HomeMy WebLinkAbout04-45P_KASHETA FARMS,INC. SITE PLAN_JOHN FITCH BOULEVARDSITE PLAN
� 275 � 12:1 JUH FITCH :vULEVf1 ll SUUT �'INDSUR ~UNNECTIC T
prepared by,
■
tin esion
ofessionais, inc.
s
Civil Engineers • Planners • Surveyors • CIS
Landscape Architects
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
www.designprofessionsisinc.com
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DESIGN PROFESSIONALS, INC. LOCATION MAP N.T.S.
NOTES:
THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN
PREPARED SPECIFICALLY FOR THE OKMR/APPLICANT FOR THIS PROJECT. THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR
REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN
PROFESSIONALS, INC.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL 916NATURE AND IMPRESSION SEAL
OF THE PROFESSIONAL EN6INEER OR SURVEYOR.
FINAL F
TOWN OF SOU'
AUTHORIZED
DATLE: 10610
061a
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 ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO THE BEST OF MOKNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RIC P. MARTEL LIC. No.
I L/ �J CX, 1 L V I U V r1 I N 171 I V 1-T
SOUTH WINDSOR, CT 06074
TEL. (860) 528-3697
KEY MAP
SCALE 1"=100'
vOf-tTH wjN^S()R
PLA.1YA';P4(j I)Zpr
1
2
3
4
A1— A2
MAP LOT NAF PROPERTIES WITHIN 500'
84 42
38 /DENT ROAD
D/GENNARA, FRANK
43
44
45
PO BOX 986
1315 J0I1N FITCH BOULEVARD
12 LITTLE LANE
WEST HARTFORD, Cr 06117
D/GENNARO, FRANK & ESPOS/TO, CARMEN
GOLDBERG, LOUIS H. & MARILYN N.
HAUER, BR/AN
46
49
PO BOX 32
NF_W H4RTFORO CT OBOS7
1265 JOHN FITCH BOULEVARD
11ALLfR, GEORGE FAMILY LLC
CHAR80NNEAU, ANDRE L.
50
125 £DW/N ROAD
JOHN FITCH PARTNERS, LLC
51
1239 JOHN FITCH BOULEVARD
SARTORI ASSOCIATES
85 24
110 PLEASANT AVENUE
JP MONARCH INC. US FOOOSERVICE
UPPER SADDLE RIVER, NJ 07458
26
PO BOX 270
CONNECTICUT LIGHT & POWER CO.
HARTFORD, CT 08141-0270
27
1300 MAIN STREET
KASHETA FARMS, INC.
27A
1170 MAIN STREET
KASHETA FARMS, INC.
28
PO BOX 8
WHARTON WHOLESALERS, /NC.
34
275 STRONG ROAD
PATRIA, BRUNO A
35
275 STRONG ROAD
PATR/A, BRUNO A
36
1315 JOHN FITCH BOULEVARD
GOLDBERG, LOUIS H. 8• MARILYN N.
Zoning Data Block
ZONE: INDUSTRIAL (1)
ITEM
REQUIRED/ALLOWED
EXISTING
PROPOSED
Lot Area
20,000 sq. ft. min.
104,629 sq. ft.
104,629 sq. ft.
Lot Width
100 ft. min.
210t ft.
210t ft.
Lot Depth
150 ft. min.
500.0 ft.
500.0 ft.
Lot Coverage
50% max.
7.1 %
10.2%
Impervious Coverage
65% max.
64.70%
64.70%
Building Height
40 ft.
20t ft.
20t ft.
Front Yard
35 ft.
42.2 ft.
42.2 ft.
Side Yard
10 ft./3 ft.*
3.7 ft.*
3.7 ft.*
Rear Yard
25 ft.
267.8 ft.
197.7 ft.
* VARIANCE PREVIOUSLY GRANTED (FEB. 1966) TO ALLOW CONSTRUCTION OF A BUILDING NOT CLOSER
TO THE LOT LINE THAN THE EXISTING BUILDING (3 FT) PER ZBA APPLICATION NO. 507.
VARIANCE GRANTED (NOVEMBER 6, 2003) TO SECTION 10.2 TO ALLOW A BUILDING ADDITION 3 FEET
FROM THE SIDE PROPERTY LINE PER ZBA APPLICATION NO. 2595-03.
PARKING CALCULATIONS
PARKING FORMULA: OFFICE < 50,000 SQ. FT. OF GFA; .4.5 SPACES/1000 SQ. FT. OF GFA
EXISTING OFFICE AREA = 682.5 + 220.5 S.F.; 903/1000 * 4.5 = 4.0 = 4 SPACES
PROPOSED OFFICE AREA = 301 S.F.; 301/1000 * 4.5 = 1.35 = 2 SPACES
PARKING FORMULA: RETAIL STORES; 1 SPACE PER 200; S.F. OF GFA
EXISTING STORE AREA = 1925 S.F.; 1925/200 = 9.62 10 SPACES
PARKING FORMULA: GARAGE (INDUSTRIAL & MANUFACTURING); 1 SPACE PER 700 S.F. OF GFA
OR 2/3 OF EMPLOYEES FOR THE LARGEST SHIFT (WHICHEVER IS GREATER)
PROPOSED GARAGE AREA = 2992 S.F.; 2992/700 = 4:27 = 5 SPACES
EXISTING GARAGE AREA = 3582 S.F.; 3582/700 = 5.11 = 6 SPACES
PARKING FORMULA: WAREHOUSE; 1 SPACE PER 1250 S.F. + 1 PER EMPLOYEE
EXISTING WAREHOUSE AREA: 1056 SF; 1056/1250 = 0.84 = 1 SPACE
NUMBER OF EMPLOYEES: 2
TOTAL REQUIRED SPACES W/ADDITION: 30 SPACES
EXISTING SPACES: 30 (INCLUDES 24 SPACES USED FOR DISPLAY)
AREA FOR 24 ADDITIONAL SPACES SHOWN IN REAR TO SHOW ZONING
COMPLIANCE.
PROPOSED BUILDING ADDITION TO BE USED FOR REPAIR OF KASHETA FARM
EQUIPMENT — NO CUSTOMER USAGE AND NO ADDITIONAL EMPLOYEES.
THEREFORE NO ADDITIONAL PARKING IS NECESSARY. GRAVEL YARD MAY BE
USED FOR ADDITIONAL PARKING IF REQUIRED.
SHEET INDEX,
COVER SHEET N KEY MAP
PROPERTY SURVEY
SITE PLAN
DETAILS
ARCHITECTURAL ELEVATIONS
REV:
10-4-04
REV:
41-24t-04
REV:
8-41-04
REV:
8-2-04
DATE: 6-25-04
SHEET 1
JOBS/1856/1856-1.DWG
NSF \ t a
GEORGE HALLER \ �,
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BIT'
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ANDRE L. CHARBONNEAU
7
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EX, CB
EX. CB T.F.=72.86'
I T.F.=73.06' `
I 11
I
1
EX. CB
T.F.-72.W
INV.=64.1'
OWNER/APPLICANT:
KASHETA FARMS, INC.
1275 & 1281 JOHN FITCH BOULEVARD
SOUTH WINDSOR, CT 06074
TEL. (860) 528-3697
CONSTRUCTION NOTES:
1) GAS, WATER, ELECTRIC & TELEPHONE UTILITIES TO BE PROVIDED
BETWEEN EXISTING BUILDINGS AND PROPOSED BUILDING.
CURRENT WATER SERVICE CONNECTS EXISTING STORE AND
EXISTING GARAGE. ADDITIONAL WATER METER TO BE INSTALLED
TO SERVICE PROPOSED BUILDING.
2) SANITARY SEWER LOCATION & INVERTS TO BE FIELD LOCATED
PRIOR TO CONSTRUCTION.
3) EXISTING DUMPSTER AND PAD TO REMAIN IN PRESENT LOCATION;
REQUIRED ENCLOSURE TO BE ADDED.
4) ADDITIONAL BIT. PAVEMENT TO BE ADDED TO BE USED FOR
SERVICE GARAGE ACCESS ONLY. NO ADDITIONAL
PARKING PROPOSED.
5) ADDITIONAL BIT. PAVEMENT TO DRAIN WITH EXISTING CONTOURS.
LEGEND
0
EXISTING IRON PIN
CO.)
EXISTING UTILITY POLE
_ =
EXISTING CATCH BASIN AND PIPE
EXISTING SANITARY MANHOLE AND PIPE
— S —
SANITARY LATERAL
— W —
WATER LATERAL
®
DUMPSTER PAD
—3-30—
EXISTING CONTOUR
—091--
PROPOSED CONTOUR
X61.95
EXISTING SPOT GRADE
o
PROPOSED SANITARY CLEANOUT
EXISTING TREELINE
EXISTING PROPERTY LINE
-- — — -�
SILT FENCE
—` --+
SOILS
vot.15 9 2PACE 233
[,Robert Warren, Chairman or the South Windsor Zoning Board of Appeals hereby certify that on f `� J
November 6, 2003 the Zoning Board of Appeals granted to: Kasheta Farms, Inc., a 7' variance to
section 10.2 to allow a building addition 3' from the side property line (10' required), I zone.
Condition: This application required site plan approval by the Planning & Zoning Commission.
on premises located: 1275 & 1287 John Fitch Boulevard
and more particularly bounded and described as follows:
SEE ATTACHED
OWNER OF RECORD: Kasheta Farms, Inc.
Dated at South Windsor, Connecticut this 13th day of November, 2003.
Robert Warren, Chairperson,
PUBLIC ACT #75-317
VOL. 15 9 2 PAGE 234
Ct.•-WAXPAWYOelo-UMFOW 111VOT-1 •1QlyleeriT�TEttaA4tiUrtrrco.
M. a Coy. an, Crwwq 4M. G4.W1. K I. tJMt
Ito AWE. f*
%As» 1Is, 7"aat We, FLOR>rNCE F.. WINTON, of the Town of Bloomtield,
County of Hartford and State of Connecticut, and PETER WINTON, of the
Town of Wethersfield, County of Hartford and State of Connecticut
f0rthe0ensid0Wi0,01 TWO HUNDRED SIXTY-FIVE THOUSAND ;2655,000) DOLLARS
rresived to LUJlcU sWWaetiox ofW Gmntort. from KASHETA FARMS, INC., a Connecticut
corporation having its principal place of business in the Town of South
srhwslmcaiiixglarkbcsatia Windsor, County of Hartford and State of Connecticut
herein designated as the Grantors, do hereby give, grant, bargain,
�eil an� comax to paxcclaofehnd, certa n p cc or together with the buildings
and improvements thereon, situate, lying -and being in the Town of
South Windsor, County of Hartford and State of Connecticut on the
northwesterly side of U.S, Route No, S. Said premises are more
particularly bounded and described as follows,
Commencing at a point marked by an iron pipe set in the north-
westerly boundary of U. S. Route No. 5 and which point is four
hundred eighty-nine and forty-eight one -hundredths (489.48) feet
measured southwesterly from a Conn. Highway Department merestone
set at the intersection of the southwesterly boundary of Strong
Road, so-called, with the northwest boundary of U. S. Route No. 51
thence moving south 28' 39' west, a distance of two hundred ten
(210) feet to an iron pipe, thence moving north 53' 301 west, a
distance of five hundred (500) feet to an iron pipe) thence moving
north 28' 45' east, a distance of two hundred twelve and fifty-eight
one -hundredths (212.58) feet to an iron pipet thence moving south
53. 12' east, a distance of five hundred (500) feet to the point or
place of beginning.
Said prnmisea era ,randud northeasterly by land now or formerly
at tt. Pox A CA., Inc. five hundred (500) foot, tsouthwdsterly by
U. S. Route No. 5 two hundred ten (210) feett southwesterly by land
now or formerly of Annie Allen five hundred (500) feet and north-
westerly by land now or formerly of Richard P. Jones and Marion R.
Jones, two hundred twelve and fifty-eight one -hundredths (212,58)
feet.
said premises are subjeot to building, building line and muni-
o1pal zoning restrictions, as of record may appear, and rights of
Present lessees, tenants or persons or parties in possession of
said premises, and taxes in favor of the Town of South Windsor on
the list of October 1. 1986, not yet due and payable.
;a ,flaste omb to 1501b the pro isa herrby amwv,4 via the aPpwtnanas 04rw rnM
the Oraat— and unto ilea Gra ' heim *%cemoors and assigns femur and to A4 Grantees' and Atir
ownproper —axd&W, and theGrantors doforamw1w,,&,it/aimtraestoraandassign covenant
with the Grantees, their halm s aftlort and asrigns that the Gmntoss art well seized R/ W V,tmisa as
a good ixdtfeasiMe estate in FEE SIMPLE; and Aave good right to grant and convey the some in manner
and fora- as herein written and the same are free from all i"cumbraxces whaumvr, except as herein stated
RECEIVED FOR RECORD:
DATE-4—Zi TIME -D_7 :.IV
SOILS
NnA — Ninigret Fine Sandy Loam, 0 to 3 percent slopes
Rapidly permeable above high water table, moderately well —drained
Coarse texture, moderate moisture —holding capacity
WdA — Walpole Sandy Loam, 0 to 3 percent slopes
Slow runoff, Slow internal drainage, moderate to rapid permeability
WvA — Windsor Loamy Fine Sand, 0 to 3 percent slopes
Excessively drained soils, rapidly permeable, low water —holding capacity
NOTE: SOILS NOTED FROM SOIL SURVEY, HARTFORD COUNTY BY USDA SOIL CONSERVATION
SERVICE, SERIES 1958, NO. 14 ISSUED FEBRUARY 1962 ARE APPROXIMATE.
NOTES:
V THE PURPOSE OF THIS MAP IS TO SHOW EXISTING CONDITIONS WITHRF,SPECT
TO BOUNDARY LINESAND MUNICIPAL SETBACKS:
2) HORIZONTAL DATUM NAD 1983
YF.R77CAL DATUM NGYD 1929
3) ALL MONUMENTATIONFOUND OR SET IS DEPICTED HEREON.
4) PARCEL IS ZONED INDUSTRIAL Y' PER THE, TOWN Or SOUTH WINDSOR
PLANNING AND ZONING REGULATIONS.
5) PARCEL LIES E<. , LYWITHIN ZONE X AREAS DETERMINED TO BE OUTSIDE
THE 500-YEAR FLOODPLAIN PE R FIRM FLOOD INSURANCE RATE AIAP TOWN OF
SOUTH WINDSOR, CONNECTICUT HARTFORD COUNTY COMMUNITY PANEL
NUMBER 090036 0005 D MAP REYISF,D: FEBRUARY23, 200L
6) LOTACREAGE. 104,629 S.F., 2.40Ac.
MAP REFERENCES:
1) SITE PLAN FOR KASHETA FARMS, INC. JOHN FITCHBLYD SOUTH WINDSOR, CT
DATE:517187 SCALE:1"=20' FUSS & OWEILL
2) TOPOGRAPHIC MAP PLOT PLAN OWNER -DEVELOPER ANDRE L. & KgVIN P. CIIARBONNEAU
125 EDWRV ROAD SOUTH WINDSOR, CONNECTICUT SCALE.-P=40' DA7T; r 9-89
PALMBERG & RUSSO
3) CONTRACT DRAWINGS WATER POLLUTION CONTROL FACILITY SOUTH WINDSOR,
CONNECTICUT ROUTE 5 STA 75+50N TO 88+50N DATE: NOV.. 15, 1966 SC4LE.F=40'
AS BUILT CONDITIONS JAMES S. MINGF.S & ASSOCIATES
4) CONNECTICUT STATE IHGHWAYDEPARTMENT RIGHT OF WAYMAP TOWN OF SOUTH WINDSOR
FAST HARTFORD-SPRINGFIF.LD ROAD FROM NF.WBERRYROAD NORTHERLY To FAST U71VI)SOR
TOWN LINE. ROUTE U.S. 5 SCALE. T' =40'DATE: 7-31-42
Z0 1 11
z
m
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
REVISIONS
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
4
10-4-04
ADD VARIANCE APPROVAL INFO
RAM
3
9-29-04
PER WPCA COMMENTS, ADD WPCA APPROVAL LTR
RAM
2
8-9-04
TOWN COMMENTS
GBS
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
1
8-2-04
PER TOWN COMMENTS
MHA
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
t0,t! set
Q r %tzvn t v�crc�th `ll�u zd
c �
z 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
�05'ox cOa�c AREA CODE 860 / 644-2511
CERTIFIED MAIL,
August 19, 2004
Edward Kasheta
Kasheta Farms, Inc.
1275 John Fitch Blvd.
South Windsor, CT 06074
Re: Appl 404-45P, Kasheta Farms Addition
Dear Mr. Kasheta:
We are pleased to advise you that the Planning & Zoning Commission voted on August 10, 2004
to approve with modifications the above referenced application for a Site Plan of Development.
This approval is for the construction of a 3,200 square foot addition on property located at and
1275 & 1287 John Fitch Blvd, I zone as shown on plans prepared by Design Professional, Inc.,
Job No.1856 dated August 8, 2004, 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. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11
of the Zoning Regulations.
4. All plans used in the field by the developer must bear the stamp and authorized signature of
the Town of South Windsor.
5. This approval does not constitute approval of the sanitary sewer, which can only be granted
by the Water Pollution Control Authority.
6. The building street number must be included on the final plan.
Black and white transparent mylars of Sheet 113 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 Agcncy/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,
Timothy Ii. Wentzell, Chairman
Planning and Zoning Commission
THW/kak
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
`°VI N St•A
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
OR'C°'�a TELEPHONE (860) 644-2511
September 23, 2004
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
Attn: Becky Meyer
RE: Kasheta Farms, Inc.
1275 & 1281 John Fitch Blvd.
South Windsor, CT
Dear Ms. Meyer:
The South Windsor Water Pollution Control Authority, at its regular meeting of September 7, 2004 gave
approval for the connection to the Town's sewerage system of a commerciat building at 1275 & 1281 John
Fitch Blvd., South Windsor, CT, as more specifically shown on plans entitled "Kasheta Farms, Inc. Site
Plan" prepared by Design Professionals, Inc., Project No. 1856, Drawing No.(s) 3, dated 6-24-04, revised
8-02-04 and 8-09-04, and subject to the following conditions:
1. Technical approval of the Town Engineering Department.
2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once
the sewer line has been installed and inspected by the Town staff, and eased upon the written
verification of the To,.vn staff that said sanitary sewer line was installed in substantial conformance
with the design plans previously approved by the Authority, and meeting all Town regulations and
appropriate technical specifications relating to sanitary sewer construction.
This approval letter must be superimposed on the final approval plans.
Very truly yours,
A: 2G�YT tJ _
Jf7seph J. Carino, Chairman
Water Pollution Control Authority
JC:dd
Cc: Matthew Gatligan, Town Manager
Michael J. Gantick, Director of Public Works
Jeff Doolittle, Town Engineer
Marcia Banach, Director of Planning
Chris Dougan, Chief Building Inspector
Kasheta Farms, Inc.
/
0
N\F
SYLMA N. & MARILYN N. GOLDBERG
LINE OF OAK TKES
1. PIN \ Ga 2" 1. PIPE S
djL 10' SAY. ��—:DRYER=jj�,
CT
GRAINDROPHOPPER CORN ORTIONS OF EXISTING \PE OUS AREAS USED FOR I0 I CFA ING OPERATION. FARM
EQ IPM£NT ONLY STOREDKITH PERVIOUS AREAS. NO BIT
STORA E OF COMMERCIAL ITEMS — --SUC AS LAWN EQUIPMENT W IN PERVIOUS AREAS.COARSE GRAV
X 72.8 \ /
GUIDE RAIL
N\F \ a ' 7'
i
__-
- v�_\ CONTRACTOR TO LOCATE EXISTING
\ SAN. LATERAL PRIOR TO START
\� OF CONSTRUCTION
i� 3e• OAK
INV.=67. Il \ zw• oAK
i72.D' ",Lim GO• RO 2' £ROW
SMH
T.F.=72.84'
1 INV.=63.3'
1
1
1
1
1
I
1
1
1
1
1
1
1
1 1
1
1
11
1
1
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1
1
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1 I CLP 16457
1
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3T OAK 1 SMH I
LPI�N� INV.=63.3'
!` PROPOSED 1—STORY ADDITION
3293t SF. TOTAL
\
1281 JOHN FITCH BLVD
\
FF:74.44
1 STORY GARAGE + �\
OARACE /
74 SS.
iV N
FR 74.44
T S
LAV, y
/
d 2966 S.F.t TOTAL: ,
682.5 S.F.t OFnCE B CRAB
2283.5 S.F.t GARAGE J / PLE TREE
N CT
2 SAL
r
10' waLE r
c, sF
'
,�
{
72.0' S C.00NIM
�R
VALVE
•
ALL SAN. LAT.
ROPOSED ADDI
A
C,,'�:;
SL AND INVERTS TO BE
EDpRjOR TO
BIT
BIT. PAVEAI " �A
3200 S,F. t
=cT1oN. \if- ADD HANDICAP STALL
9
GEORGE HALLER \ N 1g7'
_ f I 1 I I 1 7 I I 71 2e ME
�
SP Y A �, 6� .-•�--- �� Q I I I I Imo! I I (� i�---
a -I
x 7.,�, .0 (TYP.) c F1 CC
\ , \ PORTIONS OF EXISTING GRAVEL {� �I ) I 1275 JONN �-
,� YARD USED FOR LANDSCAPE I I N"-113AC�1NG)vim+ NG gt11LD3�0 0
' I I I APRON I
CONTRACTOR &FARM NG I , y y
OPERATION, FOR SEASONAL PARKING TO SHOW FF' �f,* To1Az-,�..U,��.�II `
STOCKPILING OF LANDSCAPE ZONING COMPLIANCE g.f.t� 4
\ 1 W w MATERIALS SUCH AS MULCH, I NOT TO BE BUILT a 22.0.6 S.F.
GARAGE
AND FOR STORAGE OF SURPLUS \
\ \ o AT THIS TIME g' 97.555F, SIORE
LAWN AND FARM EQUIPMENT I � --.. N' STORE ..-1
.-t { i I I 1 1 I BIT -- 1 90•o' —
W Cl-,Q X 72.5 I ( I EXIT.
I ( ` y C
fi I Ww
� 3c oAK L -.L -I __JP t (�ONCR LPAD ` — RE TRIPE; AD
1 WJPRWOSE6 \ HANDICAP ;SAD
WrAt
_MMDETAI WdAisp
DISPLAY-AREA1SPt qY ARot10S. LAY AREA �r
'° u• OAK ' — — J _-1 4-"� —76 — — —
I. PIN 16�� z' OAK
� TRANS. PAD
zt_ 500.0 % __ _jZ_2_
_9.jAf24- OAK_
,V OAK te• o BENT IRON PIPE TB- OAK /
FOR3 SPACES DISPLAY CB T.F.=73.31'
18"RCP OUT
FL=69.2'
T '
t '
N\F
ANDRE L.. CHARBONNEAU
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30015-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MARTEL LIC. No.
GRAPHIC SCALE
40 0 20 40 80
(INS)
1 inch = 40 ft.
Tel.—860.291 • 8755
esign ® Fax 860.291.8757
rofessionals, enc.
11 civil engineers • planners surveyors
landscape architects . gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
SITE PLAN
DESIGN. - HAM DRAWN.• PTB I CHECKED: RPM
JOB NO.: 1856 DATE 6-23-04
DRAWNG NO.: 1856—BASE
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OWNER/APPLICANT:
KASHETA FARMS, INC.
1275 & 1281 JOHN FITCH BOULEVARD
SOUTH WINDSOR, CT 06074
TEL. (860) 528--3697
RESURVEY PREPARED FOR:
KASHETA FARMS K Vi
SOUTH WIINDS0211 C01\ MIC
SHEET
3,
1"!
GENERAL NOTES
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS
AND SPECIFICATIONS.
2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
3. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR
AND/OR AGENT AND THE DESIGN ENGINEER.
4. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
5. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL PAVEMENT CONSTRUCTION
SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WNDSOR
PUBLIC IMPROVEMENT SPECIFICATIONS AND THE STATE OF CONNECTICUT "STANDARD
SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814" OR MOST
CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH
THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT
OF TRANSPORTATION STANDARD ROADWAY DETAILS.
6. EXISTING UTIU71ES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION.
THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION.
BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455.
7. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED
TO ACCOMPLISH CONTROL.
8. COORDINATE THE INSTALLATION OF SANITARY SERVICE, POTABLE WATER SERVICE,
GAS SERVICE, ELECTRICAL SERVICE AND TELEPHONE SERVICE WITH THE TOWN
OF SOUTH WINDSOR AND THE RESPECTIVE UTILITY COMPANY.
9. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES
USING A PIPE LASER OR OTHER ACCURATE METHOD.
10. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION PRIOR TO APPROVAL FOR
BACKFlLL, IN ACCORDANCE WITH THE APPROPRIATE UTILITY COMPANY AND/OR
TOWN OF SOUTH WINDSOR REQUIREMENTS.
CONSTRUCTION SEQUENCE
1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A
PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR.
2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING.
3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS.
5. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING
AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES.
6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS
AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY
AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR
LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF
DISTURBED AREAS.
7. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS.
IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING.
8. PLACE PAVEMENT, AND LOAM, SEED AND MULCH OR HYDROSEED ACCORDING
TO SEEDING SCHEDULE.
NOTE: CONSTRUCTION OF BUILDINGS TO COMMENCE ONCE GRADING OPERATIONS IN
AREAS OF FOUNDATIONS ARE COMPLETE. CONSTRUCTION OF FOUNDATIONS TO BE
COMPLETED AS PART OF OVERALL SITE WORK.
ESTIMATED START DATE FOR CONSTRUCTION - SUMMER 2004
ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2004
SEDIMENTATION AND EROSION CONTROL NARRATIVE
1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED
IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY
THE CONNECTICUT COUNCIL FOR SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE
PERMANENT VEGETATION IS ESTABLISHED.
2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" x 2" x 36"
WOODEN STAKES PER BALE.
3. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND.
4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY.
5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES
SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY
PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN
AGENCY.
6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED
TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS AS
REQUIRED.
7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP MULCH
OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE.
8, AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY.
o 111 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
zz LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
y INFORMATION. ALL EXISTING UTILITIES SHOULD
R' BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 8-2-04
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE
REVISIONS
PER TOWN COMMENTS
DESCRIPTION
MHA
BY
0i
ANGLE
ANGLE POSTS
S
1. SET POSTS AND 2. STAPLE THE SILT
EXCAVATE A 6'x6' TRENCH FENCING TO THE
WIDTH VARIES
5' O
FOR STABILITY
AND �-
POST UPSLOPE FROM POSTS.
SILT END OF THE POST
FENCING
1 1/2" SURFACE COURSE -BITUMINOUS
CLEANING.
CONCRETE, CLASS 2 ON 1 1/2" CLASS BASE COURSE
as
12" MIN.
RISE 1 /4" PER FT OR 1-1/2"
I1-1IIi J=
p p p p E3
13aaaa
AS DIRECTED
13 0 0 0
_6 CT D.O.T. 2" STONE TO BE PLACED
Z
OVER FILTER FABRIC MATERIAL
D 0 0 0 0 0
0 0 0 0 [3
SEE SEDIMENT AND EROSION
00
FILTER
3. ATTACH FILTER FABRIC TO
THE WOODEN POSTS AND EXTEND
4. BACKFlLL THE
TRENCH AND COMPACT
N
CI 17 f]
SHEET FOR PAVEMENT WIDTHS
FABRIC
IT INTO THE TRENCH
THE EXCAVATED SOIL
a a o
1313
COMPACTED
0 0 0 0 0
BACKFlLL
0 0 0 Q Q
'Al
E3 0 0 0 0 0
't
GRAVEL BASE
EDGE OF PAVEMENT
8" DEPTH AFTER COMPACTION
~il
PLACED IN TWO COURSES
THRU STREET
CONSTRUCTION OF SYNTHETIC
FILTER BARRIER
CROSS SECTION
_
ANTI -TRACKING
APRON
N.T.S.
N.T.S.
BITUMINOUS CONCRETE PAVEMENT
N.T.S.
CADE
5" THICK CONC. DUMPS
(SEE PLANS FOR OIM��������
DUMPSTER ENCLOSURE DETAIL
N.T.S.
PAVEMENT \ 5" THICK 4000 # CONCRETE SLAB
SEE PLAN FOR DIMENSIONS
0000 0
o p � 0 0p 0
0 77771771777177111O 0• O 0 0
9" THICK
PROCESSED STONE
DUMPSTER PAD DETAIL
N.T.S.
COMPACTED SUBGRADE
ru ur„ ire � �r
IN LINE CLEANOUT
TYPE I
NOT TO SCALE
PIPE SIZE PER PLAN
® Tel. 860.291.8755
Fax 860.291.8757
aesign ITrof %owmsionals, Inc.
civil engineers • planners surveyors
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
DESIGN: I DRAWN: RAM I CHECKED: GBS
JOB No.: 1856 DATE.• 6-23-04
DRAWING NO.: 1856-BASE
LAWN / STREETS
TOPSOIL & SOD OR SEED
APPROVED GRANULAR NOW
.444 ° r , -PLACED MATERIAL BACKFILL
DAND COMPACTED IN
.. ONE FOOT (1) (MAX.) LIFTS.
WARNING TAPE PER CONN.
GENERAL STATUTE SECTION
AS AMENDED, PLACED
12" (MIN.) TO 24" (MAX.) ABOVE
.•
TOP OF PIPE.
4. ;
°
�- ---
SAND BLANKET
t<
PIPE, AS SPECIFIED
1/2 C.D. PIPE
••
31e BROKEN TRAPROCK
1/2 .D. PIPE :: r -: '•'
q . ;
FILTER FABRIC
6" IN. �:•..'..
(SEE NOTE)
O.D.
a=,;.;..n:?•' =,>�u�r�`3
<_1
PIPE _-j
12" SAND MIN. ; "'• '
SECTION
••`:�
STONE
':•�.:
NOTE:
:�
1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE
6" MIN.
NECESSARY PG. VI-46
2. FILTER FABRIC SHALL BE NONWOVEN
CLASS 2, WITH PERMITTIVITY OF
1f-6" 1'
0.5 TO 0.1 SEC'' AND ADS OF
0.43 mm TO 0.22mm AND SHALL
PIPE - IN GROUND WATER
MEET AASHTD M288-96
NOT TO SCALE
TYPICAL SANITARY SEWER
TRENCH SEC11ON
OWNER/APPLICANT:
KASHETA FARMS, INC.
1275 & 1281 JOHN FITCH BOULEVARD
SOUTH WINDSOR, CT 06074
TEL. (860) 528-3697
PREPARED FOR:
KASHETA FARMS;
W-5 12011 JOHN PETCH BOtUILIE V ARD
SOlUTIR W7 son;4 CONhYlECTRCUT
SHEET
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fascia and rake
(top.)
New vin l sidin
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doors to match existing
(top.)
NEW ADDITION EXISTING BUILDING
SOUTH ELEVATION
Scale: I/8"-l`-011
EAST ELEVATION
Scale:
New meta
fascia anc
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New ving'
to match
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New conc
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QUEST ELEVATION
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