HomeMy WebLinkAboutApp14-10P Anixter TOWN OF SOUTH WINDSOR
PLANNING&ZONING COMMISSION
APPLICATION FORM :.....�.
EIVD
Application Number: / / � �
Official Receipt Date:
Munis Application#: '
SOUTH VJINDSOR PLANNING DEPT.
APPLICANT: Anixter Inc. (c/o Jeff Merrill)
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PROJECT NAME: Anixter
COMPLETE LOCATION OF PROPERTY: 1315 John Fitch Boulevard,South Windsor,CT 06074
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OWNER OF RECORD ON LAND RECORDS: 1315 J F Associates LLC i
OWNER ADDRESS: 1315 John Fitch Boulevard,South Windsor,CT 06074 f
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GIS PIN# 47701315 ZONE I
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NAME,ADDRESS,TELEPHONE&EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
Karen Isherwood, P.E.; Isherwood Civil Engineering,58 Ordway Drive, South Windsor,CT 06074(860)640-4064
Karen@iandscivii.com Estimated presentation time: 20
THIS APPLICATION IS FOR: (Check all that apply):
❑ Zone Change to (Public Hearing and Certificate of Mailing Required)
❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required)
❑ Subdivision ❑ Minor ❑ Major
❑ Resubdivision (Public Hearing Required) ❑ Minor 1❑ Major
❑ Conditional Subdivision
❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required)
® Site Plan of Development ❑ New ® Modification Building(s) Sq Ft No increase(92,182 existing)
❑ General Plan of Development (f
❑ Dept of Motor Vehicle License-State Hearing per Section 14-55 for j
❑ 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)
❑ Temporary and Conditional Permit(Public Hearing and Certificate of Mailing Required)for
❑ Temporary and Conditional Permit Renewal(Certificate of Mailing Required)for
❑ Detached In Law Apartment or El Accessory Apartment(Public Hearing and Certificate of Mailing Required)
❑ Major Home Occupation(Certificate of Mailing Required)for
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❑ 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 the Commission.
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/,,,lire of Applicant Signatur f Pr ��er
Uer(P Meal �l I
1s�hnn�ood �i�ril Enn+�$ring, L.L.Q.
58 Ordway Dr.
South Windsor, CT 06074
(860)640-4064
www.iandscivii.com
February 24, 2014
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Attn: Ms. Michele Lipe, Town Planner
RE: PZC Site Plan Modification Application;Anixter 1315 John Fitch Boulevard
Anixter, Inc. is seeking a permit to construct a new parking lot, and restripe existing spaces to
provide additional parking at the existing commercial building located at 1315 John Fitch Boulevard.
As required,we have submitted the following material for review:
1 copy of the completed application
2 copies of the site plan checklist
3 sets of plans (for initial review, a total of 6 sets will be provided for commission
review)
2 copies of Drainage Calculations
ICE check for application fee ($160.00)
In summary, the 6.3 ac. Parcel is zoned Industrial with an existing 92,200t sf building, last permitted
for Nassau Furniture Co. in 1972 with a total of 89 parking spaces. Currently, the site only has
striped spaces along the north and east sides of the building. 8 spaces are striped along the north
side of the building,where 11 spaces were approved, and 33 spaces are striped (including 4
handicap spaces) along the east side of the building, adjacent to John Fitch Boulevard,where only
19 spaces were shown on the approved plan. The approved plan specified removal of pavement
which has not occurred.
Anixter, Inc. is a leading global supplier of communications and security products, electrical and
electronic wire and cable. The South Windsor facility will primarily supply wire and cable for the OEM
(original equipment manufacturers) market.Anixter is a distributor, not a manufacturer of wire and
cable products,At this location there is a `value add'component to the business whereby we stripe
and dye wire to the customers specification. Plans are to lease approximately 68,100 sf of the
building with interior improvements including the construction of approximately 9,000 sf of office
space for 35 employees. The remaining space will be used for distribution and Anixter expects to
have up to 35 employees within this area. Hours of operation are to be Monday through Friday from
6:00 am to 7:00 pm.There will be a single shift with no weekend hours.
The remaining portion of the building (approx. 24,100 sf)will remain as is, operating as a showroom
for Nassau Weekend Warehouse, open to the public Thursday through Sunday.
Ish�urwr�e�1 »kihril Et�gine�riing, l..l�C.
A total of 89 spaces (10'x20')were approved for this building in 1972. Existing conditions on site vary
slightly from the approved plan and consequently, the impervious coverage for the site exceeds the
65% maximum (approx. 66.5% existing). This application seeks to relocate some of the parking
located to the rear of the building, nearest the warehouse, to the front-south side of the building.
New parking for 20 cars is proposed in this location. Landscaped islands have been incorporated
into the design and are sized to provide 6% landscaping for the proposed parking area. In addition,
plans also specify the removal of other areas of pavement throughout the site to bring the site into
compliance with respect to impervious cover. Improvements to the building exterior include the
addition of windows/doors along the existing southeast corner of the building.Additional architectural
treatments will be incorporated to enhance the aesthetics of the existing building.
Please review the attached information and let me know if you require any additional information.
Thank you.
Respectf ly submitted,
T
Karen sherwood, P.E., LEED A.P.
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TOWN OF SOUTH WINDSOR CHECKLIST
REQUIRED INFORMATION SITE PLANS
APPLICANT Anixter,Inc. c/o Jeff Merrill
PROJECT NAME Anixter,Inc.
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.
X 1. On each sheet for plans or maps, title block with the following information:
X a. Name, address and telephone of applicant.
X b. Name, address and telephone number of Land Surveyor or Professional
Engineer.
X c. Name of Development.
X d. Date when drawings were made.
X 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.
X a. Data block which gives needed zoning information such as percentage of
lot coverage, acreage of tract, number of apartment units, parking
requirements, etc.
X b. Outline of buildings.
X c. Layout of streets.
X d. Surrounding property boundaries-within 500 feet.
X e. Names of abutting property owners.
n/a f. Proposed open spaces and recreation areas.
X g. Driveway cuts on abutting properties and any properties across from
proposed site.
n/a h. Distance to and name of nearest intersection street.
X 3. Architectural Elevations: See attached checklist for Architecture and Design
Review.
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x 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:
x a. Distance and bearings of all boundary lines and acreage of site. Iron pins
required at all property angle points and shown on map.
x b. Proposed streets and street lines with center line station, curve data, and
parking spaces.
x c. Building lines in accordance with zoning regulations.
x d. Proposed buildings and other structures, including signs, outside lighting,
and dumpsters (on concrete pad and screened).
nla 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
x 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.
nra h. All open space or other common or public land uses shall be indicated.
x i. A-2 certification; P.E./L.S. Seal.
x 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:
x a. All existing and proposed buildings.
x b. Curb Lines and pavement width, sidewalks.
x c. Existing and proposed sanitary sewers.
x d. Existing and proposed water and-all existing utilities.
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X e. Present wooded area indicated by foliage lines. Any trees to be saved
should be shown.
X 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.
X g . Regulated wetlands and 100-year floodplain or note that none are
present.
X h. Proposed storm drainage system, showing all catch basins, endwalls,
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.
n/a i. Connections of all springs into proposed storm drainage system as
needed.
n/a j. Location and indications of existing brook channels, and 100-year flood
limits.
X k. A-2 &T-2 Certification; P.E & L.S. Seals.
X 6. Landscaping plan
7. Drainage calculations: - Zero Runoff Increase per attached guidelines.
n/a g. Traffic Report
X 9. Site Lighting Plan
n/a 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:
a. Layout of streets in sections coordinated by stations with the profile.
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.
c. Sight line at driveway &street intersections.
3
n/a d. Profile of roadway showing existing and finished grades. Roadway profile
will show all tangent grade and all vertical curve information.
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.
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.
n/a 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.
n/a 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.
2/24/14
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PLAN PREPARE ./L.S.) DATE
February 2002; Rev. 4-04
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NAME: � )XTj I Pic -
LOCATION: I�) IS �2hn F0 '3au It vgrd
TYPE OF PROJECT: �ET ill rr1 J��- E-X 151)n!6- L 010
ARCHITECTURAL AND DESIGN REVIEW COMMITTEE CHECKLIST
The following items must be submitted, in accordance with Section 9.1 of the Zoning
Regulations at the time of a site plan application for an industrial or commercial building, or
high density housing.
1. Site plan of the property (per Section 8 of the Zoning Regulations)
2. Architectural elevations of the proposed buildings
3. Types, styles and colors of building materials, exterior facades and facing, and
fenestrations (samples suggested)
4. Special architectural features (if applicable)
5. Colors, materials, and location of lighting
6. Design of signs
7. Mechanical hardware proposed on or around the building and roof, including trash
compactor, and auxiliary storage areas
B. Landscape plan indicating location, types, sizes, and quantities of proposed plant
materials
9. Lighting Plans (per Section 17.22.1.A.1-4 Submission requirements)
All of the above-required information/materials have been provided.
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1� 4�
2
—zzo
ignature Date
Please be aware that missing information or incomplete information may
result in a delay in action by the Committee on this application.
Revised December 20, 2000
PAYMENT SUMMARY RECEIPT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
DATE: 02/24/14 CUSTOMER#: 000000000
TIME: 16:15
CLERK: laurenlz
RECPT#: 20696436 PREV BAL:
TP/YR: MS/2014 AMT PAID: 160.00
BILL: ADJSTMNT:
EFF DT: 02/24/14 BAL DUE:
PERMITS/INSP PAYMENT
-----------------TOTALS-----------------
PRINCIPAL PAID: 160.00
INTEREST PAID: .00
ADJUSTMENTS: .00
DISC TAKEN: .00
AMT TENDERED: 160.00
AMT APPLIED: 160.00
CHANGE: .00
PAID BY; ANIXTER INC / KAREN
PAYMENT METH: CHECK
PAYMENT REF: 1148
� � C
Stormwater Management Plan
Anixter, Inc.
1315 John Fitch Boulevard
South Windsor, Connecticut
'x•^'
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Prepared by
Isherwood Civil Engineering,LLC
58 Ordway Dr.
South Windsor, CT 06074
Proj.# 1059
February 24,2014
Table of Contents: Page#
Introduction 1
Existing Conditions 1
Proposed Development 1
Erosion/Sedimentation Control 1
Drainage Design 1
Conclusions 1
Appendices:
Hydrographs (Rational Formula) A
Introduction: The applicant is seeking site plan approval to construct additional
bituminous parking areas, and remove other bituminous areas to provide adequate
parking for tenants at an existing commercial building.
Existing Conditions: The 6.3 acre site is an industrial lot containing an existing
92,200sf building and associated access driveways, parking spaces and utilities. Storm
water drains sheet flow from paved areas into existing catch basin structures, which
discharge into the town's drainage system located within Strong Road. A low area
existing south of the building which receives runoff from an existing lawn area.
Proposed Development: The proposed development of the site consists of the
construction of a 24' side access drive with parking for 20 vehicles. A small amount of
pavement is proposed to the rear(west)of the building to connect existing pavement to
an existing drive in door to the building.
Runoff from the proposed parking area will flow onto the vegetated side yard south of the
building which has been regraded to enlarge the retention area.
Erosion/Sedimentation Control Systems: An extensive erosion/sedimentation control
plan has been developed as part of the site design. These measures include the following:
1. Installation of silt fence down-slope of disturbed areas.
2. Installation of silt fence around stockpiled materials.
3. Seeding and mulching disturbed areas as soon as practical during
construction.
Drainage Design:
The drainage design of the site has been completed utilizing a number of computer
programs and generally accepted design methods. The runoff from the site under
developed conditions has been calculated using the Rational Method. Summary sheets,
Hydrographs and a topographic drainage area map (1"=40') are included in appendix A.
Conclusions: The larger retention area on-site is expected to mitigate any potential
storm-water quality impacts from the proposed development.
Appendix A
Hydrograph Summary Report Hydraflow Hydrographs Extension for AUtoCAD®
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cult) (ft) (cuft)
1 Rational 0.620 1 5 186 — — — EX.RUNOFF
2 Rational 1.377 1 5 413 ---- DEV.RUNOFF
10 Reservoir 0.000 1 n/a 0 1 98.67 186 EX.DRAINAGE
11 Reservoir 0.000 1 n/a 0 2 98.62 413 DEV.DRAINAGE
C:\ICE\drainage\1059.gpw Return Period: 2 Year Monday, Feb 24, 2014
Hydrograph Summary Report Hydraflow Hydrographs Extension for AutoCAD®
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 Rational 0.809 1 5 243 —— EX.RUNOFF
2 Rational 1.797 1 5 539 — --- -- DEV.RUNOFF
10 Reservoir 0.000 1 n/a 0 1 98.72 243 EX.DRAINAGE
11 Reservoir 0.000 1 n/a 0 2 98.65 539 DEV.DRAINAGE
C:\ICE\drainage\1059.gpw Return Period: 10 Year Monday, Feb 24, 2014
Hydrograph Summary Report Hydraflow Hydrographs Extension for AUtoCAD®
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 Rational 0.904 1 5 271 -- -- EX. RUNOFF
2 Rational 2.010 1 5 603 --- — DEV.RUNOFF
10 Reservoir 0.000 1 n/a 0 1 98.75 271 EX.DRAINAGE
11 Reservoir 0.000 1 n/a 0 2 98.67 603 DEV.DRAINAGE
C:\ICE\drainage\1059.gpw Return Period: 25 Year Monday, Feb 24, 2014
Hydrograph Summary Report Hydraflow Hydrographs Extension for AutoCAD®
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cult) (ft) (cuft)
1 Rational 0.985 1 5 296 —— -— — EX.RUNOFF
2 Rational 2.189 1 5 657 — - — -- DEV.RUNOFF
10 Reservoir 0.000 1 n/a 0 1 98.77 296 EX.DRAINAGE
11 Reservoir 0.000 1 n/a 0 2 98.68 657 DEV.DRAINAGE
C:\ICE\drainage\1059.gpw Return Period: 50 Year Monday, Feb 24, 2014
Hydrograph Summary Report
Hydraflow Hydrographs Extension for AutoCAD®
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cult) (ft) (cuft)
1 Rational 1.052 1 5 316 -- EX.RUNOFF
2 Rational 2.338 1 5 701 ---- ---- ----- DEV.RUNOFF
10 Reservoir 0.000 1 n/a 0 1 98.79 316 EX.DRAINAGE
11 Reservoir 0.000 1 n/a 0 2 98.70 701 DEV.DRAINAGE
C:\ICE\drainage\1059.gpw Return Period: 100 Year Monday, Feb 24, 2014
Pond Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday, Feb 24,2014
Pond No. 1 - EXISTING LOW AREA
Pond Data
Contours-User-defined contour areas.Conic method used for volume calculation.Begining Elevation=98.50 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cult) Total storage(cult)
0.00 98.50 210 0 0
0.50 99.00 2,336 541 541
Culvert/Orifice Structures Weir Structures
[A] IB] [C] [PrfRsr] [A] [Bl [C] [D]
Rise(in) = 0.00 0.00 0.00 0.00 Crest Len(ft) = 0.00 0.00 0.00 0.00
Span(in) = 0.00 0.00 0.00 0.00 Crest El.(ft) = 0.00 0.00 0.00 0.00
No.Barrels = 0 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00
Invert El.(ft) = 0.00 0.00 0.00 0.00 Weir Type = --- --- ---
Length(ft) = 0.00 0.00 0.00 0.00 Multi-Stage = No No No No
Slope(%) = 0.00 0.00 0.00 n/a
N-Value = .000 .000 .000 n/a
Orifice Coeff. = 0.00 0.00 0.00 0.00 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage = n/a No No No TW Elev.(ft) = 0.00
Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control.Weir risers checked for orifice conditions(ic)and submergence(s).
Stage/Storage/Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 98.50 -- --- --- --- --- --- --- --- --- --- 0.000
0.50 541 99.00 --- -- --- --- --- --- - --- --- --- 0.000
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3138 2011 by Autodesk,Inc.v8 Monday,Feb 24,2014
Hyd. No. 10
EX. DRAINAGE
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 2 yrs Time to peak = nla
Time interval = 1 min Hyd. volume = 0 cult
Inflow hyd. No. = 1 - EX. RUNOFF Max. Elevation = 98.67 ft
Reservoir name = EXISTING LOW AREA Max. Storage = 186 cuft
Storage Indication method used.
EX. DRAINAGE
Q (cfs) Hyd. No. 10--2 Year Q(cfs)
1.00 1.00
0.90 0.90
0.80 0.80
0.70 0.70
0.60 0.60
0.50 0.50
0.40 0.40
0.30 0.30
- - 0-20 - 0.20
00/
0.10 0.10
0.00 0.00
0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2
Time(hrs)
Hyd No. 10 Hyd No. 1 1 1 1 i i 1 Total storage used = 186 cult
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday,Feb 24,2014
Hyd. No. 10
EX. DRAINAGE
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 100 yrs Time to peak = n/a
Time interval = 1 min Hyd. volume = 0 cult
Inflow hyd. No. = 1 - EX. RUNOFF Max. Elevation = 98.79 ft
Reservoir name = EXISTING LOW AREA Max. Storage = 316 cuft
Storage Indication method used.
EX. DRAINAGE
Q(cfs) Hyd. No. 10-- 100 Year Q (cfs)
2.00 2.00
1.00 1.00
0.00 0.00
0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2
Time(hrs)
Hyd No. 10 Hyd No. 1 1 1 I 1 1 1 Total storage used =316 cult
Pond Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday,Feb 24,2014
Pond No.2 - PROP. LOW AREA
Pond Data
Contours-User-defined contour areas.Conic method used for volume calculation.Begining Elevation=98.50 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cuft) Total storage(cuft)
0.00 98.50 879 0 0
0.50 99.00 7,280 1,781 1,781
Culvert/Orifice Structures Weir Structures
[A] [Bl [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 0.00 0.00 0.00 0.00 Crest Len(ft) = 0.00 0.00 0.00 0.00
Span(in) = 0.00 0.00 0.00 0.00 Crest El.(ft) = 0.00 0.00 0.00 0.00
No.Barrels = 0 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00
Invert El.(ft) = 0.00 0.00 0.00 0.00 Weir Type = --- --- -- -
Length(ft) = 0.00 0.00 0.00 0.00 Multi-Stage = No No No No
Slope(%) = 0.00 0.00 0.00 n/a
N-Value = .000 .000 .000 n/a
Orifice Coeff. = 0.00 0.00 0.00 0.00 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage = n/a No No No TW Elev.(ft) = 0.00
Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control.Weir risers checked for orifice conditions(ic)and submergence(s).
Stage/Storage/Discharge Table
Stage Storage Elevation Civ A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 98.50 --- --- -- --- --- --- --- --- --- --- 0.000
0.50 1,781 99.00 --- --- --- --- --- -- -- -- --- --- 0.000
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday, Feb 24,2014
Hyd. No. 11
DEV. DRAINAGE
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 2 yrs Time to peak = n/a
Time interval = 1 min Hyd. volume = 0 cult
Inflow hyd. No. = 2 - DEV. RUNOFF Max. Elevation = 98.62 ft
Reservoir name = PROP. LOW AREA Max. Storage = 413 cuft
Storage Indication method used.
DEV. DRAINAGE
Q (Cfs) Hyd. No. 11 --2 Year Q (cfs)
2.00 2.00
1.00 1.00
0.00 0.00
0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2
Time(hrs)
Hyd No. 11 Hyd No. 2 1 1 1 1 I 1 Total storage used =413 cult
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday,Feb 24,2014
Hyd. No. 11
DEV. DRAINAGE
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 100 yrs Time to peak = n/a
Time interval = 1 min Hyd. volume = 0 cuft
Inflow hyd. No. = 2 - DEV. RUNOFF Max. Elevation = 98.70 ft
Reservoir name = PROP. LOW AREA Max. Storage = 701 cuft
Storage Indication method used.
DEV. DRAINAGE
Q (cfs) Hyd. No. 11 -- 100 Year Q(cfs)
3.00 3.00
2.00 2.00
1.00 00, NIS 1.00
I
1 t
0.00 0.00
0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2
Time(hrs)
Hyd No. 11 Hyd No. 2 1 i 1 1 1 I Total storage used = 701 cult
0
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EXISTING DRAINAGE AREA:
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(100 YR=316t CF TO EX. LOW AREA:
541 CF AVAILABLE)
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PLANNING DEPARMENT
IN-HOUSE REFERRAL FORM
DATE: 2/25/14
TO: Matt Galligan, Fred Shaw, Michael Gantick, Walter Summers, Jeff Doolittle
Ray Favreau, Mark Owens, Chris Dougan, Sherry McGann, Ron Asselin,
John Caldwell, Dennis Sheridan, Glen Buonanducci
FROM: Michele Lipe, AICP, Town Planner
The Planning &Engineering Departments have received plans for the following projects:
Appl 14-10P, Anixter Site Plan Modification
Location: 1315 John Fitch Boulevard
® Site Plan ❑ Subdivision No. Acres 6.3 Zone I
❑ Industrial ® Commercial ❑ Residential No. Lots/Units
Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System
Project Description: Parking expansion and facade changes to accommodate new tenant
Future Town-owned property involved? ❑ Yes ®No
❑ new street(s) ❑ new detention area
❑ new open space/recreation area ❑ active ❑passive
1
Planning Department notes:
Please comment by 2/28/14 and return to the Planning Department.
SO*N SC4
-0� aps-o�
w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
r�OSOR-CO TELEPHONE (860) 644-2511
February 26, 2014
Karen Isherwood, P.E.
Isherwood Civil Engineering
58 Ordway Drive
South Windsor, CT 06074
Dear Ms Isherwood:
Re: Appl. #14-10P, Anixter Site Plan of Development Modification, 1315 John Fitch
Boulevard
Please be advised that the above referenced matter has been scheduled on the
Planning & Zoning Commission agenda for Tuesday, March 25, 2014 at 7:30 PM in
the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue.
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 hearing and must be clearly visible from a town street.
A sign must be posted on John Fitch Boulevard by Friday, March 14, 2014.
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
Isherwood Civil Engineering 7HANB TTAL
58 Ordway Dr.
S. Windsor, CT 06074
(860)640-4064
www.iandscivil.com RECEIVE®
MAR "I "I ZG14
March 11, 2014 SOUTH WINDSOR PLANNING DEPT.
Michele Lipe, Town Planner _ - -
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Re: 1315 John Fitch Boulevard;Anixter, Inc. Site Plan Modification
I am submitting(6)complete sets of plans revised to address town staff comments raised at our
meeting on March 4, 2014. Staff were represented by Walter Summers, Fire Marshall; Fred Shaw
from Public Works; Jeffrey Doolittle, P.E. Town Engineer; and Jeffrey Folger and Michele Lipe
from Planning. Revisions include:
1) Concrete pads have been added at the 2 existing doors located on the south of the
building that will remain.A bituminous sidewalk(4'wide) is specified to connect these
two doors(means of emergency egress)to the proposed parking lot. The third existing
door on the south side is to be removed. On the east side of the building, the second
proposed door is now depicted with a concrete sidewalk specified to connect to the
existing sidewalk. Use of doors located on the east side are: new door farthest south will
be the main entrance for office employees and/or visitors, second proposed entrance will
serve as a second emergency egress for the office space, and the third(existing)door will
serve as an emergency egress for the warehouse space.
2) (3)concrete bollards have been specified to protect the existing gas service at the south-
east corner of the building. A detail has been included on the plans.
3) Parking calculations eliminate the reference to a waiver and now reflect a request for a
"modification of minimum required parking spaces" (Section 6.4.9)to reduce the
requirement by 16 spaces. The applicant requires no more than 82 spaces for 70
employees, which is 16 fewer than zoning regulations would require. The application
provides no increase in building size and provides more parking than has existed for more
than 40 years. The application also specifies a reduction in pavement to bring the site into
compliance with respect to impervious cover.
4) A sanitary sewer manhole is specified as requested, to allow for monitoring of industrial
discharge. As discussed, discharge into the sewer from Anixter will be from bathroom
.e =
fixtures only, with no floor drains_ The question of water usage was originally raised to
determine if there was capacity to allow for sprinklers,which it appears to have.
5) The center landscaped island (adjacent to Strong Road)has been modified to eliminate
the Y paved channel. As requested, this area will now serve as a rain garden and will be
graded to receive surface runoff from the remaining, existing pavement. A yard drain has
been specified to provide relief during greater storm events.
6) Grading for the new parking area located on the south-east corner of the building has
been modified as requested to direct surface runoff from the existing low area on site,
westerly via a grass swale. A Swale has been specified with a minimum slope of 0.5% as
required.
7) �he proposed parking area has been modified, as requested, in an effort to preserve an
existing 24" maple tree on site. As directed, the width of the proposed access drive has
been reduced(20'minimum) to provide greater separation from the tree to be saved.
8) The proposed dumpster is to be located on concrete inside of the enclosed loading dock
area.
9) Existing roof leaders were not found along the building exterior and are believed to tie in
from within the building and drain into existing storm structures. The owner represents
that previous issues with the roof leaders resulted from blockage of storm pipes, and that
the town of South Windsor had resolved the issue. We are aware of no current issues with
the existing roof leaders.
10)Specifications for lighting as well as text for the foot-candles have been made legible
(larger) as requested. In addition(3)building mounted lights have been added to the
eastern side of the building for a total of(5)proposed fixtures.
11)Modifications to the building for 14VAC will require units to be added to the roof, to be
set back from John Fitch Boulevard and is not expected to be visible.
12)The topsoil stock pile has been relocated due to the new grass swale, as requested.
Please review the plans and let me know if you have any questions. The applicant is anxious to
bring new business into South Windsor. We appreciate your assistance throughout the process
and look forward to our meeting before Planning&Zoning on March 25, 2014.
Thank you.
Sincerely,
r b
Karen sherwood,P.E.,Principal
tAN'
MEMORANDUM
To: Michele Lipe, Town Planner
From: Jeffrey Doolittle, Town Engineer
Date: 3/13/14
RE: Application 14-10P—Anixter, 1315 John Fitch Boulevard
Engineering has reviewed the site plan modification received on 13/11/14 for the
above site and has the following comments:
1. The grass swale to carry runoff from the additional parking area to the west is
good. However, a storage area needs to be included in or near this swale to the
west of the building to detain the increase in runoff for a 100 year storm. This
could be a small basin with a level spreader overflow or an outlet structure pipes
to the west.
2. An access easement to the Town is needed around the proposed sanitary
manhole near Strong Road for Town crews to sample and inspect the sewer
flows from this site if needed. This easement should be 20 feet wide and extend
at least 20 feet from the edge of the ROW for Strong Road so the San MH is in
about the middle of this easement area.
3. A couple of notes on Sheet C-2 overlap and are obscured near the edge of the
proposed rain garden. One or more of these notes need to be moved so they are
clear.
4. An application needs to be submitted to the WPCA for this site plan modification,
for their review and approval.
Please contact me if you have any questions.
1
Page 1 of 1
Lipe, Michele
From: Lipe, Michele
Sent: Thursday, March 13, 2014 12:46 PM
To: Karen Isherwood
Cc: Doolittle, Jeffrey; Folger, Jeffrey
Subject: Anixter revised plans
Attachments: D00031314.pdf
Hi,
We have reviewed the revised plans. Attached are comments from Jeff Doolittle.
My zoning concerns remain as follows: the parking breakdown and how the specific uses should be broken out;
interior landscape requirements must be demonstrated where parking spaces are proposed (any spaces in
addition to what was shown on the original site plan are subject to this regulation); the zoning data table reflects
+/-for 64.9% impervious coverage. It cannot exceed 65% and should reflect such. The lighting levels should be
revisited as they appear to be low.
Jeff Folger will be following up with some comments on the rain garden design.
Please make sure signs are posted by Saturday as we intend to have this on the March 25th agenda.
Thanks,
Michele
Michele R. Lipe, AICP
Town Planner
Town of South Windsor
South Windsor, CT 06074
(860) 644-2511, ext. 252
3/13/2014
Isherwood Civil Engineering 7HQMOMFUL
58 Ordway Dr.
S. Windsor, CT 06074
(860) 640-4064
www.iandscivil.com RECEIVED
MAR �0 Z014
March 20, 2014 SOUTH WINDSOR PLANNING DEPT.
Michele Lipe, Town Planner
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Re: 1315 John Fitch Boulevard;Anixter, Inc. Site Plan Modification
I am submitting (6) complete sets of plans revised to address town staff comments from Town
Engineer, Jeffrey Doolittle, in his memo dated 3/13/14. Revisions include:
1) An additional storage area has been provided as requested to detain the increase in runoff
for improvements located on the south side of the building. Two copies of the revised
Stormwater Management Plan are included for review.
2) An access easement has been provided, as requested, and is depicted on sheet C-1.
3) Sheet C-2 has been revised as requested, for clarity.
4) We understand that WPCA approval is required.An application has been submitted, and
we expect to be before the Commission at their next scheduled meeting.
Additional revisions were made to address comments raised via email from Planning staff
including:
1) The parking calculations have been modified and broken down by use for the
applicant, as requested. Calculations can be found on Sheet C-1.
2) Lighting has been reviewed and a new light pole is being proposed along the
southerly boundary, adjacent to the 6 proposed parking spaces.A 14'high pole
"The Archetype"-bylCini Lighting is specified T is is a full cutoff ixture.A copy— -of the specification sheet has been included with this packet for review.
3) Plant material within the rain garden has been modified, as discussed with Jeff
Folger.
4) Landscape area calculations have been included on the landscaping plan(C-3)
and depict 5.9%provided for the 20 relocated spaces, and 1.4%where one
parking space from the rear of the building is being located adjacent to the
existing unapproved spaces east of the building. Please note that this application
proposes a total of 4 more parking spaces than are available today. The goal of
this application was to provide a minimum of 40 spaces along the front of the
building for Anixter. They anticipate 3 5 office employees entering from the front
and need additional spaces available for visitors.As the site is currently over the
maximum impervious coverage limit(at 66.5%)the applicant will be removing an
equal amount of pavement they are proposing to compensate, as well as an
additional 4200 sf of pavement in areas west of the building, adjacent to Strong
Road, in order to bring the site into compliance. We understand that the existing
parking spaces along John Fitch Boulevard were never approved, however,the
applicant is hopeful that the town will consider the additional work and expense
involved with this proposal to be found acceptable. They would also be amenable r)
to providing additional plantings (shrubs and/or 5'x5' beds) along t e if�_ c
desired.-
Please review the plans and let me know if you have any questions. The applicant is anxious to
bring new business into South Windsor.Again, we appreciate your continued assistance and
support throughout the process and look forward to our meeting before Planning &Zoning on
March 25, 2014.
Thank you.
Sincerely,
aren Isherwoo , Principal
I
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RECEIVED
.Arm i MAR
R )31 i oa=-s jcTi�n I L�J L U I
SOUTH WINDSOR PLANNING DEPT.
roM UGHrNG
74C
O tie
Stormwater Management Plan
Anixter, Inc.
1315 John Fitch Boulevard
South Windsor, Connecticut
Prepared by
Isherwood Civil Engineering,LLC
58 Ordway Dr.
South Windsor,CT 06074
Praj.#40"
February 24,2014
Revision: 3-18-14
RECEIVED
MAR ?U Z014
SOUTH WINDSOR PLANNING DEPT.
Table of Contents: Page#
Introduction 1
Existing Conditions 1
Proposed Development
Erosion/Sedimentation Control 1
Drainage Design 1
Conclusions 1
Appendices:
Hydrographs (Rational Formula) A
Introduction: The applicant is seeking site plan approval to construct additional
bituminous parking areas, and remove other bituminous areas to provide adequate
parking for tenants at an existing commercial building_
Existing Conditions: The 6.3 acre site is an industrial lot containing an existing
92,200sf building and associated access driveways, parking spaces and utilities. Storm
water drains sheet flow from paved areas into existing catch basin structures, which
discharge into the town's drainage system located within Strong Road. A low area
existing south of the building receives runoff from the existing lawn area.
Proposed Development: The proposed development of the site consists of the
construction of a 22'w-ide access drive with parking for 20 vehicles. A small amount of
pavement is proposed to the rear(west)of the building to connect existing pavement to
an existing drive in door to the building.
Runoff from the proposed parking area will flow onto a vegetated swale located in the
side yard south of the building which directs runoff to a detention basin that will spill into
a proposed Swale discharging towards the westerly boundary.
Erosion/Sedimentation Control Systems: An extensive erosion/sedimentation control
plan has been developed as part of the site design. These measures include the following:
1. Installation of silt fence down-slope of disturbed areas.
2. Installation of silt fence around stockpiled materials.
3. Seeding and mulching disturbed areas as soon as practical during
construction.
Drainage Design:
The drainage design of the site has been completed utilizing a number of computer
programs and generally accepted design methods. The runoff from the site under
developed conditions has been calculated using the Rational Method. Summary sheets,
Revised Hydrograpbs and a topographic drainage area map (1"=69) are included in
appendix A.
Conclusions: The retention area on-site is expected to mitigate any potential storm-water
quality impacts from the proposed development.
Appendix A
Hydrograph Summary Report
Hydraftow Hydrographs Extension forAutoCADG
Hyd. Hydrograph Peak k Time Time to Hyd. Inflow Maximum f Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (ruin) (min) (cult) (ft) (cuft)
1 Rational 0.633 1 5 190 -- — — EXISTING
2 Rational 1.381 1 5 414 — — ---- DEV.TO BASIN
1
10 iReservoir 0.000 i 1 nla 0 ! 1 98.68 190 t EX.CONDITIONS
11 +Reservoir 0.000 1 i n1a ' 0 , 2 07.43 t 414 DEV.CONDITIONS
I
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GAIGEIANIXTER 1059-REV2.GPW Return Period:2 Year Tuesday, Mar 18, 2014
Hydrograph Summary Report HydraflowHydrographs Extension for AutoCADG
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cult) i (ft) (cuff)
1 Rational 0.827 1 5 248 -- --- — EXISTING
2 Rational 1.802 1 5 541 -- -- -- DEV.TO BASIN
10 Reservoir 0.000 1 nla 0 1 98.73 248 EX.CONDITIONS
11 Reservoir 0.000 1 n(a 0 2 07.54 541 DEV.CONDITIONS �
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GAGEIANIXTER 1059-REV2.GPVV Return Period: 10 Year Tuesday, Mar 18, 2014 1
Hydrograph Summary Report Hydraflow Hydrographs Extension for AutoCADC
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cult) (ft) (cuft)
1 Rational 0.925 1 5 277 ___ _____ __ EXISTING
2 Rational 2.016 1 5 605 ---- —_— -- DEV.TO BASIN
10 Reservoir 0.000 1 n/a 0 1 98.76 277 EX.CONDITIONS
11 Reservoir 0.000 1 i nta 0 2 97.60 605 DEV.CONDITIONS
f
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CAIGBANIXTER 1059-REV2.GPW Return Period:25 Year Tuesday, Mar 18, 2014
Hydrograph Summary Report Hydraflow Hydrographs Extension for AutoCADO
Hyd. Hydrograph Peak Time Time to iHyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (c%) (min) (min) (cuff) (ft) (cam)
1 Rational 1.007 1 5 - 302 --- ----- --- EXISTING
2 Rational 2.196 I 1 5 659 ---- -- — DEV.TO BASIN
10 Reservoir 0.000 1 n1a 0 1 98,78 302 EX.CONDITIONS
11 Reservoir 0.070 1 10 51 2 97.64 663 DEV_CONDITIONS
1
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CACBANIXTER 1059-REV2.GPW Retum Period: 50 Year Tuesday, Mar 18, 2014
i
Hydrograph Summary Report HydraflowHydrographs Extension for AutoCAD(R
id. Hydrograph Peak linterval
Time Time to Hyd. Inflow Maximum Total Hydrograph
. type flow Peak volume hyd(s) elevation strge used Description
(origin) (cfs) ;(min) (min) (tuft) (ft) ( (tuft)
1 Rational 1.076 � 1 5 � 323 -- ----- --
EXISTING
2 Rational 2.345 1 5 704 --- -- + -- DEV.TO BASIN
10 Reservoir 0.000 1 n.a 0 1 98.80 323 EX.CONDITIONS
11 Reservoir 0.154 1 10 96 2 97.66 687 DEV.CONDITIONS f
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CAICBAN(XTER 1059-REV2.GPW Return Period: 100 Year Tuesday, Mar 18, 2014
i
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3D®2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201•
Hyd. No. 1
EXISTING
Hydrograph type = Rational Peak discharge = 0.633 cfs
Storm frequency = 2 yrs Time to peak = 0.08 hrs
Time interval = 1 min Hyd. volume = 190 cult
Drainage area = 0.460 ac Runoff coeff. = 0.3*
Intensity = 4.590 in/hr Tc by User = 5.00 min
OF Curve = hartford.IDF Asc/Rec limb fact = 1/1
Composite(Area1C)=((0.460 x 0.30)1/0.460
Q(Cfs) H l` b. Year Q(Cfs)
1. _ 1.00
0 0.90
0 ( - 0.80
0 I 0.70
I
0 0-60
t
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0 - 0.50 59
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0 - 0.40
40,30
0
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0 NI 0.10
0" .0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.20*00
Hyd No 1 Time(hrs)
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3DO 2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201,
Hyd, No. 1
EXISTING
Hydrograph type = Rational Peak discharge = 0.827 cfs
Storm frequency = 10 yrs Time to peak = 0.08 hrs
Time interval = 1 min Hyd. volume = 248 tuft
Drainage area = 0.460 ac Runoff coeff. = 0.3*
Intensity = 5.990 in/hr Tc by User = 5.00 min
OF Curve = hartford.IDF Asc/Rec limb fact = 1/1
*Composite(Area,'C)_[(0.460 x 0.30)]J 0.460
Q(cfs) H . No TiNC�o Year Q(cfs)
- 1.00
-0.90
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0. 0.70
0 - -- - 0.60
0. �- - - 0.50
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0. _ __ 0.20
0.11 0.10
-� I Ii_0.0 .0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 01 00
Hyd No. 1 Time(hrs)
Hydrograph Report
Hydraflow Hydrographs Extension forAutoCAUV Civil 3136 2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201•
Hyd. No. 1
EXISTING
Hydrograph type = Rational Peak discharge = 0.925 cfs
Storm frequency = 25 yrs Time to peak = 0.08 hrs
Time interval = 1 min Hyd. volume = 277 cuft
Drainage area = 0.460 ac Runoff coeff. = 0.3*
Intensity = 6.700 in/hr Tc by User = 5.00 min
OF Curve = hartford.IDF Asc/Rec limb fact = 1/1
*Composite(Area1C)=[(0.460 x 0.30)]!0.460
Q(Cfs) H "No T7 N95 Year Q(cfs)
1.00 1.00
0. - - -- ---- -- -- -- 0.90
0.80 0.80
0.70
0. 0.60
0_ 0.50
0. - j 0.40
E
f
-
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i
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0. _ - 0.10
4
0. .0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0. '00
Hyd No. 1 Time(hrs)
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAM Civil 3130)2011 by Autodesk,Inc.v8 Tuesday.Mar 18,201
Hyd. No. 1
EXISTING
Hydrograph type = Rational Peak discharge = 1.007 cfs
Storm frequency = 50 yrs Time to peak = 0.08 hrs
Time interval = 1 min Hyd. volume = 302 cult
Drainage area = 0.460 ac Runoff coeff. = 0.3*
Intensity = 7.298 in/hr Tc by User = 5.00 min
OF Curve = hartford.IDF Asc/Rec limb fact = 1/1
Composite(Area/C)=f(0.460 x 0.30))/0.460
Q{cfs) HV o 1 Year Q(cfs)
2. 2.00
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I
1.00
I
1
0' 0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2
Hyd No. 1 Time me(hrs)
Hydrograph Report
Hydrallow Hydrographs Extension for AutoCADV Civil 3D@ 2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201,
Hyd. No. 1
EXISTING
Hydrograph type = Rational Peak discharge = 1.076 cfs
Storm frequency = 100 yrs Time to peak = 0.08 hrs
Time interval = 1 min Hyd. volume = 323 cult
Drainage area = 0.460 ac Runoff coeff. = 0.3*
Intensity = 7.794 in/hr Tc by User = 5.00 min
OF Curve = hartford.IDF Asc/Rec limb fact = 1/1
*Composite(Area/C)_[(0.460 x 0.30))/0.460
Q(Cfs) H "No TI-- Year Q(cfs)
2. - 2.aa
l
(
I
1.00 1,00
a. .o o.o 0.0 - 0,1 0.1 0.1 0.1 0.1 0.1 0.2 a. o0
Hyd No. 1 Time(hrs)
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD&Civil 313V 2011 by Autodesk,Inc.v8 Tuesday.Mar 18,201.
Hyd. No. 2
DEV. TO BASIN
Hydrograph type = Rational Peak discharge = 1.381 cfs
Storm frequency = 2 yrs Time to peak = 0.08 hrs
Time interval = 1 min Hyd. volume = 414 cult
Drainage area = 0.510 ac Runoff coeff. = 0.59*
Intensity = 4.590 in/hr Tc by User = 5.00 min
IDF Curve = hartford.IDF Asc/Rec limb fact = 1/1
Composite(Area1C)_[(0.260 x 0.30)+(0.250 x 0.90)j(0.510
Q (cfs) Fi�vNo g2 Yelai Q(cfs)
2. i .� r 2.00
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Hyd No.2
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3M 2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201•
Hyd. No. Z
DEV. TO BASIN
Hydrograph type = Rational Peak discharge = 1.802 cfs
Storm frequency = 10 yrs Time to peak = 0.08 hrs
Time interval = 1 min Hyd. volume = 541 cult
Drainage area = 0.510 ac Runoff coeff. = 0.59*
Intensity = 5.990 in/hr Tc by User = 5.00 min
IDF Curve = hartford,IDF Asc/Rec limb fact = 1/1
*Composite(Area/C)_[(0.260)c 0.30)+(0250 x 0.90)]/0.510
Q(cfs) hT gV PAYear Q(cfs)
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Hyd No.2 Time(hrs)
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD(D Civil 3DED 2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201•
Hyd. No. 2
DEV. TO BASIN
Hydrograph type = Rational Peak discharge = 2,016 cfs
Storm frequency = 25 yrs Time to peak = 0.08 hrs
Time interval = 1 min Hyd. volume = 605 cult
Drainage area = 0.510 ac Runoff coeff. = 0.59*
Intensity = 6.700 in/hr Tc by User = 5.00 min
IDF Curve = hartford.IDF Asc/Rec limb fact = 1/1
Composite(Area/C)_((0.260 x 0.30)+(0,250 x 0.90)J f 0.510
Q(cfs) t3 avf�o 2 Q(cfs}
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01.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0. '00
"—"'s Hyd No.2 Time(hrs)
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADD Civil 3DO 2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201,
Hyd. No. 2
DEV. TO BASIN
Hydrograph type = Rational Peak discharge = 2.196 cfs
Storm frequency = 50 yrs Time to peak = 0.08 hrs
Time interval = 1 min Hyd. volume = 659 cuff
Drainage area = 0.510 ac Runoff coeff. = 0.59*
Intensity = 7.298 in/hr Tc by User = 5.00 min
IDF Curve = hartford.IDF Asc/Rec limb fact = 1/1
'Composite(Area/C)_((0.260 x 0.30)+(0.250 x 0.90))10,510
Q(cfsT) i��VNo -�O 3.00
Year Q(cfs)
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Hyd No. 2 Time(hrs)
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD(R)Civil 3D@ 2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201.
Hyd. No. 2
DEV. TO BASIN
Hydrograph type = Rational Peak discharge = 2.345 cfs
Storm frequency = 100 yrs Time to peak = 0.08 hrs
Time interval = 1 min Hyd, volume = 704 cuft
Drainage area = 0.510 ac Runoff coeff. = 0.59*
Intensity = 7.794 in/hr Tc by User = 5.00 min
IDF Curve = hartford.IDF Asc/Rec limb fact = 1/1
*Composite(Area/C)_[(0.260 x 0.30)+(0,250 x 0.90)]10.510
Q(cfs) [ No-WOZTYear Q(cfs)
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�'""" Hyd No. 2 Time(hrs)
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD@ Civil 3D92011 by Autodesk,Inc.v8 Tuesday,Mar 18,201•
Hyd. No. 10
EX. CONDITIONS
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 2 yrs Time to peak = Na
Time interval = 1 min Hyd. volume = 0 cuft
Inflow hyd. No. = 1 - EXISTING Max. Elevation = 98.68 ft
Reservoir name = EX. LOW AREA Max. Storage = 190 cult
Storage indication method used.
1. - 1.00
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Hyd No. 10 Hyd No. 1 Total storage used= 190 tuft Time(hrs)
Hydrograph Report
Hydraflow Hydrographs Extension for AutoGADO Civil 3QU 2011 by Autodesk,Inc.v8 Tuesday:Mar 18,201.
Hyd. No. 10
EX. CONDITIONS
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 10 yrs Time to peak = n/a
Time interval = 1 min Hyd. volume = 0 cult
Inflow hyd. No. = 1 - EXISTING Max. Elevation = 98.73 ft
Reservoir name = EX. LOW AREA Max. Storage = 248 cult
Storage Indication method used. —
Q(cfs) OND' 0. 10°IT�Year Q (cfs)
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' Hyd No. 10 Hyd No_ 1 Total storage used=248 cult Time(hrs)
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD&Civil 313t 2011 by Autodesk, Inc.v8 Tuesday,Mar 18,201•
Hyd. No. 10
EX. CONDITIONS
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 25 yrs Time to peak = nla
Time interval = 1 min Hyd. volume = 0 Cuft
Inflow hyd. No. = 1 - EXISTING Max. Elevation = 98.76 ft
Reservoir name = EX. LOW AREA Max. Storage = 277 tuft
Storage Indication method used.
Q(cfs) R"d' r�- 10=IT�5ar
Q(cfs)
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0. .0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.Y 00
Hyd No. 10 Hyd No. 1 Total storage used=277 cuff Time(hrs)
Hydraflow Hydrographs Extension forAutoCADD Civil 3130 2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201�
Hyd. No. 10
EX. CONDITIONS
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 50 yrs Time to peak = n/a
Time interval = 1 min Hyd. volume = 0 cult
Inflow hyd. No. = 1 - EXISTING Max. Elevation = 98.78 ft
Reservoir name = EX. LOW AREA Max. Storage = 302 cult
storage indication method used.
Q(cfs) R d' R��- b ear Q(cfs)
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Hyd No. 10 Hyd No. 1 Total storage used= 302 cult Time(hrs)
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADS Civil WO 2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201,
Hyd. No. 10
EX. CONDITIONS
Hydrograph type = Reservoir Peak discharge = 0.000 Cfs
Storm frequency = 100 yrs Time to peak = n/a
Time interval = 1 min Hyd. volume = 0 Cuft
Inflow hyd. No. = 1 - EXISTING Max. Elevation = 98.80 ft
Reservoir name = EX. LOW AREA Max. Storage = 323 cult
Storage Indication method used.
Q(cfs) � °t�� �ear Q(cfs)
2. 2.00
1 �
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Hyd No. 10 Hyd No_ 1 Total storage used=323 cuff Time(hrs)
Hydrograph Repold
Hydraflow Hydrographs Extension for AutoCAD@ Civil 3EW 2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201,
Hyd. No. 11
DEV. CONDITIONS
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 10 yrs Time to peak = nla
Time interval = 1 min Hyd. volume = 0 cult
Inflow hyd_ No. = 2 - DEV. TO BASIN Max. Elevation = 97.54 ft
Reservoir name = prop. basin rev2 Max. Storage = 541 cuff
Storage Indication method used.
Q (cfs) 9EYNo 1-��DYe`a s Q (cis)
2_ j —.—_— �---r —_— 2.00
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0- 0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0l"U
Hyd No. 11 Hyd No. 2 Total storage used=541 cult Time(hrs)
Hydrograph Report
Hydraflow Hydrographs Extension for AUtoCADV Civil 3D0 2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201.
Hyd. No. 11
DEV. CONDITIONS
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 25 yrs Time to peak = nla
Time interval = 1 min Hyd. volume = 0 cult
Inflow hyd. No. = 2 - DEV. TO BASIN Max. Elevation = 97.60 ft
Reservoir name = prop. basin rev2 Max. Storage = 605 cuft
Storage indication method used.
Q(cfs) T�EdvIVo����� eNS (� (cfs)
3. - - 3.00
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0. .0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0Y.00
" "' Hyd No. 11 Hyd No.2 Total storage used=605 cuff Time(hrs)
Hydrograph Report
Hydraflow Hydrographs Extension forAutoCADC Civil 3DV 2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201,
Hyd. No. 11
DEV. CONDITIONS
Hydrograph type = Reservoir Peak discharge = 0.070 cfs
Storm frequency = 50 yrs Time to peak = 0.17 hrs
Time interval = 1 min Hyd. volume = 51 cult
Inflow hyd. No. = 2 - DEV. TO BASIN Max. Elevation = 97.64 ft
Reservoir name = prop. basin rev2 Max. Storage = 653 cult
Storage Indication method used.
Q(cfs) 9EdVNo gr°IO9eNar s Q(cfs)
3 3.00
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` 1
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0,087 0.2 0.3 0.5 0.7 ao
Hyd No. 11 Hyd No.2 Total storage used=653 cuff Time(hrs)
Hydrograph Report
Hydrafiow Hydrographs Extension for AutoCAD®Civil 3DC 2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201,
Hyd. No. 11
DEV. CONDITIONS
Hydrograph type = Reservoir Peak discharge = 0.154 cfs
Storm frequency = 100 yrs Time to peak = 0.17 hrs
Time interval = 1 min Hyd. volume = 96 cult
Inflow hyd. No. = 2 - DEV. TO BASIN Max. Elevation = 97.66 ft
Reservoir name = prop. basin rev2 Max. Storage = 687 cuft
Storage Indication method used- —
Q(cfs) "S Q(cfs)
3.0 3.00
4
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1. ------ 1.00
° .0 0.2 O.3 0.5 0.7 0.8 1.�.00
Hyd No. 11 Hyd No.2 Total storage used =687 cuft Time(hrs)
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADQ Civil 3DQD 2011 by Autodesk,Inc.v8 Tuesday,Mar 18,201.
Hyd. No. 11
DEV. CONDITIONS
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 2 yrs Time to peak = n/a
Time interval = 1 min Hyd. volume = 0 cuft
Inflow hyd. No. = 2 - DEV. TO BASIN Max. Elevation = 97.43 ft
Reservoir name = prop. basin rev2 Max. Storage = 414 cult
Storage Indication method used.
DEV Q(cfs) cL NoO1ND TYe NS Q(Cf5)
2.0 2.00
i
1
1.0 1.00
i
O-Uff 0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.�00
Hyd No. 11 Hyd No.2 Total storage used =414 tuft Time(hrs)
Appl. #14-10P, Anixter Plan Modification
3/25/14
Planning Department Report
1. Request for site plan modification to change the front fagade of the existing building
and add approximately 20 parking spaces on the southern side of existing building and
restripe to add additional spaces along the front of the building to accommodate a new
tenant, for property located at i5 John Fitch Boulevard (the existing Nassau
Building), I zone. 136
2. Building changes proposed include adding some entrance doors as well as windows and
banding along the southern portion of the building.
3. The existing driveways will continue to service the property. Maximum impervious
coverage allowed is 65%, 64.9% proposed. The applicant is proposing to remove
pavement in the rear of the existing parking area and is added some drainage structure
and a rain garden to help treat surface drainage as it is leaving the site.
4. The parking requirement for the office, manufacturing and warehouse use on this
property is 136 spaces. The applicant has provided for 116 spaces and has requested a
modification to the number of required parking spaces in accordance with Section
6.4.9. This allows the PZC to reduce the number required when demonstrated that:
• The increase in stormwater run-off rate shall be held to a minimum by reducing the
parking spaces, and/or
• The applicant demonstrates through actual experience that a lesser number of
parking spaces will suffice, and further that due to the nature of the building or
business, future owners/occupants of the building are also unlikely to need to
number of parking spaces required by the zoning regulations.
5. New landscaping is proposed along the Strong Road frontage as well as along the front
and southern side of the building. There are foundation plantings proposed along the
building. We have asked the applicant to break up the front parking area with a
landscape island to meet the interior landscape requirement for new parking areas since
this parking is being approved for the first time on this site. They would prefer not to.
6. New lighting will be added to the building in the area of the new front parking as well
-- as-alo-ng the-southerly area—Upoma recent site visit, it way-difficult-to-determine f-the
old lights in the front parking area were functional. We have asked the applicant to
verify the lighting levels along the front parking area and to add additional lighting if
found to be inadequate. Additionally, lighting plan must be submitted to demonstrate
compliance with zoning lighting levels at the property line.
7. There is no new signage proposed for the site.
i
8. There are no regulated wetlands affected with this application and erosion measures are
being shown on this site plan proposal.
9. Water and sewer currently serve the property. Water Pollution Control Authority
approval is not required.
10.The Fire Marshal has reviewed this proposal and is satisfied with the plan as presented.
11.If this application is approved, there are no planning modifications requested.
2
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C w7_0� SommV&U&ot
GO-Pa
w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
J�dsox co�'� TELEPHONE (860) 644-2511
CERTIFIED MAIL 7011 1570 0000 6337 4519
March 31, 2014
Jeffrey Merrill
Anixter, Inc.
C/o Karen Isherwood
Isherwood Civil Engineering
58 Ordway Drive
South Windsor, CT 06074
Dear Mr. Merrill:
Re: Appl.14-1OP,Anixter Site Plan Modification
We are pleased to advise you that the Planning & Zoning Commission voted on March 25, 2014 to approve
with modifications the above referenced application for a Site Plan Modification.
This approval is for a site plan modification for site plan modification for a parking lot expansion and
reconfiguration as well as facade changes to a portion of the building to accommodate the new tenant on
property located at 1315 John Fitch Boulevard, I zone, as shown on plans prepared by Isherwood Civil
Engineering dated February 24, 2014, 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$3000 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. If a State Traffic Commission certificate is required,no building permits will be issued until the certificate
has been issued (per CGS §14-311).
9. The building street number must be included on the final plan.
10. Pavement markings must be maintained in good condition throughout the site drives and parking areas.
11. All free standing signs and/or building signs require the issuance of a sign permit before they are erected.
12. In accordance with Section 6.4.9, the Commission has granted a modification to the required number of
parking spaces based on the uses presented, allowing 116 spaces.
13. Lighting levels along the front parking area must be verified and additional lighting added if found to be
inadequate. A lighting plan must be submitted to demonstrate compliance with zoning lighting levels at the
property line.
14. Protective measures must be taken to preserve trees along southern boundary.
15. Additional landscaping must be planted along the Route 5 frontage and is subject to staff approval.
Black and white transparent mylars of Sheets # Cl and C2 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 as well as the Inland Wetlands Agency/Conservation Commission and the Water Pollution
Control Authority 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,
7�
Bart Pacekonis, Chairman
Planning and Zoning Commission
BP/llz
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
- �OVIN Sfq
C
o -
T-� o-P S-0ff `d
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
r�OSOR•CO TELEPHONE(860) 644-2511
April 9,2014
Karen Isherwood, P.E.
Isherwood Civil Engineering
58 Ordway Drive
South Windsor, CT 06074
RE: WPCA Approval
Anixter, 1514 John Fitch Blvd.
Dear Ms. Isherwood:
The South Windsor Water Pollution Control Authority, at its regular meeting on April 1, 2014,
approved the application as presented for connection to the Town's sewerage system for existing
commercial buildings located at 1315 John Fitch Boulevard, South Windsor, CT as more specifically
shown on plans entitled "Anixter, Inc., Site Plan Modification, 1315 John Fitch Boulevard (CT RTE
5), South Windsor, CT" Prepared by Isherwood Civil Engineering, South Windsor, CT; Project No.
1059, Sheet C-1 "Site Plan" - Dated 2/24/2014; Revision Dates: 3/10/14 and 3/18/14; also, Sheet C-2
"Topographic&Utilities Plan" -Dated 2/24/2014; Revision Dates: 3/10/14, 3/14/14, and 3/18/14.
This approval is subject to the following conditions:
1) A draft of an easement allowing the Town access to the proposed sanitary manhole on Strong
Road for monitoring purposes, must be provided to be reviewed and approved by the Town
Attorney.
2) Final technical approval of the Town of South Windsor Engineering Department; and
3) Final Authority approval and acceptance of the sanitary sewerage connection will be
conditional upon the installed sewer line having been inspected by the Town staff, and upon the
written verification of the Town staff that said sanitary sewer line was installed in substantial
conformance with the design plans approved by the Authority, and meeting all regulations and
appropriate technical specifications relating to sanitary sewer construction.
This approval letter must be superimposed on the final approval plans.
Very truly yours,
RjLhard Aries, Chairman
Water Pollution Control Authority
RA:ead
cc: Michael J. Gantick, Director of Public Works
Jeff Doolittle, Town Engineer
,,iMichele Lipe,Director of Planning
Chris Dougan, Chief Building Inspector
SAWN SfN
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
SOR-CO TELEPHONE(860) 644-2511
May 8, 2014
Jeffrey Merrill
Anixter, Inc.
C/o Karen Isherwood
Isherwood Civil Engineering
58 Ordway Drive
South Windsor, CT 06074
Dear Mr. Merrill:
Re: Preconstruction Meeting for Appl. 14-1 OP, Anixter, 1305 / 1315 John Fitch Boulevard
IN ATTENDANCE
Name Company E-MAIL Phone number
Michele R. Lipe SW Planner michele.li e(cr�southwindsor.or 644-2511 x252
Jeffrey Folger SW Planning 'effre .fol er southwindsor.or 644-2511 x229
Jeffrey Doolittle SSW Engineering 'effre .doolittle a southwindsor.or 644-2511 x245
Bernie Drabek SW Engineering bemard.drabek@,southwiadsor.org 644-2511 x241
Walter Summers SW Fire Marshal walter.summers southwindsor.or 644-2511 x217
Jim Guthrie Miano Construction uthrie a mianoconstruction.com 781-500-9706
Jeff Merrill Anixter 'eff merrill anixter.com 847-867-9967
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 moving operations 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 Strong 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 at 1305 / 1315 Strong Road with inspections and testing per Developers
Checklist for the following:
a. After site is staked out
b. All drainage work and sanitary sewer work
3. A drain layers permit is required for the sanitary sewer lateral and man hole. There is a $60
permit fee.
4. Certification of all products used -- storm pipe, structures, pavement, oil/grit separator and sewer
grinder pump system shall be presented to the Town Engineer prior to installation.
5. An as built plan will be required for the improvements to the site. A separate as built plan will be
required.
6. As built plans are to include horizontal and vertical location of all underdrains, footing drains,
and sanitary sewers and building service laterals located as per revised as-built checklist.
7. 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.
8. Any problems and/or questions regarding construction of this project will be directed to Jim
Guthrie in the field at phone 781-500-9706.
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. DOT permit needed for all work within state road. Copy must be given to the Engineering
Department.
14. A street cut permit will be required for any work in the right of way of Strong Road including
driveway paving. There is a$25 fee for this permit.
15. No paving after October 15 or before April 15 without written approval from Director of Public
Works.
16. During construction of individual sanitary sewer house laterals, the contractor shall prepare an as-
built sketch on standard form provided by the Engineering Department. This form should be
submitted to the design engineer/surveyor for their use in preparing the as-built plan. The
Engineering Department suggests that the contractor also show locations of foundation drains and
water laterals on this form.
Planning Department
1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are
changes required, contact the Planning Dept. Additional landscaping installed on one part of a site
will not preclude planting all of the remaining items shown on the landscaping plan.
2. All bonds required; mylar to go on file prior to issuance of building permit.
3. All easements must be finalized and filed.
4. Sign permits are required for all temporary and permanent signs.
SNET/NU
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
Town Planner
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
Jim Guthrie, Miano Construction
CL&P
SBC/SNET
PRECONSTRUCTION MEETING SIGN —IN SHEET
(please print clearly)
NAME COMPANY ADDRESS and / or EMAIL TELEPHONE
C r, 6 S rr2c1 C??o �i�ru r4 ,ors o 7g1
Isherwood Civil Engineering
58 Ordway Dr.
S.Windsor,CT 06074
(860)640-4064
www.iandscivii.com
April 24, 2014
Michele Lipe, Town Planner
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Re: 1315 John Fitch Boulevard;Anixter, Inc. Site Plan Modification
I am submitting(1)complete set of plans revised to include approval letters for both PZC&
WPCA, and incorporate any revisions required by each. Revisions include modification of
landscaping along John Fitch Boulevard, additional information for proposed lighting has been
prepared by Langlais Group, Inc_, and notes to preserve existing trees has been included on all
sheets.
If this set meets your approval, I will be providing another(2) sets to act as final sets for the
town. Mylar copies of sheets C-I & C-2 will also be submitted upon approval of this check set.
Please review the plans and let me know if you require any additional modifications.
Thank you.
Smcer ly,
4
Kar n Isherwood, P.E., Principal
RECEIVED
APR 25 20114
SOUTH WINDSOR PLANNING DEFT.
A, ecuute ALARITM
Project: PARKING, ROADWAY
Fixture Type: & AREA LIGHTING
Location: MAGNETIC BALLAST,HORIZONTAL LAMP
Contact/Phone:
Cat. No.:
PRODUCT DESCRIPTION Accessories.:
Beauty&Style The ultimate in stylish lighting design,the
Alari'"luminaire provides a graceful transition from ground
to sky.The sweeping curves and elegant lines create a
daytime appeal not normally found in a luminaire of this
type
Performance Highly engineered optics ensure industry
leading light levels with superior uniformity.The full
compliment of beam spreads make the Alari'"luminaire the
ideal choice for elegant high performance lighting
PRODUCT SPECIFICATIONS
Optics Precision engineered multi-faceted reflectors
ensures precise light control and superior uniformity
•Heat resistant tempered glass lens
Low EPA Sleek,low-resistance profile
"Dark Sky"Friendly Full cut-off•International Dark Sky
Association Seal of Approval for dark sky friendly,full cut-
off luminaires
Tool-Less Relamping Snap action door latch
High/Low Switching The Alan HID luminaires can be
ordered with a dual capacitor and controller that allows the
fixtures to switch from full light output to approximately DIMENSIONS
50%of the light output,delivering approximately 40%
energy reduction when the fixture operates in the low light EPA L W H Weight
output mode•The fixtures can be switched from High to Al Series 0.8f, 23" 14" 57/8 281b.
Low with an external switch(supplied by others)or with A2 Series 1.2 ftl 32" 18 5/8" 7 9116" 49 lb-
an occupancy sensor that detects movement•AccuLite
offers an infrared motion sensor accessory that can be
mounted on the pole at about 15'from the ground•The L 07/16'
sensor communicates with the fixtures at the top of the
pole and switches them to High or Low light settings based T
on occupancy•One sensor can operate multiple fixtures H
(up to 2 fixtures)•To order the fixture with the High/Low 1 �� s It_ I i-1/z's•
option add the suffix"HL"to the fixture part number. W
The motion sensor is an accessory and has to be ordered 1�
separately using part number HILOOCSENSW•The sensor
is only available in a bronze finish.
Construction Die cast aluminum•Stainless steel external
hardware•Removable hinged door•Ballast mounted
directly to housing
Mounting Two bolt keyhole mounting
Finish Baked polyester powder coat
EISA AccuLite 175W-40OW Pulse Start MH luminaires are
designed and built to Energy Independance&Security Act
standards
Lampholder HID-specification grade porcelain
•Medium or mogul base
Ballast HPF Magnetic-70W thru 40OW•Suitable for low
temperature starting•Probe start MH-30°C,Pulse Start
MH-40-C,HPS-40-C
Certification Certified to UL15981CSA C22.2 250•IP65
•IDA Full Cut-Off•Suitable for wet locations
•
�,•9shMd�[t.e..ie
AccuUte ALARITM
Cat No-: ORDERING INFORMATION
Accessories.. MAGNETIC BALLAST,HORIZONTAL LAMP
PRODUCT CODES
Series Lamp Wattage/Type Ballast Distribution Options
A2- 32OPS -QT -SH 4.
Horizontal Lamp Pulse Start Metal Halidet Magnetic Horizontal Lamp Lamp
All- Al- MEDIUM BASE -OTt Quad Tap Al SERIES -CIL Coated HID lamp
70W-1 SOW PS 70P5,i WPS,1 SOPS ED17 120V,208V,240V, -3H IES Type III -L Clear HID lamp
175W MH By others Compact fluorescent
A2-3flW-150W HPS - MOGUL BASE 27N -SH IES Type V
15OPS ED28 -Fr Forward Throw PhOtOOD�ol
TT Tri Tap -PC Replace suffix"-QT"&"-TT"
A2 200PS T15 120V,277V,347V A2 SERIES with line voltage suffix
150W-40OW �1250PS,32OPS ED28 -2H IES Type ll (Max 347V)
350PS,40OPS ED28 -480t-480V -3H IES Type III
- Quartz Auxiliary IES Type IV
Probe Start Metal Halide -SH IES Type V 'Q Double contact bayonet base
Al- MEDIUM BASE -FT Forward Throw Quartz lamp not included
*{175MH BD17 Emergency Ballast
Dual Function Lamp
A2- MOGUL BASE For use with one or two CF lamps.
(175MH,250MH,400MH ED28 Replace voltage suffix"UN"with line
High Pressure Sodium voltage suffix,120V or 277V only
Al- MEDIUM BASE The CF lamp(s)operate off the
70HP,100HP,150HP Ell CF ballast,the lamp selected for
A2- MOGUL BASE dual function also operates off the
150HP ED23.5 emergency ballast.
250HP,400HP ED18 -EMB Min.0°C (32'F)
ACCESSORIES -EMX Min.-18"C(0"F)
(order sepatry) Internal House Side Shield
-SH For back light cut-off of
Description Catalog# forward throw(suffix"-FT")
Wall Mount Bracket A-WMB-color optics only.
Round Pole Adapter For other distributions use
Fits 3"to 4"pole A-RPA34-color the external shield
Fits 5"to 6"pole A-RPA56-color Terminal Blodc&Ground Lug
-TB 14 AWG to 6 AWG
Post Top Adapter A-PTF-color Fuse Holder
Fits 2"IPS(2-3/8"o.d.)and
2-1/2"IPS(2-7/8"o_d.)tenons. Supplied with fuse
Exteal House Side Shield Replace v suffix"-U27"
Distribution suffix FT with line voltage suffix
(Forward Throw) -F1 Single pole-Line to neutral
Use internal shield See Options -F2 Two pole-Line to line
Distribution suffixes 2H,3H,4H&5H for
Fits Al&AP1 Series At-HSS No Suffix Bronze,standard
Fits A2&AP2 Series A2-HS -BL Black
-SL Silver
Polycarbonate Guard -WH White
Fits Al&AP1 Series AI-LS
Fits A2&AP2 Series A2-LS Designer moors
Pole Mounted IR Motion Sensor Consult Factory
Switches the fixture HILOOCSENSW Hi/Lo HID controller
between High -HL Switches light output between
and Low light settings. High and Low light setting.
Requires fixture with"HL"option Requires accessory motion
sensor HILOOCSENSW
Patented
t Metal Halide Lamps.
FJS&=Pulse Start MH 175W-400W lamps meet Energy Independence Security
®Act tEISA)requirements.
t Lamp Socket Protector.
Required in Canada w+'nen using 208V,240V&480V-add suffix"-LSP."
ITEMS MARKED WITH A MAPLE LEAF ARE ONLY AVAILABLE IN
• 1� CANADA
175W-40OW Probe Start MH lamps do not meet the EISA standard.
1300 S.Wolf Road-Des Plaines,IL 60018•Phone(847)827-9880-Fax(847)827-2925
�xn:t�+rrUc Q 220 Chrysler Drive•Brampton,Ontario•Canada L6S 6136•Phone(905)792-7335•Fax(905)792-0064
Visit us at www.junolightinggroup.com Specifications are subject to change with out notice 02012 Juno Lighting,LLC
HORIZONTAL LAMP
Optical Assembly 2H 3H SH FT*
Lamp 175MH 175MH 175MH 175MH
s Lamp Lumens 1Z,800 12,800 12,800 12,800
� �' Froward Light
-f - _ Luminaire Lumens 5,293 57447 4592.6 5520.9
H,rvse sde FL FN so %Lamp Lumens 41.4% 44.9% 35.9% 43.1%
` Low FL (0°-30-) 5.3% 5.3% 4.8% 6.1%
CRY, " - g,_ °� Mid FM 130°-60') 21.4% 21 7% 19.0% 21.1%
r- J Forward Light High FH (60°-80°) 14 5% 17.7% 12.0% 15-M
_r Very High FVH (80'-90') 0.2% 02% 02% 0.0%
ga avH Back Light
Luminaire Lumens 3,360 2,769 4,345 725
aH %Lamp Lumens 26.3% 21.6% 33.9% 5.7%
At-nSMH-os�N A t� A7-17sNH-07aH t� t� 6 ete Low BL (D'-3(°) 4.9% 5.2% S.D°,6 3.2%
Mid SM (30°-6(r) 15.8% 137% 19.9% 23%
HarizwA 1
M--,g Hd*. 3lr n1-ir HdgM s High BH (0'-80') .% 2.8% 8.9% 0.0%
Flack Light a°-nadir Very High BVH (8 0
0°-90°) 0.11% 0.0% 0.2% 0.0%
Up Light
Luminaire Lumens D 0 0 0
%Lamp Lumerts 0.0% 0.0% 0.01% 0.0%
uH Low UL (90'-100' 0.0% 0.0% 0.0% 0.0%
ton High UH (100'-180°) 0.0% 0.0% 0.0% 0.0%
s�` 6- 90" Trapped Light
I
Is-Ide
Luminaire Lumens 4,147 4,282 3,863 6,SSd
Up Light m{air) %Lamp Lumens 32.4% 33.5% 30.2% 512%
t Lampal Assembly
40OPS 400P5 4(0P5 400PS 400PS
Lamp Lumens 40,000 40,000 40,009 40,000 40,000
At-175MF40'FFT x
Forward g
L-P' Luminaire Lumens 17,789 18,291 18,780 13,697 16,391
Hw.e stile sMeM�Har„yea. %Lamp Lumens 44.5% 45.7% 47.0% 342% 41.0%
Low FL (0'-30') 5.8% 5.7% 5.4% 4.4% 5.9%
Mid FM (30'-60') 23.6% 23.5% 242% 182% 20.0%
High FH (60°-80� 14.7% tb.3% 172% 11.4% 95.0%
_ Very High FVH (80°-90') 0.4% 02% 0.1% 0.3% 0.1%
Backlight
`�---. H Luminaire Lumens 9,790 8,696 9,842 13,164 2,311
sa.- H %Lamp Lumens 24.5% 21.7% 24.6% 329% S_8%
s� ��` Low BL (0'-30-) 5.6% 5.3% 5.4% 4.6% 3.1%
stree
Mid BM 3D'-60°) 14.4% 93.0% 14.3% 17.3% 24%
-- High BH (60'-80') 4.4% 32% 4.8% 10.8% Q2%
Very High BVH (80'-9(r) 0.1% 0.1% 0.1% 0.3% 0.0%
Up Light
Luminaire Lumens 0 0 0 0 0
%Lamp Lumens 0 0% 0.0% 0.0% 0.0% 0.0%
A2-40Dtrr-oT-44 A 400•+o-3K Low UL (90'-1',0') 0.0% 0.0% 0.0% 0.0% 0.0%
M-.a HH�n High UH (100'-180-) 0.0% 0.0% 0.0% 0.0% 0-0%
Trapped Light
Luminaire Lume- 12,421 13,013 11,378 13,140 21,298
%Lamp Lumens 31.1% 32.5% 28.4% 32.8% 532%
House
Huse --
stde str«¢
sd°
AP2dOd IH-QT1H w fm' A2f110MH4riT vc ,m
Huhurtzl Lapp. Hakas A L."
3u'Mew4'v HNoo House Stde SMdd NOT used.
3U'Mw „g HdgM
1300 S.Wolf Road•Des Plaines,IL 60018•Phone(847)827-9880•Fax(847)827-2925
220 Chrysler Drive•Brampton,Ontario•Canada L6S 6B6•Phone(905)792-7335•Fax(905)792-0064 j1NO TMecRvp
M golf„lisi�st.<..t<
Visit us at www.junolightinggroup.com Specifications are subject to change with out notice 02012 Juno Lighting,LLC
7 1 6 1 5 4r 4 1
REMOVABLE CAP 1.. F . F IN.YIELD
5R.B
55
Z BASEf4-AOE
4. Al
5/16-LB UNC HEX BOLTS UNIVERSAL FIXTURE MOUNT FINISHSPECIt7CAT[ONS
POLESSMALLH V6TCit T ENISH 1N ANDARD C L
POLE DIMENSIONS
GAGE
5' 4 4.00 11 GA IS'
BASg PLATE DIMENSIONS
BLOB-A7(1 li
1.80
5/16-18 UNC RIVET NUTS A14C710R BOLT DIMENSIDNS
POLE SHAFT AULuwmLkWll U.w
NOTE 4.00 SQ&5A0 SQ.POLES IN STANDARD LENGTHS MIND' 80 MPH 90 MPH 100 MPH 120 MPH
WITH STANDARD-DARK BRONZE FINISH ARE SUPPLIED WITH I ISL II23 9.8 7A
THE PATENTED UNIVERSAL DRILL OR TENON MOUNT SYSTEM. 'WITH 13 GUST FACTOR
*UNIVERSAL DRILL MOUNT*
c S/ifi-18 UNC HEX BOLTS c
UNIVERSAL TENON
5116-18 UNC R[VEf NUTS �035 POLE
POLE SHAFT HEIT$TT
3.00 X S.DO HAND HOLE COVER
*UNIVERSAL TENON MOUNT* Oo SQ
REMOVABLE CAP
LIED PFR FIXHIRE REQUIREMENTS:
B DI-DRILLED FOR 1 FEATURE 17.AN1 3.30 X 5.uu REMOVABLE B
D2-DRILLED FOR 2 FIXTURES AT 90°OR 180" HAND HOLE _
D3-DRILLED FOR 3 FIXTTIR� WT COVER `
D4-DRILLED FOR 4 FIXTURES
O&U0-09.UU
POLE SHAFT BOLT CIRCLE
DRILLED MOUNT OPTIONS
TENON MOUNT OPTIONS: 14.U0
T2-0238 X 4.00 LG
T3-03.83 X 5.00 LG 3.00
T4-04.00 X 6.80 LG 0.75 X 20.00 ANCHOR BOLT POLE DETAIL B.00 X 8.00 X.75 THK.BASE PLATE
A _ m.....-wx.mu �nii n
x 9r O1� ST. [ S,YN T?4D .
veiane atc: IINI T FA ,lG TlVC mmrnr. reu�� - e�w.m®
POLE SHAFT .25 THK TENON MOUNT
TENON MOUNT OPTIONS
"a RPSQ-IS-4-11 r¢D .1 01
A, ccuL1te POLARIS TM
to_Ct DR - HALF ROUND
Fixture_TyP_e: FULL CUT-OFF SECURITY LIGHTING
Location: FORWARD THROW OPTICS
Contact/Phone: Cat. No.: DR -FT
Series Lamp Vdts Beam Options
PRODUCT DESCRIPTION
The Polaris'"decorative wall mounted security and accent _
luminaire is offered with forward throw optics- IA �n4t�
IDA Seal of Approval The full cut-off optics of Polaris'"
downlighting luminaires meet the International Dark Sky
Association specifications for full cut-off luminaires _..
PRODUCT SPECIFICATIONS
Optics IES Full cut-off forward throw reflectors
"Dark Sky" Half Sphere Styling Polaris luminaires with
forward throw optics meets IES and International Dark Sky
Association full cut-off standards
"Easy4ristall" Mounting Mounts to a standard 3 112" or
4"junction box* Using the built-in level,align the bracket Auxiliary Lighting* Double contact bayonet base
and secure it•Hang the luminaire and secure with heavy quartz lamp•Cold start/Hat restrike• Hot restrike only
duty set screws
Lampholder HID:Specification grade porcelain,
Construction Heavy duty die cast aluminum housing medium base•Compact Fluorescent_4-pin electronic
• Concealed cover screws secure the door assembly
•Lens is secured mechanically and sealed with a silicone Finish Polyester powder coat-finish*Bronze,black or
rubber gasket,no silicone sealants are used*Stainless white
steel external hardware*Tempered glass lens Ballasts Low temperature starting magnetic*Probe
Emergency Lighting* Emergency CF ballasts for 0°C to Start MH-30aC, Pulse Start MH 40'C, HPS-40'C
55'C or-18°C to 55aC* 12V emergency circuit(CF&HID) •Electronic CF-18aC
for one or two MR11 lamps* 120V emergency circuit(CF& Certification Certified to UL15981CSA C22.2 250
HID)for double contact bayonet base quartz lamps •Suitable for wet locations* IDA Full Cut-Off
PHOTOMETRICS DIMENSIONS
Optical Assembly Forward Throw DR7 SOPS-OT-FTL DR Series
Lamp 150PS — W1 W2 R H
L 'tamp Lumens 1 Z,500 width`,Idth
I J Forward Light ti j ao om 0 Top Radius Height
_ :`�. 18 118" 17 3f4' 91/4' 7 1/8'
luminaire Lumens 6,433
I I— -
%Lamp Lumens 51_s% f-_�s= ; lF---WZ--tl
-„x-s Low FL (0'-3Cr) 10-7%
Mid FM f,30'-601
i
High FH (60"-30=; r 5% <,I�:: H
Very High FVH (80"-900 0-1%
Back Light 1
t� W1 D1
Luminaire Lumens 3,1b3
%Lamp Lumeru 25.3%
� -
Low BL (0'-30') 8.7% Forward Throw
rladi°-
Mid BM (30`-S0`) 15.0% IES Classification:Type_11
High BH (60`-S0-) 1.5% 150XIV clear pulse start metal halide
Very High BYH (89'-90') 0.1% LU07D"lC
uN 1 Cut-Off classification_Full cut-f
Up Light Clear lamp,Lumen rating-125W
Luminaire Lumens 0 CoAmward Efficiency 76-8%,
%Lamp Lumens 0.0% Maximum Candela Anale_65H 115V
I^ " Low UL (90'-100-) 0.0%
High UH (100'-1809 W.
Trapped Light
LvminaireLumens ?905
%is Lumens 23.2%
* 1.See"EMERGENCY LIGHTING-EMERGENCY BALLAST"specification sheet H6.1.1 for full description-
2.See"EMERGENCY LIGHTING-EMERGENCY CIRCUIT"specification sheet H6-1.2 for full description-
3-See"AUXILIARY LIGHTING"specification sheet H6-1.4 for full description-
by Sslnrdder El.-
mat. No.: DR -FT
_
Series Lamp Voles Beam Options
PRODUCT CODES
Series lamp (Watts/Type) Volts Reflector Options
�.� •�" - � ���.� -���-' �. �-,�,� � �- ,.-z-�- - -�> -=,max" �.,+ - �� �`artr�. "'t�.�-' --
DR Pulse Start Metal Halidef Magnetic Ballast Forward Lamp
LD17 -Medium base 35W&50VI HIPS lamps Throw -L Clear H.i_D.
SOPS,70PS,100P5,1S0PS -120 120V -FT -CL Coated H.I.D_
Probe Start Metal Halidet -277 277V By others Compact Fluorescent
BD17-Medium base -347 347V
{175MH SOW thru 15OPS,175W MH, Photxorrtrol
thru 150W HPS -PC On Multi-Tap ballasts replace"-QT"&
70W
High Pressure Sodium - thru
Quad Tap "-TT"with the line voltage suffix
B17 -Medium base 120V,208V,240V,277V Fuse
35HP,SOHP,70HP -F1 Single pole line to neutral
100HP,150HP --fT Tri Tap (must specify voltage)
Compact Fluorescent 120V,27N 34'V -F2 Two pole line to line
One Lamp-GX240 Base 100W thru 17=W lamps {must specify voltage)
26CF,32CF,42CF -4801 -480V Frosted Lens
Electronic Ballast -FG Frosted glass bottom lens
26W thru 42kA/CF Tamper Resistant Hardware
-LIN -120V/277V, -TP Tamper resistant screws
-E12 120V Emergency Ballast, Dual Function Lamp*
-E27 277V Specify line voltage,120V or 277V
-E34 347V For use with one ar two CF lamps.
The CF lamp(s)operate off the CF ballast,the
lamp selected for dual function also operates off
the emergency ballast-
-EMB Minimum O'C
-EMK Minimum-1E'C
Emergency Circuit,120V Quartz Lamp*
For use with HID&CF luminaires
Quartz lamp not induded
Double contact,bayonet base Quartz lamp
should not exceed wattage of HID lamp.
For 35W-1 OOW use 100W quartz lamp-
-ES Socket only,for external 120V
emergency power supply
Emergency Circuit,12V MR11 Halogen Lamp*
For use with HID&CF luminaires
Requires remote battery pack
MR11 lamp(s)included,
Field aimable 2 pin G4 base MR11 lamp,
35V1 lamp(s)supplied,12VDC supply
-DC12 With one MR11 larno
-2DC12 With tiro MR11 lamps
By others Remote Battery Pack
Auxiliary Quartz Lighting*
Double contact,bayonet base
Quartz lamp should not exceed wattage of HID
lamp_For 35W thru 10M use 100W quartz lamp.
Quartz lamp not included.
For use with HID luminaires
-Q Cold Start/Hot Restrike
-HQ Hot Restrike only
Color
Novuff x Bronze(Standard)
-BL Black
1.See"EMERGENCY LIGHTING-EMERGENCY BALLAST'specification sheet H6.1.1 for full description. -WH White
2.See"EMERGENCY LIGHTING-EMERGENCY CIRCUIT'soe�_ification sheet H6.1.2 o-full descriptor,
3.See"AUXILIARY LIGHTING"specification sheet H6.1.4 for full desoiptior..
t Metal Halide Lamps_
EISA-Pulse Start MH:15i1VYwet location lummaires are EISA exempt.
ITEMS MARKED WITH A MAPLE LEAF ARE ONLY AVAILABLE IN CANADA
175W Probe Start MH lamps do not meat the EISA standard.
1300 S.Wolf Road•Des Plaines,IL 60018•Phone(847)827-9880-Fax 1847)827-2925
�e 220 Chrysler Drive•Brampton,Ontario•Canada L6S 666-Phone(905)792-7335•Fax(905)792-0064
-14voLic�tr�s 6a��
Visit us at;vww junolightinggroup.com Specifications are subject to change with out notice 02012 Juno Lighting,LLC
Glenn Potterton Date:4/24/2014
15 Morgan Farms Drive
South Windsor CT. 06072 ANIXTER PARKING
glenn@langlaisgroup.com
Please visit our Web site
langlaisgroup.com
Like us on Facebook
Luminaire Schedule
Symbol Qty I Label Arrangement Total Lamp Lumens LLF IDescription
Q 5 JWP-2 SINGLE 12600 0.800 DR150PS-QT-FT-CL-BRON E
0 1 SL-2 SINGLE 12600 0.800 AI-150PS-QT-FT-SH BRO ZE
Calculation Summary
Label IcalcType Units jAvg I Max I Min Avg/Mi Max/Mi
CALC GRID_Planar jilluminance jFc 1 0.20 1 11.6 10.0 IN.A. IN.A.
r
S
a - „ �O].
e� y
o f cam;
z
ems'
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL:
CHANGE ORDER CONTACT PERSON Im 7 J P I C— Phone No&t - 7O
Address i3i5mmpi4ch e
Site Name N Tej�. 511-C P&Z No.1/4—j0P
Owner J-FA66XjAS UL fclo Phone No($ a91 -2j2S&jai)
Contractor[b t &-h G C
Signature o Date• S 21 11 -
Signature'--o-f-,-D€-s-.Lgn_.]E-n MADate: C" 2j
CHANGE: (Describe location and nature of change. Include
Four (4) copies of plan/profile of Change. )
'ry L'- "bu s
Reason for Change: (Why is change required)
APPROVALS: (As Require )
Dir. Of Planning Date: 5
Town Engineer � l'
g :-A -� ) Lc""-'� Date: r-2
Dir.`of Public W r ks Date:
Other: Date:
Y� STAFF COMMENTS:
A h
White - Town Engineer Yellow - Applicant
Pink - Director of Planning
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL: ;
CHANGE ORDER CONTACT PERSON AV li j ("iTL 1 .& Phone No ld;;��
�
Address 13 S JvAn t4C T-1x E'var
Site Name A% u-- af N01x - ITE G P&Z No. �- �,
Owner 1: I I F A$ c, ti T S ��G o 6AVfu haq Phone No. '*�l
Contractor r;(�J - 7 C T"l v� (� �4--
Signature of Owner A Date: 67
Signature o Desi1-1
gn E Date:
CHANGE: (Describe location and n ture of change.' Include
Four (4) copies of plan/profile of Change. )
Reason for Change: (Why is change required)
)LACE-7-yn GA)R .mot h 0 F LEfC F T
(A 11 TE To 1MFk6yeA
APPROVALS: (As Required)
9 �
Jy
Dir. Of Planning %1G11-' C :. ., ` Date: ` " fib-
Town Engineer ! wtt Date:
Dir. of Public W rks Date:
Other: Date:
STAFF COMMENTS:
S
White - Town Engineer Yellow - Applicant 4
Pink Director of Planning j
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL:CHANGE ORDER CONTACT PERSON\J 101 T h r i e-• Phone No o U
f -'e�&`97U6v
Address 15 John M V 13U5 jr ivd
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Site Name n.l v P&Z no. ' '-lo P
Owner ) 055XII AS,WC, U A V i d &K5�hone No. 1117)
Contractor G c UAM
Signature of A Date:
Signature f Design Dater 23
CHANGE: (Describe location and n turn of change. Include
Four (4 co ies of plan/profile of Change. ) t,�A
Acid Dole
((-6f
Reason for Change: (Why is change required)
APPROVALS: (As Required)
Dir. Of Planning __ Date:
Town Engineer r (.. Date:
Dir. of Public Wor s Date:
Other: Date:
STAFF COMMENTS:
a
White - Town Engineer Yellow - Applicant
Pink - Director of Planning
• OSQ Series
LED Area/Flood Luminaire Large
PtOduct Desd'ip m DA Mount
The bSOR Area/Flood luminaire blends extreme optical caterol,advanced thermal management --
a
and modern,clean aesthetics.Built to last the housing is tugged cast aluminum with an integral,
weathertight LED driver compartment Versatile mounting cenefiguratiorts offer simple installation.
Its slim,low-profile design minimizes wind load requirements and blends seamlessly into the
site pttavi ng even.quality idtariination.•S'Input powet designate is a suitable upgrade fa HID
applications up to 750 Watts. n.r
Applications:Parking lots,walkways,campuses,auto dealerships,office compleires,and internal (691Tntn)
roadways.
!1"
Pei Willett ry ( )
19t1'
Utilizes Beta1 ED-Technology (A82mea)
NanoOptie Precision Delivery Grid-optic
Made in the U.S.A.of U.S.and imported parrs ( )
CRI:Minimum TO CRI(400DK 6 STOOK):80 CRI(3DOOK) 11INA Photooeg
RterOdada
Wr 3000K(4/-3ODK).4000K(4/-300K).STOOK(a/-SOOK) (R COW 011114
Limited Warranty':10 years on lemtinaire/10 years on Colorfast DeltaGuard'finish 'Ir
nr�+Rn)
Accessories
rr.ld.tntrne _
AA Mount
owamit-From fsemq oplin ow-K lA-Rword apOrs
29!'
M7mn)
18.6'
(�)
19.G
I2—)
Ordering hfmnafm (T9Rter)
fully assembled tuminaire is composed or two components that must be ordered separately. OVA PMhotoc®R
Esample:Motet OSO-AA SV•Lummaes:OSO A NM 2ME S 4OK-UL SV ReaplKle
Mount(l urniraire mod be erdsrrd onpw*W
iVA
OSO-AA Adiustabie4m Cola Opims: SVSdtee It Roma MN wtw
OSO.OA Direct Ann arBlack Pit PlifsamBronze
tamlblifi!(t8mst Float be Ordued fiat )
OSO A lab .._�- .-7Y�: collor
Input
Product Vsrs a MOYnMq Optic Poway OCT _ Vottaaa Option
oso A to 29111• ISO s 309 Is, sv as 0•10va..lao 09 FAN AdinvAiroupd
No mom type a ukkon is-Rave 223W 3000tf OS uniwrsat sill" ewaol by adtas -hft to Field Adpitable
im. Wo AN 120.2rry ea RON to oner %spec awe Outp it MWc dune to ditch
Type■ 2F Road am 6nada Blur far detses a NOaA'Rataots aac4ptub
Medi m 411111111 STR 92 •Can steed.mtow of -Marled for donrirM
41rr• 40'row ST" aAaa spic"4rpotpow" AppGtstionsst0'tin
Two IV 6W M deli r— Photocell byaduse
Midi n 60'Hind Platnam F Fw at awe Left
9t Omtue -1Mterreodedrttatestutnq -LEDandoybtmetouted
type V Median WH use tie:dday hoe to the M
rite Walt 11 Ydd-ked as sa"a 00
Type V Shun Rda to ML spec duet for -LED and optic are touted to
Mods eheri0k
H%h IMLow 30%
Mendd fat d MW*
almications M w ti t
sa oft t..n.Ay trrw.
•4dA&WM 94d60t sbwd AW.A.d rM tdd1tivi—sa"(ne 4Air bw)
WetaCHN ot aD' c �L r�Oate:D5az/14 CREEIWI
US:wwomm oomAgMdtq T(800)236.6800 F(262)604.641 S Consi t wAwavecomiciinifille T(800)473-1234 F(800)890-7507
OSQ Series-Large
Product Specifications
Electrical Data
CONSTRUCTION&MATERIALS
Slim,low profile design minimizes wind load requirements Total Current
Luminaire housing is rugged die cast aluminum with an integral,weathertight LED Input Power System watts
driver compartment and high performance heat sink Designator 120-277V 120V 208V 240V 277V
• Convenient interlocking mounting method on direct arm mount.Mounting adapter
is rugged die cast aluminum and mounts to 3-6"(76-152mm)square or round pole,
secured by two 5/16-18 UN bolts spaced on 2"(51mm)centers s 223 1.94 0.86 0.99 1.13
Mounting for the adjustable arm mount adapter is rugged die cast aluminum and
mounts to 2"(51 mm)IP,2.375"(60mm)O.D.tenon
• Adjustable arm mount can be adjusted 180'in 2.5'increments
Designed for uplight and downlight applications
Exclusive Colorfast DeRaGuard®finish features an E-Coat epoxy primer with Recommended OW Outdoor Luminaire Lumen Maintenance Factors(LMF)t
an ultra-durable powder topcoat,providing excellent resistance to corrosion,
ultraviolet degradation and abrasion.Silver,bronze,black,white,and platinum 25K hr 50K hr 75K hr 100K hr
bronze are available Ambient Input Initial Projected' Projected Calculated' Calculated'
Weight:28.5 lbs.(1 3kg) Power Designator LMF LMF LMF LMF LMF
5T s 1.04 0.99 0.94 0.88 0.84
ELECTRICAL SYSTEM (41.)
Input Voltage:120-277V,50/6OHz,Class 1 drivers 1o'C s 1.03 0.98 093 0.88 0.83
Power Factor:>0.9 at full load (50T)
Total Harmonic Distortion:<20%at full load 15 C S 1.02 0.97 0.92 0.87 0.83
(59T)
Integral l OkV surge suppression protection standard 20'c
To address inrush current,slow blow fuse or type C/D breaker should be used
(68'F) S 1.01 0.96 0.97 0.86 0.82
25'C s 1.00 0.95 0.90 0.85 0.81
REGULATORY&VOLUNTARY QUALIFICATIONS (77.F)
cULus Listed Lumen maintence values at 25T(7T)are calculated perTM-21 based an LM-80 data and in-situ luminairetesting
Suitable for wet locations 'In accordance with IESNATM-21-11,Projected Values represent interpolated value based on time durations that are within six times
(6X)the IESNA LM-80-08 total test duration(n hours)forthe device under testing((DUT)i.e.the packaged LED chip)
EnelosureratedlP66 erIEC60529whenorderedwithoutRo option 'InaccordancewithlESNATM-21-11,calculated values represeuttimeduratiomitotaceedsixtimes(6X)thelESNALM-80-o8total
P P test duration In hours)for the device undertesting((DUT)i.e.the packaged LED chip)
Consult factory for CE Certified products
• Pending certification to ANSI C136.31-2001,313 bridge and overpass vibration
standards
1 okV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2
Luminaire and finish endurance tested to withstand 5,000 hours of elevated
ambient salt fog conditions as defined in ASTM Standard B 117
Meets Buy American requirements within ARRA
C R E ED=
US:www.cree.com/lkjhting T(800)236-6800 F(262)504-5415 Canada:wwKcree.com/canada T(800)473-1234 F(800)890-7607
OSQ Series—Large
Photometry
All published luminaire photometric testing performed to IESNA LM-79-08 standards by a NVLAP certified laboratory.To obtain an IES file specific to your project
consult:http://www.cree.com/lighting.
2ME
TyM 11 Medium Distribution
' 3000K 4000K 5700K
Input
Power Initial BUG Initial BUG Initial BUG
Designator Delivered Ratings Delivered Ratings" Delivered Ratings"
Lumens' 15-1M Lumens' 15-1M Lumens' 15-11
15-11 15-11 15-11
S 20.046 B3-UO-G3 21,696 B3-UO-G3 23.179 B3-UO-G3
�•^°' "^^T'w� s^ .`a •Initial delivered hsnens at 25T(77T).Actual production yield may vary between-4 and+10%of initial delivered lumens
Formoe information on the IES BUG(Bacidight-Uplight-Glare)Rating visit
RESTL Test Report#:PLO3403-001 OSQ A•+2ME S 4OK-UL wm...iesna.org/PDF/ErratasfFM-15-11 BugRatingsAddendunlu f.Valid with no till
OSQ A• 2ME S 40K-UL Mounting Height:25'(7.6m)A.F.G.
Initial Delivered Lumens:21,329 Initial Delivered lumens:21,696
Initial FC at grade
a.,. Type 11 Medlitan w/BLS Distr6rlrtion
3000K 4000K 5700K
Input
Power Initial BUG Initial BUG Initial BUG
Designator Delivered Ratings" Delivered Ratings" Delivered Ratings"
Lumens' Per TM Lumens' Per TM- Lumens' PerTM-
15-11 15-11 15 11
S 17,182 63-UO-G2 16,597 83-1.10-132 19,867 63-1.10-G2
Initial delivered lumens at 25T(77T).Actual production yield may vary between-4 and+10%of initial delivered lumens
**For more information on the IES BUG(Backlight-Uplight-Glare)Rating visit
RESTL Test Report#:PL03642-003 OSQA•*2MB S 40K-UL w/OSQ-BLSMF www.inna.org/PDF/ErratasfTM-15-11 BugBatingsAddendum.pdt Valid with no till
OSQ A• 2ME J 40K-UL w/OSQ-BLSMF Mounting Height:25'(7.6m)A.FG.
Initial Delivered Lumens:14,643 Initial Delivered Lumens:18,597
Initial FC at grade
3ME
Type III Meditan Distribution
3000K 4000K 5700K
Input
Power Initial BUG Initial BUG Initial BUG
Designator Delivered Ratings" Delivered Ratings" Delivered Ratings"
Lumens' Per TM Lumens Per TM Lumens' Per TM-
„��M, 15-11 15-11 15-11
S 19,841 B3-UO-G3 21,475 63-UO-63 22,942 B3-UO-G3
�,um T,aa:v,. c v.«y, •Initial delivered banns at 25T(77T).Actual product=yield may vary between-4 and+10%of initial delivered hymens
nwamre.l ai,y a or„wa,n.�cwwea.Q.
++For more information on the IES BUG(Bacldight-Uptight-Glare)Rating visit
RESTL Test Report#:PLOS439-001 OSQ A+*WE S 40K-UL w .inna.org/PDF/Fratas/TM-15-11 BugRatingsAddendum.pdf.Valid with no tiR
OSQ A•-3ME S 40K-UL Mounting Height:25'(7.6m)A.F.G.
Initial Delivered Lumens:21,013 Initial Delivered Lumens:21,475
Initial FC at grade
Type III Meditarr WBLS Distribution
e1w -
3000K 4000K 5700K
Input
Power Initial RUG Initial BUG Initial BUG
Ratings" Ratings" Ratings"
Designator Delivered PerTM- Delivered Per TM- Delivered perTM-
Lumens' 1511 Lumens Per
Lumens' 15-11
S 16,978 82-1.10-G3 18,375 B2-UO-G3 19,631 B2-1.10-G3
Initial delivered hanms at 25Tf77'F).Actual production yield may vary between-4 and+10%of initial delivered lwnens
For more infortnation of the IES BUG(Backlight-Uplight-Glare)Rating visit:
www.iesna.org/PDF/Firatas/TM-15-11BugRatingsAddendum.pdf.Valid with no till
RESTL Test Report#:PL03642-001 OSQ A..3ME S 40K-UL w/OSQ-BLSMF
OSQ A--3ME J 40K-UL w/OSQ-BLSMF Mounting Height:25'(7.6m)A.F.G.
initial Delivered Lumens:14,229 Initial Delivered Lumens:18,375
Initial FC at grade
C R E ED=
us:www.creecoinn/lighting T(800)236-6800 F(262)604-5415 Canada:wwtvaee.com/canade T(800)473-1234 F(800)890-7507
OSQ Series—Large
Photometry
All published luminaire photometric testing performed to IESNA LM-79-08 standards by a NVLAP certified laboratory.To obtain an IES file specific to your project
consult:http://www.cree.com/lighting.
4ME
,so ,mar,ar am ao•ao ao• aP,ar,��
ar 4s Type IV Medium Dlsh1ution
pry 2 A
1
4w 3000K 4000K 5700K
a fi, Input
Power Initial Ratings"
Initials" BUG Ratings- Initial BUG
Designator Delivered g Delivered Ratig Delivered Ratings"
,n Lumens' PerTM- Lumens' PerTM Lumens' PerTM-
15-11 15-11 15-11
ea z44
ass aas xa,ealzz sl o°m lu, a ass ass S 19,637 B3-UO-G3 21.253 B3-UO-G3 22,705 B3-UO-G3
ovum m.mo-am�,e
•Initial delivered lumens at 25'G(77T).Actual production yield may vary between-4 and+10%of initial delivered lumens
s01Z01"'�"4`°rma.xM.°�,evvo,,.r. ••For more information on the IES BUG(Backlight-Uptight-Glare)Rating visit:
RESTL Test Report#:PL03402-001 OSO A*•4ME S 40K-UL www.iema.org/PDF/FrratasfrM-15-11 BugRatingsAddendum.pdf.Valid with no tilt
OSQ A**WE S 40K-UL Mounting Height:25'(7.6m)A.F.G.
Initial Delivered Lumens:20.830 Initial Delivered Lumens:21,253
Initial FC at grade
ar tar ere so•m zrc u ar,ar
;ar wu m Type IV Medium WKS Distribution
env z4a
as ,a3
3000K 4000K 5700K
6, Input
Power Initial BUG Initial BUG Initial BUG
Designator Delivered Ratings" Delivered Ratings" Delivered Ratings"
12.2 Lumens' PerTM- Lumens' PerTM- Lumens' PerTM-
15-11 15-11 15-11
as Sus z4a,s3,zz sl a°an aos ans4d s 16,773 B2-UO-G3 18,154 B2-UO-G3 19,394 B2-UO-G3
n ae Venia1p1itla"jh °ice o� vow�. =Initial delivered lumens,at 25'G 7' .Actual production yield may vary between-4 and+10%of initial delivered lumens
Far more information on the IES BUG(Backlight-Uptight-Glare)Rating visit
RESTL Test Report#:PLO3642-002 OSQ A**WE S 40K-UL w/OSQ-BLSMF www.ima.org/PDFfErralas/TM-15-11 BugRatingsAddendum.pdf.Valid with no tilt
OSQ A••WE J 40K-UL w/OSQ-BLSMF Mounting Height:25'(7.6m)A.F.G.
Initial Delivered Lumens:13,647 Initial Delivered Lumens:18,154
Initial FC at grade
5ME
Type V Medium Di9dbution
3000K 4000K 5700K
Input
Power Initial BUG Initial BUG Initial BUG
Designator Delivered Ratings" Delivered Ratings" Delivered Ratings"
Lumens' Per Lumens' PerTM Lumens' PerTM
15-11 15-11 15-11
S 17.345 B4-UO-G5 20,536 B5-UO-G5 20,841 B5-UO-G5
*Mal delivered lumens at 25'G(77'4 Actual production yield mayvary between-4 and+10%of initial delivered lumens
*=For more information on the IES BUG(Backlight-Uptight-Glare)Rating visit:
RESTL Test Report#:PL03466-001 OSO A*<5ME S 40K-UL www.inna.org/PDF/Erratas/TM-15-11 BugRatingsAddendum.pdf.Valid with no tilt
OSQ A*•5ME S 40K-UL Mounting Height:25'(7.6m)A.F.G.
Initial Delivered Lumens:20,709 Initial Delivered Lurnens:20,536
Initial FC at grade
5SH
Type V Short Distribution
3000K 4000K 5700K
Input
Power Initial BUG Initial BUG Initial BUG
Designator Delivered Ratings" Delivered Ratings" Delivered Ratings"
Lumens' PerTM- Omens' PerTM- Lumens' Per TM-
15-11 15-11 75-11
S 17,722 B4-UO-G4 20.982 B5-U0-G4 21,294 B5-UO-G4
Asa .�� Qi ,u*' •'1�S *Initial delivered lumens at 25'G(77T).Actual production yield may vary between-4 and+10%of initial delivered lumens
For more information an the IES BUG(Backight-Uplight-Glare)Hating visit
RESTL Test Report#:PL03501-001 OSQ A*=5SH S4OK-UL w .iewa.org/PDF/Enatas/TM-15-11 BugRatingsAddendum.pdf.Valid with no tiR
OSO A••5SH S 40K-UL Mourning Height:25'(7.6m)A.F.G.
Initial Delivered Lumens:21,066 Initial Delivered Lumens:20,982
Initial FC at grade
CREE1W.
US:www.cree.com/lighting T(800)236-6800 F(262)504-5415 Canada:www.cree.cm/canada T(800)473-1234 F(800)890-7507
OSQ Series-Large
Luminaire EPA
Fixed Arm Mount-OSQ-DA Weight:28.5 lbs.(13kg)
Single 2 @ 180- 2 @ 90- 3 @ 90- 3 @ 120- 3 @ 180- 4 @ 180' 4 @ 90-
0.80 1.61 1.26 2.06 1.68 3.33 4.66 4.71
Adjustable Ann Mount-OSQ-AA Weight:28.5 lbs.(13kg)
Single 1 2 @ 180- 2 @ 90' 3 @ 90' 3 @ 120- 3 @ 180' 4 @ 180- 4 @ 90-
Tenon Configuration(0--80-Tilt);If used with Cree tenons,please add tenon EPA with Luminaire EPA
PB-2A*;PB-2R**; [pB-4A-(90);PB-4R**;
PB-tA*;PT-1;PWAA3 PD-2A4(180); PD-2A4(90);PT-2(90) PD-3A4(90);PT-3(90) PT-3(120) PB-3A*;PB-3R** PB-4(180) 4A4(90);PT-4(90)
PT-2(180);PW-2A3
0°rn
0.80 1.61 1.26 2.06 1.68 3.33 4.66 4.71
10°TiB
0.81 1.61 1.62 2.42 2.32 4.40 6.08 5.43
20°Tik
1.24 1.61 2.04 2.84 3.7 3 5.68 7.80 6.27
30°re
1.64 1.64 2.44 3.24 3.97 6.88 9.40 7.07
45°Tilt
2.20 2.20 3.00 3.80 5.07 8.55 11.64 8.19
60'Tin
2.63 2.63 3.43 4.23 5.73 9.84 13.36 9.05
70°rlt
2.82 2.82 3.62 4.42 5.73 10.41 14.72 9.43
80°Tih
2.58 2.58 3.32 4.06 5.11 9.71 13.16 8.83
Tenon ConfIgtlt don(90'Tilt);If used with Cree tenons,please add tenon EPA with Luminaire EPA
PB-2A*;PB-2R**;
PB-lA*;PT-1;PW-1 A3 PD-2A4(180); TPB-2A* PB-3A* PT-3(120) PB-3A*;PB-3R** PB-4(180) PH-4A*(90);PB-4R**
PT-2(180);PW-2A3
90'TIN
2.95 2.95 4.84 6.52 5.73 10.81 14.64 11.19
Tenon EPA
Pwt Hur tber EPA Tenons and Brackets(must specify color)
PB-1 A* None Square Internal Meant Vert"Terrors(Steel) Round Internal Mount Vertical Tenons(Steel)
-Mounts to 3-6"(76-152mm)square aluminum or steel poles -Mounts to 2.375"(60mm)O.D.round aluminum or steel poles or tenons
PB-2A* 0.82 PB-1 A*-Single PB-4A**(90)-90-Quad PB-2R2.375-Twin PB-4R2.375-Quad
PB-3A* 7,52 PB-2A*-180'Twin PD-4A**(180)-180'Quad PB-3R2.375-Triple
PR-3A*-180'Triple Round External Mount Horzwbd Tenons(Alarnimun)
PB-4A*(180) 2.22 Square Internal Mount Horizontal Tenons(Ahsninum) -Mounts to 2.375"(60mm)O.D.round aluminum or steel poles or tenons
PB-4A*(90) 1.11 -Mounts to 4"(102mm)square aluminum or steel poles -Mounts to square pole with PEA A*tenon
PD-2A4(90)-90-Twin PD-3A4(90)-90'Triple PT 1 H-Single PT-3H(911)-90'Triple
PB-2R** 0.92 PD-2A4(180)-180'Twin PD-4A4(90)-90'Quad Pi 2H(90)-90'Twin PT-4H(90)-9o'Quad
Wall Mount Brackets PT-2H(180)-180-Twin
PB-3R** 1.62 -Mounts to wall,roof or side of wood pole Mid-Pole Bracket
PB-4R** 2.32 WM-2-Standard WM-4-L-Shape -Mountstosquarepole
PW-1A3*-Single PW-2A3*-Double
PD Series Tenons 0.09
*Specify pole size:3(3"),4(41.5(5),or 6(61 **Specify pole size:4(41,5(5l,or 6(61
PT Series Tenons 0.10
PW-tA3*** 0.47
PW-2A3*** 0.94
•Specify pole size
Specify round pole or tenon dimensions
+»These EPA values must be mukiNied by the following ratio:Fixture Mounting Height/Total Pole Height
0 See
w Cree,Inc.and/or one for
its subsidiaries.All rights reserved.For informational purposes only.Content is D Technology
of change. R E E`�
See wwwcree.com/patents for patents that cover these products.Cree®,the Cree logo,BetaLED®,the BetaLED Technology logo,
Nano0ptic*,and Colorfast DeltaGuard'are registered trademarks,and Precision Delivery Grid-and OSQ-are trademarks of Cree,Inc. �
The UL logo is a registered trademark of UL LLC.NEMA*is a registered trademark ofthe National Electrical Manufacturers Association.
US:Www,cree corn/lighting T(800)236-6800 F(262)604-5415 Canada:www.cmLoom/canada T(800)473-1234 F(800)890-7507
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