HomeMy WebLinkAbout08-09P Manneley Site Plan y TOWN OF SOUTH WINDSOR RECEIVE®
PLANNING&ZONING COMMISSION
�) APPLICATION FORM FEB 0 7 2008
Application No: V � � SOUTH WINDSOR PLANNINGDEPT
Official Receipt Date:
Receipt No:
APPLICANT: Bruce A. Maneelev Real Estate, LLC
PROJECT NAME: 136 Commerce Way
ADDRESS: 65 Rye Street, South Windsor, CT 06074
OWNER OF RECORD ON LAND RECORDS: Rrnce A_ Maneel ey Real Estate LI-C
ADDRESS: 65 Rve Street, South Windsor. CT 06074
COMPLETE LOCATION OF PROPERTY: 136 Commerce Way
ASSESSOR'S MAP# 121 PARCEL#26-34 ZONE Industrial
NAME, ADDRESS, TEL&FAX# OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
J.R. Russo & Associates Attn: Timothy Coon 1 Shoham Road.,East Windsor, CT 06088
Phone : 860-623-0569 Fag: 860-623-2485 Estimated presentation time: 15 min.
THIS APPLICATION IS FOR: (Check all that apply):
❑ Zone Change to (Public Hearing required and Certificate of Mailing)
❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required)
❑ Subdivision ❑ Minor ❑ Major
❑ Resubdivision (Public Hearing Required) ❑ Minor❑ Major
❑ Conditional Approval
❑ Special Exception to Article (Public Hearing, Certificate of Mailing)
[ Site Plan of Development
❑ General Plan of Development- State Hearing per Section 14-55 for
❑ Earth Filling (Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing Required)
❑ Regulation Amendment ❑ Zoning ❑ Subdivision-Attach proposed amendment (Public Hearing Required)
❑ Temporary and Conditional Permit for (Public Hearing Required)
❑ In Law apartment/Accessory Apartment (Public Hearing Required)
❑ Major Home Occupation for (Public Hearing Required)
❑ 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.
r 1
' iv,nature of Vp-licl3t Signature o roperty O er
TOWN OF SOUTH WINDSOR CHECKLIST
REQUIRED INFORMATION SITE PLANS
APPLICANT Bruce A. Maneeley Real Estate, LLC
PROJECT NAME 136 Commerce Way
This checklist must be signed by plan preparer(P.E./L.S.)declaring that all required information
is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate.
Check mark for each item supplied.
1. On each sheet for plans or maps, title block with the following information:
a. Name, address and telephone of applicant.
b. Name, address and telephone number of Land Surveyor or Professional
Engineer.
c. Name of Development.
d. Date when drawings were made.
_ 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or
200 feet. This map will show the overall design of the Development and
surrounding property within 500 feet.
a. Data block which gives needed zoning information such as percentage of
lot coverage, acreage of tract, number of apartment units, parking
requirements, etc.
X b. Outline of buildings.
X c. Layout of streets.
d. Surrounding property boundaries-within 500 feet.
X e. Names of abutting property owners.
f. Proposed open spaces and recreation areas.
g. Driveway cuts on abutting properties and any properties across from
proposed site.
WA h. Distance to and name of nearest intersection street.
x 3. Architectural Elevations: See attached checklist for Architecture and Design
Review.
i
4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals
40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled
margin; (2) 18"x 24" with a 1/2" ruled margin, containing the following data:
a. Distance and bearings of all boundary lines and acreage of site. Iron pins
required at all property angle points and shown on map.
b. Proposed streets and street lines with center line station, curve data, and
parking spaces.
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).
e. Easements, noting grantors, grantees, and purpose must be shown in
table format, e.g. below
Grantor Grantee Type of Date Fited Vol/Pg
Easement
f. Names of abutting property owners.
tVA 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.
WA h. All open space or other common or public land uses shall be indicated.
X_ i. A-2 certification; P.E./L.S. Seal.
5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not
exceeding 24 inches by 36 inches, including ruled margins shall in addition to
Y
the requirements of the plot plans show the following:
a. All existing and proposed buildings.
X b. Curb Lines and pavement width, sidewalks.
c. Existing and proposed sanitary sewers.
d. Existing and proposed water and-all existing utilities.
2
e. Present wooded area indicated by foliage lines. Any trees to be saved
should be shown.
_ f. Existing and proposed contours shall be shown in not less than two-foot
intervals, but in cases of relatively level land, the contours shall be one-
foot intervals and spot elevations.
9 . Regulated wetlands and 100-year floodplain or note that none are
present.
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.
i. Connections of all springs into proposed storm drainage system as
needed.
j. Location and indications of existing brook channels, and 100-year flood
limits.
A k. A-2 &T-2 Certification; P.E &L.S. Seals.
6. Landscaping plan
7. Drainage calculations: - Zero Runoff Increase per attached guidelines.
8. Traffic Report
9. Site Lighting Plan
A10. 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
WAd. Profile of roadway showing existing and finished grades. Roadway profile
i 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
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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.
OAg. 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.
11. Open Space Site Improvement Plans: For sites which require or include a
provision for open spaces, a plan which contains data for site improvement
may be required. This map shall be drawn to a scale of 1 inch equals 40
feet.
12. Sanitary Report: Where individual sanitary sewage disposal systems are
proposed, the final plans shall include a Sanitary Report certified by a
Professional Engineer. The report shall demonstrate the feasibility of the
proposed individual systems.
• Z`7•08
PLAN PREPA ER (P.E./L.S.) DATE
February 2002; Rev. 4-04
4
J.R. RUSSO & ASSOCIATES
1 Shoham Road
EAST WIND`60) 62T0 6,9pCUT 06088RECEIVED DATE ?' -o� JOB NO. ✓
FAX (860) 623-2485 ATTENTION �+
RE. GiG<
FEB 0 7 2008
TO G SOUTH WINDSOR PLANNING DEPr,
WE ARE SENDING YOU V/Attached ❑ Under separat the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change Order
COPIES DATE NO. DESCRIPTION
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'HESE ARE TRANSMITTED as checked below:
For approval ❑ Approved as submitted ❑ Resubmit copies for approval
For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO-US.
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SIGNED: l �
ng service 1 800 t3i38-6327 NEBS,Inc.Groton,MIA 01471 www.nebs.com Re4.No:G 112300035
PERMITS/INSP PAYMENT RECPT#: 20297785
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
DATE: 08/04/08 TIME: 12:10
CLERK: michelerl DEPT:
CUSTOMER#: 0
PARCEL:
CHG: BONDBL BOND FEE - BUIL 5000.00
AMOUNT PAID: 5000.00
PAID BY: BRUCE A MANEELEY REA
PAYMENT METH: CHECK
635997472
REFERENCE: A
AMT TENDERED: 5000.00
AMT APPLIED: 5000.00
CHANGE: .00
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TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL:
CHANGE ORDER CONTACT PERSON Mike Covensky Phone No. 250-0821
Address 90 BreAtleld St. South in sor. CT 06064
Site Name__ 136 Gommer�e Wav P&Z No. 08-09P
Owner Bruce A. Maneeley Real Estate, LLG phone NO. 527-2789
Contractor Environmental Se es, Inc.
Signature of Owner A Date:
Signature of Design Enqr. Date: 10-20=Q8
CHANGE: (Describe location and nat of change. Include
Four (4) copies of plan/profile of Change.)
Eliminate driveway-
connection to abutting property and add paved area at
rear of buildi e.
-Reason for Change: (Why is change required)
1. To eliminate connection to other parcel.
To Provide future access to the building from the rear.
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APPROVALS: (As R• uir )
� sf Dir. Of Planning Date: Ig�aa:L71
Town Engineer Date:_ JU�z, /�
Dir. of Public JW3:jk
Date
Others
Date:
STAFF COMMENTS:
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White - Town Engineer Q
Pink - Director of Planning
OCT 21 Ruud
SOUTH WINDSOR
ENGINEERING DEPT.
BOND RELEASE TRANSMITTAL
DATE:- to '2 L9
CONTRACTOR/DEVELOPER ._ � vl r) I.(
NAME & ADDRESS ,
MJ+ i nJJ,,7 r C 6
PROJECT LOCATION/ADDRESS r-r tr XILOT
P&Z' OR .IWA/CC APPLICATION NUMBER S- ®qP
SUB ACCOUNT NUMBER
So C)
ORIGINAL BOND AMOUNT
Please release the bond indicated above as all of the required
work has been completed.
DATE
BY
CHECK # ISSUED DATE
Ss\ENGINEER\FORMS\Office Forms\BOND RELEASE TRANSMITTAL.doc
BOND TRANSMITTAL
DATE:
APPLICANT NAME BrVo
ADDRESS S'
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PROJECT LOCATION/ADDRESS LOT
SUBDIVISION
P&Z OR IWA/CC APPLICATION NUMBER` ( ' o� ,5
,/�,.,_I
.AMOUNT OF BOND 0 - `t'�
CHECK NUMBER_ n
DEPARTMENT
SUBMITTED BY ^ lit,
NAME DATE
RECEIVED BY FINANCE 816106
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NAME DATE
SUB ACCOUNT NUMBER 5 o O ! y 6
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ASST.TOWN CLERK
IF YOU ARE UNABLE TO MAKE THIS MEETING PLEASE CALL ETHER DIAZ
644-2511 EXT.243 ON OR BEFORE 4:30 P.M. ON THE DAY OF THE MEETING
WATER POLLUTION CONTROL AUTHORITY
TOWN OF SOUTH WINDSOR
REGULAR MEETING AGENDA 7:00 P.M.
SPRENKEL ROOM MARCH 4, 2008
A. ROLL CALL
B. ACCEPTANCE OF MINUTES OF PREVIOUS MEETING
I. February 5,2008
C. NEW BUSINESS
1. Bruce A. Maneeley Real Estate, LLC., 136 Commerce Way(Approval to
connect)
2." Industrial/Commercial Sewer Billing-List for FY2007/2008(Approval to bill)
3. Pollution Control Budget for FY2008/2009 (Approval)
D. COMMUNICATIONS AND REPORTS
E. PUBLIC PARTICIPATION(Items not on the agenda)
F. BILLS, CHANGE ORDERS,DISBURSEMENTS
G. UNFINISHED BUSINESS
1. 1333 and 1343 Sullivan Avenue-sewer connection report
2. FOG Status Report
3. Election of Officers
H. MOTION TO GO INTO EXECUTIVE SESSION TO DISCUSS PENDING CLAIMS
I. ADJOURNMENT
PERMITS/INSP PAYMENT RECPT#: 20254140
TOWN OF SOUTH WINDSOR h (,✓
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074 V _C
DATE: 02/07/08 TIME: 16:08 1 r
CLERK: dacevedo DEPT: (�
CUSTOMER#: 0 �, A
PARCEL: v`
CHG: PZ PLANNING AND ZO 95.00
AMOUNT PAID: 95.00
PAID BY: BRUCE MANEELEY
PAYMENT METH: CHECK
2669
REFERENCE: A
AMT TENDERED: 95.00
AMT APPLIED: 95.00
CHANGE: .00
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e w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
r�OSoe•co TELEPHONE (860) 644-2511
March 17, 2008
Mr. Tim Coon
J. R. Russo&Associates
1 Shoham Road
East Windsor, CT 06088
Re: Bruce A. Maneeley Real Estate, LLC., 136 Commerce Way
Dear Mr. Coon:
The South Windsor Water Pollution Control Authority, at its regular meeting of March 4, 2008, approved
the application as presented for connection to the Town's sewerage system of property located at 136
Commerce Way, South Windsor, CT as more specifically shown on plans entitled"Bruce A. Maneeley Real
Estate, LLC, 136 Commerce Way, South Windsor, Connecticut"; Prepared by J.R. Russo & Associates,
East Windsor, CT; Sheet No.: 3 of. 7, "Site Plan", No. 2007-105, Dated 2-05-08; Revision Date: 2-05-08.
This approval is subject to the following conditions:
1. A final document of a private easement between the two lots must be reviewed and approved by
the Town Attorney;
2. Technical approval of the Town of South Windsor Engineering Department;
3. Final Authority approval and acceptance of the sanitary sewerage connection will be conditional
upon the sewer line having been installed and 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 Town regulations
and appropriate technical.specifications relating to sanitary sewer construction;
4. The sewer connection charge will be $3,282.00.
This approval letter must be superimposed on the final approval plans.
Very truly yours,
Joseph J. Carino, Chairman
Water Pollution Control Authority
JC:ead
cc: Michael J. Gantick, Director of Public Works
Jeff Doolittle,Town Engineer
Marcia Banach, Director of Planning
Chris Dougan, Chief Building Inspector
STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN
PROJECT Maneeley's Real Estate LLC APPL.#08-09P
ENGINEER/ARCHITECT JR Russo&Associates PROJ.#2007-105
Submit mylars of sheets: 3
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. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation
Commission.
4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the
Zoning Regulations.
5. A landscape bond in the amount of$5,000 is required and must be submitted prior to filing of mylars.
6. All plans used in the field by the developer must bear the stamp and authorized signature of the
Town of South Windsor.
7. This approval does not constitute approval of the sanitary sewer,which can only be granted by the
Water Pollution Control Authority.
8. The building street number must be included on the final plan.
9. Pavement markings must be maintained in good condition throughout the site drives and parking
areas.
10. A note must be added to the plans that there are no floor drains inside the building or near the
garage doors.
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w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
f�dsoR•co TELEPHONE (860) 644-2511
CERTIFIED MAIL 7007 1490 0000 3753 7270
February 13, 2008
J R Russo & Associates
Attn: Timothy Coon
1 Shoham Road
East Windsor CT 06088
Dear Mr. Coon
Re: Appl # 08-09 Maneeley Real Estate Site Plan
Please be advised that the Regular Hearing of the Planning Zoning Commission in
the above referenced matter has been scheduled for Tuesday, February 26, 2008 at
7:30 in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan
Avenue. Someone must be present at the hearing to represent the application.
One sign advertising the hearing must be posted on the property for ten (10)
consecutive days prior to the hearing and must be clearly visible from a town street.
Please have one sign posted on 136 Commerce Way by February 15, 2008.
Signs can be obtained in the Planning Department.
Sincerely,
Maria D. Acevedo
Administrative Secretary
PLANNING DEPARMENT
IN-HOUSE REFERRAL FORM
DATE: 2/8/08
TO: Matt Galligan, Fred Shaw, Michael Gantick, Rich Bond,Walter Summers, Jeff Doolittle
Ray Favreau, Karl Reichle, Mark Owens, Steve Lavigueur, Chris Dougan, Bob Deptula
John Caldwell, Dennis Sheridan,Ron Asselin
FROM: Marcia A. Banach, AICP, Director of Planning
The Planning&Engineering Departments have received plans for the following projects:
Appl#08-09P, Maneeley Real Estate
Location: 136 Commerce Way
® Site Plan ❑ Subdivision No. Acres .6 Zone I
® Industrial ❑ Commercial ❑ Residential No. Lots/Units
Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System
Project Description: 7,080 sf industrial building
Future Town-owned property involved? ❑ Yes Z No
❑ new street(s) ❑ new detention area
❑ new open space/recreation area ❑ active ❑passive
Planning Department notes:
Please comment by 2/21/08 and return to the Planning Department.
Page 1 of 1
Acevedo, Maria
From: Doolittle, Jeffrey
Sent: Friday, February 15, 2008 8:51 AM
To: Acevedo, Maria
Subject: RE: RE:Appl#08-09 Maneelly Real Estate
Maria,
My only comment on this application are to add a note to the plans that there are no floor drains inside the
building, or near the garage doors.
This will need WPCA review and approval.
Thanks
Jeff Doolittle, P.E.
Town Engineer
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06095
(860)644-2511 ext. 245
jeffrey.doolittle@southwindsor.org
From: Acevedo, Maria
Sent: Monday, February 11, 2008 4:01 PM
To: Asselin, Ronald; Bond, Richard; Caldwell, John; Depula, Robert; Doolittle, Jeffrey; Dougan, Christopher;
Favreau, Raymond; Galligan, Matthew; Gantick, Michael; Lavigueur, Stephan; Owens, Mark; Reichle, Karl; Shaw,
Fred; Summers, Walter
Subject: RE: Appl # 08-09 Maneelly Real Estate
Please forward any comments on the above mentioned application.
2/19/2008
PRECONSTRUCTION MEETING SIGN-IN SHEET
77
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Developer's Checklist for Roadway Construction
Prior to any construction, all sedimentation and erosion control measures will be in place. No
construction will commence, nor will the developer be allowed to proceed with the next phase
until all erosion and sedimentation control facilities are in place and properly maintained and
inspected by the Town.
The Town is to be notified at least 48 hours in advance of each phase of construction The
developer will not proceed to the next phase of construction until the Town has inspected and
approved the preceding phase
The site developer will take particular notice to all conditions of the Planning and Zoning
Commission, Inland Wetlands Agency/Conservation Commission and the Water Pollution Control
Authority approvals and all terms of the pre-construction meeting.
All permits that are necessary for each phase of construction will be acquired prior to
commencing on that particular phase. This shall include all Town, State and Federal permits.
Copies of permits shall be submitted to the Engineering Division.
1. Clearing and grubbing —set up limits of immediate construction and install erosion and
sedimentation control measures.
Method of Construction — ConnDOT Form 816 2.01.03.
2. Sanitary Sewers - South Windsor Public Improvement Specifications, ConnDOT Form 816
and Connecticut Public Health Code.
Method of Construction - trenching and backfilling as per Form 816 Section
2.05 - maximum backfill in layers of 6 inches in depth after compaction.
Tests - air tests, vacuum tests and deflection testing shall be performed in
accordance with the Town of South Windsor Public Improvement Specifications
Section 3.4 and appendix to Section III. Material certification of structures must
be provided to Town Engineer prior to installing. Structures must be cured for
seven days or reach at least 3000 psi strength prior to shipping. A camera
inspection of new sewer mains may be required by the Town.
3. Storm Sewers - South Windsor Public Improvement Specifications and ConnDOT Form
816
Method of Construction - trenching and backfilling as per Form 816 Section
2.05 - maximum backfill in layers of 6 inches in depth after compaction.
Tests - material certification of structures and pipes utilized must be given to the
Town Engineer prior to installing. Precast structures and pipes must have seven
days curing or reach at least 3000 psi strength prior to shipping to jobsite. A
standard deflection (mandrel) test may be required for all plastic pipe (CPP, ABS,
PVC, etc.) installed. A camera inspection of new storm sewers may be required by
the Town.
Page 2
4. Utility Coordination - to be the responsibility of the developer. There shall be no
pavement cuts after any pavement has been installed.
All trenching and backfilling as per Section 2.05 of ConnDOT Form 816 maximum
backfill in layers of 6 inches in depth after compaction.
5. Subgrade Preparation - prior to subgrade establishment, the roadway will be staked to
give vertical and horizontal control. Spacing will be a maximum of 50 feet and the
developer will insure that all stakes are preserved or replaced throughout the roadway
construction. The staking shall be close enough to be of adequate use but at the same
time at an adequate offset so as not to interfere with construction.
Method of Construction - as per Section 2.09 of ConnDOT Form 816.
Tests - dry density compaction equal to or greater than 95%. Laboratory
compaction test and sieve analysis of native material is required. Frequency of
testing to be determined by the Town. A grade check must be performed prior to
proceeding further.
6. After Subgrade & Prior to Paving — a progress as-built drawing shall be submitted,
reviewed and approved. Also all structures, mainlines and laterals shall be field verified
as to compliance with proposed location, profile and cross section slope. Progress as-built
shall be certified by licensed surveyor.
7. Subbase
Method of Construction - as per ConnDOT Form 816 Section 3.04 and Town of
South Windsor Public Improvement Specifications.
Materials - a minimum of 6 inches bank run gravel as per Town of South Windsor
Public Improvement Specifications and ConnDOT Form 816 Section M02-02 &
M02.06 gradation B. As an alternate, a total of 12 inches of processed aggregate
base may be installed in lieu of 6 inches gravel / 6 inches processed aggregate
(see Base Materials).
Tests - sieve analysis as per ConnDOT Form 816 M.02.06 gradation B. Dry
density compaction equal to or greater than 95%. Frequency of testing, maximum
100 foot intervals or as directed by the Town Engineer/Inspector. A grade check
must be performed prior to proceeding further.
8. Base
Method of Construction - as per ConnDOT Form 816 Section 3.04 and Town of
South Windsor Public Improvement Specifications.
Materials - a minimum of 6 inches processed aggregate as per Town of South
Windsor Public Improvement Specifications and ConnDOT Form 816 Section
M.05.01.
Page 3
Tests -sieve analysis as per ConnDOT Form 816 M.05.01-1. Dry
density compaction equal to or greater than 95%. Frequency of testing, maximum
100 foot intervals or as directed by the Town Engineer/Inspector. A grade check
must be performed prior to proceeding further.
9. Pavement
Method of Construction - as per ConnDOT Form 816 Section 4.06.03 and Town
of South Windsor Public Improvement Specifications. The laying of pavement
between the dates of October 15 and April 15 requires written
permission from the Director of Public Works.
Materials - 2" Class 1, 1 1/2" Class 2 for local roads and 3" Class 1, 2" Class 2 for
collector roads with tack coats between layers of pavement and at structures. (See
approved pavement detail).
Tests - compaction — ConnDOT Form 816 4.06.03-5; surface test—ConnDOT
Form 816 4.06-03-6; materials test- mixture, source of supply, formula for mix,
mix tolerances as per Section M.04 of ConnDOT Form 816. A copy of the weight
tickets for each load must be retained for the Town.
10. Bituminous Curbing
Method of Construction - machine formed, Class 3 mixture as per ConnDOT
Form 816 Section 8.15.03 and Town of South Windsor Public Improvement
Specifications.
Materials - shall be as per ConnDOT Form 816 Section M.04, Bituminous Class 3.
Tests - all tests required of Sections 8.15.03 and M.04 of ConnDOT Form 816
shall apply.
11. Portland Cement Concrete Sidewalks - as per Town of South Windsor Public
Improvement Specifications, Section I.
Method of Construction - 5 inches of 4000 psi (Class F) concrete over 8 inches
of prepared processed gravel; and at driveways, 8" of concrete with 6" x 6" x
10/10 wire mesh over 8 inches of prepared processed gravel. Expansion joints at
15 feet on center maximum.
Materials — materials shall meet Section M.03 of ConnDOT Form 816 as
amended, with the exception of admixtures. Admixtures must be approved by the
Town Engineer prior to mix being made.
Page 4
Materials Certificate and Testing — Certification and testing shall conform to
Section 1.06 of ConnDOT Form 816, as amended. The contractor/developer shall
furnish certificates signed and dated by a person in responsible charge of the
source of materials furnished that the materials meet the specification
requirements. Certification of gradation for processed aggregate and mix
requirements for Portland cement concrete shall be provided prior to or at the
time of delivery of the materials. A copy of all concrete trip tickets shall be given
to the Town Engineer. The Town Engineer may require testing of portland cement
concrete for all new sidewalks. The following is a list of tests to be performed by
a certified testing laboratory:
Slump at time of delivery, one (1) test per truckload. (4 inches max)
Air entrainment at time of delivery, one (1) test per truckload. (5-7%)
Strength test, 7-day and 28-day (4000 psi min), one (1) set of cylinders per 500
feet of sidewalk.
Test reports shall be provided to the Town Engineer as soon as they are available.
If the concrete fails any of these tests, the load may be rejected and/or the
concrete removed and repoured. New tests shall be required of replacement
concrete.
Note: All materials, pipes, structure sections, manhole covers and frames, catch basin tops,
sumps and all other manufactured articles will be certified by the manufacturer as they
pertain to either the Town of South Windsor Public Improvement Specifications or ConnDOT
Form 816 as amended. Any precast concrete structures or pipe must have 7 days curing or
have attained 3000 psi strength prior to shipping to the job site, as per Town of South
Windsor Public Improvement Specifications.
All tests are the responsibility of the developer. The developer shall make all necessary
provisions to accommodate the Town regarding testing. The developer will supply all
materials and bear the costs for all tests required by the Town.
Form 816 - State of Connecticut, Department of Transportation Standard Specifications for
Roads, Bridges and Incidental Construction - 2004 as amended.
Town of South Windsor Public Improvement Specifications as of latest revision.
Revised June 2006
JOBJ.R.RUSSO &ASSOCIATESpp 2flo�^
Land Surveyors&Professional Engineers ECEIVED BHEETNO. of Z
1 Shoham Road
EAST WINDSOR,CONNECTICUT 06Q B CALCULATED BY-- ( �C- DATE 21 0-40-4TEL:(860)623-0569 � 7 7n�� CHECKED BY DATE
Fax:(860)623-2485
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Stormceptor
Stormceptor Design Summary
PCSWMM for Stormceptor
Project Information Rainfall
Date 2/5/2008 Name HARTFORD WSO AIRPORT
Project Name 136 Commerce Way State CT
Project Number 2007-105
Location South Windsor,CT ID 3456
Designer Information Years of Records 1954 to 2005
F
mpany J.R.Russo&Associates Latitude 41°56'17"N
ntact Tim Coon Longitude 72°40'57"W
Notes Water Quality Objective
N/A - TSS Removal(%) 80
WQ Flow Rate (cfs) 0.354
Drainage Area Upstream Ztorage
Total Area(ac) 0.68: Storage Discharge
Imperviousness(%) 60.3 _ (ac-ft) (cfs)
0 0
The Stormceptor System model STC 450i achieves the
water quality objective removing 85%TSS for a Fine ,
(organics,silts and sand)particle size distribution;
providing continuous positive treatment for a
stormwater quality flow rate of 0.354 cfs.
Stormceptor Sizing Summary
Stormceptor Model TSS Removal
�:=STC 900 90 .,,.
STC,1200 90
STC 1800 91
STC 2400 93
STC 3600 93
_STC 4800 95
STC 6000 95'
STC 7200 96
STC 11000 97
STC 13000 97
STC 16000 98
Stormceptor Design Summary- 1/2 Rjnkgr
:
MATERIALSTM i
Stormceptor
Particle Size Distribution
Removing silt particles from runoff ensures that the majority of the pollutants,such as hydrocarbons and heavy
Metals that adhere to tine particles,are not discharged into our natural water courses. The table below lists the
particle size distribution used to define the annual TSS removal.
Fine or anics silts and sand
Specific Settling Specific Settling
Particle Size Distribution Gravity Velocity Particle Size Distribution Gravity Velocity
m % ft/s PM % ft/s
20 20 1.3 0.0013
60 20 1.8 0.0051
150 20 2.2 0.0354
400 20 2.65 0.2123
2000 20 2.65 0.9417
Stormceptor Design Notes
+ Stormceptor perforrnance estimates are based on simulations using PCSWMM for Stormceptor.
• Design estimates listed are only representative of specific project requirements based on total suspended
solids(TSS)removal.
• Only the STC 450i is adaptable to function with a catch basin inlet and/or,inline pipes:
• Only the Stormceptor models STC 450i to STC 7200 may accommodate multiple inlet pipes.
• `Inlet and outlet invert elevation differences are as follows:
Inlet and Outlet Pipe Invert Elevations Differences'
Inlet Pipe Configuration STC 4501 STC 900 to STC STC 11000 to
7200 STC 16000
Single inlet pipe 3 in 1 in. 3 in.
Multiple inlet pipes .3 in. 3 in. Only one inlet
Pipe.,
• Design estimates are based on stable site conditions only,after construction is completed.
• Design estimates assume that the storm drain is not submerged.during zero flows. For submerged„
applications,please contact your local Stormceptor representative.
• Design estimates may be modified for specific spills controls. Please contact your local Stormceptor
representative for further assistance.
• For pricing inquiries or assistance,please contact Rinker Materials 1 (800)909-7763
www.dnkerstormceptor.com
Stormceptor Design Summary-2/2
MATERIFILS��"�'"'•.
NAME: Bruce A. Maneeley Real Estate LLC
LOCATION: 136 Commerce Way
TYPE OF PROJECT: Commercial Building
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.
X 1. Site plan of the property(per Section 8 of the Zoning Regulations)
X 2. Architectural elevations of the proposed building(s)
X 3. Types, styles and colors of building materials, exterior facades and facing, and fenestrations
(samples suggested)
>L 4. Special architectural features(if applicable)
�- 5. Colors,materials, and location of lighting
X 6. Design of signs
g -7. Mechanical hardware proposed on or around the building and roof, including trash compactor,
and auxiliary storage areas
X 8. Landscape plan indicating location, types, sizes, and quantities of proposed plant materials
X 9. Lighting plans (including an isolux diagram)
All of t 'Aaboe-required information/materials have been provided.
A.
Signature Date
Please be aware that missing information or incomplete information may result in a delay in action by the
Committee on this application.
November 16,2000
DESCRIPTION
MCGRAW-EDISON
The Cirrus Wall Sconce cutoff wall luminaire makes an ideal complement to
site design.U.L.Listed and CSA Certified for wet locations in down mount catalog
applications and damp locations in up mounted applications.
Rugged construction and full cutoff classified optics provide facade and Project
security lighting for light restricted zones surrounding schools,office r
complexes,apartments,and recreational facilities. Comments
"6. 4
SPECIFICATION FEATURES
A...Housing D...Ballast F...Finish
The housing is a two-piece design HID luminaires supplied with high Durable polyester powder coat
of die-cast aluminum for precise power factor ballast with Class H finish.Standard color is bronze.
control of tolerances and insulation.Minimum starting Optional white and black colors
repeatability. temperatures are-40°C(-40°F)for available.Other finish colors
HPS and-30°C(-22°F)for MH. available.Consult your Cooper
B...Mounting Compact Fluorescent luminaires Lighting Representative
asketed and zinc plated rigid steel feature electronic universal concerning special color --.
mounting attachment fits directly 120-277V high efficient 50/60Hz requirements. — -.
to 4"J-Box or wall with i
ballast with-18°C(0°F)minimum
"Hook-N-Lock"mechanism for starting.
quick installation.Secured with
two(2)captive corrosion resistant E...Door
black oxide coated allen head set Die-cast door features,1/8"heat-
screws concealed but accessible and impact-resistant clear riWs
from bottom, tempered glass lens mounted with
internal plated steel clips and CIRRUS
C...Optical Modules sealed with EPDM gasketing.
All optical modules utilizes high Hinged door secured in place via WALL SCONCE
performance 95%reflective sheet. two(2)captive fasteners.
Strong Type II optical module is
standard. 50-175W
A B C D E F High Pressure Sodium
Metal Halide
26.52 W
Compact Fluorescent
FULL CUTOFF
WALL MOUNT LUMINAIRE
I
f ..
i
7"
1178mml
TECHNICAL DATA
25`C Maximum Ambient Temperature
External Supply Wiring 90"C Minimum
Down Mounted—Wet Location
Location
18'4571nm1— l�9"1229mm1 Up Mounted—Damp Lotion
�
ENERGY DATA
II High Reactance Ballast Input Watts
� t�` 50W HPS HPF(66 Watts)
CROMPLIANT FIC o 50W MH HPF(72 Watts)
70W HPS HPF(91 Watts)
In downlight applications only. 70W MH HPF(90 Watts)
HOOK-N-LOCK MOUNTING(Mounting attachment included.J-Box not included.) 10OW HPS HPF(130 watts)
100W MH HPF(129 Watts)
150W HPS HPF(190 Watts)
150W MH HPF(185 Watts)
CWA Ballast Input Watts
175W MH HPF(210 Watts)
00 0 Electronic Ballast input Watts
I�L i 26W PL HPF(29 Watts)
Pit 0 0 32W PL HPF(36 Watts)
0
0 42W PL HPF(46 Wafts)
52W PL HPF(55 Watts)
d 0 0
SHIPPING DATA ysrsy+
Approximate Not Weight: `
18 lbs.i8 kgs.) r '`
°6aTo
1130111irm Lighting Specifications and Dimensions subject to change without notice. ADHO60833
www.cooperlighting.com Consult your representative for additional options and finishes. 03/27/2007.2:19:45 PM
as
PHOTOMETRICS(Complete IES files available at www.cooperlighting.com) CWS CIRRUS WALL SCONCE
8 8
Footcandle Table
7 7 Select mounting height and read across for footcandle
values of each isofootcandle line.Distance in units of
6 6 mounting height.
Mounting Fotrtcandle Values for
_Height Isofootcancle Lines
A B C D E
10, 4.50 2.25 1.13 0.45 0.23
4 4 15 2.00 1.00 0.50 0.20 0.10
20' 1.12 0.56 0.28 0.11 0.06
3 3
2 2
1 t
A BC D E 0 ABC D E 0
4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4
CWS-175-MH-MT CWS-150-HPS-MT
175-Watt MH 150-Watt HPS
14,000-Lumen Clear Lamp 16,000-Lumen Clear Lamp
ORDERING INFORMATION
Sample Number:CWS-150-MH-MT-2S-BK _
�;__] I L 1 11 , =1 I I
Product Family Lamp Wattage Lamp Type Distribution Options°
CWS-Cirrus Wall Sconce HM 1 MH-Metal Halide 2S°Type II Segmented F-Single Fuse(120,277 or 347V)
80.50W2 HPS-High Pressure Sodium UPL10.10%Uplight FF-Double Fuse(208,240 or 480V)
70.70W3 CF-Compact Fluorescent UPL50.50%Uplight p-Button Type Photocontrol(Specify Voltage)
100-100W TR-Tamper Resistant Screw(Door and Mounting Plate)
150.150W Voltage° Color L-Lamp Includede
175.175W 120.120V - Ap-Grey Q-Quartz Restrike T4 Lamp10,1'.12,13
Cortmeat Fluorescent 208-208V BZ-Bronze EM-Emergency Quartz Restrike T4 Lamp w/Time Delay Relayto,11,12.13
26.26W 240.240V BK-Black EMI40-XXX-CFL Cold Weather Emergency Battery Pack(Must 14,1s,a
32.32W 277.277V WH-White Specify 120V or 277V)
42.42W 480.480V DP-Dark Platinum CF/EM-XXX-Emergency Battery Pack(Must Specify 120V or 277V)14.te,s
52-(2)26W4.6 DT-Dual-Taps GM-Graphite Metallic QMR-Quartz Restrike MR16 Lamp12.13.17
MT-Multi-Tap7 EMMR-Emergency Quartz Restrike MR16 Lamp w/Time Delay 12.13•17
TT-Triple-Tap7 Relay
EM/SC-Emergency Separate Circuit T4 Lamp'1.Is,16
MC/MR:Emergency Separate Circuit MR16 Lampm 1s
EM/SC/12V-Emergency Separate Circuit(12V)16
2EM/SC/12V-(2)Emergency Separate Circuit MR16 Lamps(12V)16
Not":i All lamps am msdium-base.
2 Available only in 120 or 277V and Dual-Tap.
3 Not available in 480V.
4 (2)26W quad tube lamps only.
5 Not available with upright option.
5 Product also available In non-US voltages and 60Hz for international markets.Consult factory for availability and ordering Information.
7 Dual-Tap ballast is 120/277V wired 277V.Multi-Tap ballast is 120/208/240/277V wired 277V.Triple-Tap ballast Is 120/277/347V wired 347V.
9 Add as suffix in the order shown.
9 Lamp is shipped separate fromluminaire.Lamp is Cooper designated product based on luminaire requirements.Specified lamps must be ordered as aseparate line item.
10 The power might need to cycle and allow HID lamp to cool in warm climates.Available up to 176W HID.
11 For use with T4 double contact bayonet base,100W maximum,120V halogen lamp by others.
12 Lamps wired to quartz restrike relay.
13 Not available with CFL. -
14 Battery will operate up to 52W CFL lamp for 90 minutes.
15 CF lamps only,rated for minimum temperature of 0°F(.18-C),52W CFL maximum,heater rated for 30OW with thermostat control.
16 CF lamps only,rated for minimum temperature of 32-F(WC),52W CFL maximum.
17 For use withMRt6,GU10 base,60W maximum,120V halogen lamp by others.
1s Leads run out back for connection to auxiliary 120V circuit.
19 Supplied with 12V Bi-pin socket for connection to emergency battery pack(supplied by others).For use with MR16,GUM base,35W maximum,12V halogen lamp by others.
COOPER Lighting Specifications and Dimensions subject to change without notice. ADH060833
www.cooperlighting.com McGraw-Edison 4 Customer First Center a 1121 Highway 74 South 4 Peachtree City,GA 30269 4 TEL 770.486.4800•FAX 770.486.4601 03/27/2007 2:19:45 PM
Coo P%7
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
soR•C0 TELEPHONE (860) 644-2511
March 30,2008
JR Russo &Associates
Timothy Coon
1 Shoham Road
East Windsor CT 06088
To Whom It May Concern:
Re:. Preconstruction Meeting-Appl#08-09P,Maneeley's Real Estate
March 25,2008
IN ATTENDANCE
Michele Lipe TOSW 644-2511 x253
Bernie Drabeck TOSW 644-2511 x 241
Jeff Folger TOSW 644-2511 x 229
Jeff boo flit. TOSW 644-2511 x 245
Everette Skinner The Barn Yard860-896-0636
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 Merations in
each area and maintained/cleaned out during construction. Call Jeffrey Folger,Environmental Planner
for inspection when measures are in place, prior to commencement of site work or if any
problems/concerns arise during construction.
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 Commerce Way Calcium chloride or water is to be used for dust control
as required.
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 with inspections and testing per Developers Checklist for the following:
a. After site is staked out
b. All drainage work
3. Certification of gravel used as subbase and processed stone for base will be required from an
approved testing company
4. An As-built must be submitted with a $ 35 certificate of occupancy inspection fee to engineer
prior to installation.
5. 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.
6. Two (2) weeks' notice must be given prior to placing the finish pavement course. This is to
allow.for inspection and correction measures (of necessary) of the infrastructure, prior to final
pavement.
7. Applicant/developer should be aware that the inspection of the infrastructure improvements may
result in the replacement of structure tops and/or structures prior to final paving if found to be
deficient.
8. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation.
9. Progress As Built Plans may be submitted to the Town Engineer for approval prior to paving and
after subgrade formation.
10.As built plans are to include horizontal and vertical location of all underdrains, footing drains,
and sanitary sewers and house service laterals located as per revised as-built checklist.
11. All pipe and structures to be backflled 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.
12. Any problems and/or questions regarding construction of this project will be directed to Everett
Skinner in the field at phone 896-0636.
13. All filling to be done in accordance with Department of Transportation specifications. To be
compacted in maximum lifts and tested as necessary.
14. Job meetings will be held as needed, and can be called by the developer or Town.
15. Seventy-two (72)hours' notice needed for certificate of occupancy inspection.
r
16. 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.
17.Normal hours of operation 7:00 a.m.—5:00 p.m., no work on Sunday.
18.No paving after October 15 or before April 15 without written approval from Director of Public
Works.
19.Any unfinished site work will be bonded with the Town prior to issuance of a certificate of
occupancy.
20. A street cut permit is needed for the new driveway and water line installation and storm
disconnection.
21.A drain layers permit is needed to install the sewer lateral and man how in the street.
22. Extra care must be taken when compacting around structures such as catch basins and manholes.
These spots often become problem areas in the future due to settling, therefore, the town
staff/inspectors will be requesting additional compaction tests in these areas.
23. Sanitary lateral locations should be tied down to existing structures and shown on the as builts.
24. During construction of individual sanitary sewer 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. 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 submitted for review prior to filing of mylars.
SNET/NU
1. Contact utilities for coordination of utilities connection.
Fire Marshal
1. Blasting(if required)to be coordinated with the Fire Marshal.
r
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.
Sincerely,
Michele R. Lipe,AICP
Assistant Director of Planning
MRL/ma
cc: Jeffrey Doolittle,Town Engineer
Bernie Drabek, Engineering Inspector
Karl Reichle, Public Works
Christopher Dougan, Chief Building Official
Fred Shaw, Superintendent of Pollution Control
Walter Summers, Fire Marshal
CL&P
AT&T
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1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
SOR co � TELEPHONE (860) 644-2511
CERTIFIED MAIL 7007 1490 0000 3753 7355
February 28, 2008
JR Russo &Associates
Timothy Coon
1 Shoham Road
East Windsor Ct
Dear Mr. Coon:
Re: Appl 08-09 Maneeley Real Estate Site Plan
We are pleased to advise you that the Planning & Zoning Commission voted on February 26, 2008 to approve
with modifications the above referenced application for a Site Plan of Development.
This approval is for an industrial building on property located at 136 Commerce Way, I zone, as shown on plans
prepared by JR Russo & Associates, dated 2/5/08, 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. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation
Commission.
4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning
Regulations.
5. A landscape bond in the amount of$5,000 is required and must be submitted prior to filing of mylars.
6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of
South Windsor.
7. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water
Pollution Control Authority.
8. The building street number must be included on the final plan.
9. Pavement markings must be maintained in good condition throughout the site drives and parking areas.
10. A note must be added to the plans that there are no floor drains inside the building or near the garage doors.
Black and white transparent mylars of Sheet 3 with the above modifications, together with three blueprint
copies of the entire set of plans (including architectural elevations and landscaping plans) must be submitted to
this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well
as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars.
After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the
Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department.
Sincerely,
Patrick Kennedy, Chairm
Planning and Zoning Commission
PK/dma
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
COPY
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�- x F /ICI►T.111'L ��t�L[.�2 G C '
_. we 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
f�OSOR-co TELEPHONE (860) 644-2511
August 1, 2008
JR Russo&Associates
Timothy Coon
1 Shoham Road
East Windsor CT 06088
To Whom It May Concern:
Re: Preconstruction Meeting—Appl. #08-09P,Maneeley's Real Estate
July 31,2008
IN ATTENDANCE
Michele Lipe TOSW 644-2511 x253
Bernie Drabeck TOSW 644-2511 x 241
Jeff Folger TOSW 644-2511 x 229
Jeff Forger TOSW 644-2511 x 245
Tim Starr New England Building 209-0890
The following is a brief summary of points discussed during the meeting:
Erosion and Sedimentation Control
1. All erosion and sedimentation control measures are to be in place prior to earth movin�berations in
each area and maintained/cleaned out during construction. Call Jeffrey Folger,Environmental Planner
for inspection when measures are in place, prior to commencement of site work or if any
problems/concerns arise during construction.
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 Commerce Way Calcium chloride or water is to be used for dust control
as required.
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 with inspections and testing per Developers Checklist for the following:
a. After site is staked out
b. All drainage work
3. Certification of gravel used as subbase and processed stone for base will be required from an
approved testing company
4. An As-built must be submitted with a $ 35 certificate of occupancy inspection fee to engineer
prior to installation.
5. 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.
6. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation.
7. As built plans are to include horizontal and vertical location of all underdrains, footing drains,
and sanitary sewers and house service laterals located as per revised as-built checklist.
8. 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.
9. Any problems and/or questions regarding construction of this project will be directed to Timothy
Starr in the field at phone 209-0890.
10. All filling to be done in accordance with Department of Transportation specifications. To be
compacted in maximum lifts and tested as necessary.
11. Job meetings will be held as needed, and can be called by the developer or Town.
12. Seventy-two (72)hours' notice needed for certificate of occupancy inspection.
13. 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.
14.Normal hours of operation 7:00 a.m.—5:00 p.m.,no work on Sunday.
15.No paving after October 15 or before April 15 without written approval from Director of Public
Works.
16.Any unfinished site work will be bonded with the Town prior to issuance of a certificate of
occupancy.
17. A street cut permit is needed for the new driveway and water line installation and storm
connection.
18.A drain layers permit is needed to install the sewer lateral and man hole in the street.
19. Extra care must be taken when compacting around structures such as catch basins and manholes.
These spots often become problem areas in the future due to settling, therefore, the town
staff/inspectors will be requesting additional compaction tests in these areas.
20. Sanitary lateral locations should be tied down to existing structures and shown on the as builts.
21 During construction for individual house lots, lot to lot drainage must be addressed with drainage
swales as necessary. For lawn establishment, town staff will be requiring erosion control
measures to be installed prior to the issue of the certificate of occupancy to ensure soil
stabilization. A detailed erosion control plan must be implemented and depicted on the plot plan
for review prior to the issuance of the building permit—most particularly on lots with extensive
grading
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.
SNET/NU
1. Contact utilities for coordination of utilities connection.
Fire Marshal
1. Blasting(if required)to be coordinated with the Fire Marshal.
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.
Sincerely,
JCL
Michele R. Lipe,AICP
Assistant Director of Planning
MRL/ma
cc: Jeffrey Doolittle,Town Engineer
Bernie Drabek,Engineering Inspector
Karl Reichle, Public Works
Christopher Dougan, Chief Building Official
Fred Shaw, Superintendent of Pollution Control
Walter Summers, Fire Marshal
CL&P
AT&T