HomeMy WebLinkAboutSite Plan of Development (7) TOWN OF SOUTH WINDSOR, CONNECTICUTtr �
PLANNING & ZONING COMMISSION " ' X iT
APPLICATION FORM `
Application No. : d, 10 x APR 29 1996
Date Received: - I}—cj 60
• South Windsor
Receipt No. y � —�- Planning & Zoning Commission
APPLICANT: f2 dr(1 P/Q N k
ADDRESS: OD c�dye�.v®�S fJt�q��_� S'au�l-� �j�/J�✓�S'ei C T CJfP D 7�F
OWNER OF RECORD ON LAND RECORDS /2G�`/oN TeC4,11,alo(�1PS Cor�J
ADDRESS: 3B 0 Od cr-erAld/.S Yty G2ro✓� f/► i �O Gt 1�t1 �ti SOr L` j e"6O 7c�1
COMPLETE LOCATION OF PROPERTY:
Assessor's Map # -7 1 Parcel # as Zone
NAME, ADDRESS, TEL & FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED TO:
R4 rk L,1,e,lcA , 3 7 2 R rdg eWv001 Pd, !s✓Ps i 154r7�r, ,� CT
THIS APPLICATION IS FOR: (Check all that apply) :
_1 . Zone Change to (Public Hearing required)
2. Subdivision/Resubdivision
a. _ Subdivision _ Minor Major
b. _ Resubdivision Minor _ Major (Public Hearing Required)
c. _ Conditional Approval
d. _ Open Space Subdivision (Public Hearing Required)
_3. Special Exception to Article (Public Hearing Required)
Z- 4. Site Plan of Development
_i. General Plan of Development
_6. Earth Filling (Sec. 101 and/or Earth Removal (Sec. 91
(Public Hearing Required)
_7. Regulation Amendment: Zoning Subdivision
_8. Amendment to Town Plan of Development
_9. Temporary and Conditional Permit
_10. Other (explain in detail) :
wner Applicant
(See reverse side for additional information)
TOWN OF SOUTH WINDSOR ID :203-644-3781 APR 22 °96 12 : 11 No .003 P .04
` TOWN OF SOUTH WINDSOR CHECKLIST
�L f REQUIRED INFORMATION SITE PLANS APR 29 1996
APPLICANT iZ1,C-HA9-(2 FLAo)(, South Windsor
PROJECT NAME ii=LtrC-Tf.®N TL;c,At4Oi..oc.%tC-�v AtJPMO,� Planning g Zoning Commission
TbischecklIstinustbe sign by plan preparer (P.E./L.S.) declaring that all required information is
provided. Items 1-7 are required for ill 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 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. Date 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.
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 property owners.
\ g. Proposed open spaces and recreation areas.
h, Driveway cuts on surrounding properties.
3. Architectural Elevations; See attached checklist for Architecture and Design Review.
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.
TOWN OF SOUTH WINDSOR ID :203-644-3781 RPR 22 '96 12 : 10 No .003 P .03
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 wilt be indicated at corners and angles of all streets and at all points of
curvature and tangency. In areas accessible to Metropolitan District Commission
Wnts, or other coordinated points, the monumented points within proposed site shall
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.
h, All open space or other common or public land uses shall be indicated.
--� _ i. A-2 certification, P.E./L.S. Seal.( col.-f .>
5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding
24 inches by 36 inches, including ruled margins shall in addition to the requirements of
the plot plans show the following:
a. All existing and proposed buildings.
\' b. Curb Lines and pavement width, sidewalks,
c. Existing and proposed sanitary sewers.
d. Existing and proposed water and gas main systems.
e. Present wooded area indicated by foliage lines. Any individual 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.
g. regulated wetlands and 1.00-yeas floodplain or note that none are present.
h. Proposed storm drainage system, showing all 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.
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,
k. A-2 Certification; P.E./L.S. Seal. (Un�la, gtr� e,ov4-)
OA 6. Landscaping plan:
WA 7. Drainage calculations: - Zero Runoff Increase per attached guidelines.
A S. Traffic Report:
- 2 -
TOWN OF SOUTH WINDSOR ID :203-644-3781 APR 22 '96 12 :09 No .003 P .02
rJ�a. 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:
a. Layout of streets in sections coordinated by stations with the profile.
b. Street plan showing roadways and drainage.
c. Sight line at driveway & street intersections.
d. Profile of roadway showing existing and finished grades. Roadway profile will show
all tangent grade and all vertical curve information.
e. Profile will show all catch basins and all drainage lines between catch basins with all
invert and top of frame elevations. Drainage lines will be shown and described at; to
material.
f. Where any storm drainage line discharges into an existing brook sufficient profile of
this brook will be shown to determine conditions.
S. Metropolitan District Commission datum shall be used on all kites 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, sizes,
lengths, and slopes of pipes. Top of foundation elevations for building shall be
shown.
N 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; reap
shall be drawn to a scale of 1 inch equals 40 feet,
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.
_ e. 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,
S. map of general area with locations of all tests shown on proposed layout.
h. Flood heights of any nearby streams, brooks, or rivers.
- 3 -
TOWN OF SOUTH WINDSOR ID :203-644-3781 APR 22 '96 12 :09 No .003 P .01
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.
aw ilz:81,76
. . L. . L,A, DATE
May 17, 1995
Post-It"Fax Note 7571 Date .j 1 �, �►
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Phone# Vhnna#
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4 -
MEMORANDUM
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. lazzetta, Town Engineer
DATE: April 9, 1996
RE: ELECTRON TECHNOLOGIES SITE P AN
We have reviewed the Electron Technologies Site Plan for a building addition, dated
1-18-96 and have the following comments:
1 . It appears that the earth berm around the proposed addition is about 8 feet
high. Details of this berm will be required.
2. Disposition of roof drainage needs to be indicated.
3. How will surface stormwater between the building wall and berm wall be
addressed?
4. Original seal and signature of P.E. and L.S. required.
5. Soil boring information should be provided.
JCl/jsv
/vd1a1JC196/MABMEMOS/electron
TOWN OF SOUTH WINDSOR
1540 Sullivan Avenue
South Windsor, CT 06074
FAX COVER SHEET
DATE: April 19, 1996 TIME: 12:42 PM
TO: Mark Welch PHONE:
FAX: 561-5560
FROM: Marcia A. Banach PHONE: 644-2511, ext. 253
Director of Planning FAX: 644-3781
RE: Electron Technologies
Number of pages including cover sheet: 3
Message
I compiled the maps for Electron Technologies--it was looking way too
complicated for someone else to figure out from the small xerox portions of the
maps! Line up the crosslines through the site and the two sheets should match
up fairly well.
Also, the Assessors map & lot number is map 71, lot 22.
Any other questions or stuff you need, give a call.
LETTER OF TRANSMITTAL
PLANNING DEPARTMENT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
Q
( 203 ) 644-2511 DATE
T0:
WE ARE SENDING YOU:
P & Z initial plans Drainage comps
P & Z final plans Bond estimate requests
Inland Wetlands plans Bond reduction requests
Final plans for filing Change order form
Other Correspondence
Copies A 1 .. No . Pro ect
THESE ARE TRANSMITTED as checked below:
For review and comment For your file
For your use Returned with revisions
As requested
Other
PLEASE RETURN/COMMENT BY:
COMMENTS :
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Copy to: rom:
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,R�n��a
DR. CLARENCE WELTI, P.E., P.C. APR 29 199b
GEOTECHNICAL ENGINEERING South Windsor
227 Williams Street • P.O. Box 397 I1119 & Zoning Cornmission
Glastonbury, CT 06033
(860)633-4623/FAX(860) 657-2514
March 28, 1996
Electron Technologies
300 Governors Highway; P.O. Box 316
South Windsor, CT 06074
Att : Mr. Richard Plank
Re : Proposed Addition to Existing Building on Governors
Highway; South Windsor, CT; Revised Plan Geotechnical
Review
Dear Mr. Plank:
Regarding the above I received a copy of the proposed
addition, which lifts the structure about 10 feet up from
the initial elevation.
This proposed placement has the advantage of constructing
generally out of the water and avoiding shoring or
underpinning of the existing building. The latter
requirement would have probably caused some distress in
the existing building. The elevating of the floor does
increase the net superimposed .loading on the underlying
varved Clay.
The proposed loading on the mat foundation is about 3 , 200
psf . There wil be about 700 psf of relief from soil
excavation, which puts a net loading on the soil of about
2, 500 psf . The effect of this supermimposed load is
consolidation of the a depth of about 70 to 80 feet below
the bottom of the mat . The clays in the area have
generally been preconsolidated to 2, 500 to 3 , 000 psf and
have modified coefficient of consolidation. The proposed
loading does approach the limit of the modified
coefficient . If the loading did not exceed the
preconsolidation, settlement of the mat would be in the
range of about 1 . 511 . With the possiblity of exceeding the
limit the possible settlement of the mat would be 2 to
3 . 0" .
The loading at the mat also loads to a lesser intensity .
the clay beneath the existing building. The loading here
would affect about 700 of compressible stratum with about
50°s of the load intensity. The estimated subsidence at the
north wall over a length of about 70 feet would be 111to
Y
7
Page 2
1 . 5" near the middle of the connection with new structure
with no movement at about 40 feet east and west of the new
structure . The settlement would feather to zero movement
about 30 feet inside the existing building.
In considering the above performance the only means of
mitigating the setttlement would be deep piles (100 to 150
feet in length or placing the mat at a depth to compensate
for the proposed loading. This will entail other problems,
as cited above.
The settlements at the existing building could be
wit:igated by moving the new facility away from the
existing building.
Dewatering will be required during construction, but the
water table will intercepted only one to two feet in wet
seasons and shallow wells would probably suffice .
Under Slab Waterproofing will be required, as cited inthe
initial report . This can consist of VOLCLAY panels. There
will be a requirement for water stops and water proofing
to within 4 feet of grade. The stops and water proofing t
could also be VOLCLAY materials . Care must be taken to
properly terminate the panels at the wall to exclude
seepage between the panels and the concrete . Backfill of
walls shall conform to the following gradation:
Passing Sieve Size
100 3 . 5"
50 - 100 3/411
25 - 100 No.4
The fraction, passing the No.4 sieve, shall have less than
15%, passing the No. 200 sieve . All fill and backfill
shall be compacted to at least 95% of modified optimum
density. The on-site sands will meet the above gradation
and could be used for backfill .
This report has been prepared for specific application
to the subject project in accordance with generally
accepted soil and foundation engineering practices . No
other warranty, expressed or implied, is made . In the
event that any changes in the nature, design and location
of structures are planned, the conclusions and recommend-
t
Page 3
ations contained in this report should not be considered
valid unless the changes are reviewed and conclusions of
this report modified or verified in writing.
The analyses and recommendations submitted in this report
are based in part upon data obtained from referenced
explorations . The extent of variation between exploration:;
may not become evident until construction. If variations
then appear evident, it will be necessary to re-evaluate
the recommendations of this report .
Clarence Welti, P.E. , P.C. should perform a general review
of the final design and specifications in order that
geotechnical design recommendations may be properly
interpreted and implemented as they were intended.
Very truly yours,
Clarence Welti, PhD, P.E.
President, Dr. Clarence Welti, P.E. , P. C.
c/c Ciani & Cianci Engineers
198 Wethersfield Avenue
Hartford, CT 06114
CLIENT PROJECT NAME
CLARENCE WELTI ASSOC., INC.
P.O. BOX 397 ELECTRON TECHNOLOGIES 300 GOVERNORS HIGHWAY
GLASTONBURY, CONN 06033 LOCATION
SOUTH WINDSOR, CT
DRILLING PROCEDURES- 1., 2., 3..4., (Select one or more) HOLE NO. R_9 Surface Elevation
1. HOLLOW STEM AUGER, Diameter '_75"
2. DRIVEN CASING, Diameter GROUND WATER OBSERVATIONS DTAR /21/94
3. DRILLED CASING, Diameter AT6-0' FT-AFTER HOURS
4. ROCK CORING. Diameter &t FINISF}
type AT FT.AFTER HOURS DATE''/21/94
E SAMPLE STRATUM DESCRIPTION REMARKS
P A + DEPTH
T NO BLOWS/6- DEPTH
H
** 0.5'
5 1 10-10-11 i.0'-6.5'
BR.FINE-CRS.SAND
10 2 6-9-7 0.0'-11.5'
15 .0'-16.5' 15.01.
20 01-21.51 GR.CLAY
25 2-2 -26.51
26.5'
30 BOTTOM OF BORING 26.5'
**TOPSOIL
35
40
GRANDI
LEGEND: Col. A
1401b Wt. x 30'' fall on 2" O.D. Sampler Driller:
YP
Sample Type Proportions Used Cohesionless Density Cohesive Consistency Helper:
P
D=Dry C=Cored W=Washed trace 0 to 10% 0-10 Loose 0-4 Soft
UP=Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-8 M/Stiff Inspector:
TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Dense 8-15 Stiff
UT=Undisturbed Thinwall and 35 to 50% 50 + Very Dense 15-30 V-Stitt Sheet of L-
1. Unless otherwise agreed, samples will be held by Welti Associates a maximum of 60 days after boring completion.
2. Water readings represent driller observations -- not interpretations.
CLARENCE WELTI ASSOC., INC. CLIENT PROJECT NAME
P.O. BOX 397 ELECTRON TECHNOLOGIES
GLASTONBURY, CONN 06033 LOCATION
SOUTH WINDSOR, CT
DRILLING PROCEDURES 1 . 2-3.. 4.. (Select one or morel HOLE NO. - Surface Elevation
1. HOLLOW STEM AUGER. Diameter 1_75"
2. DRIVEN CASING. Diameter GROUND WATER OBSERVATIONS STAR
3. DRILLED CASING. Diameter DAT5�21�94
AT6.O, It.AFTER HOURS
4. ROCK CORING. Diameter &type FINISF}/21/94
AT FT.AFTER HOURS DATES-''
E SAMPLE STRATUM DESCRIPTION
P REMARKS
T NO BLOWS/6" DEPTH A + DEPTH
H
** 0.5'
5 .O'-6.5'
BR.FINE-CRS.SAND
10 2 3-4-8 0.0'-11.5'
14.0'
15 3 1-2-2 15,01-16.51
20 4 1-1-2 )0.01-21.51 GR.CLAY
25 '- .5'
26.5'
30 BOTTOM OF BORING 26.5'
**TOPSOIL
35
40
LEGEND: Col. A GRANDI
1401b Wt. x 30" fall on 2" O.D. Sampler Driller:
Sample Type Proportions Used Cohesionless Density Cohesive Consistency Helper:
D=Dry C=Cored W=Washed trace 0 to 10% 0-10 Loose 0-4 Soft
UP=Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-8 M/Stiff Inspector
TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Dense 8-15 Stiff
UT=Undisturbed Thinwall and 35 to 50% 50 + Very Dense 15-30 V-Stitt Sheet 1 of 1_
1. Unless otherwise agreed. samples will ue held by Welti Associates a maximum of 60 days after boring completion.
2. Water readings represent driller observations - not interpretations.
Electron TechnoPCMr
South Windsor, CTU2.1;-Q7''T1 TIT T1T2\T1JTI.TT T'TTTSECTIOT 02220 LLU TH ORK - J
����•L,(,[ -
PART 1 - GENERAL South V ii-idsor
�h"1 COMMiSSION
1. 01_ RELATED DOCUMENTS: 111rig & Zoning
A. The General Conditions and the Supplementary General
Conditions are hereby made a part of this and every
Division of the Specifications.
1.02 DESCRIPTION OF WORK:
A. The extent of the earthwork and structural fill shall
be as shown on the drawings and specified herein
including, but not necessarily limited to, the
following major items:
1. Furnishing, placing and compacting of gravel fill
to be used as a foundation for structures, to
replace materials in slopes, replace unsuitable
material, as a foundation for pipes as indicated
on the plans, as trench backfill were directed,
and elsewhere as indicated on the Contract
Drawings, required by the specifications or
ordered by the Architect.
2. Furnishing, placing and compacting of
gravel/sand/fine granular material for a -
gravel/sand cushion around pipes, utilities,
existing structures, etc. in accord with these
specifications and as shown on the drawings at
the location shown thereon or as directed by the
Architect. It may also be used as backfill where
ordered by the Architect.
3. Furnishing, placing, and compacting of foundation
stone used to replace unsuitable- foundation
materials, provide p4Te bedding, and elsewhere as
indicated on the drawings, required by the
specifications or as ordered by the Architect.
It shall consist of graded, crushed, broken or
processed stone conforming to the requirements of
these specifications
1.03 SUBMITTALS:
A. Samples of all materials shall be delivered to the
site and tested to check the distribution of sizes.
Periodic tests may be ordered by the Architect to
establish conformity. Stone quality, soundness and
los^ ^; abrasion shall- } r conform to '^e ne-ii .cements of
Article M.02.06 of DOT Form 814. L..
Earthwork - Structural Fill
02220 - 1
Electron Technologies Corp.
South Windsor, CT (No. 950210)
4'9RT 2 PRODUCTS
2.01 MATERIALS•
A. Gravel fill shall conform to the requirements of
Article M.02.01 of the Standard Specifications DOT
Form 814 and the requirements of these specifica-
tions. Samples of the material to be used shall be
delivered to the Architect at the job site 5 days
prior to its intended use so it may be tested for
approval. Largest stone size shall be 3-1/2 inches.
B. Gravel/sand cushion shall be well-graded fine sand,
fine gravel, or other fine granular material as
approved by the Architect and having a maximum
particle size of 3/4 inch and with not more than 10
percent passing the #200 sieve.
C. Foundation stone shall be graded, crushed, broker or
processed stone, conforming to the grading
requirements for 3/8 inch or 3/4 inch stone of
Article M.02.02 of the Standard Specifications DOT
Form 814.
D. Subgrade materials shall be bank or crushed gravel
conforming to the requirements of Article M.02.02of
DOT Form 814.
PART 3 - PREPARATION/EXECUTION
3.01 EXECUTION:
A. Inhere gravel is used for foundations or to replace
unsuitable or unstable materials it shall be
deposited- in layers not over 6- inches thick and each
layer shall -be-thoroughly -compacted_ before the
addition of other layers. - The surface shall be carefully brought to grade as shown on the drawings
and compacted as directed by the Architect. The
gravel fill shall be -compacted to 95%- of the maximum
dry density as determined by AASHTO T-99 :Method C.
The moisture content of the gravel shall not vary by
more than 3% from its optimum moisture content.
Earthwork - Structural Fill
02220 - 2
r
Electron Technologies Corp.
South Windsor, CT (No. 950210)
B. rr o'v ide gravel/sand Cua111011 'w`ller a indicated On 4C,i12
drawings and/or directed by the Architect to protect
new or existing pipes, utilities and other facilities
in areas where existing material is not suitable for
backfill over, around and adjacent to the pipe.
Gravel/sand cushion shall be placed in accord with
details and at the locations shown on the drawings.
Cushion shall be placed carefully and evenly on both
sides of the structure/pipe/conduit being cushioned.
Material shall be deposited in layers not over 8"
thick; each layer shall be thoroughly compacted to
95% of the maximum dry density as determined by
AASHO-T-99, method "C", before the addition of other
lavers.
C. Provide foundation stone, as necessary, to provide a
base for foundation and footings and to replace all
unsuitable material below slabs as bedding for pipes.
Foundation stone shall be deposited in layers not
over 8" thick and each layer shall be compacted
thoroughly before the addition of other layers. The
surface shall be brought to grade carefully and
compacted as required above. Bedding for pipes shall
be placed and compacted as required by this specifi-
cation for the pipe being set.
D. Maintain drainage of site and adjacent areas to
prevent damage and erosion. Protect persons and
property from damage and discomfort caused by -
dusting. Protect existing trees, shrubs and lawn
areas. Protect exposed earth and excavations when
temperature is less than 35 f by covering with dry
insulating materials of sufficient depth to prevent
frost penetration of soil:
E. It is the Contractor's responsibility to do all work
and to take any precautions necessary to prevent
down€ill siltation or operations. These measures
shall he iundertaken at the beginning ^-F ^.onstr�.�ction
and shall continue until the Contractor has obtained
acceptance of all surface improvements and until all
land surfaces have been stabilized. Install hay bale
erosion control devices as may be required to control
siltation and erosion prior to the start of grading
operations. Keep adjacent roadways clean of
construction generated sediment.
END Or SECTION 02220
Earthwork - Structural Fill
02220 - 3
10 q N Se4(
s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
�rydSOR c rc AREA CODE 860/644-2511
April 29, 1996
CERTIFIED MAEL
Richard Plank
300 Governor's Highway
South Windsor, CT 06074
Dear Mr. Plank:
Re: Appl #96-25PX, Electron Technologies Corporation Addition
We are pleased to advise you that the above referenced application was approved with modifications for
a Site Plan of Development on property located at 300 Governor's Highway, I zone as shown on plans
prepared by Welch Desigh Group, Project No. 950210 and dated April 22, 1996. This approval is
subject to the following modifications:
1. No building permit will be issued until the final mylars have been filed in the Town Clerk's office.
2. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4.13.10 of
the Zoning Regulations.
3. Footing drains are required if the building has a basement.
4. All plans used in the field by the developer must bear the stamp and authorized signature of the
Town of South Windsor.
Black and white transparent mylars of Sheet #L1 with the above modifications, together with three
blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this
Commission within 30 days to be stamped and signed. The letters of approval of this Commission
must be reproduced on the mylars.
After the mylars have been signed by the Commission, they will be returned to you for filing in the
Office of the Town Clerk within 90 days. After filing these plans, a copy of the receipt must be
submitted to the Planning Department.
Very truly yours, I ,
Marcia A. Banach, AICP
Director of Planning
MAB/pmm
cc: Town Engineer
Chief Building Official
Superintendent of Pollution
Fire Marshal
Design Professionals, Inc.
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