HomeMy WebLinkAbout01-14P_PROPERTY OF U S I LIMITED PARTNERSHIP_CHAPEL ROAD--d"
KEY MAP
SCALF. 1 "-100'
'6i S
PROPERTY OWNERS WITHIN 500' RADIUS OF SITE
I JAY HALLER
ANTHONY BOTTICE 1.L,O
3 PROPANE GAS SERVICE
4 420 JOF-iN FITCH BLVD. LLC
5 JEAN MARL JACQUfS
6 MI:JF KAR LLC
7 CI.A`."FON 1). & L.OUISF D. MA'IT11F:R
8 FRIT)FRICK W. )'( )I ;N(i
1) ANDR1. 1. CHARI30NF ".AU & ASSOC'
1O P & l) R1 A1.1'Y CO
1 1 J0SEP1 I SACLAWA
12 RONALD FRIEDMAN
13 JOHN NIELSON & SONS INC.
14 EVE C. HALLF R TRUSTEF
15 SUMITOMO BANK
.S
INDEX
SI-1EF"T I TITLI SHEET
SHEEN, 2 PL,OT PLAN
SHEET 3 'TOPOGRAPHIC MAP
SHEET 4 LANDSCAPING PLAN
SHEET 5 BUILDING ELEVATIONS
SITE DEVELOPMENT PLAN
282 CHAPEL ROAD
South Windsor, CT
Purpose- to seek
approval to construct a building on
existing foundation " H"
ZONING DATA BLOCK
ZONE:: INDUSTRIAL
ITEM
REQUIRFD
PROPOSED
LOT AREA
20,000 SI.
4.03 acres
LOT WIDTH
100' min.
363.62'
LOT DEPTH
150' min.
600'
LOT COVERAGE
50% max
46.4%
IMPERVIOUS COVERAGE; 65% max
91 % (variance
requested)
FRONT YARD
35' min.
36.5' min.
REAR YARD
25' min.
25.7' min.
SIDE YARDS
10' min.
19.5' min
OWNER/APPI.ICANT-
U S I LIMITED PARTNERSHIP
6779A ENGLE ROAD
MIDDLEBURG HEIGHTS. IHIO 44130 r; I- 446 - 234 - On616)
N / F
ANTHONY BOTICELLO
VOL. 347 PG. 166
EXISTING I.P.
N / F
DUNN BROTHERS INC.
VOL. 108 PG. 320
M. S.
- S 65'26'12" E
303.87'
-
/
EDGE OF PAVEMENT TYP.
j
EX. CB
25•
°'— 15" RCP 26.7
_ _
CATCH BASIN (TYP.)
—
15" RCP
--�— —-------
18 RCP DBLCB 31.67'—
-
— —
—
—I 1
I 41.3'
41,3•
I j
I
40.00,
I
�'
II
M
II /
08LDGF
10. oo.
I BLDG E
11 1
I
II i
BLDG G
II '
I C; ® in
BLDG H
II
(o
o
EXISTING
N _o
I I
CONC. BLOCK
EXISTING
N
I I
STRUCTURE CONC. BLOCK
I I
i
7,455 SF STRUCTURE
EXISTING PROPOSED
`"II
I
I
7,909 SF
CONC. BLOCK STRUCTURE
II
I
STRUCTURE ON EXISTING
Ii
CL&P
26688
U.G. UT1L
8,425 SF
FOUNDATION
i I
W/U.G. DROP
DROP (TYP.)
I
10,236 SF
I
I
41, 3'
I
I
DBLCB
I
cd 41.3•
raj
DBLCB
N / F
' Z12� _ RCP
41.3'
JOHN R. NIELSEN & SONS,
INC.
_-1$"
41•3' — — D8LC8
50.()0•
VOL. 48 PG. 201
I
41 4
cP o
00
'
r-----
—21" RCP
1
l
'
41.4'
I
DBLCB
PARCEL 1
50.00•
I
I
ARE = 4. 0199
ac es
I
to
to .
001
I
1
�
I
BLDG
A
I
BLDG B
W
I
BLDG C
io
BLDG D I
3
N
to
CL&P
26687
n
�n �
r\ N
N n
N Z
EXISTING
I
CONC. BLOCK
I EXISTING
STRUCTURE EXISTING
QII
(n
L'-t
CONC. BLOCK
STRUCTURE
11,861 SF CONC. BLOCK
ro
EXISTING w
r)
13,526 SF
STRUCTURE
ALUM. SIDED
10,495 SF
STRUCTURE
11,525 SF o °
i
z
I
U.G. UnL
DROP (TYP.)
O
S 33'43'13" W
IRON ROD I
IRON ROD
S 65'26'12" E 324.82' --S 65-32'15" E
57.82' -
N / F
ANTHONY BOTICELLO
VOL. 347 PG. 166
S 65*32'15" E 442.29'
30" RCP OUTLET
—==30.39'=_____________________________=_____________________====1 FL = 61.17
N 65'26'12" W -.�- S65'32'15"E -
S 33*43'13" W 329.66' 130.98'
30.38 Z
� N
O
w DRAINAGE EASEMENT IN FAVOR OF SUBJECT PROPERTY
a
0) AS PER DEED, VOL. 805 PG. 265. AREA = 1.48 ACRES
S 65'26'13" E
2�,•t
5.32'— OUTLET
RIGHT TO DRAIN
TO CHAPEL ROAD
iN FAVOR OF
EXIST. I.P. SUBJECT PROPERTY
PARCEL 2
AREA — 0.02801 acres
N / F
JEAN MARC JACQUES
VOL. 454 PG. 543
I / So• 0p' I N 356, 335 16
I 41 4• — E 638, 366.79
CHAIN LINK FENCE
41.4' I N 66'13'48" W
I /TIE LINE ONLY ._ 349.24'
M. S.
EXISTING DUMPSTER I / Q� o PHONE M. S.
TO BE SCREENED ON
ALL SIDES — 6' HIGH
CL&P
26686
54'38'22"
SIGN
EXISTING I.P. I
P7
2-
41.31 OIL FILLER, U.G. TANK P
M. VAULT
_ O 8' X 10' CONC. PADELE_
C —ELEC— - FLAG POLE �SFAH CURVE DATA
NET
\ O n D TF=72.74 0 = 03'25'00"
° 5809 � i�
CURVE DATA R = 825.00'
o Gv CURVE DATA T = 24.60'
AULI . , ff 0 = 01'47'30 1 - 49 20'
M. S.
SNET
3118
/S 88'21 ' 33" W
46.93'
GRAPHIC SCALE
40 0 40 An
1 INCH = 40 FEET
S
ENTRY GATE SAN. M.H.
--WATER GATE (TYP.)
FIRE
HYD.
N 356, 404.81
E 638, 010.64
LEGEND
A =
�- R =
2012 10
825.00'
R =
825.00' CH BEAR. = N 67'56'18" W
T =
146.98'
T =
12.90' CH. DIST. = 49.20'
L =
290.89'
L =
25.80'
CH.
BEAR. = N 81'32'23" W
CH.
BEAR. = N 70 32 34 W
CH.
DIST. = 289.39'
CH.
DIST. = 25.80'
o I.P. IRON PIN
o MON. MONUMENT
o M. S. MERESTONE
- o o — CHAIN LINK FENCE
PLEASENT VALLEY ROAD
N / F
JEAN MARC JACQUES
VOL. 454 PG. 60
4 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT C6074
'hoson'CTELEPHONE (860) 644 2511
May 25, 2001
C'ERTIFiE:D MAIL
130,41'
0---- -
USI Limited Partnership
282 Chanel Road
South Windsor, CT 06074
Dear Sir/Madam:
Re: App101-14P U-Store It Site Plan
We are pleased to advise you that the Planning & Zoning Commission voted on May 22, 2001 to approve with
modifications the above referenced application for a Site Plan of Development.
This approval is for the construction of a 10,236 sq. ft. building on property located at 282 Chapel Rd., I zone as
shown on plans prepared by Emil Lucek, Job No. 2001-001, dated 3/28/01 as revised. This approval is subject
to the following modifications:
I . 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 8.1.10 of the Zoning
Regulations.
4. Footing drains are required if the building has a basement.
5. A landscape bond in the amount of $1,000 is required and must be submitted prior to filing of mylars.
6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of
South Windsor.
7. All temporary signage is to he removed.
S. Zoning Board of Appeals variance granted must be reproduced on the plans.
1). Dunipster is to be located on a concrete pad and screened.
10. Lighting to he replaced in accordance with letter dated May 17. 2001 from Douglas Lamison, Construction
Coordinator and must be in place prior to building permit being issued.
Black and white transparent mylars of Sheet 2 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 as well as the inland Wetlands Agency/Conservation Commission
must be reproduced on the mylars.
After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the
Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department.
Very truly yours,
Walter J. Mealy, Chairman
Planning and Zoning Commission
WJM/dif
CHAPEL ROAD
�O
Q
VICINITY MAP
' N TS
N / F
LOU I S J. &
BARBARA A. POLA
71aL1)VZ 01P soam 2v&
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN 06074
1
AREA CODE 8601 644-2511
April 11). 2001
CERTIFIED 9 P462498161
Mr. Emil Lucek
63 Ellington Road
Tolland, CT 06084
Re: Appl. #2498-01 — USI Limited Partnership, 282 Chapel Road, i zone
To Whom It May Concern:
At the meeting of the South Windsor Zoning Board of Appeals held on April 5, 2001, the Board approved
your request for a variance to section 10.2 to allow 91 % impervious coverage (65% allowed) at 282
Chapel Road. I zone.
The Board concluded the hardship to be that the property has existing buildings and foundation that had
previously been approved by the Building Department.
This decision its subject to site plan approval by the Planninv & 7_onme Commission.
Any new building, or alteration/additions to existing buildings, requires a building perintt prior to start of
construction.
These actions are effective upon your filing the enclosed form in the Town Clerk's Office at your own
expense.
Vcly truly Nouts,
Marjorie. Anthony, Chairperson i
lonute Boanl t,1 Appeals
MA:dr
N 64'25'10" W
c
C
N
N
W
.p
Irn
►+
N / F
BISSEL
COMMONS INC.
370.00'
EXIST. I.P.
N / F N / F
SHARON E. RODRIGUE & I RICHARD C. VIRGIE &
FRANCIS R. TRAMONTANA SHARON E RODRIGUE & ROSS G. BURWOOD
FRANCIS R. TRAMONTANA
GENERAL NOTES:
1. REFERENCE IS MADE TO THE FOLLOWING MAPS:
A. PROPERTY OF A SPACE STATION, CHAPEL ROAD, SOUTH WINDSOR,
CONN., SCALE: 1" = 40', DATE: 7-18-94, BY EMIL W. LUCEK
ASSOCIATES.
B. PLAN SHOWING DRAINAGE EASEMENT ON LAND OF JMJ CONSTRUCTION
CO. INC., CHAPEL ROAD, SOUTH WINDSOR, CT., SCALE: 1" = 40',
REVISED THRU 5-19-94, BY ED LALLY AND ASSOC., WINSOR, CT,
FILED IN THE TOWN OF SOUTH WINSOR LAND RECORDS AS MAP # 2270A.
C. SITE PLAN, PREPARED FOR JMJ CONSTRUCTION, CO., SOUTH WINDSOR,
CONN. SCALE: 1" = 40', DATE: 4-9-87, BY REINO E. HYYPPA &
ASSOCIATES, GLASTONBURY, CT. FILED IN THE TOWN OF SOUTH
WINDSOR LAND RECORDS AS MAP # 1876A.
D. PROPERTY OF SAMUEL M. SISISKY, CHAPEL ROAD, SOUTH WINDSOR,
CONN., SCALE: 1" = 40', DATE: JUNE 28, 1976, BY EMIL W. LUCEK
AND ASSOCIATES, FILED IN THE TOWN OF SOUTH WINDSOR LAND
RECORDS AS MAP # 719B.
E. SITE PLAN, TOPOGRAPHIC AND CONSERVATION PLAN, PROPERTY OF
SAMUEL M. SISISKY, CHAPEL ROAD, SOUTH WINDSOR, CT, SCALE:
1" = 40', DATE: 8-15-86, REV. THRU 11-25-87, BY LUCEK
ENGINEERING ASSOC. INC.
F. PROPERTY SURVEYED FOR ALLIED BUILDING SYSTEMS INC., PLEASENT
VALLEY ROAD, SOUTH WINDSOR, CT, SCALE: 1" = 40', DATE: JULY
30, 1970, BY HAYDEN L. GRISWOLD L.S. # 536, FILED AS MAP
# 863B.
G. RIGHT OF WAY MAP, CHAPEL ROAD, FROM U.S. ROUTE 5 EASTERLY
TO BURNHAM STREET, SOUTH WINDSOR, CT, SCALE: 1" = 40', DATE:
6-7-91, BY A-N CONSULTING ENGINEERS, FILED AS MAP # 2249.
2. FOR SUBJECT PROPERTY REFERENCE IS MADE TO THE FOLLOWING DEED
ON FILE IN THE TOWN OF SOUTH WINDSOR LAND RECORDS: VOL. 805,
PAGE 265.
3. AREA OF SUBJECT PROPERTY CONTAINING TWO PARCELS IS 4.03 acres.
4. SUBJECT PROPERTY IS NOT WITHIN THE LIMITS OF THE 100 YEAR FLOOD
PLAIN. '
N / F
ANTHONY BOTICELLO
VOL. 347 PG. 166
N / F
DUNN BROTHERS INC.
VOL. 108 PG. 320
EXISTING I.P.
1
S 65'26'12" E
303.87'
EX. DBLCB
TF=67.28 M. S.
FL=63.62
/
25'
EDGE OF PAVEMENT TYP.
j
'7°
15" RCP
2s.7s'
26.40'
21"
RCP
EX. CB — — — — —
— f —
�
fF=67.35 _ CATCH
BASIN (I TP. j ; 5" rcCP
i o
RCP st.s7`—
I
FL=64.49
_ _
EX. CB
EX. CB
EX. DBLCB
/
( I
( 41.3,
TF=67.47 41.3,
TF=67.44 41.3'
TF=67.34
FL=64.44
FL=64.30
FL=64.07 40.00•
i
02
68,
1
10•00' L
( BLDG E
+bA
BLDG F
�l
0 1(
BLDG G
I(
BLDG H
((
I
---68�
o o
N Ni
h
0
GXIS I IIVG
CONC. BLOCK
/
EXISTING
N
a I
I I
STRUCTURE
7,455 SF
CONC. BLOCK
( I
I
STRUCTURE
EXISTING
PROPOSED
N11 I
(
i
7, 909 SF
CONC. BLOCK
S TR U C TU RE
1 1
STRUCTURE
CL&P
8,425 SF
ON EXISTING
11
26688 UnL
FOUNDATION
I
�U.G.
W/U.G. DROP (TY'-)
0
/ /
EX. DBLCB
TF=68.16 I
TF=65.91
N / F
JOHN R. NIELSEN & SONS, INC. I
VOL. 48 PG. 201 �' I
Cd I
1 I
1'
1
ll
I
I
CL&P
26687
I
BLDG A
( EXISTING
CONC. BLOCK
STRUCTURE
b 13,526 SF
rn I
� 1
z
1
1
CHAIN LINK FENCE
I
EXISTING DUMPSTER I
TO BE SCREENED ON
ALL SIDES — 6' HIGH
CL&P
26686 �Q o
54'38'22"�1�
EXISTING I.P. I SIGN
SNET
/ 3118
/S 88'21 ' 33" W
46.93'
GRAPHIC SCALE
40 0 40 80
1 INCH = 40 FEET
413' 10,236 Sr o I
f 1
41.3'
15 _RCp
EX. DBLCB
= 18" RCP TF=68.11 41.3' u7
EX. DBLCB — — — — _ FL=65.14 I
TF=68.21 —_�5c).00' I
TF=65.48
00
RCp EX. DBLCB ' I
:41.4' EX. DBB TF=68.32FL=64.86 FL=64.31
PARCE 1 So.oARE, = 4. 019acres 1
69
\�69
BLDG B
BLDG C
\69
zo
6 BLDG D
00
N
M
Lo
N CI
�3ti N
N
22
O
N
b,b
+
��
EXISTING
COI BLOCK
STRUCTURE
EXISTING
11,861 SF
CONC. BLOCK
EXISTING
STRUCTURE
ALUM. SIDED
10,495 SF
STRUCTURE
11,525 SF 1
U.G. Um.
50.00.
70
414'AG
GE
OIL FILLER, U.G. TANK p
X 10' CONC. PAD i�
AN/
Cup
Li I I
W
M (
z
J n
UI
Q( L7
m
l U)
I Z 0
mr
1
N / F
ANTHONY BOTICELLO
VOL. 347 PG. 166
IRON ROD IRON ROD
S 65'26'12" E 324.82' - -.,n S 65'32'15" E - S 65'32'15" E 442.29'
S 33*43'13" W 57.82' 1
--==30.330" RCP
9'==_--------------------------------- — OUTLET
---------------_—_—_—_---
-------- -----------------
N 65'26'12" W S65'32'15"E —.�
S 33'43'13" W 329.66' ` \/ I 130.98'
1
30.38 z
N
o W
i a o DRAINAGE EASEMENT IN FAVOR OF SUBJECT PROPERTY
AS PER DEED, VOL. 805 PG. 265. AREA = 1.48 ACRES
L5.32 OUTLET � m
RIGHT TO DRAIN
TO CHAPEL ROAD
IN FAVOR OF
EXIST. I.P. SUBJECT PROPERTY
PARCEL 2
AREA = 0.02801 acres
N / F
JEAN MARC JACQUES
V vL. 454 PG. 543
I /V 356, 335.16
E 638, 366.79
�2 N 66*13'48" W
I / TIE LINE ONLY.— 349.24'
0
PHONE AA C M. S.
VAULT
0 FLAG POLE 73 H
CURVE DATA
D TF=72.74 0 = 03'25'00"
0 NET
5809 RCURVE DATA R = 825.00'
MA
SAN. M.H.
ENTRY GATE
0
—WATER GATE (TYP.)
FIRE
HYD.
N 356, 404.81
E 638, 010.64
LEGEND
i CURVE DATA
T =
24.60'
A =
20*12'10"
0 =
01'47'30"
L =
49.20'
�-- R =
825.00'
R =
'
CH.
BEAR. = N 67'56'18" W
T =
146.98'
T =
12.90
2.90'
CH.
DIST. = 49.20'
L =
290.89'
,
CH.
BEAR. = N 81'32'23" W
CH.
BEAR. = N 70'32'34"
W
CH.
DIST. - 289.39'
CH.
DIST. = 25.80'
O I.P. IRON PIN
o MON. MONUMENT
o M. S. MERESTONE
- 0 0 — CHAIN LINK FENCE
N / F
JEAN MARL JACUUES
VOL. 454 PG. 60
4
ni
0_ _ __ 130.41 ' �_ �d•��'t n"
V 370.00'
YY
N / F N /F
LOUIS J. & ISHARON E. RODRIGUE &
BARBARA A. POLA I FRANCIS R. TRAMONTANA ( SHARON E. RODRIGUE &
FRANCIS R. TRAMONTANA
GENERAL NOTES:
N
W
0
rn
00
N / F
BISSEL
COMMONS INC.
1
EXIST. I.P.
N / F
RICHARD C. VIRGIE &
ROSS G. BURWOOD
1. REFERENCE IS MADE TO THE FOLLOWING MAPS:
A. PROPERTY OF A SPACE STATION, CHAPEL ROAD, SOUTH WINDSOR,
CONN., SCALE: 1" = 40', DATE: 7-18-94, BY EMIL W. LUCEK
ASSOCIATES.
B. PLAN SHOWING DRAINAGE EASEMENT ON LAND OF JMJ CONSTRUCTION
CO. INC., CHAPEL ROAD, SOUTH WINDSOR, CT., SCALE: 1" = 40',
REVISED THRU 5-19-94, BY ED LALLY AND ASSOC., WINSOR, CT,
FILED IN THE TOWN OF SOUTH WINSOR LAND RECORDS AS MAP # 2270A.
C. SITE PLAN, PREPARED FOR JMJ CONSTRUCTION, CO., SOUTH WINDSOR,
CONN. SCALE: 1" = 40', DATE: 4-9-87, BY REINO E. HYYPPA &
ASSOCIATES, GLASTONBURY, CT. FILED IN THE TOWN OF SOUTH
WINDSOR LAND RECORDS AS MAP # 1876A.
D. PROPERTY OF SAMUEL M. SISISKY, CHAPEL ROAD; SOUTH wiNDSOR,
CONN., SCALE: 1" = 40', DATE: JUNE 28, 1976, BY EMIL W. LUCEK
AND ASSOCIATES, FILED IN THE TOWN OF SOUTH WINDSOR LAND
RECORDS AS MAP # 719B.
E. SITE PLAN, TOPOGRAPHIC AND CONSERVATION PLAN, PROPERTY OF
SAMUEL M. SISISKY, CHAPEL ROAD, SOUTH WINDSOR, CT, SCALE:
1" = 40', DATE: 8-15-86, REV. THRU 11-25-87, BY LUCEK
ENGINEERING ASSOC. INC.
F. PROPERTY SURVEYED FOR ALLIED BUILDING SYSTEMS INC., PLEASENT
VALLEY ROAD, SOUTH WINDSOR, CT, SCALE: 1" = 40', DATE: JULY
30, 1970, BY HAYDEN L. GRISWOLD L.S. # 536, FILED AS MAP
# 863B.
G. RIGHT OF WAY MAP, CHAPEL ROAD, FROM U.S. ROUTE 5 EASTERLY
T v BR"'JIvTREET SOUTH WINDSOR, CT, SCALE: 1" = 40'DATE:
6-7-91, BY A—N CONSULTING ENGINEERS, FILED AS MAP # 2249.
2. FOR SUBJECT PROPERTY REFERENCE IS MADE TO THE FOLLOWING DEED
ON FILE IN THE TOWN OF SOUTH WINDSOR LAND RECORDS: VOL. 805,
PAGE 265.
3. AREA OF SUBJECT PROPERTY CONTAINING TWO PARCELS IS 4.03 acres.
4. SUBJECT PROPERTY IS NOT WITHIN THE LIMITS OF THE 100 YEAR FLOOD
PLAIN.
? 'L it-tj
pm
LLJ .1N& a: -
M,dIu9-5 14—CLOT
OZ51
Tc.�t l��fS�Iu� �??,6C,.1>�1T }ZN�poD[1NVIzq,l
Iz� 'fn 1�tGN �ISiIt,1G
� 5-(,�
�TG+� MKT � N4 lib-- �.M` � c�toi�,► b
sizr TO MATa l:AMW6
-6{ -
2 UPG! F—W b W' Gt�a
_
W
s
Q
_
v
�
d
tom!
O
�
C
e�
-I
REV ISI ONS
DRAWN BY:
JOB NO. DATE
A
SHEET NO.
J09EPH wW - a co.
0'.
4 OF 5
4 �
1A
�
"I Y? CA 1. I
Ki.
I
u1C7.j4L-104�ItG. iYPI,-Af-
ram.
I
]Gl�1L ..CUNc, �L!
8
� � I
I � �
I J
El
N�oCZ,Tk 6L5y lob '/Ati,
v
I
1
REV ISr ONS
DRAWN BY:
JOB NO, DATE
00-55" S/30/0l
SHEET NO.
b.
K
Joswil "FAMIr 6 Co.