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS
NUMBER OF OUTLETS: PART OF THE PERMIT FEE)
THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL
ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK.
CONTRACTORS LICENSE NO.: 0'1 L::�6 S TYPE: E L� STATE: C.T
SIGNATURE OF APPLICANT: DATE:
X00706
APPLICATION FOR PLUMBING PERMIT
TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT
1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE)860-b44-2511 EXT.230
PERMIT NUMBER:
DEPARTMENT DECISION oDa�
APPLJ Y.
BLDG.PERMIT NUMBER:
S=i -►0 -
D TE PECTOR
LOCATION OF WORK: 190 Buckland Road,South Windsor,CT
APPLICANT• OWNER: TYPE OF STRUCTURE:
tXNEW BUILDING
NAME:Tucker Mechanical NAME: JP Morgan Chase ❑ADDMON
PHONE NUMBER 203-630-7200 PHONE NUIvBER: o HaasmG BUILDM
ADDS: 367 Research Parkway ADDRESS:
TYPE OF USE:
Meriden,CT06450 oRESIDENTIAL XCOMIvIMCIAL
PLUMBING INFORMATION: FURTHER DESCRIPTION OF WORK:
TYPE OF INSTALLATION:Storm/Sanitary/Dom Water/Nat Gas New construction of a Bank including remote drive UD ATM.
No.OF Tonzrs: 2 STYLE:Tank T w.oFBATHTUBs: 0 inc:(1)MSB,Break area with sink and coffee station
NO.OF SHOWERS: 0 No.OF LAVATORIES: 2 Natural gas piping to RTU
NO.OF CATCH BASINS: 0 NO.OF FLOOR DRAINS: 2 Storm piping at ATM canopy roof
ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY WINDOW?
oYEs XNO ESTIMATED cosT: S 101 117.00
SIZE OF WINDOW: SIZE OF DUCTS:
SEWER OR SEPTIC TANK: Building Sewer FEEENCLomms 1836.00
SIZE OF WATERPIPING AND RISER: 1-1/2"
WATER HEATER:TYPE Electric mANuFACTum Bradford
White FEE SCHEDULE:Sig PER$1,000 OF THE ESTIMATED COST.
ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS
$1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART
OF THE PERARI FEE)
THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH AL>;LQCAL
ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK.
am/
CONTRACTORS LICENSE NO.: NM•.D2$7643 r TYPE: P-1 STATE: CT
SIGNATURE OF APPLICANT:�� /`? DATE:
0?
APPLICATION FOR IIVAC PERMIT
TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT
1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE)860-644-2511 EXT. 230
PERMIT NUMBER
DEPARTMENT DECISION
APPLICATI BY: K
p BLDG.PERMIT NUMBER:
1900724
DATE ECTOR
LOCATION OF WORK: Chase Bank- 205 Gateway Blvd., South Windsor, CT 06074
APPLICANT: OWNER TYPE OF STRUCTURE:
V BUIIDING
NAME: David J. McCloskey Jr. NAME: Chase Bank of Connecticut ❑ADDITION
PHONE NUMBER (856) 784-5080 PHONENUMBE -- (860) 674-5624 0 EXISTING BUMDING
ADDRESS. 445 Lower Landing Road ADDRESS: 4 Executive Drive, Suite 100
TYPE OF USE: /
Blackwood, NJ 08012 Farmington, CT 06032 ``f/
RESIDENTIAL coMMFRCL4I.
AC=INFI) TION: HE
FURTR DESCRIPTION OF WORK:
TYPE OF SYSTEM `iiiiiT>NG A/C supply and install ductwork insulation,
EMATNG: equipment, piping, split systems and control
REFER TO SUBMITTALS wiring. ALS FOR
[[DESCRIBE
L BEAT LOSS(BTUH) °F (IffAT LOSS SHEEP REQURED) ATTACH
RIBE ALL HEATING EQUIPMENT(INCLUDE W F MODEL NO.):
U#1 -Carrier 38VMA072RDS5-1
HCFE07A2A5 OF2C0(6 ton) 200,000.00
(jCFNn5A4A5 r,F?(-n(4 tan) AC 1 AC-2&I ESTIMATED COST:S
40VMM024A--3 40~018---3
AIR CONDMO14ING:
REFER TO SUBMITTALS 3,600.00
GN TEMP•.OFFSIDE °F INSIDE °F DIFFERENCE F° FEE EHCLOSEII:$
AL HEAT GAIN(BTUH) (HEAT GAIN SHEET REQUIRED)
ALL COOLING EQUPNIFNT(INCLUDE MAKE AND MODEL NO.):ACCU-1 (VRF)-Carrier [IFEECHEDULE:$18 PER$1,000 OF THE ESTIMATED COST.
U#1 -Carrier 38VMA072RDS5-1 D UP TO THE NEXT THOUSAND ONCE THE PROJECT IS
HCFE07A2A5-OF2CO(6 ton) VER (.26 CENT EDUCATIONAL FEE INCLUDED AS PART
^"F 'GAF RF?C`n(4 tnnl Ar 1 eC Paz E PERMIT FEE)
TIE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDNMCES AND
STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK.
Heating, Piping,&Cooling CT
CONTRACTORS LICENSE NO.: HTG.0397921-S1 TYKE: Unlimited Contractor STATE:
SIGNATURE OF APPLICANT: ' " '��— ,�> DATE:
4/13/2020
DOI �03C)9C,
Electric # APPLICATION FOR BUILDING PERMIT
Plumbing#
HVAC# 76 b d Y Date: �612-o �q
Sprinkler# Estimated Cost
'
FINAL APPROVALS J� $�foal Doo
Permit Fee $
Building 0-0 l 0 COMPLETE RED BOXED AREAS
Engineerin Occupancy Fee $ 3a.
Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $
AppnforCO. I SIGN ON REVERSE SIDE A
Total Fee $
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersigned hereby applies to do work according to the following:
Zo j V ti+zW Ca G T�'l.lt
Applicant Ewal.c),AerS LocationofWork I1b Lot No. 2-
Applicant's Address -s St cj�e 1-% Tel # (-:f Tb(o -2-48 4
Town o-v gjo- G#) rQ1 Zip 0 -4�-210 Lic.# MCQ.DGp345b
Owner I D a 1rtc l-Lc Architect -R b Af c1 iA--,d v,ti, L-. -P
Owner's Address Ce f—:�yy-c v-but Drivt Architect's Add re s 132 weU} 3 St 5&ret-
M i nG�011 CT Zip QW,6 , New r�, Zip )0001
Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area
Purpose of this permit ( w b u i t d -For U oS e Bank a,5 r 1pi[AAs Intl
P6 c-t ur Q.A-e-6 1
City Water Well J Septic System :1 Sewer
Ins: HO SP Cert. rea Basement Garage
Approved by Date Use Group ' Construction Type
a�%t 9 Revised 1108
I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this
permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required
distances from all other zones and is located in which is build g a use is all ed.
Signed
I hereby apply for a Certificate of Occupa fo>ther,� s ed in this application for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
t
�O 5 CGS L 61yd, RECEIVED
NOV 0 9 2020
South Windsor BukWV DOM
+ 1.856.784.5080
' FAX 1,856,784.8283
.'v Q o
� MECHANICAL CONTRACTORS, INC.
"5 LOWER LANDING ROAD A BLACKWOOD,NEW JERSEY 08012
WASHINGTON,DC a& BOSTON,MA A DALLAS,TX A NEW YORK,NY
Ll mn iaNJa4NY►4PA*%DEJ4MD►%DCAVA►!+MA►4PJACTACHd4FLO6MIATX
www.mccloskeymechanical.com
JOB: JPMC — South Windsor, CT
JOB #: B20-026
SUBMITTAL: Air Balance Report
SPEC: 230593
DATE: 11/5/2020
Casey Zaino
Project Manager
McCloskey Mechanical Contractors, Inc.
casev@mccloskeymechanical.com
P: (856) 784-5080
C: (609) 832-4766
f
w i C/o
In +h:, VPC - IermJis
ar-c w� n4c v,i 5
/l 100. C)
p O.Z3osZ3?
Bpr�ngBz�oo$1VY I4Z40
PIRoaa:C776�>80,749as7
Fiaa:<776>002-10I0
Bmairbal®gmaail.00m JOB NUMBER: 20123
BALANCE REPORT FOR
JOB NAME: Chase Bank
South Windsor, CT.
CONTRACTOR: McCloskey Mechanical Contractors
ARCHITECT: TPG Architecture
ENGINEER: MG Engineering, P.C.
CERTIFICATION
The system has been completely balanced in accordance with the plans
and specifications and the results of the tests are herein recorded.
BY: J1.3m2a0zdcaa Utz-Baiaace
DATE: 10/26/2020
READINGS BY: B.W.
CERTIFIED
Milford C. cheel r J .
Amairican Air
Balance Company Inc
#211 Expires 1111812021
NATIONAL BAIANCING COUNCIL
AIR MOVING EQUIPMENT TEST SHEET
Ba.Iaaoe Co.
JOB NAME: Chase Bank PAGE NO: 1
ADDRESS: South Windsor, CT. SYSTEM: RTU -1
UNIT DATA MOTOR DATA
UNIT NUMBER RTU- 1 MANUFACTURER/FRAME Marathon/56HZ
LOCATION Roof HP WATTS Not Listed
AREA SERVED Office, Lobby, Loan Consult. VOLTS/PHASE/HERTZ 208/3/60
MANUFACTURER Carrier MOTOR RPM 1725
MODEL NUMBER 48HCFE07A2A5AOF2C0 AMPERAGE/S.F. 8.8/1.15
SERIAL NUMBER 1920P95782 MOTOR SHEAVE 4 3/4"
FAN SHEAVE 8 1/2" CENTER LINE 17 1/2"
NUMBER BELTS 1 SHEAVE POSITION 100%
MODEL NUMBER AX52
NO.FILTERS/TYPE/SIZE 4/TA/16 x 20 x 2
TEST DATA DESIGN ACTUAL TEST DATA ACTUAL
TOTAL CFM 2685 2606 DISCHARGE S.P. .69
RETURN AIR CFM 2160 2178 SUCTION S.P. .50
OUTSIDE AIR CFM 525 564
STATIC PRESSURE 1.2 1.19
FAN RPM Not Listed 960
VOLTAGE 208 211
AMPERAGE 8.8 6.12
DAMPER POSITION
REMARKS:
TEST DATE: 10/26/2020 READINGS BY: B.W.
AIR MOVING EQUIPMENT TEST SHEET
B�slsaee Co.
JOB NAME: Chase Bank PAGE NO: 2
ADDRESS: South Windsor, CT. SYSTEM: RTU -2
UNIT DATA MOTOR DATA
UNIT NUMBER RTU-2 MANUFACTURER/FRAME Not Listed
LOCATION Roof HP WATTS Not Listed
AREA SERVED Toilets, Break Rm., Office VOLTS/PHASE/HERTZ 208/3/60
MANUFACTURER Carrier MOTOR RPM Not Listed
MODEL NUMBER 48GCFN05A3A5A6F2C0 AMPERAGE/S.F. 5.1 /1.0
SERIAL NUMBER 1820089076 MOTOR SHEAVE Direct
FAN SHEAVE Direct CENTER LINE Drive
NUMBER BELTS Drive SHEAVE POSITION Fan
MODEL NUMBER Fan
NO.FILTERS/TYPE/SIZE 2/TA/ 16 x 25 x 2
TEST DATA DESIGN ACTUAL TEST DATA ACTUAL
TOTAL CFM 1425 1450 DISCHARGE S.P. .73
RETURN AIR CFM 1140 1246 SUCTION S.P. .463
OUTSIDE AIR CFM 285 310
STATIC PRESSURE 1.23 1.193
Direct
FAN RPM Not Listed Drive Fan
VOLTAGE 208 211
AMPERAGE 5.1 3.75
DAMPER POSITION
REMARKS:
TEST DATE: 10/26/2020 READINGS BY: B.W.
m�ITr1oSE Im J1 ix- DIFFUSER GRILLE TEST SHEET
33AZAm a Co.
JOB NAME: Chase Bank PAGE NO: 3
ADDRESS: South Windsor, CT. SYSTEM: RTU -1
AREA I OUTLET EFFECTIVE DESIGN PRELIMINARY FINAL
ROOM NO. NUMBER TYPE/CODE SIZE AREA FPM VEL. CFM FPM VEL. CFM FPM VEL. CFM
RTU -1 Supply
Hall 1 LS134 24 x 4 50 Hood 112 Hood 49
120 2 LSD2 96 x 4 675 412 630
120 3 LSD12 252 x 4 175 211 165
120 4 LSD11 48 x 4 75 164 79
118 5 LSD8 48 x 4 275 312 277
Conference 6 LSD9 48 x 4 135 130 126
Conference 7 LSD9 48 x 4 135 1 121 125
Conference 8 LSD9 48 x 4 135 141 127
120 9 LSD16 96 x 4 75 77 77
112 10 SD 4" 50 62 48
112 11 SD 4" 50 73 53
113 12 SD 4" 50 50 55
113 13 SD 4" 50 41 45
120 14 LSD17 180 x 4 75 40 71
114 15 LSD1 48 x 4 110 1 101 110
114 16 LSD1 48 x 4 110 1 79 107
114 17 LSD1 48 x 4 110 65 106
115 18 LSD10 48 x 4 175 182 1 177
116 19 LSD10 48 x 4 175 # 310 179
2685 2683 2606
RTU -1 Return
Ceiling 1 OED 36 x 12 3.00 720 2160 591 1773 726 2178
RTU -1 Outside Air
Roof 1 Open 35 x 20 4.86 108 525 192 933 116 564
REMARKS:
TEST DATE: 10/26/2020 READINGS BY: B.W.
�0��_� 11 ••• ® •••
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TEST DATE: 1 • 1 1 READINGS BY: B.W.
FAN TEST SHEET
Bmzm=4ce Co.
JOB NAME: Chase Bank PAGE NO: 5
ADDRESS: South Windsor, CT. SYSTEM: AC -1
FAN DATA
FAN NUMBER AC- 1
LOCATION 101
MANUFACTURER Carrier
MODEL NUMBER 40VMM0243
SERIAL NUMBER Not Listed
DESIGN CFM 700
ACTUAL CFM 646
DESIGN STATIC PRESS. .6
ACTUAL STATIC PRESS. .651
MOTOR MAKE Not Listed
DESIGN
VOLTS/PHASE/HERTZ 208/1 /60
ACTUAL VOLTAGE 1 211
FAN DATA
FAN NUMBER
LOCATION
MANUFACTURER
MODEL NUMBER
SERIAL NUMBER
DESIGN CFM
ACTUAL CFM
DESIGN STATIC PRESS.
ACTUAL STATIC PRESS.
MOTOR MAKE
DESIGN
VOLTS/PHASE/HERTZ
ACTUAL VOLTAGE
REMARKS:
TEST DATE: 10/26/2020 READINGS BY: B.W.
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,TEST DATE: 1 • 1 1 READINGS BY: B.W.
FAN TEST SHEET
BsZaaoe C'o.
JOB NAME: Chase Bank PAGE NO: 7
ADDRESS: South Windsor, CT. SYSTEM: EF-1 -4
FAN DATA
FAN NUMBER EF- 1 EF-2 EF-3 EF-4
LOCATION Men's Restroom Women's Restroom Lounge 104 Corridor 108
MANUFACTURER Greenheck Greenheck Greenheck Greenheck
MODEL NUMBER SPA110 SPA110 SPA190 SQ60D
SERIAL NUMBER Not Listed Not Listed Not Listed Not Listed
DESIGN CFM 100 100 200 100
ACTUAL CFM 103 97 196 102
DESIGN STATIC PRESS. .25 .25 .25 .25
ACTUAL STATIC PRESS. .251 .247 .257 .246
MOTOR MAKE Greenheck Greenheck Greenheck Greenheck
DESIGN
VOLTS/PHASE/HERTZ 120/1 /60 120/ 1 /60 120/ 1 /60 120/1 /60
ACTUAL VOLTAGE 121 119 1 119 121
FAN DATA
FAN NUMBER
LOCATION
MANUFACTURER
MODEL NUMBER
SERIAL NUMBER
DESIGN CFM
ACTUAL CFM
DESIGN STATIC PRESS.
ACTUAL STATIC PRESS.
MOTOR MAKE
DESIGN
VOLTS/PHASE/HERTZ
ACTUAL VOLTAGE
REMARKS:
TEST DATE: 10/26/2020 READINGS BY: B.W.
TEST DATE: 1 . 1 1 READINGS BY: B.W.
SITE COMPLIANCE CHECKLIST
TOWN OF SOUTH WINDSOR,CONNECTICUT NO 13 2020
***** FOR C OF O*****
(',h,,,�, (�c,r�,��. SOUTN'MNDSOR PI.�NN1N4 DEPT•
ADDRESS �Cc, �( Civ t)�, LOT/UNIT# Reviewed by rya (Engineering)
CONTACT/DEV der c u r\ Date Reviewed_Li I ,Ajj��kl/Denied 416
PH# I q 0 d &1 3 'yUZZ Reviewed by 'YP (Planning) 0 f
Date Submitted Date Reviewed proved nied '^
As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading
plans have been complied with and approved by the Town Engineer. The minimum requirements shall include:
Approved Denied N/A
—L� 1. Approved building permit plan
2. Finish grading per approved
building permit plan
3. Site work; i.e.trees,shrubs,
dumpsters, required parking
4. Utility location;
a. sanitary sewer/septic systems
, b. foundation drain
C. electrical&telephone
d. water
e. other��}y
5. Sewer connection charge paid
6. Appropriate certification
7. Bonding
8. Planning&Zoning/
Inland Wetlands Considerations
A. Lighting
B. Signage
Freestanding Wall
C. Fee in lieu of Open Space
COMMENTS: «0t�J Ste: Su., S� S:nrf
4-C ,
' 1
s/engineering/molloy/site compliance checklist
f
t '
15 Haley Dr _ V
•M�c 1t Liquors`•�
Panera Bread
1 iF o
o I
w �
MAP LEGEND
/ I D.W.P.
APPROXIMATE LOCATION OF PROPERTY LINE 1® �� � °•°. �� Qa ea-: can�v
■ ■ SURVEY LIMITS (SEE NOTE 6) 155.14 C"MGE
D.W.P.
�I-f� ` EXIST. BUILDING FOOTPRINT AT 1 I 0 155.10
GROUND LEVEL&DOORWAY
155.
GUIDE RAIL W _ - - x o• o. F. m ,, Breaktas
v� Culnon Inn,Bed and
t�.
----123---- EXISTING CONTOUR CS ,, - _ 154.0 -- = �5�5'� �. . 5■ ..5.7.1 .. �s®� ��' o = ■me 154.89
x 12.34 EXISTING SPOT ELEVATION �' x147.5 - _
_ _ Mffl4- - - - - - � 5
_ - - - - - 152.3 \ 153.1 - fr �5� j�le6■ - -- - - - - -t!0_ �C15419 BCC154.54 ' s
x TC12.34 EXIST.TOP OF CURB ELEVATION CS \ so
laze ,1146.0 - 145', > 149.5 ' - 151� •�
148.1 x149.2 148.0 5�.2x -� x so
148.0 x x150.5, �. �� _ ,:� to
x BC12.34 EXIST.GUTTER ELEVATION 14�°4 x147.6 - �a9.2 _ _ \ Bc153.a3 ' \ �� VICINITY MAP
x1A7.8 ■� 152.1 \ � 3•a3-_---UD--_
147.E x x 148 49�, S'r I51.2 S s
\ 5300 - -UD- aC1W.94 s 154.47
II Ia7.13 147.5 � - so �■ ■■ M.C. x152.7 /S3 I�'`' 8C152.56
x BW12.34 EXIST. BOTTOM OF WALL ELEVATION �U 46.39 - - ,�ll��,��■ GRA55 /�� / 151.89 1 \ I \ \
x D512.34 DOOR SILL ELEVATION 1 . 6 / 149.58 I 151 i 11 I m W
15o.70 \ x153.10 \ _ ••�
\
. ,. - 1 _ / G�A%5 IQ x152:71 1 (n NOTES:
x TB12.34 EXIST.TOP OF BANK ELEVATION 1a6.9 ,147•93' ICONC.WA Iso.y9 iG152.67 I x15z.30 \ Tas N \
\ 152.G / _ f,_ ` 1. THIS MAP WAS PREPARED FROM RECORD RESEARCH,OTHER MAPS,LIMITED FIELD MEASUREMENTS
149.63/ / - 8CI52.15 I I pSPNALT J I \ �. G
_ / 152.27 I 1 PAVEMENT n ��
1 laa.76 i / I _ o cN :xl4�z AND OTHER SOURCES.IT IS NOT TO BE CONSTRUED AS A PROPERTY/BOUNDARY OR LIMITED
APPROX.LOCATION U.G.WATER LINE 0 220'/ \ / ,`' o /152.23 3' x152AG o _ e.
PER REFERENCE NO.3 � � / / TG152g4 TC152.45 B 152.45 ---p° _,B PROPERTY/BOUNDARY SURVEY AND IS SUBJECT TO SUCH FACTS AS SAID SURVEYS MAY DISCLOSE.
JJ I / 8C152.05 - G--
C 1 SIGNaC152.01 C.C. - W - rUr J/.
APPROX. LOCATION U.G.GAS LINE ] i .c ��y - - w-� �� rE.O.P. \ 2. PROPERTY KNOWN AND DESIGNATED AS LOT 8,IN MAP 27 ON THE OFFICIAL TAX MAP FOR THE TOWN OF
----G---- CNASEB K I 31 / G"5 ^
PER REFERENCE NO.3 I' \ 4Z / - T � L.S.A. // \ \ ��_ SOUTH WINDSOR,HARTFORD COUNTY,CONNECTICUT.
c 146.04 1462 , / I I / / 152.77 I52.70 G/ __G W152.EI1 ; z �$ I,/
APPROX.LOCATION U.G. ELECTRIC LINE �' I I� I - E coNc \ \\
PER REFERENCE N0.3 \ , L•5•a I _ Isz.2a _ "=- 3
� , \ 3. ELEVATIONS ARE BASED UPON REFERENCE NO.1.
151.8a CORC 12. 6 iCl 2•� TCf52.63 x151.91 iG152.01 x \q 1
152.29 TC152.23 aC151.6 Bw152.57 TC152.65
\ --_ c 1 gC152.16 I BC151, u-:' 8C152.20- E-- - GO CONC ni�cA1vG I I 1 /�\ \\ _\ I 4. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE.LOCATIONS AND SIZES ARE BASED ON
APPROX. LOCATION U.G.TELEPHONE LINE 14G.3 F 151.91 _ w 1 PRIOR UTILITY MARK-OUTS,ABOVE GROUND STRUCTURES THAT WERE VISIBLE&ACCESSIBLE IN THE
----T---- PER REFERENCE NO.3 \ I I I I r _�- �� Tcis2.al I I o l. . E- - Cmm I ��_ I I I� I f
145.9 I /ATE` _ 152 7{.S.A. 152.E 152.89, - x152.17 - E--- - _ xh ��{� I o I I I I I ` FIELD,AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY.
n nnnnv 1 !1/•�ATIlIAI I 1 n oTnonn I IAiC ' e m I 151.72 3'C.-. rr152.49 I �S (21P.T? _._l� I /, I , I I"-' AVAILABLE ASBUILT PLANS AND UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND
---STM--- /1rrR%.JA.LVIi/1IIVIV V.V.01VrVVILIIVC O i - F tL..-------T\ \ -- xN- 6`Mn A�^""'- u -" - W" / '�152.05 x152.13
PER REFERENCE N0.3 I I I I / I 1 TRAs11� � I I \ 1 E.O.P. UTILITIES AND STRUCTURES. BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES
\G.M. E,µ.3ElEC. - u \ BOLtA� I I zP I I I 1 SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE PROPER UTILITY COMPANIES.
v PANEL x `� W.L. - TCI52.44
APPROX. LOCATION U.G.SANITARY LINE 67.0 x,a .5 //�° _ W� 15z.1s \ x151.66 1 �, o BCu5144 TN I I I I I
---SAN--- PER CONTRACTOR NOTES 1a5.76 45.6 I \ ,1 I 'I f / o z 4 u = 2 �� ~� d'I 1 1 1- I I ' I•I 5. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT REPORT AND IS SUBJECT TO
x 8 TC152.82 I 1 151.7a \ I ' l I 1 1 TJI;AWAS td THE COVENANTS,RESTRICTIONS AND EASEMENTS THAT MAY BE CONTAINED THEREIN.
---uD---- APPROX.LOCATION UNDERDRAIN I 145. \ \ I J,I I / D5152.96 - 15282 I L5.A.
151.57 LS.A. \ I I I I J I
PER REFERENCE NO.3 /' \ \ 1 :' I I 1 I I- 6. EXISTING FEATURES SHOWN OUTSIDE OF THE SURVEY LIMITS ARE BASED ON A CAD FILE PROVIDED BY
� r 1- Cl � �. � I I - I
I I I .i VERICON CONSTRUCTION COMPANY ON SEPTEMBER 25,2020(REFERENCE NO.2)AND HAS NOT BEEN
a5.6 } x ^' TM51.66 o, �19 m
I \ - I ' I TCI51.64 151.GI I k I 1 _ CONFIRMED BY THE SURVEYOR.ONLY THOSE FEATURES THAT LIE WITHIN THE SURVEY LIMITS ARE
L5.A. TC152.8G 151.53'I BCI51.22 -
GV❑ GAS VALVE X I51.15 NN n
/ IG�A55j�I1 II II II m i I x m 8C152.56 1152.47 15z.4o 11 xi I I I CERTIFIED TO A-2 AND T-2 STANDARDS.
In GAS METER = I LS.A. I l/ 1- 10• x MAD \' v u o ' /��
ELECTRIC METER 1 / � I I II49.01 I I I M.C. I lye �_ I I 1 1 __ I I I \ 7. THE LOCATION AND EXTENTS OF UNDERGROUND TANKS AND VAULTS,IF ANY EXIST,HAVE NOT BEEN
UE AREA LIGHT ON CONC.BASE / �I II II I I �- 151 45 II u - �� DETERMINED BY THE SURVEYOR.
,�/ I I I4a.8 I x ¢ x \ �0 � 12.45 152.37
❑� 1 1 1 I 1 m I c151.65 I ► I I I II I I 1� \ /
I N N �� 5 c'o vALK TCIol.60 151.03 .1 • I I I I I -I \ / B. THE ON-SITE STORM SEWER INLETS HAD FILTER FABRIC INSTALLED FOR SOIL EROSION MEASURES.THE
f �_ � ,n x� �,:e I 52. � 151.53 � -8CI51.06 \ �? ci I u I I I I
4 I I I - IN oI 13 o I d I N� 151.26 u 3 I I I FILTER FABRIC PREVENTED AN ACCURATE MEASUREMENT OF THE INVERTS AS WELL AS THE
MANHOLE / I I I I I I� I Io M 05152.95 x I�l a 15 . o / 151.4a I W.L. i 1 I I I A I I I I \ / I VERIFICATION OF PIPE SIZES.THE BOTTOM OF STRUCTURE(SUMP)ELEVATIONS HAVE BEEN PROVIDED.
INLET � _ ;o �' I52.46 152
B 145.3/ , 1 n u I I 1 STORY BRICK E I_I �
'� D o 13
MAyDNRYBUILDING n � I 152.34 I x151.B3
1► TRAFFIC CAMERA 0 , lay / �44.7 I I 1 I I�I I N 1908UCrD ROAD I x� - / M
' I I v� n Ct1A5e 13P0! I 152.39 1 I
] PEDESTRIAN CROSSING SIGNAL
' l a4 3,l\ I\ I` 148i x II II II II i I 13UILD1314457�F M a m B I152 55 1152.47
OH OVERHEAD WIRES � N„ cli
A. 5❑ 51.32� I50.9 -IFJ=_x150.82\ x151.13 ��
/ I
t=- < I �_ / ■ \ I I I ► I I I I N - I , l FSPHA�L7 151.3b f \ I /
• BOLLARD z ¢ o a I \ ' I I I I L5 A• TCI52.87 12'PIPE I
r \ I I I I I I I Iw I I z II I I REFERENCES:
oc I BCI52.a0 150.66 Up _-_- I /
C� SIGN o ' I \ 1 I 1488I I I II �, II 151.34 WL _ p --' INLET
r- __ \ I I I I I ji 1. SET OF PLANS ENTITLED"CONSTRUCTION DOCUMENTS FOR CHASE PROPOSED BANK AND
Lp 43.8 I I Zd I N - LONG. TG 150.58 / / I
FLAK
PAINTED ARROW 1 /!fix �5 INLET GM 149.94` I I DRIVE-THRU FACILITIES,MAP 27,LOT 8,190 BUCKLAND ROAD,TOWN OF SOUTH WINDSOR,HARTFORD
a 1 I 1 I I I n-II 444' N u I I Tc 151.2a G NC I II -Tg�11057ENOTE 8) I Q h` LI I ) 'P ,• I I I COUNTY,CONNECTICUT",PREPARED BY STONEFIELD ENGINEERING,LAST REVISED:MARCH 25,2020.
Q o I I I � - I u xl z oa GRT 150.62 a I lu \ 12'PIPE(1� N t 197 47'I I I I I II 2. CAD FILE PROVIDED BY VERICJN CONS FRIJCTION COMPANY ON SEPTEMBER 2,,9020.
f HANDICAP PARKING SPACE i I) ~ gOT.144.9* TCI51.68� a? j
1 \t�.A�1 1,�!GP 1 x N� _ I tJOTE 8) eC151.24 1 .- St - 5---r-, �I i•I I -
- 1 �•• � I � I 1 e; C152.8U / ,X - 1 \/ - tL•�. -- _� - - �
i' 45.01 � 0 1 \ I / I N I BG I52.21 3, BG15y.r5�J 1 t I I I I
10 PARKING COUNT �� I - ll 52.6 152.7 I WL � 151.74 I 5 0 Ls•A oMG 151.001 I 1 I I I I I 3. UTILITY MARK-UP SKETCH PROVIDED BY CONTECH CONSTRUCTION COMPANY ON NOVEMBER 19,
6'Q TREE&TRUNK SIZE 144.2 \ ft3.9 _Ji 151.94 3' w' / J
L.S.A. I TCI 1.41 /�� INLET 1 I I I 2020.
-ST 152.03 TC151.79 BC1" 93 / 7C 151.04 / } I 1 I \ I..
rL1 .1�II46.4\ \ \ \ \ 1.3 \ _-.544- 152.E I/ TCI52.42 I BCI51.a3 aC151.28 \ __ -/�/ / GRT 150.38 I "/ / -�
�■ I 1 484\ - a'VERT. aG151.88 \ / 151.06 / /8(OSEE NOTE
P.S. �4b k / 15F3 150.9a\ \ PIPE T�1552.3A INLETlaa.66 152.7 52.84 1.80TG I
1.33x150.91 x l�\ \ 8�7GCTc- - 4 \ L 9 A \ x151.18 GRi 0.68 \ 1506T.S.P.ON I \ \/ _ _ ON POLE \ - \ 152.25 x15I AG E10T. 6.2_
c� % _ _ _ _
CONC./ , `I51l6 i51.70 (SE NOTES) I TC15u
� 1 \ I �5�j�148.0 \ - �51.73• \ - �. x� j BGI56.,a oar 146.9 / - \ _
\ _ _
xi4773 - ��I51 2 �\ `TC152.13 _ _ -T 51.3� \ 151.12
TGI44.3 / 1{5.1 - _ _ - \ \BC151.Gl_ -UD / �`p�\ah
\\ 147.1 - \,S `�S/ -UD-BC151.24
� CON
iCl44.14 ` - C.
_I46-
- �145-
1C144.26 TC1-45-IT-
T C 143.91� - � � ` A
ABBREVIATIONS = IDs1GN 7CIa5:96\ \ o
\ 151.20 I I/
nEGA EWaY / / SEE NOTE 6 \\ \ f G2A5s x,�50:9 1a a I r �l I I
TRAFPIG , g 11151i
A.C. ASPHALT CURB Ca1E3A GONC•INIET / / TCI47.9�\\ \\\ \\ BG1551 I IlI l l I I
BOT BOTTOM OF STRUCTURE TG 133.29 / �/ J \ J J
GRT 143.29 Nt({ / / 11
C.C. CONCRETE CURB Siff BDT' (N•P•v.)^ ^laa^ �`Ry ^ / xic149.4�\
CONC. CONCRETE O / _ J / �'� / \J �/
D.C. DEPRESSED CURB \ Tc150.09 _ s.B. 151.35
D.Y.L. DOUBLE YELLOW LINE _ �,110'�IAl t � ��D.w.P. DETECTABLE WARNING PAD / I ' _ c� 5CI 32 x15135 151.84x BGIs?.99 /
�- J n' c%,4GE I UftB A C.
ELEc. ELECTRIC 11 _ _ - _ - - \ ■ YIE �//
CHANGE lELECTRIC METER \ RPR' /h / 1 REVISE TO SHOW ADDITIONAL UTILITIES R.M.C. 11-20-2020
P s No. DESCRIPTION OF REVISION DRAWN: DATE
E.o.P. EDGE OF PAVEMENT 1 \ \ I I ( RIVATC)
GRT GRATE - - \ \ GENERAL LOCATION SURVEY
LOT 8 MAP 27
nvo \ \
/ � - - � WAY I
G.M. GAS METERI�� I \ \ \ �
L.5.A. LANDSCAPED AREA ( _ I ROADWAY \ \\ \\ 190 BUCKLAND ROAD
M.C. METAL COVER \ \ \ TOWN OF SOUTH WINDSOR
N.P.v. NO PIPES VISIBLE S`�k,a,Q�. \ HARTFORD COUNTY
P.5. PEDESTRIAN SIGNAL _\ - -.- \ STATE OF CONNECTICUT
P.T. PNEUMATIC TUBES \
b(r� INFORMATION OBTAINED FROM REFERENCE MAPPING "
�r A L LAS
S.B. STOP BAR �- - '�� �"-- ----- 2865 U.S.ROUTE 1
TEMP. TEMPORARY
- - -.
- U R\/[�I�[I�; NORTH BRUNSWICK,NJ 08902
T.5.P. TRAFFIC SIGNAL POLE �\���� �l L ' 7 FAX:732 940-87860
W. TYPICAL - - - - - - _ - - - - - - - - - - - - .' - - - G
RO U P www.gallassurvey.com
W.G.K. WOOD GUIDE RAIL IIII
l I
W.L. WHITE LINE o
1 DATE SCALE DRAWN: CHECKED:
wM WATER METER
w.5. WHITE STRIPING 10-20-2020 1"=20' R.M.C. G.S.G.
FIELD DATE FIELD BOOK PAGE FIELD CREW
10-17-2020 143 136 D.A.
FILE NO.: DRAWING NAME/SHEET NO.
I rr?nn7Q , I G2vv7�AB.DW 1 ,
THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF
p CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND
THE"STANDARDS FO SURVEYS AND MAPS IN THE STATE OF CONNECTICUT'AS
ADOPTED BY TH C ECTICUT ASSOCIATION OF LAND SURVEYORS,INC.ON
SEPTEMBER 26 .T IS SURVEY IS A GENERAL LOCATION SURVEY AND IT
CONFORMS T OR ONTAL ACCURACY OF A-2,AND A TOPOGRAPHIC
GRAPHIC SCALE ACCURA YO
06 0ti
3
C9 4° 20 0 10 20 40 80
LL BEFOg�
N U EMBOSSED WITH RAISED IMPRESSION OR BLUE INK SEAL
THE STATE OF CONNECTICUT REQUIRES NOTIFICATION BY EXCAVATORS, L ®�� I
DESIGNERS,OR ANY PERSON PREPARING TO DISTURB THE EARTH'S
SURFACE ANYMERE IN THE STATE. ( IN FFET )
11-20-2020
1 inch = 20 ft.
CHARLES J. OSBORNE III DATE
CONNECTICUT PROFESSIONAL LAND SURVEYOR #70076
-
sr� n Zl" Holly Dr
Panera Bread
o
� MQ
e kqy,
w
I �
5
�,�181z1
CURBPant
- 3 55.14 GNANGE
0155.10
l06 Cumon Inh Bed and
8 -
�, � _ - - x155 .
_ z.c >•:. D.1\ Breakfast ..
- - I
a � 154.0 � � 55.3 � � �L�sl 7155
� ���-r m m � m �. �"
i !�- ! 4- 6 1557 TC155.
W p x147.5 \ 153.1 �" s so 00 1"54� 154'G 154.55 CC",
_MAP LEGEND Wc� ! - - _ - _ - - - - - - - - - - -
147.2 I52.3 , ,�...�� r es s s 54.19 , s
IAB\ 148.1 x148.2 148.0 148.'8n- ? 149.5 - �2X` _ x151� vim" >• • 1� TCI53.93
APPROXIMATE LOCATION OF PROPERTY LINE la�sa x147•G _14a.o_�478 x 448.2 1a9 x15o.5� n. 5-1 .. - i \ Tc1 4 \ BCI53.43 ��s <� - 'I VICINITY MAP
147.6x xl t� x 148 so is • M.C. l \ BCI52.94 \ a 154.47 LJ
1� ® ® SURVEY LIMITS(SEE NOTE 6) 4G•39 14z13 147.5 on Ton so � �o / 151.89 \ x15z.7 �s BCI52.56 \ o
/ 3 \ 153.50 ,1-
EXIST. BUILDING FOOTPRINT AT llllll '�1'�.'G r _ a� / 150.70 I \ G- z71 \ \ \ x153.10 \ (W 1 I
z �17�`I / I I s3 � NOTES:
I \ 148.76 / 151.83 J GRA55 xl5 1 \ \ n N
GROUND LEVEL&DOORWAY i a i TCI52.67 GV TC15 /
14G.9 ,147.93 I CONc•W 150.Cy9 xI52.30 /
II ° 152.E BCI52.15 ASPNALT J \ \ , o �1�• I \ 1 i 1. THIS MAP WAS PREPARED FROM RECORD RESEARCH,OTHER MAPS,LIMITED FIELD MEASUREMENTS
n n GUIDE RAIL ! \�- - \ 14�/ / rc)ix PAVEMENT K M� n
p \ 148� / o� /152.23 152.27 3' '152.IG N K,N B Mom_ ��-- x15a�12 AND OTHER SOURCES. IT IS NOT TO BE CONSTRUED AS APROPERTY/BOUNDARY OR LIMITED
----123----- EXISTING CONTOUR 22A' _ � TC152.48 �S.' \; PROPERTY/BOUNDARY SURVEY AND IS SUBJECT TO SUCH FACTS AS SAID SURVEYS MAY DISCLOSE.
BC152.45 S.B._u r.--
/ / �= TCI52.44 BCI52.05 _ m� �-_ - r
BC15z.01 G.C. _ ovn u / s�
x 12.34 EXISTING SPOT ELEVATION I� I Iq K� I _ J 1�y2 - - - ��_ E.O.P. �� f �\ \ \'�\ 2. PROPERTY KNOWN AND DESIGNATED AS LOT 8, IN MAP 27 ON THE OFFICIAL TAX MAP FOR THE TOWN OF
I ''CHASE�AN I'47.3[ / GR155 / / _rl o`m L5A. �S L'S'A' �/ \ \ \ \ SOUTH WINDSOR,HARTFORD COUNTY,CONNECTICUT.
x TC12.34 EXIST.TOP OF CURB ELEVATION x9 Al4G.04 14G•2 I I ( / 152.77 152.70 k152.5G/ 152GI \ Z N� / \
1 LS.A 152.24 BCI52.Q�4 3' CONC. COLUMN / \
EXIST.GUTTER ELEVATION II l I I [ r 151.84 - CONC. 12.6 TC152.80 I x151.91 152, (z)Pi 8 u ( /( � \�\\\ \ \ `1 3. ELEVATIONS ARE BASED UPON REFERENCE NO.1.
x BC 12.34 , I I iC152.63 BC151.G �BWI52.57 n^ -
I [ I I 152.29 152.82 BG152.16 I TCI52.23 h CONC. +�I [ I / \ \ [ 4. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE.LOCATIONS AND SIZES ARE BASED ON
x-- x BCI51.73 TGI52.65 N I
x BW12.34 EXIST. BOTTOM OF WALL ELEVATION \ ' 14'( 151.91 Bcl52.z0 CONC. N� n� (ANC. l \-, \
\C I I GRA55 I \ CANOPY K N G [ I s \ PRIOR UTILITY MARK-OUTS,ABOVE GROUND STRUCTURES THAT WERE VISIBLE&ACCESSIBLE IN THE
145 9x\ [ I I Tc152.81 ( ��_ I I / I I I [ FIELD,AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY.
x DS12.34 DOOR SILL ELEVATION �( I I I I I I 1sz.7 L5•a 152.E 152.8 I x152.17 I -- •�\WaL 3•� o j TGI5z.49 • Y�•• (21P.T.. [ I [ [ / I [ [ [ I AVAILABLE ASBUILT PLANS AND UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND
x T812.34 EXIST.TOP OF BANK ELEVATION x \ ,U I "(W�y' 152.05 X152Ja - N� / I UTILITIES AND STRUCTURES. BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES
'1 I I ' - G.M. E,M.4EIfC x \ E.O.P. I I RIP I I I I I SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE PROPER UTILITY COMPANIES.
67.0' xl .s I I I"� Nn PAN0. 3 W.L J152.15 x151.BG W.L \i� BC151.75 T8CC15?.93 \ BOL�� [ f
GV❑ GAS VALVE 1 31/ I I I I I I I 5. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT REPORT AND IS SUBJECT TO
145.7G 45.6 1 \ \ I / / - N_n z \ ® � u \is� (tYP.) `d;`� `� I I I I
[� GAS METER / 145. 1\ \ I w.L_----
x TG152.82 I I 1 151.78 \ [ I THE COVENANTS,RESTRICTIONS AND EASEMENTS THAT MAY BE CONTAINED THEREIN.
[� ELECTRIC METER \ \ I I I I p515z.9G - T52.3a 1 L5a O \\ L•5•A I I I I I I I I I 6. EXISTING FEATURES SHOWN OUTSIDE OF THE SURVEY LIMITS ARE BASED ON A CAD FILE PROVIDED BY
m �" N I `" I VERICON CONSTRUCTION COMPANY ON SEPTEMBER 25,2020(REFERENCE NO.2)AND HAS NOT BEEN
1 45 6 I' \ I I I I [ x N ^' 1C151.GG a, G9t v, NN I I m I I I
�� AREA LIGHT ON CONC.BASE I�I I I I N x� X 1 -Tas1.G4 151.15 -- 151.61 �� NN - �_ I I [ I I i I I I CONFIRMED BY THE SURVEYOR.ONLY THOSE FEATURES THAT LIE WITHIN THE SURVEY LIMITS ARE
TCI52.86 152.47 \ x151.88 BCI51.22 n N,l u_
\ IGOJ L5 a a? I 'vl CERTIFIED TO A-2 AND T-2 STANDARDS.
�� MANHOLE I I I I I N � BCI52.56 1s 152 �� X I� [ m
p 1 L.S.A. I� II I M.C. r,N 152.40 - .5. -
11 1 I I \
I 1149.oI I I M• • N °' � coNc. c°� \ •5• I' I �5z� I [ � I \ 7. THE LOCATION AND EXTENTS OF UNDERGROUND TANKS AND VAULTS,IF ANY EXIST,HAVE NOT BEEN
- p_= INLET a 1\ I - 45 152.37 - - - ,851.4s r I I I DETERMINED BY THE SURVEYOR.
E� ° 144.8 I 1 I 1 - N 152. CR` WhLK ''• x154 T 151.603
I 1 I ° TC151.60 151• III I 8. THE ON-SITE STORM SEWER INLETS HAD FILTER FABRIC INSTALLED FOR SOIL EROSION MEASURES.THE
TRAFFIC CAMERA Q i I ,I \ 1 1 I ] I I � I X of x� o 2' 52, Bc1sLOG \ w; 1512G u �� I [ 1 1 I I I I \\ / FILTER FABRIC PREVENTED AN ACCURATE MEASUREMENT OF THE INVERTS AS WELL AS THE
]o• PEDESTRIAN CROSSING SIGNAL / 1 I 1 1 I� ;,, 05152.95 I$x6 �15 , x x o ' W.L -- 3 I I I q I I I / VERIFICATION OF PIPE SIZES.THE BOTTOM OF STRUCTURE(SUMP)ELEVATIONS HAVE BEEN PROVIDED.
OH-- OVERHEAD WIRES I I 145.3/ I i ! 11 G I� 152.4G15'2.38 / xi a
_ � � 1570RY BPJGK E ci
" i N�ONRYBUILDIN �• 152.34 I / L.5
O 145 44.7 w I I I D ROAD x N x 151.83
I ° 190 BUCKIAN _\ - L.S.A. - \
BOLLARD rl I 1 �II GHPSEBANY �_ _' S
C� SIGN Icy. 144 3�1 1 I 14✓3.4 x 11 I 1 II x BUILD3 k5 pPRIN7. v m B 1152 55 152.47 152.38 �_.._� ❑ \\
i 1 I ,\ \ 1 I I Nn - Nn W.L 5❑ T151.32 I .9 150.82\ x151.13 �`� -
G� PAINTED ARROW 15oZ \ I I [ II I l I I
�
' / ' 1 I 1 ~ kC 152.40 I 12'PIPE W L \ d I a
HANDICAP PARKING SPACE r¢ c� p a I \ I I 1 I I LS.A. 15234 iC152.87 I ' / 3 i II I I I I [ I REFERENCES:
[Io PARKING COUNT z 3 I \ \ I I IlaB8l 1 1 1 _-� w.L I - leo.68 INLET [ I II I
m 443.8 N [ cork. Tc 15o.5B\ 1. SET OF PLANS ENTITLED"CONSTRUCTION DOCUMENTS FOR CHASE PROPOSED BANK AND
Q [ x \ I 1 1 1 1 1�; INLET GRT 149.94\\ _ I I I DRIVE-THRU FACILITIES,MAP 27,LOT 8, 190 BUCKLAND ROAD,TOWN OF SOUTH WINDSOR,HARTFORD
a I 1 1 h , u I 7C 151.24 I TGI51.01 607.144:8) _ j
. [ 1 PIPE COUNTY,CONNECTICUT",PREPARED BY STONEFIELD ENGINEERING,LAST REVISED:MARCH 25,2020.
TREE&TRUNK SIZE Q Q I 1 \ 1 I Ix 44.4 g 152.04 eRT 15o.GzryBGI50.57 (SEE NOTEB) .h �_ DEND I
/ I' \ 12'PIPE(1� M.C. N P1ARE I
CAq1 \ - 607.Noft 8 Br-151.2 I I D FILE P BY ERI .
(SEE NOIE 8) BCI51.24 g CONC IIII I I INV 147.47 1 I I 2. CA F L PROVIDED V CON CONSTRUCTION COMPANY ON SEPTEMBER 25 2020
° \ \ \ 152.91 C152.80 / \�r-rh5j__ 1 TGI51.71
I • 1 BC15115. - 1 1 I I I
45.01 II. I 0; 1 1 1 152.7 ,52.21 w.L. �, I...:i LS.A. 31 151.00 F RIP RPp 1 I .� --- -
152.E _- .L. -_x151.94 3' M.C. ---- --- - _ - -,a a --- - ---.��
L II�1 -/ 1.79 BCI�p141
/ .04L 5.A TC 151
p 1 44, _66 5
146.4\ 151..4 5 GRT 150.38
x3 G
\ �EE NOT
148:4\ \ \ - - 8'VERT. BCI51.8B x
14.8 [ \ \ x \ \ \ PIPE TC152?4
INLET / 151.OG 150.94 TC150-G
FI44.6G \ \ \ \ \15ft
2.7 152.84 BCI5L2S0 TG I�i1.33 x150.91 x �V�l BCI50.61/ + _
\� g�7ERT- - TEMP•�M. \ _ L5.a 151.I8 GR7 150.68 I Q�Q \ /
T.S.P.ON I \ \ \ i \ -PIPE ON POLE \ \ x25 - \ T-152.25 v151AG BOT.Y46.2t �2
/►/1 - _ - =_ ` 151_6 - - - �51.7 3 BG151.70 (5 1,101118) I BGI51.0.i
I46.9 _
_ . /
\' 143.92 \ _ _ ��I51.2 \ TGI52.13 / TG150.
\ x147�3 _ - - _ - - BC151.61 BGI50.87 \ x151.12
TC144.3 l -� 5J \ - - _ - GRA55 _ - - \ \ \ IC151.80
' 147.1 - - / i \/� BC 151.24 /
'� 1 LS.A � � � \ OM. . CONC.I 11I /
\
p ` 145.0 \ \ � lyJ( II I 1
� � \ � T 151.32
' TC144.14� \ -- - =146- \�49 _ / fi II � I � ICI III
TC144.2G TCIA55 ITS -147� \/y \ \ /
TC143.9 \ , / r
ABBREVIATIONS TROPIC fir
ID SIGN
/ SEE 07 6 �Ir F \ \ \ \ \ \ \\\\ ' / �C`X' '`151.zo 151.41
TRAPP / / GRASS 50:9 TG151.87
CAMERA LONG. / Tama C 147.94 / BC 3 I
NLEr 3.95 TC151.9 \ \ �._�
A.C. ASPHALT CURB GR7 143.29 / / / / \ \ ^ \ Bcls1$ ' \ \ \ o. I /
B T BOTTOM OF STRUCTURE �T 1,3 ± \\
_ xtc 1 a9.4P
C.C. CONCRETE CURB y� � // ^ /
CONC. CONCRETE / �C J a \ 151.3s BC151a9
D.C. DEPRESSED CURB TC B• r► Z � �4mig! / I I
/ / �.
D.Y.L. DOUBLE YELLOW LINE _ - ---- / / 1so.41 Tc15oa4� r 1 5 Tasz.4
D.W.P. DETECTABLE WARNING PAD _ Bc150.32 151.B4x Bc151.99
�-� � CHANGE I
/ CURB r
ELEC. ELECTRIC e �I'\ I_ _ - - _- ENrE `2CHANGE
RPR/ l .h
E.M. ELECTRIC METER s �h3
E.O.P. EDGE OF PAVEMENT ' `\ \ 1 I (PRIVATE)
D R'
p 1 \ 1 I o �� (GRT GRATE \ � - - - - � � \ � GENERAL LOCATION SURVEY
WAY I
G.M. GAS METER - \\ \ 11 �PHALT \ I� \ � ��V�D LOT 8, MAP 27
L.S.A. LANDSCAPED AREA - ROADWAv \ \ \\ 190 BUCKLAND ROAD
M.C. METAL COVER / �--�� \ \ \ NOV O 9 2020 TOWN OF SOUTH WINDSOR
--- 1 \ \
N.P.V. NO PIPES VISIBLE / -�_ HARTFORD COUNTY
-
P.5. PEDESTRIAN SIGNAL -- - ` --- South Windsor Building Dept STATE OF CONNECTICUT
P.T. PNEUMATIC TUBES o
N INFORMATION OBTAINED FROM REFERENCE MAPPING
S.B. STOP BAR A L LA
TEMP. TEMPORARY TELE:732O
NORTH BRUNSWICK,NJ 08902
2-00
(� V
'� R\/��
T.S.P. TRAFFIC SIGNAL POLE � _ _ _ _ _ _ _ _ _ _ _ _ _ � RO U P ��1 FAX:732-940-8786
TYP. TYPICAL
- - - - - www.gallassurvey.com
W.G.R. WOOD GUIDE RAIL III
W.L. WHITE LINE o
DATE SCALE DRAWN: CHECKED:
WM WATER METER
W.5. WHITE STRIPING 10-20-2020 1"=20' R.M.C. G.S.G.
FIELD DATE FIELD BOOK PAGE FIELD CRETJ
10-17-2020 143 136 D.A.
FILE NO.: DRAWING NAME/SHEET NO.
G20079 G20079AB.DWG 1 OF 1
THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF
o CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND
THE"STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT'AS
ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,INC.ON
SEPTEMBER 26,1996 THIS SURVEY IS A GENERAL LOCATION SURVEYAND IT
((� CONFORMS TO A HNIZONTAL ACCURACY OF A-2,AND A TOPOGRAPHIC
GRAPHIC SCALE ACCURACY OF -2
06
C,qt Ty40 20 0 10 20 40 80 1
L BEFOR
Nc'r N S MBOSSED WITH RAISED IMPRESSION OR BLU INK SEAL
THE STATE OF CONNECTICUT REQUIRES NOTIFICATION BY EXCAVATORS.
DESIGNERS. OR ANY PERSON PREPARING TO DISTURB THE EARTH'S I I t I
SURFACE ANYWHERE IN THE STATE. ( IN FEET I �t�/\ lD zt) zo6jJ
i inch = 20 ft.
CH LES J. OSBORNE III DATE
CONNE,TICUT PROFESSIONAL LAND SURVEYOR #70076