HomeMy WebLinkAbout125 Bidwell Road 0,0 S<4
c TOWN OF SOUTH WINDSOR , CONNECTICUT
_ PLANNING AND ZONING COMMISSION
ti APPLICATION FORM
DSOR•Co��
Application No . :
Date Received : 03
Action/Public Hearing by : SEP 24 1991
Receipt No . :
South Windsor
INLAND WETLANDS AGENCY/
APPLICANT: o, fsCONSERVATION COMMISSION
ADDRESS : 107 TELEPHONE : 4
OWNER OF RECORD ON LAND RECORDS : 05� ,,F e --r-51
ADDRESS : 2 I g PeA5 s j--6A-4
COMPLETE LOCATION OF PROPERTY: 4o Ix>
Sflt! u.r--�s ZONE:
NAME, ADDRESS , & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE
DIRECTED:
07 CL-2 ' "if !ell'�0011• -yam'—'� �-� TELEPHONE • r7 —
THIS APPLICATION IS FOR : (Check one of the following)
I . Zone Change to (Public Hearing required ) .
2 . Subdivision .
3 . Open Space Subdivision (Public Hearing required) .
4 . Resubdivision (Public Hearing required) .
S . Special Exception to Article (Public Hearing Required) .
✓ 6. Site Plan
of Development .
7. Earth Filling [Section 101 and/or Earth Removal [ Section 9 ]
(Public Hearing Required) ,
8 . General Plan of Development .
9. Regulation Amendment : Zoning Subdivision
_10. Other (explain in detail ) :
CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE
SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN
TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED 0 ATTACHED CHE KLIST.
App icant Owner,
r
PLANNING AND ZONING COMMISSION
APPLICATION , CONT ' D .
TIME FRAMES AND PROCEDURES FOR SUBMITTING APPLICATIONS/PLANS
1 . All prospective applicants are urged to confer with Town Planning
Department and Engineering Department staff prior to submission of any
application to the Commission .
2 . Plans are officially received only on the fourth Tuesday of each month
at the Regular Meeting of the Planning & Zoning Commission ( PZC) .
3 . Three ( 3) sets of blueprints are required on the , s�econd Tuesday of the
month for review by the Town Planning and Engineering Departments .
This deadline must be met if you want to ensure that your application
is officially received by PZC .
These plans must be submitted as complete plans -- which includes
application plus all required information contained on checklist . No
plans will be accepted at the counter if checklist is incomplete . It
is the applicant ' s responsibility to ensure that all information
required on the checklist is submitted in one package at the time of
submission -- including landscaping plans , architectural elevations ,
traffic report , etc . Planning Department staff will not accept
checklists with blank spaces , or with "by others" in any space .
4. Town staff will notify the applicant with any changes required to make
the plans in complete compliance with our Zoning/Subdivision
Regulations .
S . All changes requested must be made and new , complete blueprints must
be submitted . At this time six sets of plans must be submitted . If a
Public Hearing is required ( or optional but likely) then seven sets
are required .
6 . Planning Department /Engineering Department staff will review plans
only once -- if the resubmissions are not complete/correct , the Town
Planner ' s report will reflect that revisions were not made as
requested .
TOWN OF SORTS WINDSOR SEP 24 1991
CHSCKL ST South Windsor
REQUIRED INFORMATION INLAND WETLANDS AGENCY1
SITE PLANS CONSERVATION COMMISSKM
APPLICANTizp-+-;�
PROJECT NAME p--/E -era t>
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 supplies .
1 . On each sheet for plans or maps, title block with th
following information: e
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 Ma An
r overall map drawn to a scale of 1 inch equals
200 feet, which can be used as an overlay on Metropolitan
District Maps. 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.
b. Layout of buildings
g
C. Layout of streets and parking.
d. Lines indicating proposed drainage system with
direction arrows .
e. Lines indicating sanitary sewer system with direction
arrows .
f . Names of surrounding
owners .
g. Proposed open spaces and recreation areas .
Nh h. Driveway cuts on surrounding properties .
3 . Architectural Elevations : Plans of the proposed buildings
drawn' to a scale of 1/8" = 1 ' - 0" showing the elevations
of all sides of the proposed buildings in sufficient
detail to show architectural styling.
Architect' s seal on elevations for buildings in excess of
5000 square feet (per CGS Chapter 390 ) .
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
stations, curve data, and parking spaces .
C. Building lines in accordance with zoning regulations.
d. Proposed buildings and other structures, including
signs, outside lighting, and dumpsters (on concrete
pad and screened)
e . Easements, noting grantors, grantees, and ,purpose.
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. In areas accessible to Metropolitan
District Commission points, or other coordinated
points, the monumented points within proposed site
shall be coordinated. These coordinates shall appear
in tabular form on the plot plan. The accessibility
of these MDC points shall be determined by the Town
Engineer.
A h. All open space or other common or public land uses
shall be indicated.
i . A-2 certification; P.E. /L.S . Seal .
5 . Topographic Map: A map drawn to a scale of 1 inch to 40
feet on sheets not exceeding 24 inches by 36 inches,
including ruled margins shall in addition to the
requirements of the plot plans show the following:
a . All existing and proposed buildings .
'� b. Curb lines and pavement width, sidewalks .
C . Existing and proposed sanitary sewers .
/ d. Existingand
proposed water and gas main systems .
e. Present wooded area indicated by foliage lines . -
Any individual trees to be saved should be shown.
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 .
g. Regulated wetlands and 100-year f loodplain or note
that none are present.
h. Proposed storm drainage system, showingall
catch
basins, endwalls, manholes, lengths and sizes of
pipes . (Maximum distance between catch basins shall
be 300 feet and minimum size of storm drain lines
shall be 15 inches . )
KQA i . Connections of all springs into proposed storm
drainage system as needed.
#jA. _ J . Location and indications of existing brook channels,
and 100-year flood limits .
k. A-2 Certification; P. E. /L.S, Seal .
6 . Landscaping plan.
7 . Drainage calculations - Zero Runoff Incre
guidelines . ase per attached
ILIA 8 . Traffic report.
9 . 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:
NA a. Layout of streets in sections coordinated by stations
with the profile.
-N�_ b. Street plan showing roadways and drainage.
N_ C. Sight line at driveway & street intersectionsNA .
d. Profile of roadway showing existing and finished
grades . Roadway profile will show all tangent grade
and all vertical curve information.
"aA e. Profile will show all catch basins and all drainage
lines between catch basins with all invert and top of
frame elevations . Drainage lines will be shown and
described as to material .
,.►A f . Where any storm drainage line discharges into an
existing brook sufficient profile of this brook will
be shown to determine conditions .
g. Metropolitan District Commission 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 .
tit,- h. Profiles shall show all sanitary sewer lines and
manholes , including elevations, sizes, lengths, and
slopes of pipes . Top of foundation elevations for
building shall be shown.
L4A,- 10 . 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.
IU'1ti 11 . 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; the report should deal
with the area as a whole, discussing the following points:
a . General nature and development of surrounding area.
b. Topography and natural drainage pattern.
C. Subsurface conditions as shown by subsurface
investigation, including soil absorption
characteristics, ground water level conditions, ledge
rock, and general nature of soil .
d. General description of type of development
contemplated.
e. Detailed description of proposed sanitary sewage
disposal facilities, indicating sizes for various
ground conditions, materials to be used, and the
general layout pattern to be used, etc.
f . Special precautions that may be necessary to provide
proper functioning of the proposed disposal systems .
g. Map of general area with locations of all tests shown
on proposed layout.
h. Flood heights of any nearby streams, brooks, or
rivers .
A -
i . Test results and engineering evaluation per Section
4 . 13 . 5 .
All information required above is included in this application at the
time of submission.
1UN PREPARER (P.E. /L.S . ) DATE
November, 1987
EAST COAST STAIRS
Key Map
- must be in accordance with Sec. 8 . 1 . 2 . 1
Zoning Table
- parking regulation - the regulation reads "1 space per 700 Sq
Ft of GFA or 2/3 employees for the largest shift (whichever is
larger) " - according to our calculations that would mean 13
spaces were required for the industrial part of the building (not
8 as shown through the employee figure because you must take the
larger of the two figures) therefore requiring 26 spaces
Plot/Topo Plan
- dimension must be shown from street line to corner of building
to demonstrate that it meets the 35' setback requirement
- what kind of screening is proposed around the dumpster pad?
- the sanitary easement should be defined as to grantor and
grantee
Landscaping Plan
- has there been any consideration given for providing
landscaping along the northerly side of the building?
WPCA
WPCA approval is not required. There should be no paved surfaces
or storm drainage structures within sewer easement. What is the
depth of the sewer in the area of the drainage structure? What
is the intended use of the building; will there be any process
industrial discharge to the sewer. If so, a DEP discharge permit
must be required. Please advise the Collector of Revenue as to
the final approved size (acreage) of development for purposes of
sewer assessment calculations .
EAST COAST STAIRS
1 . AFd,,
tion for a 15,000 square foot industrial building
l o4. the northerly end of the cul de sac on Bidwell
R zone. /
2 . Proposed building area is 23%; 50% allowed. Proposed
impervious coverage is 63%;65% allowed. Under our parking
regulations, the requirement is 4 1/2 . space per 1000 sq ft
of office and 1 space for each 700 sq ft of industrial/
manufacturing. The applicant is showing 26 spaces required
however, I only count 24 spaces on the plan. In addition,
3 of the spaces up close to the building are only 9 ' X 18'
in size. Is this a drafting error? or are you requesting
to have smaller spaces? Also, we would like to see a
breakdown of the sq ftage of office versus industrial.
3 . There are no regulated wetlands, watercourses, or 100 year
floodplain on the site. Conservation plan approval is
required and the applicant in �.��was— f=n �� IWA/CC last s /
night. klj
4 . There is public water and sewer which services the site.
WPCA approval is not required. Fred Shaw, Sup't of WPC has
questioned the depth of the sewer in the area of the
drainage structure. He also stated that if there will be
any process which will discharge any industrial waste into
the sewer, a DEP discharge permit will be required. The
Collector of Revenue should be advised as to the final
approved size and developed acreage for the purposes of
sewer assessment calculations .
5 . A dumpster has been shown on a concrete pad an will be
screened by a six foot high wooden fence.
There is very little existing vegetation ,on the site. The
landscaping plan proposed shows white pines around the
detention area; red maples around the perimeter of the
site; and three bermed islands in the front of the site
with azaleas, white dogwood and rhodendrons proposed. This
sight is somewhat difficult to add additional landscaping
to because of the existing sanitary sewer easement which
runs the perimeter of north and east sides of the site.
6 . The Architectural and Design Review Board has reviewed
these plans (twice) and are satisfied with the
architectural style and materials being proposed.
If this application is approved, the planning department has the
following modifications to request:
-The key map should show property owners within 500 ft of the
property (across Rte 5) ; should show sanitary sewer arrows; north
arrow on the key map
-Parking formula and spaces shown should be reconciled with
breakdown of the formula.
-the grantor/grantee of the sanitary sewer easement must be
identified on the plans
STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN (rev. 2/7/89)
PROJECT Giz-4- 04_� JL,ma APPL. NO. q/- yaIO
ENGINEER/ARCHITECT s PROJ. NO.
NO. - DATE °�f 1( ��I REV. DATE 101311,
DWG ►i�„ ���
SUBMIT MYLARS OF SHEETS . . . off- A a
1 . Prior to commencement of any site work, a meeting must be held
with Town Staff .
2. No building permits 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, including a bond
in the amount of $ C-w •
4 . An as-built plan is required prior to issuance of a C rtificate
of Occupancy per Section 4 . 13 . 10 of the Zoning Regulations.
5 . Footing drains are required if the building has a basem nt:
6 . A landscape bond in the amount of $ 3 v is required and
must be submitted prior to filing of ylars.
7 . All plans used in the field by the developer must bear th stamp
and authorized signature of the Town of South Windsor.
Black and white transparent mylars of Sheets with the above
modifications, together with three blueprint copies of the entire set of plans
must be submitted to this Commission within 30 days to be stamped and signed.
Th letters of approval of this Commission, as well as the Inland W tlands
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 within 90 days . After filing
thes plans, a copy of the receipt must be submitted to the Planning
D artment. r
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PDS ENGINEERING & CONSTRUCTION, INC.O LJEUTE�D O� T�Q ��rrII e
Old Windsor Road ROOM DUMQ.
BLOOMFIELD, CONNECTICUT 06002
(203) 242-8586 DAT/O_z_p/ JOB No
FAX (203) 242-8587 ATTENTION
�� RE
TO o ,y o F \A.11t..l J5 a
> WE ARE SENDING YOU Attached ❑ Under separate cover via the following items:
❑ Shop drawings 0 Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES �y DATE C NO. DESCRIPTION
3
OCT 2 1991
Soutij Windsor
THESE 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
$4or review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
�4 16--�SiJ 4_77S
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COPY TO
SIGNED:,
PRODOCT2aa2 a Inc,Gr*n,A1m 01471 If enclosures are not as n ted, kindly notify us at once.
LETTER OF TRANSMITTAL
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PLANNING DEPARTMENT i
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVE.
SOUTH WINDSOR, CT 06074 10
(203) 644-2511 Date �1
TO:
6
G cop
a .r
WE ARE SENDING YOU: L A
0 P&Z initial plans Q omps
0 P&Z final plans 0 Bond estimate requests
O Inland Wetlands plans 0 Bond reduction requests
O Final plans for filing O Change order form
0 Oth r C:3 Correspondence
Copi s App. No. Project
- y
THESE ARE TRANSMITTED as checked below:
O For review and comment 0 For your file
0 For your use 0 Returned with revisions
O As requested
0 Oth r
S or 7"-r GG� /0/Z y
PLEASE RETURN/COMMENT BY:
COMMENTS:
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OCT 18 1991
South Windsor
Planning & Zosing Commission
DRAINAGE STUDY
EAST COAST STAIR
BIDWELL ROAD
SOUTH WINDSOR, CT
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, �R-55 STORAGE VOLUME FOR DETEN [ION BASINS VERSION 1 . 11
Project : EAST COAST STAIRS User: DAVE Date: 10-18-91
County : HARTFORD State: CT Checked: Date:
Subtitle: 3OUTH WINDSOR, CT . DETENTION BASIN SIZlNG
Drainage Area: 1 ' 5 Acres Rainfall Frequency: 25 years
Rainfall -Type: lII
Runoff : 4. 1 inches
Peak Inflow: 6. 64 cfs
Peak OuLflow: . 8 cfs
Detention Basin Storage Volume: 2. 21 inches or 0. 3 acre feet
October 21, 1991
M E M O R A N D U M
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer '
RE: East Coast Stair Site Plan
We have reviewed the drawings dated 9-16-91 and drainage study
received on October 18, 1991 for the proposed East Coast Stair site
plan and have the following comments:
Drainage Study
1 . Please have applicant provide drainage area map
2 . Design indicates that pipe sizes should be increased.
3 . Detention Analysis
a. Analysis is for 25 year storm - 100 year storm should be
analyzed.
b. Analysis indicates "peak outflow = 0. 8 cfs" . Drawings do
not show an outlet. If this is to mean percolation, we
need to see results of percolation tests and analysis .
c. Analysis does not indicate volume required versus volume
proposed.
Key Map
1 . Not all properties within 500 feet of proposed site are
identified (properties across Route 5)
2 . Items #2b, 2c, 2d, 2e & 2h of the Town of South Windsor
Checklist have not been addressed.
Site Plan
1 . A-2 Certification is required.
2 . The two entrance driveways are shown on a 1 on 6 slope
(17%+) .
3 . Radius of entrance driveways not indicated.
4 . The parking area south of the building does not indicate the
proposed 1171" and "72" contours necessary to grade the area.
Ms . Marcia A. Banach Page 2 .
October 21 , 1991
5 . The retaining wall at the easterly corner of the building
creates a pavement grading of a 20% slope along the easterly
side of the building.
6 . A spot elevation of 71 . 5 is proposed at the easterly end of
the parking lot. This appears to be a low point with no
means of draining storm water.
7 . Pavement is proposed over a sanitary sewer easement.
8 . An existing sanitary manhole near the south east corner of
the property is not shown. This is proposed in the pavement
area - please have this shown and the top of frame elevation
identified.
9 . Sanitary sewer easement is shown. Is it existing? To whom
is this easement granted?
10 . Minimum cover over the top of storm pipes should be 2'-011 .
11 . The detention pond is shown encroaching substantially onto
the sanitary sewer easement. This should be corrected.
12 . Length and slope of pipe from oil separator to detention pond
should be identified.
13 . New sanitary manhole should indicate top of frame elevation
and invert.
14 . The new sanitary pipe from building to new manhole should
indicate length, slope and inverts .
15 . 6" PVC is shown along south side of building. Please have
applicant indicate length, slope and inverts of pipe.
16 . There is another Site Plan, sheet 2 of 4, attached to the
package of drawings received.
a. This plan should be re-numbered.
b. This plan indicates test pit data for the site. The test
pit information in the detention area would apparently
preclude this area for a detention basin - sand & water
active at 7 1/2 feet. (The proposed basin has a 71+ cut
proposed. )
c. Plan indicates that the perc rate for the detention basin
area was "2 1/2 min. /in. " At what depth below existing
grade was this observed?
Ms . Marcia A. Banach Page 3 .
October 21, 1991
Site Detail
1 . Details required for: Handicap (pedestrian) ramp, plunge
pool, storm pipe trench, oil separator, curb, retaining wall,
concrete pad.
2 . Concrete walk detail needs to indicate expansion joint
spacing at 15 ' on center.
3 . Toe wall 42" deep is required under the concrete flared end.
4 . Detail for precast galley is shown. Where are these to be
placed?
Map Showing Land Owned by Krysinski
1 . This should be labeled and numbered consistent with the rest
of the drawings .
2 . Easement shown should indicate to whom they are in favor of .
JCl/jsv
cc: Michael J. Gantick, Director of Public Works
w N aE4
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
!�°SOR•co� AREA CODE 203/644-2511
October 21, 1991
TO: Elizabeth A. Warren, Chairman, IWA/CC
FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer � .
Re: Application #91-42P, East Coast Stair Company
DOCUMENTS REVIEWED: Application form and Site Plan for East Coast
Stair Company
COMMENTS:
1 . This plan is being submitted for conservation plan approval .
Note #2 on sheet #2 of 4 states, "there are no wetlands on
this site. ,, Soil type(s) should be identified on the plans .
Except for a cluster of young maples in the easterly portion
of the lot, this site is currently barren and sandy in
appearance.
2 . The primary concerns with the development of this site are the
potential for wind erosion and silting of the existing and
proposed storm system. The potential for wind erosion does
not appear to be adequately addressed on the plans .
Additional notes should be included for the control of dust
and wind blown sand.
3 . The plans should include a statement indicating all disturbed
areas will be dressed with a minimum of 4" of topsoil before
permanent seeding is accomplished on the site.
4 . Oil separators are shown but a detail has not been provided.
A detail should be added.
5 . Drainage calculations should be submitted with this
application. They are proposing an on site retention system.
The retention basin should be labeled as such.
6 . The rip-rap channel detail, on sheet #3 of 4, indicates a pond
bottom elevation of 63 . 00. The contours on sheet #2 of 4
indicates an elevation of 65 . 00. This should be clarified.
7 . The test pits dug in the area of the proposed basin indicates
a very sandy soil . The proposed slopes for the basin are
going to be very difficult to stabilize. Additional detail
should
Elizabeth A. Warren Page Two October 21, 1991
Application #91-42P
be provided for the construction of the basin to include
appropriate topsoil and seeding.
8 . The application form does not indicate that abutting property
owners have been notified that an application is pending.
This must be done and a copy of the notification letter, and a
list of the names of the abutters, should be submitted to the
Agency.
9 . It would seem that the northerly outlet into the basin should
have an angle designed into it to align it with the proposed
contours in the basin. It currently is shown discharging
across the slopes .
10 . A sequence of construction, or narrative, should be provided
on the plans .
11 . Details have been provided, on sheet #3 of 4, for a precast
galley system. It is unclear as to where this will be used.
If it is not intended the detail should be excluded.
12 . Seeding mixtures, pounds per acre, and seeding dates should be
provided on the plans for temporary and permanent vegetation.
They should consider using a low maintenance grass, or
alternate type of vegetation, in the proposed retention basin.
(Chapter 6 of Guidelines for Soil Erosion and Sediment Control
- CT should be utilized in determining vegetation for the
site. )
13 . The applicant should attempt to protect and save some of the
existing young maples in the easterly portion of the site. If
this is possible, tree protection should be shown on the plans
and the trees to remain should be identified on the plans .
IF APPROVAL IS CONSIDERED, SUGGESTED APPROVAL CONDITIONS INCLUDE:
1 . Soil type(s) shall be identified on the plans .
2 . Additional notes shall be included on the plans for the
control of dust and wind blown sand.
3 . A note shall be added to the plans stating all disturbed areas
will be dressed with a minimum of 4" of topsoil before
permanent seeding is accomplished on the site.
4 . A detail shall be provided on the plans for the proposed oil
separators .
Elizabeth A. Warren Page Three October 21, 1991
Application #91-42P
5 . Drainage calculations shall be submitted.
6 . The proposed retention basin shall be labeled on the plans .
7 . The proposed bottom elevation for the basin shall be
consistent on the plans and in the details .
8 . The northerly outlet into the basin shall be aligned so it
discharges down the proposed contours, not across .
9 . A sequence of construction, or narrative, shall be provided on
the plans .
10 . Seeding mixtures, pounds per acre, and seeding dates shall be
provided on the plans for temporary and permanent vegetation.
11 . Tree protection shall be shown on the plans for the young
maples in the easterly portion of the site. Trees to remain
shall be identified on the plans .
JEM/pmm
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w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
Soe•coN� AREA CODE 203/644-2511
Ocotber 22, 1991
Mr. Frank Borawski
PDS Engineering
107 Old Windsor Road
Bloomfield, CT 06002
Re: App. #91-42P, East Coast Stairs
Dear Mr. Borawski:
Attached is a copy of comments from the Planning and Engineering
Departments regarding the above-referenced application. Please
make the necessary revisions to the plans and submit 6 complete
sets to the Planning Department.
If you have any questions regarding the comments or the
procedure, please contact me.
Very truly yours,
Marcia A. Banachl
Director of Planning
cc: Jerry Iazzetta, Town Engineer
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
TO: Jean Zurbrigen, Karl hle, Michael Gantick, Mel Stead,
Fred Shaw, Sgt.� G�aidewiFire Marshall Lanning, James
Snow
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received lans for the
following project: # - 2
Zone Acreage I, '� t a,,
Subdivision Site Plan „ Residential
No. of Lots/Units
Commercial Industrial _
Location:
Project Description: Cc1t,.it ,�
Future Town-owned property involved? Yes No
(a) new streets (existing frontage also)
(b) new open space/recreation area
active passive_
(c) new detention area
Planning Department comments
IA4 OoLbEMC /F 1107- ?W&JTLV 6K1'fnk1&.
Please let me know by I ��I I if you will have comments
on this application so that I can follow up with your department when
I do a Planning Department report. s
. fib\
PLANNING DEPARTMENT
-IN-HOUSE REFERRAL FORM
TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead,
Fred haw, Sgt. Gerald Lewis, Fire Marshall Lanning, James
w
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received lans for the
following project: #
Zone . Acreage
Subdivision Site Plan_ Residential
No. of Lots/Units
Commercial Industrial_
Location
Project Description: Cc1 ,uu1�.a� o�? 5 ,t,�t+L �ti �r ►--,
Future Town-owned property involved? Yes Now
(a) new streets (existing frontage also)
(b) new open space/recreation area
active passive_
(c) new detention area
Planning Department comments
Please let me know by ��1i if you will have comments
on this application so that I can follow up with your department when
I do a Planning Department report.
V
PLANNING DEPARTHEZU
IN-HOUSE REFERRAL FORM
TO: an igen, Karl Reichle, Michael Gantick, Mel Stead,
Fred Shaw, Sgt. Gerald Lewis, Fire Marshall Lanning, James
Snow
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received plans for the
following project: # l-q.?
zone—_ Acreage 1. ":� C�.c
Subdivision Site Plan_ Residential
No. of Lots/Units
Commercial Industrial _
C rr r
Location:
Project Description: Cil�, ,�_��.�¢c,n� �' T'z`L ✓1x,,Lt,,�:T-r
Future Town-owned property involved? Yes_ Now
(a) new streets (existing frontage also)_
(b) new open space/recreation area
active passive_
(c) new detention area —
Planning Department comments
Please let me know by '0I ���� I if you will have comments
on this application so that I can follow up with your department when
I do a Planning Department report.
Uv I"• C
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November 1, 1991
M E M O R A N D U M
TO: Marcia A. Banach, Director of Pl ning
FROM: Jerry C. Iazzetta, Town Engineer
RE: East Coast Stair Site Plan - #9 - 4P
We have reviewed the revised drawings dated 9-16-91, received October
24, 1991 for the proposed East Coast Stair site plan and have the
f of lowing comments:
Drainage Study
1 . Please have applicant provide drainage area map. (Both pre
and post development. )
2 . Design indicates that pipe sizes should be increased.
3 . Detention Analysis
a. Analysis is for 25 year storm - 100 year storm should be
analyzed.
b. Analysis indicates "peak outflow = 0 . 8 cfs" . Drawings do
not show an outlet. If this is to mean percolation, we
need to see results of percolation tests and analysis.
c. Analysis does not indicate volume required versus volume
proposed.
4 . The runoff coefficients appear to be too low. Calculation
should be shown for each.
5 . Pipe design from oil separator at sound end of retention
basin not shown.
Key Map
1 . Not all properties within 500 feet of proposed site are
identified (properties across Route 5)
2 . Items #2e & 2h of the Town of South Windsor Checklist have
not been addressed.
Site Plan
1 . A-2 Certification is required.
2 . The two entrance driveways are shown on a 1 on 6 slope
(17%+) .
Ms . Marcia A. Banach Page 2.
November 1, 1991
3 . The retaining wall at the easterly corner of the building
creates a pavement grading of 13% & 10% slope along the
easterly side of the building. This may create a problem for
vehicles .
4 . Pavement is proposed over a sanitary sewer easement.
5 . Sanitary sewer easement is shown. Is it existing? To whom
is this easement granted?
6 . Minimum cover over the top of storm pipes should be 2'-0" .
It is less than 1' in some locations .
7 . The detention pond North embankment is entirely in the
sanitary sewer easement. This should be corrected.
8 . New Sanitary manhole should indicate invert of existing pipe.
Will a drop inlet be required? If so it should be an outside
drop and a detail provided.
9 . 6" PVC is shown along south side of building. Please have
applicant indicate length, slope and inverts of pipe.
Site Detail
1 . Details required for: Handicap (pedestrian) ramp & plunge
pool .
2 . Detail for oil separator does not appear to be workable for
the connections shown on the site plan at the south end of
retention basin.
3 . Please have applicant provide information to show that the
"1000 gallon grease trap" tank is sufficient for his proposed
system.
4 . The detail for the retention basin shows clay placed on the
sides of the basin. The percolation information on the site
plan indicates that percolation test results were obtained at
3 ' - 10" below existing grade. As this basin's bottom is 61+
below existing grade and the sides are clay, another
percolation test should be made at that elevation. The
results should then be utilized to recalculate the "discharge
rate" and size of the retention basin. These should be
forwarded for review.
1
Ms . Marcia A. Banach Page 3 .
November 1, 1991
Map Showing Land Owned by Krysinski
1 . This should be labeled and numbered consistent with the rest
of the drawings .
2 . Easement shown should indicate to whom they are in favor of.
General
1 . Revised drawings should have a revision date.
JCl/jsv
cc: Michael J. Gantick, Director of Public Works
November 18, 1991
M E M O R A N D U M
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
RE: East Coast Stair Site Plan - #91 PAP
We have reviewed the revised drawings dated 11-11-91 for the proposed
East Coast Stair site plan and have the following comments:
Drainage Study
1 . Detention Analysis
a. Analysis indicates an outflow of 2 . 66cfs during a 25 year
storm. Approximately 1.15 cfs is absorbed and the rest
flows over the banks onto the parking lot.
b. Analysis does not indicate volume required versus volume
proposed.
c. Analysis also required for 2 and 10 year storm.
Site Plan
1 . A-2 Certification is required.
2 . Sanitary sewer easement is shown. Is it existing? To whom
is this easement granted?
3 . Minimum cover over the top of storm pipes should be 2'-011 .
It is less than 1' in some locations .
4 . The detention pond North embankment is entirely in the
sanitary sewer easement. This should be corrected.
5 . New Sanitary manhole should indicate invert of existing pipe.
Will a drop inlet be required? If so it should be an outside
drop and a detail provided.
Site Detail
1 . Riprap detail should indicate width of riprap to be placed.
Also riprap should be designed for reverse filtration (i .e.
gravel base over filter fabric) .
Map Showing Land Owned by Krysinski
1 . This should be labeled and numbered consistent with the rest
of the drawings .
2 . Easement shown should indicate to whom they are in favor of .
PDSEngineering & Construction, Inc. 107 Old Windsor Road, Bloomfield,Conn.06002
Phone: (203)242-8586 Fax: (203)242-8587
NX
I"T 1113—
PDS ENGINEERING
November 19, 1991 & CONSTRUCTION
Town of South Windsor
Planning and Zoning
1540 Sullivan Ave.
South Windsor, CT. 06074
RE: East Coast Stair Application South Windsor
planning & toning Commission
Dear Commission Members,
I would appreciate the commission allowing us to table our
application to the December 3 , 1991 meeting. This will allow us to
complete the items on the town engineers checklist.
Very Truly Your
Frank Borawski P.E.
Vice President
PDS Engineering & Construction
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R•c0 AREA CODE 203/644-2511
November 19 , 1991
Frank C. Borawski
PDS Engineering & Construction Company, Inc.
107 Old Windsor Road
Bloomfield, CT 06002
Dear Mr. Borawski:
Re: Application #91-42P, East Coast Stair Company
At the November 18, 1991 regular meeting, the Inland Wetlands
Agency/Conservation Commission approved with conditions Application
#91-42P - Conservation Plan approval for the construction of an
industrial building located on Lot #40, Bidwell Road, I zone as shown
on plans prepared by PDS Engineering & Construction, Inc. dated
September 16, 1991 as revised October 31, 1991 and November 11,
1991 . This approval is subject to the following conditions .
1 . Two blueprint copies of the entire set of final plans and this
letter reproduced thereon, must be submitted to this
Commission . This must be completed within 65 days of approval
prior to any construction activity on the site.
2 . Construction activities shall be subject to the approval of
the Town Engineer.
3 . The applicant shall indemnify and hold harmless the Town of
South Windsor against any liability which might result from
the proposed operation or use.
4 . The permit is valid for three years and shall expire on
November 18, 1994 .
5 . All approvals required must be obtained and submitted prior to
any activity on the site.
6 . A contact person shall be identified directly on the final
plans .
7 . We recommend a bond in the amount of $5,000 . 00 to be submitted
to the Planning & Zoning Commission to ensure compliance with
the Erosion and Sedimentation Control Measures .
Frank C . Borawski Page Two November 19 , 1991
Application #91-42P
8 . Seeding mixtures, pounds per acre, and seeding dates shall be
provided on the plans for temporary and permanent vegetation.
9 . Tree protection shall be shown on the plans for the young
maples in the easterly portion of the site. Trees to remain
shall be identified on the plans .
Very truly yours,
a)e'ZA���
Elizabeth A. Warren, Chairman,
IWA/CC
EAW/pmm
cc: Town Engineer
Director of Planning
Planning & Zoning Commission
December 2, 1991
M E M O R A N D U M
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
RE: East Coast Stair Site Plan - #91 t
We have reviewed the revised drawings (4 sheets) dated 11-25-91 for
the proposed East Coast Stair site plan and have the following
comments :
Site Plan
1 . A-2 Certification is required.
2 . Existing sanitary sewer easement is shown. To whom is this
easement granted?
The detention pond North embankment is entirely in the
:j sanitary sewer easement. This should be corrected.
4 . New Sanitary manhole should indicate invert of existing pipe.
Will a drop inlet be required? If so it should be an outside
drop and a detail provided.
5 . Invert required for 8" PVC pipe at connection with roof
leaders . Also a detail of connection at this point, should
be provided.
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cc: Michael J. Gantick, Director of Public Works
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�v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
��osoR-co AREA CODE 203/644-2511
December 4, 1991 CERTIFIED MAIL
Frank C. Borawski
PDS Engineering & Construction Company, Inc.
107 Old Windsor Road
Bloomfield, CT 06002
Dear Mr. Borawski:
Re: Appl . #91-42P, East Coast Stair Company
We are pleased to advise you that the Planning and Zoning Commission
voted at its December 3, 1991 meeting to approve, with modifications,
the above-referenced application. This approval is based on plans
prepared by PDS Engineering & Construction Company, Inc. dated
September 16, 1991 and revised October 3, 1991 and November 11, 1991
and is subject to the following:
1 . Prior to commencement of any site work, a meeting must be held
with Town Staff .
2 . No building permits 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, including
a bond in the amount of $5,000 . 00 .
4 . An as-built plan is required prior to issuance of a
Certificate of Occupancy per Section 8 . 1 . 10 of the Zoning
Regulations .
5 . Footing drains are required if the buildings have basements .
6 . A landscape bond in the amount of $3,000 . 00 is required and
must be submitted prior to filing of mylars .
7 . All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South Windsor.
8 . The owner must execute a hold harmless agreement between owner
and Town regarding the detention basin embankment located
within the sewer easement.
9 . Key map must show property owners within 500 ft. (across Rte
5) sanitary sewer arrows, and north arrow.
10 . Parking formula and spaces shown should be reconciled with
breakdown of the formula.
Frank C. Borawski Page Two December 4, 1991
Application #91-42P
11 . Grantor/grantee of the sanitary sewer easement must be
identified on the plans .
12 . New sanitary manhole should indicate invert of existing pipe.
Invert required for 8" PVC pipe at connection with roof drain;
detail of connection needed.
Black and white transparent mylars of Sheet #2 and A-2 Survey with
the above modifications, together with four blueprint copies of the
entire set of 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 within 90
days . After filing these plans, a copy of the receipt must be
submitted to the Planning Department.
V truly urs,
Frank Castro
Vice Chairman
FC/pmm
cc: Inland Wetlands Agency/Conservation Commission
Director of Planning
Chief Building Official
Town Engineer
Supt. of Pollution Control
Assessor
Fire Marshal
Registrar of Voters
ram,.
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ASMTANI T TCVI M CL „(
TO BE PUBLISHED IN THE JOURNAL INQUIRER
SATURDAY1 DECEMBER 71 1991
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
At its December 3, 1991 Special Meeting, the Planning and Zoning
Commission voted to take the following action:
1 . Approve with modifications appl. #91-30P, William F. Myette, for a
Resubdivision of 7 .4 +/- ac. to create 8 lots, on property located
on the northerly side of Sullivan Ave. , westerly of Troy Rd, I
zone.
2 . Approve with modifications appl. #91-29P, John Fitch Assoc. dba
Fitch Meadow for a Special Exception to 4 .5 .5 .b (formerly
4 . 11 . 5 .b) and Site Plan of Development of 14 . 96 +/- ac. to be
known as Fitch Meadow, located on the westerly side of John Fitch
Blvd. , northerly of Kimberly Dr. , DR zone
3 . Approve with modifications appl. #91-42P, East Coast Stair Co.
Site Plan of Development, Lot #6, Bidwell Rd. , I zone
4 . Approve the reduction of certain bonds .
PLANNING AND ZONING COMMISSION
Frank Castro, Vice Chairman
Bernard Hart, Secretary
Castro, Gallicchio, Hart, Murrin, Levack, Montana, and March voted in
favor of Items 1, 3, and 4
Castro, Gallicchio, Hart, and Murrin voted in favor of #2 . March
voted against #2 .
Levack and Montana disqualified themselves from discussing or acting
on application #91-29P
SENDER: r I also wish to receiv th
• Complete items 1 and/or 2 for additional services.
Complete items 3, and 4a & b. following services (for an extra
• Print your name and address on the reverse of this form so fee):
that we can return this card to you. 1. ❑ Addressee's Addr se
0 Attach this form to the front of the mailpiece, or on the
back if space does not permit. 2. ❑ Restricted D livery
• Write "Return Receipt Requested" on the mailpiece next to
the article number. 1 Consult postmaster for fee.
3. Article Addressed to: 4a. Article Number
P 094 595 402
4b. Service Type
FRANK C,BORAWSZI ❑ Registered ❑ Insured
PDS ENG,�. & CONSTR. .COMPANY XI Certified ❑ COD
107 OLD-*INDSOR ROAD Express Mail ❑ M rchand Receipt for
BLOOMFI D CT 06002- ' 7 ate f Delivery
/3--�-
5. Si ture (ldressee) 8. Addressee's Address( my if requested
and fee is paid)
6. Signature (Agent)
PS Form 3811, October 1990 *U.S.GM 19 -g73.e, DOMESTIC RETURN RECEIPT
United States Postal Service
Official Business
PENALTY FOR PRIVATE
USE, $300
Print your name, address and ZIP Code here
P $ Z, TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
91-42P
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1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074
644-2511
AREA CODE 203
�oSOA,�o� /
May 2'3, 1994
Joe Krysinski
East Coast Stairs Company
313 Pleasant Valley Road
South Windsor, CT 06074
Dear Mr. Krysinski:
Re: Preconstruction Meeting - Appl . #91-42P, East Coast Stairs Co.
IN ATTENDANCE
NAME COMPANY/ADDRESS TELEPHONE
A. Bowen Davies Town of South Windsor 644-2511
ext . 240
Joe Krysinski East Coast Stairs, Co. 528-7096
313 Pleasant Valley Rd, SW
Frank Borawski PDS Engineering & Construction Co. 242-8586
107 Old Windsor Road, Bloomfield
Sgt. Gerald Lewis South Windsor Police Services 644-2551
Michele R. Lipe Town of South Windsor 644-2511
ext . 252
John E. McCahill Town of South Windsor 644-2511
ext. 229
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 Zoning/Wetlands
Enforcement Officer for inspection when measures are in place,
prior to commencement of site work.
2 . All topsoil stockpile areas to be protected (ringed with haybales
or equal ) .
3 . During construction of the project a crushed stone tracking pad
is to be installed and maintained to minimize tracking of
dirt/gravel onto Bidwell Road. Calcium chloride or water is to
be used for dust control as required.
a
Joe Krysinski - 2 - May 23, 1994
Application #91-42P
Public Works
1 . Four complete sets of approved/revised plans to be provided to
Town prior to start of construction. They will be stamped by
Planning Department along with plans developer needs . Only
approved plans are to be used on job site.
2 . The Public Works Department is to be notified forty-eight (48 )
hours prior to the start of major construction work with
inspections and testing per Developers Checklist requested for
the following:
a) After site is staked out
b) All drainage work
c) Preparation of subgrade, compaction tests as requested by the
Town
d) Preparation of subbase, six ( 6 ) inch lifts
e) Placement of bituminous concrete, 2 inch layers
3 . Certification of gravel used as subbase will be required by an
approved testing company.
4 . No subgrade formation/base in frozen ground/snow. Same for
pipe/structure installation.
5 . As built plans are to include horizontal and vertical location of
all underdrains, footing drains, and sanitary sewers located as •
per revised as-built checklist.
6 . All pipe and structures to be backfilled with free draining
material, compacted in maximum one foot lifts with approved
compaction equipment or approved equal if deep trench is
encountered. Any pipe or structure work requires inspection
prior to backfilling.
7 . Any problems and/or questions regarding construction of this
project will be directed to Dave LeBeld in the field.
8 . All filling to be done in accordance with Department of
Transportation specifications . To be compacted in maximum lifts
and tested as necessary.
9 . Job meetings will be held as needed, and can be called by the
developer or Town.
r
Joe Krysinski - 3 - May 23, 1994
Application #91-42P
10 . Forty-eight (48) hours notice needed for certificate of occupancy
inspection. Two week review period ( 10 working days ) needed for
all individual site (lot) plans prior to issuance of building
permit (may be longer if application is incomplete) . See general
guidelines for certificate of occupancy and building permit
procedures .
11 . Any proposed changes are to be presented to the -Engineering or
Planning Department prior to implementation on change order form
in triplicate with 4 copies of the drawing. Town will attempt to
turn around within 24 hours .
12 . No paving after October 15 or before April 15 without written
approval from Director of Public Works .
13 . Normal hours of operation 7 : 00 a.m. - 5 :00 p.m. , no work on
Sunday.
14 . Permit required for work in the Town road.
Planning Department
1 . Landscaping is to be installed in accordance with the approved
landscaping plan. If there are changes required, contact the
Planning Department. Additional landscaping installed on one
part of a site will not preclude planting all of the remaining
items shown on the landscaping plan.
2 . Final plans to be reviewed; mylar submitted and filed 1,2 A-2
survey.
SNET/NU
1 . Contact utilities for coordination of utilities connection.
IWA/CC
1 . Two sets of final plans are to be submitted for the IWA/CC.
Fire Marshall
1 . Blasting (if required) to be coordinated with the Fire Marshal .
Joe Krysinski - 4 - May 23, 1994
Application #91-42P
Police Department
1 . Emergency phone numbers for the duration of the construction must
be provided to the Police Department on a company letterhead. If
the developer occupies or owns the building(s ) after construction
. emergency numbers must be provided to the Police Department.
2 . All buildings located on property which abuts a public highway
must be numbered. Such number(s ) (address ) shall be visible from
the street. All numbering shall comply with Town Ordinance 6-800
thru 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 the Police Department.
Building Department
1 . Plan review with Building Official/Fire Marshal required prior to
application for building permit. Coordinate with Chief Building
Official .
Very truly your
Michele R. L-pe
Assistant Planner/Analyst
MRL/pmm
cc: Jerry C. Iazzetta, Town Engineer
Gerald Lewis, SWPS
Karl Reichle, Public Works
Mel Stead, Public Works
George Parkhurst, CL&P
Minh V. Le, SNET
John R. Collins, Chief Building Official
Fred Shaw, Superintendent of Pollution Control
PDSEngineering & Construction, Inc. 107 Old Windsor Road, Bloomfield,Conn.06002
Phone: (203)242-8586 'Fax: (203)242-8587
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PDS ENGINEERING
April 26, 1995 & CONSTRUCTION
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR, CT 06074
RE: EAST COAST STAIRS; 125 BIDWELL ROAD, SOUTH WINDSOR
ATTN: Michele Lipe
Dear Michele
This letter is to request that your office perform an
inspection of the site to insure the completion and compliance of
the landscaping and erosion control.
If everything is acceptable, please release the bonds to the
Owner for these items.
Sincerely
William L. Jodice
Project Manager �f
PDS Engineering & Construction, Inc.
WLJ/ab h\v
APR 28 1"5
South Windsor
Planning & Zorjiig Commissiow
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SOR.Co��,w AREA CODE 203/644-2511
June 15, 1995
William L. Jodice, Project Manager
PDS Engineering & Construction Company
107 Old Windsor Road
Bloomfield, CT 06002
Dear Mr. Jodice:
Re: Application #91-42P, East Coast Stairs Landscaping Bond
This is to advise you that the Planning and Zoning Commission voted on June 13,
1995 to release the Landscaping bond for the above-referenced project in the
amount of $5,000.
Advance arrangements should be made to pick up the bond to ensure that the
necessary contact person(s) will be available. If you have any further questions
contact the Planning Department at 644-2511 , ext 253. Thank you.
Very truly yours,
PLA NG & ZONING COMMISSION
n
Ru sell G. Levack, Chairman
RGL/pmm
cc: Town Engineer
ba* s