HomeMy WebLinkAbout05-47P_HORSE ARENA_MAIN STREETHORSE LXARENA
FOR
PROPERTY C)F
DONNA A. LEVACK
I I I 61bw MAIN STREET
CONNECT
LIST OF DRAWINGS
COVER SHEET
2 PROPERTY SURVEY
3 LAYOUT, GRADING & UTILITY PLAN
4 CONSTRUCTION DETAILS
SITE
-- ---- FINAL PLANS
- - - - -- -- ---- TOWN OF SOUTH G I D RER
CLOSE, JENSEN & MILLER, P.C. AUTHORIZED S REI NDANCE PROPERTIES, LLC
1137 SI LAS DEANE HIGHWAY �.�3���� AND STEVEN B. GOLDBLATT
WETHERSFI ELD CONNECTI CUT ®ATE. �; _"� '' 0
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1139 MAIN STREET
TEL. 860-563-9375 , SOUTH WI NDSOR, CONNECTI CUT Sheet No.
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Sb�3TH WINDSGR
FAX. 860-721-1802 -PLANNING DEPT.
GFNFRAL NOTES
1. ELEVATIONS ARE BASED ON N.G.V.D. DATUM OF 1929.
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
TELEPHONE (860) 644-2511
September 16, 2005
Mr. Steven B. Goldblatt
Reindance Properties, LLC
1139 Main Street
South Windsor, CT 06074
Re: Appl # 05-47P, Goldblatt Horse Arena
Dear Mr. Goldblatt:
CERTIFIED MAJL
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We are please& to advise you that the Planning & Zoning Commission voted on September 13, 2005 to approve
with modifications the above referenced application.
This approval is for the construction of a 11,900 sq ft horse arena on property located 1120 Main Street, .A.-40
zone as shown on plans prepared by Close, Jensen and Miller P.C., dated July 2005, as revised. This approval
is subject to the following modifications:
1. Housing/stabling of horses is restricted to the rear yard of the premises. Use of trailers for stabling horses is
not permitted: The accessory buildings used to shelter or feed the horses must be located at least 125 feet
from the street, 40 feet from any side or rear property line, and 100 feet from any dwelling located on the
adjacent property. Outside feed troughs must also meet these setback requirements.
2. Manure shall not be allowed to accumulate to cause any health hazard, and shall be subject to inspection by
the Health Officer. Fly control measures are required.
3. There shall be no outside storage of feed or bedding materials
4. The A-2, T-2 certification niust be added to the layout plan and thatsheet must be filed in the office of the
Town Clerk.
Black and white transparent mylars of Sheet # 3 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.
The letters of approval of this Commission must be reproduced on the mylars.
After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the
Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department.
Sincerely,
Timothy H. Wendell, Chairman
Planning and Zoning Commission
PROPOSED 3-3" DIA.
ELECTRIC CONDUITS
QFhAnVF F7VIQTINI(,
CONSTRUCTION
* EXISTING BARN ENCROACHMENT
NOTES:
1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH
SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF
CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS
IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT
ASSOCIATION OF LAND SURVEYORS, INC. ON SEPT. 26, 1996. THIS IS A
PROPERTY SURVEY BASED ON A DEPENDENT RE —SURVEY CONFORMING TO
HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2
AND IS INTENDED TO DEPICT THE POSITION OF BOUNDARIES WITH
RESPECT 'TO LOCATIONS OF ALL BOUNDARY MONUMENTATION; APPARENT
IMPROVEMENTS AND FEATURES; RECORD EASEMENTS AND VISIBLE
EVIDENCE OF THE USE THEREOF; RECORD AND APPARENT MEANS OF
INGRESS AND EGRESS; LINES OF OCCUPATION AND DEED RESTRICTIONS
PERTAINING TO THE LOCATION OF BUILDINGS OR OTHER IMPROVEMENTS.
2. THIS SURVEY IS NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED
SEAL.
TO MY KNOWLEDGE AND BELicIF THIS MAP IS
SUBSTANTIALLY CORRECT AS NOTEO HEREON.
r BY
JOHN H. MILLE"", P.E., L.S.
LIC, NO. 4142
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MAP REFERENCE:
1. RESURVEY PREPARED FOR' DONNA A. LEVACK, 1116 MAIN STREET,
SOUTH WINDSOR, CONNECTICUT, SCALE: 1 "=40', DATED: 12-27-04,
LATEST REVISION 3-17-05, SHEET 1 OF 1, BY: RICHARD P. MARTEL, L.S. 12882,
DESIGN PROFESSIONALS, INC. 165 SOUTH SATELLITE ROAD, SOUTH WINDSOR, CONN.
2. PROPERTY OF RUSSELL E. & LOUISE W. LEVACK, MAIN STREET, SOUTH WINDSOR,
CONN. SCALE: 1"=100', DATED: 11-7-78, BY EMIL W. LUCEK ASSOCIATES.
No Date Description
Revisions
S 6535 �2„
2
/23/0
CONDITION OF APPROVAL
1
8/4/05
SOUTH WINDSOR STAFF COMMENTS
No.
Date
Description
Revisions
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2. BEARINGS SHOWN ARE BASED ON STATE OF CONNECTICUT GRID COORDINATE SYSTEM.
3. THE UNDERGROUND UTILITIES ON THIS PLAN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS
AND HAVE BEEN LOCATED IN THE FIELD WHERE POSSIBLE. THE ACTUAL LOCATION OF THESE
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR BY CONTACTING "CALL BEFORE YOU DIG"
1-800-922-4455.
4. ALL PROPOSED UTILITIES LOCATED WITHIN THE DEVELOPMENT LIMITS SHALL BE LOCATED
UNDERGROUND. THE HORIZONTAL AND VERTICAL ALIGNMENT OF SUCH UTILITIES SHALL BE
DETERMINED BY THE APPROPRIATE UTILITY.
5. ALL UNSUITABLE MATERIAL DISCOVERED DURING CONSTRUCTION SHALL BE REMOVED OR
DISPOSED OF IN A SUITABLE MANNER. SAID MATERIAL SHALL INCLUDE TREES, BRUSH, ORGANIC
MATERIAL, ETC.
6. SOLID WASTE DISPOSAL SHALL BE DUMPSTER PICK UP.
7. ALL WATER MAINS SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFICATIONS AND
CONSTRUCTION METHODS OF THE METROPOLITAN DISTRICT COMMISSION.
1 I , it IF_1
PROPERTY IS LOCATED IN ZONE .A-40
MINIMUM
LOT SIZE
40,000 S.F.
MINIMUM
LOT WIDTH
150'
MINIMUM
LOT DEPTH
200'
MINIMUM
FRONT YARD
50'
MINIMUM
REAR YARD
50'
MINIMUM
SIDE YARD
20'
MAXIMUM
STORIES
2 1 /2
MAXIMUM
HEIGHT
30,
MAXIMUM
% LOT COVERAGE
10%
wNTINv/ I/F
Sc�Ty WIND CARE OF
SOR, /NC
PROPOSED
195,375 S.F.
278.04'
756'
52'
530.25'
42'
1
27.755'
6.23%
Consulting Engineers, Land Planners & Surveyors
1137 Silas Deane Highway, Wethersfield, Conn. 06109, Tel. (860)563-9375
LAYOUT, GRADING & UTILITY PLAN
HORSE ARENA
FOR
STEVEN AND PATRICIA GOLDBLATT
REINDANCE PROPERTIES, LLC
PROPERTY OF
DONNA A. LEVACK
1116 MAIN STREET CONNECTICUT
SOUTH WINDSOR,
Compiled
P.C. Check
Designed
D. (2
Drawn ,j>,
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Checked 06
Scale 1 "=
40'
Date JULY
2005
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Sheet
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Job No.
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File No.
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FINISH PIPE O.D.+24" OR 3'0"MIN
GRADE— �• •
\ I TRENCH PAY LIMIT
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SCREENED
SAND
BLUE WARNING
TAPE
BACKFILL PLACED
AND COMPACTED
IN 12" LAYERS
COMPLETE ENVELOPE
OF FILTER FABRIC
WITH 12" OVERLAP
REQUIRED WHEN
CRUSHED STONE IS
USED AS BEDDING
MATERIAL. FILTER
FABRIC REQUIRED IN
ROCK AS DIRECTED
BY ENGINEER
- BEDDING MATERIAL SHALL
BE BANK GRAVEL
(DOT GRADING A),
WELL GRADED SAND
OR 3/8" TO 3/4" CRUSHED
STONE*, PLACED AND
COMPACTED IN 6" LAYERS.
GRAVEL FILL AS DIRECTED BY
ENGINEER WHEN UNSUITABLE
MATERIAL IS ENCOUNTERED
*CRUSHED STONE SHALL ONLY BE USED IN HIGH
GROUNDWATER CONDITIONS AS DIRECTED BY THE ENGINEER
OR
FINISHED GRADE
WARNING TAPE
SUITABLE BACKFILL MATERIAL
"HO-PAC" OR TAMPED AS PER
SPECIFICATIONS AND AS ORDERED
BY THE ENGINEER
12" 12" 3" COUNDUIT
TYP.
DISTANCE BETWEEN CONDUITS
REQUIRED AS PER UTILITY CO.
ELECTRICAL TRENCH DETAIL
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4" MIN. THICK ON
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FILTER FABRIC \
FILTER FABRIC
CT DOT 2" CRUSHED STONE PAD
WIDTH AS SHOWN
ON PLANS
CONSTRUCTION ENTRANCE
4" COMPACT GRAVEL
10'-0"
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6" SUBBASE
GRAVEL DRIVE DETAIL
WOOD OR
IVIE I AL PUS I S
WOOD OR
EROSION CONTROL METAL POSTS
FILTER FABRIC. �p
ATTACH TO POST AND
BURY IN TRENCH
� Q
BACKFILL z ( Q
BACKFILL
DIRECTION OF FLOW EROSION CONTROL
FILTER FABRIC
1
8 4 05
SOUTH WINDSOR STAFF COMMENTS
No.
Date
Description
Revisions
SECTION D-D
SILT FENCE
,AL.