HomeMy WebLinkAboutApp 16-31P Eagle Tissue Site Plan Mod TOWN OF SOUTH WIIITDSOR
PLANNING&ZONING COMMISSION
p APPLICATION FORM
Application Number: ID
Official Receipt Date: (0- `i `1 �O r��►° J0 6
Munis Application #: d26 f M3 SWM WWNDS(*Pl iy NG DEFT
APPLICANT: PP S t N Ci 1 AJ E A 1 A)Q CO N S-1V'VC-110 AJ
PROJECT NAME: EAGLE TI S Sv'e L L C- A AD I Tf o"
COMPLETE LOCATION OF PROPERTY: '7 U $iD W4 LL P-OA A
OWNER OF RECORD ON LAND RECORDS: C 6A L is S-,-A 7> L t-C
OWNER ADDRESS: "?D KtPW6L-L- WiMDSok CT 06o71
GIS PIN # OR 0 040 `7 o ZONE
NAME, ADDRESS, TELEPHONE&EMAIL ADDRESS OF rERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
I2ANP' 13cc4cEg pS C-iuGi&li L=K,x cr 4 c0N5 -,tp NC. 0"7 0LbW1114blo
91-0.) O ►3 d e-rr, Co," Estimated presentation time: IT rn i,,. oft
THIS APPLICATION IS FOR: (Check all that apply):
❑ Zone Change to (Public Hearing and Certificate of Mailing Required) .
El Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required)
Subdivision ® Minor ® Major
El Resubdivision (Public Hearing Required) ❑ Minor ❑ Major
El Conditional Subdivision
Ej Special Exception to Table (Public Hearing and Certificate of Mailing Required)
eSite Plan of Development ❑ New [RIM Budding(s) Sq Ft 0o o
General Plan of Development
El Dept of Motor Vehicle License-State Hearing per Section 14-55 for
Earth Filling (Sec. 7.6) and/or Earth Removal(Sec. 7.16) (Public Hearing and Certificate of Mailing Required)
Regulation Amendment ❑Zoning ❑ Subdivision -Attach proposed amendment(Public Hearing Required)
El Temporary and Conditional Permit(Public Hearing Required)for
Temporary and Conditional Permit Renewal for
Detached In Law Apartment or❑Accessory Apartment(Public Hearing and Certificate of Mailing Required)
Major Horne Occupation (Certificate of Mailing RequireM for
Other (explain in detail)
*An Application Pending Sign is required to be posted on the property for all applications ten(10)days
prior to being heard by mmission.
Signature of Applicant Sigrdt of Owner
FRANK c . t3oXAWSK I u� ��
:Print Name of Applicant Print Name of Property Owner
Revised 2/2014
f +
'mAY 31 2016
TOWN OF SOUTH WINDSOR CHECKLISTHyy�NppUNNINGDEPT.
REQUIRED INFORMATION SITE PLANS
APPLICANT �D S t:� t N Er �N Ci $ Go/V j i �T t atV r►V
PROJECT NAME f r4 6 L6 T 1 S S'y OE t_t_ e AD D t -n o r�j
This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information
is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate.
Check mark for each item supplied.
1. On each sheet for plans or maps, title block with the following information:
_ a. Name, address and telephone of applicant.
—Ll� b. Name, address and telephone number of Land Surveyor or Professional
Engineer.
c. Name of Development.
d. Date when drawings were made.
2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or
200 feet. This map will show the overall design of the Development and
surrounding property within 500 feet.
a. Data block which gives needed zoning information such as percentage of
lot coverage, acreage of tract, number of apartment units, parking
requirements, etc.
L� b. Outline of buildings.
c. Layout of streets.
d. Surrounding property boundaries-within 500 feet.
e. Names of abutting property owners.
N A f. Proposed open spaces and recreation areas.
rl/A g. Driveway cuts on abutting properties and any properties across from
proposed site. N'-' C-44iV(( E S
—i� h. Distance to and name of nearest intersection street.
3. Architectural Elevations: See attached checklist for Architecture and Design
Review.
i
4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals
40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled
margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data:
_tC a. Distance and bearings of all boundary lines and acreage of site. Iron pins
required at all property angle points and shown on map.
b. Proposed streets and street lines with center line station, curve data, and
parking spaces.
�V-*" c. Building lines in accordance with zoning regulations.
d. Proposed buildings and other structures, including signs, outside lighting,
and dumpsters (on concrete pad and screened).
_ e. Easements, noting grantors, grantees, and purpose must be shown in
table format, e.g. below
Grantor Grantee Type of Date Filed Vol/Pg
Easement
f. Names of abutting property owners.
_ g. Monuments will be indicated at corners and angles of all streets and at all
points of curvature and tangency. The monumented points within
proposed site shall be coordinated. These coordinates shall appear in
tabular form on the plot plan. The accessibility of these CGS points shall
be determined by the Town Engineer.
Al h. All open space or other common or public land uses shall be indicated.
i. A-2 certification; P.E./L.S. Seal.
✓ 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not
exceeding 24 inches by 36 inches, including ruled margins shall in addition to
the requirements of the plot plans show the following:
a. All existing and proposed buildings.
b. Curb Lines and pavement width, sidewalks.
c. Existing and proposed sanitary sewers.
d. Existing and proposed water and-all existing utilities.
2
e. Present wooded area indicated by foliage lines. Any trees to be saved
should be shown.
f. Existing and proposed contours shall be shown in not less than two-foot
intervals, but in cases of relatively level land, the contours shall be one-
foot intervals and spot elevations.
—i� g . Regulated wetlands and 100-year floodplain or note that none are
present.
h. Proposed storm drainage system, showing all catch basins, endwalis,
manholes, lengths and sizes of pipes and elevations of structures.
(Maximum distance between catch basins shall be 300 feet and minimum
size of storm drain lines shall be 15 inches, within Town ROW.) If
plan/profile sheet is provided all of this does not need to be shown. Only
top of frame elevations and inverts of open discharge pipe shall be shown
on this plan.
AI/A i. Connections of all springs into proposed storm drainage system as
needed.
Q1 A j. Location and indications of existing brook channels, and 100-year flood
limits.
k. A-2 &T-2 Certification; P.E & L.S. Seals.
6. Landscaping plan
1UA 7. Drainage calculations: - Zero Runoff Increase per attached guidelines.
IMP04-YaovS APCA 19 JZ6DLic-
N f<4 8. Traffic Report
9. Site Lighting Plan tnJA PA C K S J'djf-0 L,%I.V
All 10. Plans and Profiles: A plan and profile of the proposed streets drawn on
plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet
vertically on sheets not exceeding 24 inches by 36 inches, including ruled
margins and containing the following: Ek►s i/,v ci S' Z
NIA a. Layout of streets in sections coordinated by stations with the profile.
Al A b. Street plan showing roadways, drainage, sanitary sewer (including house
sewer), foundation drains, lot lines, buildings including all utilities with
elevations (top frame and inverts), size, type, length, slopes of pipes.
-*A c. Sight line at driveway & street intersections.
3
e K
d. Profile of roadway showing existing and finished grades. Roadway profile
will show all tangent grade and all vertical curve information.
_YIA e. Profile will show all catch basins and all drainage lines between catch
basins with all invert and top of frame elevations, sizes, lengths and
slopes of pipes.
_4(A f. Where any storm drainage line discharges into an existing brook sufficient
profile of this brook will be shown to determine conditions.
g. CGS datum shall be used on all sites accessible to these controls. The
Town Engineer shall, based on standard engineering practices, determine
the accessibility of these controls.
h. Profiles shall show all sanitary sewer lines and manholes, including
elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes.
Top of foundation elevations for building shall be shown.
A11A 11. Open Space Site Improvement Plans: For sites which require or include a
provision for open spaces, a plan which contains data for site improvement
may be required. This map shall be drawn to a scale of 1 inch equals 40
feet.
12. Sanitary Report: Where individual sanitary sewage disposal systems are
proposed, the final plans shall include a Sanitary Report certified by a
Professional Engineer. The report shall demonstrate the feasibility of the
proposed individual systems.
PLAN PREPARER (P.E./L.S.) DATE
F/ZAnJ C' . 1302/a WSK I
February 2002; Rev. 4-04
4
Mae -
PDS ENGINEERING &
CONSTRUCTION, INC
June 2,2016
Town of South Windsor
1540 Sullivan Avenue
South Windsor,CT 06074
Reference: Eagle Tissue LLC Addition, 70 Bidwell Road,,GTS PIN,4 10800070
Subject: Drainage Statement
OVERVIEW—There is no increase in runoff peak flow from the property-, and no additional storrawater
shall enter the drainage system in the street due to this proposed 6,000 SF addition. Actually,
more water is being retained on site than before.
REDUCTION OF IMPERVIOUS AREA—The total impervious area,including the building,parking lots
and sidewalks,is being reduced by 2%(from 76,225 SF to 74,725 SF).This is due to the fact
that the new addition is being located in the,south parking lot area,and will occupy a smaller
area that the existing south parking lot.The balance of the area will be lawn,
CATCH BASIN CB-2 AT LOADING DOCK—The new loading dock requires a new Type C-L catch basin
"CB-2"with sump that ties into the existing leaching basin"LB-1"(with manhole top)
located between the loading docks and the west driveway.
LEACHING CATCH BASIN LCB-2—A new leaching catch basin"LCB-2"'(8-ft diameter x 8-ft deep
precast concrete drywell with C-L top)will replace the smaller,existing leaching catch basin
"LCB-1"located within the proposed addition footprint.This new leaching catch basin will
be located in the parking area at the east end of the new addition.It will have an overflow
connected to the existing leaching basin"LB-I"(with manhole top). Due to the increased
volume of this new drywell,even less stormwater shall flow into the existing leaching basin
(LB-1)than before.This will reduce overflow into the street storm drainage system.
The above information is true to the best of my knowledge.
PDS ENGINEERING & CONSTRUCTION, INC.
Randy J.Becker,PE,CCM
Project Manager
ft 9094
*%4
107 Old Windsor Road,Bloomfield,CT 06002 Phone(860)242-8586 Fax(860)242-8587
ARCHITECTURAL AND DESIGN REVIEW COMMITTEE CHECKLIST
NAME: 4A6 �/fy(_/ 57 APPI 7-/a Aj
LOCATION:— (o /Zo/4-
TYPE OF PROJECT: D I r—I c-,4,,1-1 o A)
The following items must be submitted at the time of a site plan application for an industrial or
commercial building, or high-density housing.
_j I. Site plan of the property
kZ 2. Architectural elevations of the proposed building(s)
+ Types, styles and colors of building materials, exterior facades and facing, and fenestrations
(samples suggested) --),. M A 7-C 14 &X IS 77,V G
4. Special architectural features (ifapplicable)—io, MATci'4 6xts-j7A/
5. Colors,materials, and location of lighting —). WAL-,_ PAck-
6. Design of signs 4&�-X,Srj�j &9VP 01c fVtSW A-Do,
7. Mechanical hardware proposed on or around the building and roof, including trash compactor,
and auxiliary storage areas--> 1VAo-jkv& ev X,", -P; Oc6-L-oc-A'Tc- e6k/s!-
8. Landscape plan indicating location,types, sizes, and quantities of proposed plant materials
"VID IV ayE
n isolux diagram)
Lighting plans (including an-7-u AVOL-'71) /A/ ISZAWDp
All of the above-required information/materials have been provided t('A '3 'z4 # q rp
,�rV/3-1-'rrT"r_V
7V
Signature Date
RA-AYD eCC1e4=-rZ_
Print Name
Please be aware that missing information or incomplete information may result in a
delay in action by the Committee on this application.
August 14,2014 W,/PlanningAdmin,'ForTns/CheckLists/'Arch&DesignCheekList
L U M A R K® '"`energy
DESCRIPTION solutions
The patent pending Lumark CrosstourTl MAXX LED Wall Pack Series
of luminaries provides low-profile architectural style with super bright,
energy-efficient LEDs.The rugged die-cast aluminum construction,
back box with secure lock hinges,stainless steel hardware along with a -
sealed and gasketed optical compartment make Crosstour impervious
to contaminants.The Crosstour MAXX wall luminaire is ideal for wall/ -
surface,inverted mount for facade/canopy illumination,perimeter and
site lighting.Typical applications include pedestrian walkways,building
entrances,multi-use facilities,industrial facilities,perimeter parking sidNordt4WE
areas,storage facilities,institutions,schools,and loading docks.
SPECIFICATION FEATURES
Construction assembly designed for maximum battery emergency egress includes
Low-profile LED design with forward throw.Solid state LED emergency operation test switch,
rugged one-piece,die-cast Crosstour luminaries are thermally an AC-ON indicator light and a
aluminum back box and hinged optimized with two(2)lumen premium extended rated sealed
removable door.Matching housing packages in cool 5000K or neutral maintenance-free nickel-metal
styles incorporate both a full cutoff warm 3500K LED color temperature hydride battery pack.The separate
and refractive lens design.Full (CCT). emergency lighting LEDs are wired
cutoff and refractive lens models to provide redundant emergency
are available in 50W and 85W. Electrical lighting.Listed to UL Standard 924,
Patent pending secure lock hinge LED driver is mounted to the Emergency Lighting.
feature allows for safe and easy die-cast aluminum housing
tool-less electrical connections with for optimal heat sinking.LED Area and Site Pole Mounting
the supplied push-in connectors. thermal management system Optional extruded aluminum 6-1/2"
Back box includes four(4)1/2"NPT incorporates both conduction and arm features internal bolt guides
threaded conduit entry points.The natural convection to transfer for supplied twin support rods, `
back box is secured by four(4)lag heat rapidly away from the LED allowing for easy positioning of the
bolts(supplied by others).External source.50W and 85W models fixture during installation to pole.
fin design extracts heat from the operate in-40oC to 40*C[-40*F to Supplied with round plate adapter
fixture surface.One-piece silicone 104°F].High ambient 50oC]122°F] plate.Optional tenon adapter fits
gasket seals door and back box. models available.Crosstour MAXX 2-3/8"or 3-1/2"O.D.Tenon.
Not recommended for car wash luminaires maintain greater than
applications. 85%of initial light output after Finish
60,000 hours of operation.Four Crosstour MAXX is protected with
Optical (4)half-inch NPT threaded conduit a Super TGIC carbon bronze or
Silicone sealed optical LED entry points allow for thru-branch summit white polyester powder
chamber incorporates a custom wiring.Back box is an authorized coat paint.Super TGIC powder coat
engineered reflector providing electrical wiring compartment. paint finishes withstand extreme
high-efficiency illumination. Integral LED electronic driver climate conditions while providing
Full cutoff models integrate an incorporates surge protection.120- optimal color and gloss retention XTOR
impact-resistant molded refractive 277V 50/60Hz,480V 60Hz,or 347V of the installed life. CROSSTO U R
prism optical lens assembly 60Hz electrical operation.
meeting requirements for Dark Warranty MAXX LED
Sky compliance.Refractive lens Emergency Egress Five-year limited warranty.
models incorporate a molded lens Optional integral cold weather
APPLICATIONS:
WALL/SURFACE
DIMENSIONS INVERTED
FULL CUTOFF DEEP BACK BOX REFRACTIVE LENS DEEP BACK BOX SITE LIGHTING
[279mm] [279mm] ......
DES16Nt16NTS '��
CONSORTIUM
CERTIFICATION DATA
L= UL/cUL Wet Location Listed
LM79/LM80 Compliant
ROHS Compliant
ARRA Compliant
8-3/4'. I 6-1/4" 7" 8-3/4" I 6" 7" NOM Compliant Models
1222mml —1159mm1 1178mm1 f222mm1.—I 1152mm1 71178mm1 3G Vibration Tested
UL924 Listed(CBP Models)
ARM MOUNT ARM DRILLING TENON ADAPTER IP66Rated
Lighting Facts@"Registered
TYPE"C" DesignLightsT'"Consortium Qualified*
2-5/8" 0 Top Cap
[67mm] TECHNICAL DATA
4-1/2" 3/4"119mm] 12„ O 40*C Ambient Temperature
® [114!i'im] ia.Hole 1305mm] External Supply Wiring 90*C Minimum
3 [77mm]6-1/2" ��D
1/2"[39mm] Set EPA
Screws
[165 (2)9/16"115mm] Effective Projected Area(Sq.Ft,):
mm]
Dia.Holes O XTOR5A/XTOR9A=0.54
With Pole Mount Arm=0.98
13-1/2"[343mm] (Fits 2-3/8"or 3-1/2"O.D.Tenon)
SHIPPING DATA:
Approximate Net Weight:
C0X12-151bs.15.4-6.6 kgs.]
R Lighting ADH130015
www.cooperlighting.com *www.designlights.org 2013-03-0614:53:47
XTOR CROSSTOUR MAXX LED
POWER AND LUMENS BY FIXTURE MODEL
SOW LED Information XTOR5A XTOR5ARL XTOR5A-N XTOR5ARL-N
Delivered Lumens 4,282 4,553 3,532 3,830
B.U.G.Rating B1-UO-G1 B1-U3-G2 B1-UO-G1 B1-U3-G2
CCT 5000K 5000K 3500K 3500K
(Kelvin)
CRI 65 65 68 68
(Color Rendering index)
Power Consumption(Watts) 50W 50W 50W 50W
85W LED Information XTOR9A XTOR9ARL XTOR9A-N XT0R9ARL--N
Delivered Lumens 7,192 7,416 5,456 5,702
B.U.G.Rating B1-U0-G1 B1-U3-G3 B1-U0-G1 B1-U3-G2
CCT(Kelvin) 5000K 5000K 3500K 3500K
CRI 65 65 68 68
(Color Rendering Index)
PowerConsumption 86W 85W 84W 82W
(Wafts)
SOW and 85W SOW and 85W
EGRESS Information Full Cutoff Refractive Lens
CBP Egress LED CBP Egress LED
Delivered Lumens 509 468
B.U.G.Rating N.A. N.A.
CCT(Kelvin) 4000K 4000K
CRI 65 65
(Color Rendering Index)
Power Consumption 1.8W 1.8W
(Wafts)
CURRENT DRAW
Model Series
Current(A)
XT0115A XTOR9A XTOR5A-CBP XTOR9A-CBP
(Fixture/Battery) (Fixture/Battery)
120V 0.43 0.72 0.68/0.25 0.97/0.25
208V 0.25 0.41 -- --
240V 0.22 0.36 -- --
277V 0.20 0.32 0.41/0.21 0.53/0.21
347V 0.16 0.26 -- --
480V 0.12 0.19 -- --
LUMEN MAINTENANCE
Ambient Temperature TM-21 Lumen Maintenance Theoretical L70(Hours)
SOW Model 72,000 Hours
25°C >91% >332,000
40°C >91% >324,000
50°C >91% >324,000
85W Model 36,000 Hours
25°C >92% >157,000
40°C >91% >134,000
50°C >86% >85,000
/ NOTE:Specifications and dimensions subject to change without notice.
COOP®t Lighting Visit our web site at www.cooperlighting.com ADH130015
www.coopedighting.com Customer First Center 1121 Highway 74 South Peachtree City,GA 30269 770.486.4800 FAX 770.486.4801 2013-03-0614:63:47
2013-02-26 09:02:58
XTOR CROSSTOUR MAXX LED
ORDERING INFORMATION
Sample Number:XTOR5A-N-WT-PC1
Series' FH.u.1.9
Color Options' AccessoriesFull Cutoff Caon Bronze(Standard) 347V=347V3,4,5 VA1o4o.XX=Single Tenon Adaperfor 3-1/2"O.D.Tenonla
XTOR5A=50W =Summit White 480V=48OV3.4,6 VA1041-XX=2@180 Degrees Tenon Adapter for 3-V2"O.D.Tenonl3
XTOR9A=85W PCI=Photocontrol 120V VA1042-XXc3 @ 120 Degrees Tenon Adapter 3-1/2"O.D.Tenon/3
Refractive Lens PC2=Photocontrol 208-277Va VA1043.XX=4 @ 90 Degrees Tenon Adapter for 3-1/2"O.D.Tenonla
XTOR5ARL=50W DIM=O-tOV Dimming Drivers VA1044.XX=2 @ 90 Degrees Tenon Adapter for 3.1/2"O.D.Tenon13
XTORARL-85W PMA=Pole Mount Arm(C Drilling)with4 VA1045.XX=3 @ 90 Degrees Tenon Adapter for 3-1/2"O.D.Tenon13
Round Adapter VA1048-XX-2 @ 120 Degrees Tenon Adapter for 3-1/2"O.D.Tenonla
LED Kelvin Color HA-50 Degrees C High Ambient7 VA1033.XX-Single Tenon Adapter for 2-3/8"O.D.Tenon13
Bright White(Standard)5000K CBP-Cold Weather Battery Pack3,4,a,9 VA1034.XX-2 @ 180 Degrees Tenon Adapter for 2-3/8"O.D.Tenon/3
N-Neutral Warm White,3500K MS/DIM-L20-Motion Sensor fora.4•3,10,11 VA1035.XX=3 @ 120 Degrees Tenon Adapter for 2.3/8"O.D.Tenonl3
Dimming VA1038-XX-4 @ 90 Degrees Tenon Adapter for 2.3/8"O.D.Tenon 1s
Operation VA1037-XX-2 @ 90 Degrees Tenon Adapter for 2-3/8"O.D.Tenon la
MS-L20'Motion Sensor for On/Off3.4•11 VA1038.XX-3 @ 90 Degrees Tenon Adapter for 2-3/8"O.D.Tenonla
Operation VA1039.XX=2 @ 120 Degrees Tenon Adapter for 2-3/8"O.D.Tenon13
Notes:1 DssignLighlsTM Consortium Qualified.Refer to www.designlights.org Qualified Products List under Family Models for We.XTORMX-Crosstour MAXX Wire Guard
details.
PE 120V-Field Installed 120V PhotoconVol
2 Add as suffix.
P6277V BUTTON PC-Field Installed 208-277 Photocontrole
8 Not available with HA option.
4 Deep back box is standard for 347V,480V,CBp,PMA,MS-1_20 and MS/DIM-L20.
6 Not available with CBp option.
6 Use PC2 with 347V or 480V option for photocontrol.Factory wired to 208-277V lead.
7 Thru-branch wiring not available with HA option.
8 120 or 277V only,
8 Operating temperatures-20-C to 26-C.
10 Factory set to 50%power reduction after 16 minutes of inactivity.Dimming driver included.
11 For use in downlight orientation only.Optimal coverage at mounting heights of V-20'.
12 Order accessories separately.
13 Replace"XX"with CB for carbon bronze or WT for summit white.
STOCK ORDERING INFORMATION
SOW Series 85W Series
Full Cutoff
XTOR5A=50W,5000K,Carbon Bronze XTOR9A=85W,5000K,Carbon Bronze
XTOR5A-PC1=50W,5000K,120V PC,Carbon Bronze XTOR9A-PC1=85W 5000K,120V PC,Carbon Bronze
XTOR5A-WT=50W,5000K,Summit White XTOR9A-WT=85W,5000K,Summit White
XTOR5A-N=50W,3500K,Carbon Bronze - XTOR9A-PC2=85W,5000K,208-277V PC,Carbon Bronze
XTOR9A-480V=85W,5000K,48OV,Carbon Bronze
Refractive Lens
XTOR5ARL=50W 5000K,Refractive Lens,Carbon Bronze XTOR9ARL=85W,5000K,Refractive Lens,Carbon Bronze
XTOR5ARL-PC1=50W,5000K,Refractive Lens,120V PC,Carbon Bronze XTOR9ARL-PC1=85W,5000K,Refractive Lens,120V PC,Carbon Bronze
XTOR5ARL-WT=50W,5000K,Refractive Lens,Summit White XTOR9ARL-WT=85W,5000K,Refractive Lens,Summit White
XTOR5ARL-N=50W,3500K,Refractive Lens,Carbon Bronze XTOR9ARL-PC2=85W,5000K,Refractive Lens,208-277V PC,Carbon Bronze
XTOR9ARL-480V=85W,5000K,Refractive Lens,48OV,Carbon Bronze
Days Quick-Ship
5-DAY QUICK SHIP ORDERING INFORMATION
SOW Series 85W Series
Full Cutoff
XTOR5A-CBP=50W,5000K,Carbon Bronze,Cold Weather Battery Pack XTOR9A-CBP=85W,5000K,Carbon Bronze,Cold Weather Battery Pack
XTOR5A-480V=50W,5000K,Carbon Bronze,480V XTOR9A-N=85W,3500K,Carbon Bronze
XTOR5A-PC2=50W,5000K,Carbon Bronze,208-277V PC
Refractive Lens
XTOR5ARL-PC2=5OW,Refractive Lens,5000K,Carbon Bronze,208-277V PC XTOR9ARL-CBP=85W,Refractive Lens,5000K,Carbon Bronze,Cold Weather Battery Pack
XTOR5ARL-CBP=50W,Refractive Lens,5000K,Carbon Bronze,Cold Weather Battery Pack XTOR9ARL-N=85W,Refractive Lens,3500K,Carbon Bronze
XTOR5ARL-480V=50W,Refractive Lens,5000K,Carbon Bronze,480V
NOTE:Specifications and dimensions subject to change without notice.
Lighting Visit our web site at www.cooperlighting.com ADH130015
www.cooperlighting.com Customer First Center 1121 Highway 74 South Peachtree City,GA 30269 770.486.4800 FAX 770.486.4801 2013-03-06 14:53:47
2013.02-26 09:02:58
c6Cj EX15T. LO)DING DOCK �6 T BgcK�
67.40x
LEL
10•Za
T 65.18± x71.05
*o 0.0 0.0 `0 0 0.0 t.0 0.1 0.1 0.2 0.3 0.5 0.5 0.7 0.7 '0.8 t.5 0.3 '.•9 0.8 0.& 0.6 'U.5 0.2 �.7 'U.1 0.0 0.: 0.0 0.0 O.J 0.0 0.:
x x 0, -<O i.2 1.4 1.4 X l.0 0.6 0.4 0. b.l 0.1 0.0 0.: 0.0 /0.0 0.0 0.0
!-.0 0. 0.21.0 1.A 1.7 '1.4 /I
�• 0.3 o.f �'.9 1.5 2.4 3.7 4.9 '4.2 ':.4 t.l 3.6 2.2 1.3 ._ Z
3 0.2 0.1 0.0 b.: 0.0 0.0 0.0 0.0 0. O
0.o bo 0.0 b.0 0.0 _.J 0.1 0 z 09 x70.85
t �+bn o.n b.0 t.1 bi 5.2 b.a b.c .n S.7 3.3 '..r, '4.0 5.0 - E. GLE TISSUE ADDIT Q° tn. ' sz 2.7 n.3 In b.l b.o o V.
S
'0.J 0.0 0.J %.0 1.0 t.1 %.1 b.z *0.3 b.s t.9 1.7 3.s 11.3 11' A
2.0 5.9 b.s '2.7 1. b.6 0�.= 3.3 b.z 0.1 0.0 t•0 b.o *0.0 1.0 0.s
'7.5 4.7 2.5 1.9 0.8 0.: 0.3 0.2 0.1 0.': I/'J.0 O.0 0.0 0.0 0..
V 0.0 0.0 0.0 0.0 0.0 :.1 0 0.2 0.4 *0.E S.0 1.7 3.3 0.0 '
YY x69. 2 111
0.0 0.0 0.0 0.0 %.0 t.0 b.1 *0.2 5.3 0.6 5.9 1,5 2.4 �Ya. 4.9 '4.2 4.0 4.0 3.0 1.9 1.2 0.7 b.= 0.3 `0.1 ' b.0 b.: 0.J 0.0 0.0 0.0 0.:
0.B 0.6 OI< 0.2 0.1 0.1 0.0 0.:' 0.0 O.0 U.0 0.0 0.;
O.0 O.0 O.0 0.0 0.0• -.J 0.1 0.2 0.3 0.5 t.7 t.0 /•4 1.7 Yay �.5
CY A 90
O.0 0.0 0.0 O.0 0.0 :.0 0.1-uu•1 U-7l p0 �'.7 ..7 0.0 0.6 0 U.A 0.' 0.2 Z.1 0.1 0.0 0•% O.J 0.0 O.0 0.0 0.: 1
o'.o b.0 0.0 0.0 0.0 0.l o.l b.2 0.2 0.3 0.3 b.A 0.4 tJ 1.4 3.5 5.^ 17.:: 10.0 0.2 2.0 1.0 0.4 *0 2 0.2 t.4 1.2 3.0 •7.1 '11.4 11.4 '7.1 3.0 1.2 b.3 '^.3 0.3 0.3 0.3 0., 1.2 0.1 b.l 0.0 0.0 b.c 0.0 `0,0 b.0 0.0 O.s
0.0 0.0 0.o 0.0 0. t.0 b.0 0.1 0.1 0.1 t.2 0.2 0.G %.2 0.3 t.6 1.3 3.4 ... '§.7 5.0 4.;. '2.6 1.0 0.4 %.2 1.2 t.5 1.2 3.0 e.2 5.4 5.4 16.2 3.0 `1.2 _ 2••2 t•i 0.1 0.1 5.2 0.1 0.1 0.1 b.l 0.0 0.0 0., 0.0 0.0 0.0 0.0 0.: .
0.0 0.0 5.0 0.0 0`.0 0.0 b.l 0.1 0.1 0.1 b.l 0.1 0.1 5.3 t.5 1.2 2.7 4.s 'S.s '5.3 3.3 2.1 *0 0.5 0.3 b.3 b.5 -1.0 -2.4 '4.2 %.4 %.a 4.2 2.4 �: , t.l 0.1 0.1 0.1 b.l t.l b.l b.0 b.0 0.0 b.a b.0 5.0 b.0 0.0 1,
*0 Z.0 Z.0 0.0 1.0 0.0 O.0 0.0 0.1 `.1 0.1 0.1 v'-t 0.3 '.s 1.0 1.6 2.5 2.7 2.7 2.3 1.5 0.8 0.s 0.3 0.3 0.5 b.? 1.7 2.4 12.7 2.7 '2.4 1.7 0.9 0.4 '].2 t.l 0.1 Z•1 0•1 0.1 t'•1 0.0 .0.0 0.J U.0 0.0 0.0 0.0 0.0 0.0 �o` L
Z.o Z.0 0.0 Z.0 •.'.0 0.o Z.0 'o.0 o.: '.1 b.1 Z.1 0.1 5.3 `.s o.s S.z S.9 1,4 1.4 i.: '1.1 *0 Z.s b.s 'D 0.s 0.8 '1 1 '1.4 '1.4 1.4 1.9 '1.1 0.7 0.4 :..2, '.l 'o.l 0.1 Z-U 0.o '-o 0.0 Z.0 O.0 b.o `:.o b.0 Z.0 Z.0 Z.o 'o.a
/ 0 o o.o o.o o.o o.a
0.0 0.o 0.0 0.0 0t.0 b.0 0.0 0.0 0.: t.0 0.1 o.1 0.1 0.2 t.4 b.s b.7 o.x b.3 0.?. 0. 0.7 0.s 0.4 0.'. 00> 0.4 o.e 0.7 b.:: .0 b.e 0.a 0.7 0.5 0.? 5:.2 0.1 0.1 b.1 0.0 0.0 t.0 0.0 .0 0.0 0.0 '^..
Q
b.0 0.0 `0.0 5.0 O.G 00.0 0.0 0.0 0.: 3.0 0.1 b.l 0.1 0.2 '1.3 b.4 O.s `0.5 0.s 0.5 O.s 0.5 5.4 0.3 '0.3 '0.3 0.3 0.4 0.5 0.5 0.:0%.5 0.5 0.4 b.i 0.3 0.2 t-1 '0.1 �0.0 b:0 0.0 '"0 %'o 0.0 0.0 0.0 t•0 0.0 0.0 '0 t•0 1
69. x
%.0 0.0 0.0 b.o b.J t.0 0.o b.0 0.0 0.0 t.0 0.0 v.1. 0.1 0.: t.2 0.2 %.3 0.3 0.3 0.3 t.3 0.3 0.2 0.2 0.2 o.z b.2 b.2 0.3 b-3 *0- %.3 %.3 0.3 5.2 0.2 '0.1 t.l '0.1 0.0 b.0 0.0 t.0 0.0 0.0 0.0 0.0 'C.O 0.0 �A QQ 0.0 b.0 t.0
VV�*0. *0
Z.o `.J fi
0.0 1 0.0 `0.0 0.: 0.0 O.0 0.0 0.0 0.: 1.0 O.0 0.0 U.1 0.: 1.1 0.1 0.1 U.2 0.2 0.2 t.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 'U.l 0.: 0.1 1.1 'U.0 0.0 0.0 0.: 1.0 0.0 0.0 'U.0 0.0 t'.0 O.0 O.0 U.0 +
0.0 O.0 'o.0 0.0 0.: 0.a 0.,) 0.0 (,.o 0.: t.0 0.0 0.0 0.0 *0. �.1 0.1 0.1 0.1 0.: 0.1 ..1 0.1 '0.1 0.1 0.1 ';.7 0.1 '0.1 0.1 0.1 0.1 0.1 Z.1 'U-1 0.1 0." 0.0 ':.0 0.0 O.0 0.0 0.: 1.0 O.0 'O.0 0.0 0.0 �.0 'O.J U.0 0.0 0.0 t-.0
0.0 0.o o.o Z.o 0.o t.o b.o o.a o.0 0.0 0.o o,o o.o 0.0 0.0 0.0 '0.0 b.o 0.0 0.o 0.0 0.0 b.o 0.0 0.0 0.0 0.2 '�,o 0.0 0.0 0.0 0.: t.o b.o b.o %.o 0.0 t.o b.: b.o b.o '0.0 o.0 0.; o.o o.0 0.0 `o.o b.: o.o '0.0 b.o 0.0 '0ry.0
o.n b.n b.n '0.0 b.o ' .n 0.0 b.n b.n b.o t.o b.0 b.o b.n 0.0 t.o '0.0b,n b.0 0,o b.o 0. t.n b.a 0.n b.0 b.: 0.o- b.n b.n b.o b. b.0 b,n b.0 1- 0.^ 0b.n o.^ b,0 o,n 0.n *0 IF �9.64
0
Luminaire Schedule
Symbol Qty Label Arrangement Total Lamp Lumens LLB Description Lum . Watts
y 79
4 A SINGLE N . A . 1 . 000 XTOR9A I
I
i
PLANNING DEPARMENT
IN-HOUSE REFERRAL FORM
DATE: 6-1-16
TO: Matt Galligan, Fred Shaw, Michael Gantick, Walter Summers, Jeff Doolittle
Ray Favreau, Mark Owens, Chris Dougan, Heather Oatis, Kevin Cooney,
John Caldwell, Andrea Confrancesco, Chris Duchesne, Vincent Stetson
FROM: Michele Lipe, AICP, Director of Planning
The Planning &Engineering Departments have received plans for the following projects:
Appl 16-31P, Eagle Tissue Addition
Location: 70 Bidwell Road
® Site Plan ❑ Subdivision No. Acres 2+ Zone I
® Industrial ❑ Commercial ❑ Residential No. Lots/Units
Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System
Project Description: 6,000 sf addition
Future Town-owned property involved? ❑ Yes ® No
❑ new street(s) ❑ new detention area
❑ new open space/recreation area ❑ active ❑passive
Planning Department notes:
Please comment by 6-17-16 and return to the Planning Department.
Town of South • •
Planning Department
Memo
To: Randy Becker, Project Engineer
From: Michele R. Lipe, AICP, Director of Planning
Date: 6/16/2016
Re: Appl 16-31 P, Eagle Tissue Addition—Planning Dept. Review Comments
1. Impervious Coverage needs to be addressed in zoning data table.
2. Are the Connex boxes remaining on site or is the purpose of the addition so they
can be eliminated? If they are remaining, they would considered outdoor storage
and would have to be screened from public ways.
3. Are there any dumpster on site? If so, must be placed on a concrete pad and
screened.
4. Fred Shaw, Supt of Pollution Control, questioned whether or not there would ne
any floor drains in the new facility?WPCA approval will be required.
• Page 1
Page 1 of 1
Lipe, Michele
From: Lipe, Michele
Sent: Thursday, June 16, 2016 2:47 PM
To: 'Randy Becker'
Subject: 70 Bidwell - Eagle Tissue
Attachments: map0285b.pdf
Hi Randy,
Subsequent to my voice mail today, I found this site plan on file in the Office of the Town Clerk. Please make
reference to the impervious coverage as non-conforming based on the approval in 1983 (which did not call out an
impervious coverage limitation).
Also, can you tell me the status of all of the Connex boxes on site? Will they go away once the addition is
added? If not, they are considered outdoor storage and would be subject to screening under the zoning
regulations.
Are there any dumpster on site? If so, they should be shown on concrete pads and screened.
Fred Shaw, Sup't of Pollution Control has asked dif there will be any floor drains in the building?
I will forward any engineering comments once they are received.
Thanks,
Michele
Michele R. Lipe, AICP
Director of Planning
Town of South Windsor
1540 Sullivan Ave.
South Windsor, CT 06074
(860) 644-2511, ext. 252
Y Y
6/16/2016
<OW N S fq
4d F 710V I fi �S-V1 de
G '
. U
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
f�OSOR-CO TELEPHONE (860) 644-2511
June 27, 2016
Randy Becker
PDS Engineering 8s Construction, Inc.
107 Old Windsor Road
Bloomfield, CT 06002
Dear Mr. Becker:
Re: Appl. 16-31 P, Eagle Tissue LLC - request for a site plan modification for a
6,000 square foot addition on property located at 70 Bidwell Road, I zone
Please be advised that the above referenced matter has been scheduled on the
Planning & Zoning Commission Regular Meeting agenda for Tuesday, July 12, 2016
in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue. The
Regular Meeting will follow the Public Hearing which begins at 7:30 p.m. Someone
must be present at the meeting to represent the application.
One sign advertising the meeting must be posted on the property for ten (10)
consecutive days prior to the meeting and must be clearly visible from a town street.
The sign must be posted on Bidwell Road by Friday, July 1, 2016.
Signs can be obtained in the Planning Department, Monday through Friday, 8:00
a.m. - 4:30 p.m. If you have any questions regarding this letter, please call 860-644-
2511, Ext 253.
Sincerely,
Lauren Zarambo
Administrative Secretary
Page I of 2
Lipe, Michele
From: Randy Becker[RandyB@pdsec.com]
Sent: Wednesday, July 06, 2016 10:55 AM
To: Lipe, Michele
Subject: FW: 70 Bidwell - Eagle Tissue
-----------11-1-111-1 -------------------- ------- ---------------------------------- -------------- -----------------------------------
From: Randy Becker
Sent: Thursday, June 16, 2016 3:27 PM
To: 'Lipe, Michele'
Cc: William Joclice; Kevin Jodice
Subject: RE: 70 Bidwell - Eagle Tissue
Michele:
Please see my responses below in bold italics:
Thank you,
Randy Becker, PE,CCM,LEED AP
Construction Manager
IDS ENGINEERING&
CONSTRUCTION,INC amm
107 Old Windsor Rd., Bloomfield,CT06002
Phone: 860.242.8586
Fax: 860.242.8587
Cell: 860.978.6316
Email: randYbAydsec.com
1_1______------------------1-1--__ ----------------------_-------------------------------- ---------- ---------------------
From: Lipe, Michele [mailto:Michele.Lipe(-asouthwindsor.org]
Sent: Thursday, June 16, 2016 2:47 PM
To: Randy Becker
Subject: 70 Bidwell - Eagle Tissue
Hi Randy,
Subsequent to my voice mail today, I found this site plan on file in the Office of the Town Clerk. Please make
reference to the impervious coverage as non-conforming based on the approval in 1983 (which did not call out an
impervious coverage limitation). The comparison of impervious coverage is based on the approved 1983 site
plan vs. the new site plan. With the new addition located entirely in the existing parking lot, and some
additional lawn area, the total impervious area is decreased by 2%to 78%lot coverage. This will be noted
on the revised site plan.
Also, can you tell me the status of all of the Connex boxes on site? Will they go away once the addition is
added? If not, they are considered outdoor storage and would be subject to screening under the zoning
regulations. The Conex boxes in the paved area behind the building will remain. It is not feasible or
practical to completely screen them, however, we can install a chain-link fence with slats on the side of
the last Conex to screen it from the side road(not a public way).
7/6/2016
Page 2 of 2
Are there any dumpster on site? If so, they should be shown on concrete pads and screened. A small dumpster
pad and fenced enclosure will be added to the revised site plan.
Fred Shaw, SuP't Of Pollution Control has asked dif there will be any floor drains in the building? There is no
Plumbing of any kind in the proposed addition.
I will forward any engineering comments once they are received. Any engineering comments will be
addressed in the revised site plan.
Thanks,
Michele
Michele R. Lipe, AICP
Director of Planning
Town of South Windsor
1540 Sullivan Ave.
South Windsor, CT 06074
(860) 644-2511, ext. 252
7/6/2016
Appl #16-31P, Eagle Tissue Site Plan
July 12, 2016
Planning Department Report
1. Request for site plan approval to build a 6000 sq ft building on Bidwell Road, I
zone. Maximum impervious coverage allowed is 65%, 78% existing. This
original site plan was approved with 80% coverage.
2. Proposed building height for the new building is 21.5 feet; 40 feet allowed. This
addition will be slightly lower that the existing building. Front yard setback is
about 35 feet, 35 feet allowed.
3. There is a second loading dock being added to the rear of the new building.
4. There is no screening of outdoor storage proposed on the site plan, however
there are 9 Conex boxes shown on the site plan. Are these boxes remaining on
site? Outdoor storage is allowed with PZC approval and appropriate screening.
5. Our parking requirement for this building is 35 spaces, 26 provided with an
additional 9 spaces shown in reserve.
6. There are four new building mounted wall pak lights shown, all full cut-off and
meet our lighting requirements.
7. There are no regulated wetlands on this lot.
8. The site is served by public water and sewer. Water Pollution Control Authority
approval is required.
9. The applicant has indicated to staff that the dumpster will be placed inside the
building.
1 O.Architectural and Design Review Committee reviewed this site on June 9 and
were satisfied with the plans presented.
If this application is approved, there are no other approval modifications requested.
SOWN Sf4
Town O-P s-0� ?()
J
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
sox•co TELEPHONE (860) 644-2511
CERTIFIED MAIL 7011 1570 0000 6337 2492
July 14, 2016
PDS Engineering & Construction, Inc.
Randy Becker
107 Old Windsor Road
Bloomfield, CT 06002
Dear Mr. Becker:
Re: Appl. 16-3 1 P, Eagle Tissue Site Plan Modification, 70 Bidwell Road
We are pleased to advise you that the Planning & Zoning Commission voted on July 12, 2016 to
approve with modifications the above referenced application for a site plan modification.
This approval is to add a 6,000 sq ft addition to the existing building, on property located at 70
Bidwell Road, I zone, as shown on plans prepared by PDS Engineering & Construction, Inc.,
dated 5/31/16 as revised. This approval is.subject to the following modifications:
1. Prior to commencement of any site work, a meeting must be held with Town Staff.
2. No building permit will be issued until the final mylars have been filed in the Town Clerk's
office.
3. A landscape bond in the amount of$1000 is required and must be submitted prior to the
issuance of a certificate of occupancy if work is not completed.
4. All bonds must be in one of the forms described in the enclosed Bond Policy.
5. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3
of the Zoning Regulations.
6. All plans used in the field by the developer must bear the stamp and authorized signature of
the Town of South Windsor.
7. This approval does not constitute approval of the sanitary sewer, which can only be granted
by the Water Pollution Control Authority.
8. The building street number must be included on the final plan.
9. Pavement markings must be maintained in good condition throughout the site drives and
parking areas.
10. All free standing signs and/or building signs require the issuance of a sign permit before they
are erected.
11. Screening trees, such as arborvitae, shall be added to the plans to screen the outside storage
area.
12. The number of Conex boxes permitted to be stored on site is limited to 16 as shown on the
site plan.
Black and white transparent mylar of Sheet # C101 with the above modifications, together with
three blueprint copies of the entire set of plans with live signatures and raised seals (including
architectural elevations and landscaping plans) must be submitted to this Commission to be
stamped and signed. The letters of approval of this Commission must be reproduced on the
mylars.
After the mylars have been signed by the Commission, they will be returned to you for filing in
the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to
the Planning Department.
Sincerely,
P�
Bart Pacekonis,Acting Chairman
Planning and Zoning Commission
BP/llz
Cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
SOWN Se',
�i
1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
SOR-CO TELEPHONE(860) 644-2511
July 28, 2016
Kevin Jodice
PDS Engineering& Construction, Inc.
107 Old Windsor Road
Bloomfield, CT 06002
Dear Mr. Jodice:
Re: Preconstruction Meeting for Appl. 16-31 P, Eagle Tissue LLC Addition, 70 Bidwell Road
IN ATTENDANCE
Name Company E-MAIL Phone
number
Michele R. Lie SW Planning michele.li e southwindsor.or 644-2511 x252
Jeffrey Doolittle SW Engineering effre .doolittle a southwindsor.or 644-2511 x245
Walter Summers SW Fire Marshal walter.suminersna southwindsor.or 644-2511 x217
Kevin Jodice PDS Engineering kevinj@pdsec.com 860-978-6251
Mike Schaller PDS Engineering michael.schaller@pdsee.com 860-508-5583
Rick Bergeron Bergeron 350mackrunner(gsbcglobal.net 860-716-6585
Excavation
The following; is a brief summary of points discussed during the meeting:
Erosion and Sedimentation Control
1. All erosion and sedimentation control measures are to be in place prior to earth movin�perations in
each area and maintained/cleaned out during construction. Call Jeffrey Folger, Senior Environmental
Planner for inspection when measures are in place, prior to commencement of site work or if any
problems/concerns arise during construction at 860-644-2511 Ext. 229.
2. All topsoil stockpile areas to be protected(ringed with haybales or equal).
3. During construction a crushed stone tracking pad may need to be installed and maintained to minimize
tracking of dirt/gravel on to Bidwell Road. Calcium chloride or water is to be used for dust control as
required.
4. Install and stabilize the detention basin and swale on site first.
Public Works
1. Three complete sets of approved/revised plans to be provided to Town prior to start of
construction. They will be stamped by the Planning Department along with plans developer
needs. Only approved plans are to be used on the job site.
2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major
construction work in (Road Name) with inspections and testing per Developers Checklist for the
following:
a. After site is staked out
b. All drainage work
c. Preparation of subgrade, compaction tests as per Developer's checklist
d. Placement of bituminous concrete, two (2)inch layers maximum
3. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation.
4. An as built plan will be required for the improvements to [Road]. A separate as built plan will be
required.
5. As built plans are to include horizontal and vertical location of all underdrains, footing drains,
and sanitary sewers and house service laterals located as per revised as-built checklist.
6. All pipe and structures to be backfilled with free draining material compacted in maximum one
foot lifts with approved compaction equipment or approved equal if deep trench is encountered.
Any pipe or structure work requires inspection prior to backfilling.
7. -Any problems and/or questions regarding construction of this project will be directed to Kevin
Jodice in the field at cell phone 860-978-6251.
8. All filling to be done in accordance with Department of Transportation specifications. To be
compacted in maximum lifts and tested as necessary.
9. Job meetings will be held as needed, and can be called by the developer or Town.
10. Seventy-two (72) hours' notice needed for certificate of occupancy inspection and a $35 C.O.
inspection fee is due at that time.
11. Any proposed changes are to be presented to the Engineering or Planning Department prior to
implementation on change order form in quadruplicate with 4 copies of the drawing. Town will
attempt to turn around within 24 hours.
12.Normal hours of operation 7:00 a.m.—5:00 p.m.,no work on Sunday.
13.No paving after October 15 or before April 15 without written approval from Director of Public
Works.
Planning Department
1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are
changes required, contact the Planning Department. Additional landscaping installed on one part
of a site will not preclude planting all of the remaining items shown on the landscaping plan.
2. Mylars to go on file prior to issuance of building permit.
3. Landscape Bond in the amount of$1,000 is required prior to the issuance of a C.O.
4. Sign permits are required for all temporary and permanent signs.
Utilities
1. Contact utilities for coordination of utilities connection.
Fire Marshal(Commercial Facilities)
1) Documents—Complete set of stamped plans with the following:
a. Plan review paid
b. Code information sheet
c. Exiting plans with travel distances
d. Wall types
e. Door schedule
f. Mechanical,Electrical, reflected ceiling
g. Fire alarm
h. Basic sprinkler layout
** PLAN REVIEW COULD TAKE 30 DAYS FOR APPROVALS **
2) Inspections:
a. Above ceiling
b. Penetrations and separations
c. Sprinkler system
A. Hydraulic calculations and cut sheets
B. Underground flush and hydrostatic test
C. System hydrostatic test
D. Main drain test/inspectors test
E. Outside bell
F. NFPA 13 paperwork
d. Fire Alarm
e. Emergency lighting test
f. Final Inspection
** PLEASE NOTE THE FOLLOWING**
1. Consulting inspection will be welcomed
2. Multiple inspections can be done on the same day
3. Stocking/addition of fixtures to occupancy will only be allowed if the life safety systems are on
line.
Police Services
1. Emergency phone numbers for the duration of the construction must be provided to Police Services on
a company letterhead. If the developer occupies or owns the building after construction emergency
numbers must be provided to Police Services.
2. All buildings located on property that abuts a public highway must be numbered and visible from the
street. All numbering shall comply with Town Ordinance 6-800 through 6-802.
3. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are
excluded.
4. Erect temporary sign on the site during construction identifying the project.
5. If an alarm is to be installed contact Police Services.
Building Department
1. Plan review with Building Official/Fire Marshal required prior to application for building permit.
Coordinate with Chief Building Official.
Very truly yours,
Michele R. Lipe,AICP
Director of Planning
MRL/llz
cc: Jeffrey Doolittle, Town Engineer
Bernie Drabek, Engineering Inspector
Michael Gantick,Public Works
Christopher Dougan, Chief Building Official
Fred Shaw, Superintendent of Pollution Control
Walter Summers, Fire Marshal
Utilities
PRECONSTRUCTION MEETING SIGN-IN SHEET
PLEASE Print Clearly
�� f Z1(5-