HomeMy WebLinkAbout04-49P_PROPOSED BUILDING EXPANSION GARAGE & STORAGE AREA_IDENT ROADPROPERTY OWNERS WITHIN 500' RADIUS
LOT NO.
OWNER
ADDRESS (MAILING)
L003 Ident Rd.
Haller George
P.O. Box 32
East Hartford, CT. 06057
50 Went Rd.
Haller George Family LLC
P.O. Box 32
East Hartford, CT. 06057
47 Ident Rd.
Kefee James R & Lee Ann
47 Ident Rd.
South Windsor CT
72 Ident Rd.
Willson Dales & Harriet B
72 Ident Rd.
South Windsor CT
80 Ident Rd.
Albert Michael & Janne J
801dent Rd.
South Windor Ct
81 Ident Rd.
Scheller Virginia W & Richard MA
81 Ident Rd.
South Windsor CT
65 Ident Rd.
Germano Frank C & Marie
65 Ident Rd.
South Windsor CT
L002 Ident Rd.
Haller Brian
P 0 BOX 32
New Hartford CT
1249 John Fitch Blvd.
John Fitch Partners LLC
125 Edwin Rd.
South Windsor CT
1265 John Fitch Blvd.
Charbonneau Andre L
1265 John Fitch Blvd.
South Windsor CT
1275 John Fitch Blvd.
Kasheta Farms Inc
1300 Main St.
South Windsor CT
R002A Strong Rd.
Lavalle Robert & Pauline
151 Strong Rd.
South Windsor CT
151 Strong Rd.
Lavalle Robert & Pauline
151 Strong Rd.
South Windsor CT
L008 Strong Rd.
Quality Paving Co. Inc.
90 Strong St.
South Windsor CT
150 Strong Rd.
R L R Investments Llc
P 0 Box 8000
Wilmington OH
220 Strong Rd.
Ventures LLC.
220 Strong Rd.
South Windsor CT
199 Strong Rd.
Marylou LLC.
77 Ferncliff Dr.
West Hartford CT
170 Strong Rd.
M.G. Lindsey Limited LLC
170 Strong Rd.
South Windsor CT
1315 John Fitch Blvd.
Louis H. Goldberg
1315 John Fitch Blvd.
East Windsor CT
59 Brancroft Lane
Schimel Deborah L
59 Brancroft Lane
South Windsor CT
9 Brancroft Lane
Forest Village Associates LLC
95 Rye St.
East Windsor CT
27 Brancroft Lane
Forest Village Associates LLC
95 Rye St.
East Windsor CT
51 Brancroft Lane
Forest Village Associates LLC
95 Rye St.
East Windsor CT
43 Brancroft Lane
Green Gary R & Anne W
43 Brancroft Lane
West Hartford CT
33 Brancroft Lane
Forest Village Associates LLC
95 Rye St.
East Windsor CT
15 Brancroft Lane
Maneeley Joanne
15 Bancroft Lane
West Windsor CT
I
200
GRAPHIC SCALE
200 400
( IN FEET )
1 inch = 200 ft.
3"TING &
'Y
KEY MAP
SCALE: 1" = 200'
FINAL PLANS
TOWN OF SOUTH WINDSOR
AUTHORIZED SIGNATURE
4
DATE•
ZONING NOTES:
LIST OF DRAWING:
1. THE VARIANCE REQUEST TO SECTION 10.2 TO ALLOW A 89% IMPERVIOUS COVERAGE
AT 38 IDENT ROAD WAS AT APPROVED BY THE MEETING OF THE SOUTH WINDSOR ZONING
BOARD OF APPEALS ON MAY 4. 1995.
1 KEY MAP
2 PROPERTY SURVEY LOT 42 & 43
3 SITE PLAN
4 LIGHTING PLAN & SITE DETAILS
APPLICANT & 'PROPERTY OWNER:
MIRCHELL PROPERTY GROUP LLC
~" 90 BROOKFIELD STREET, S. WINDSOR
(860) 528-9500
VOL. 1606 PAGE 21
r p
LEGEND,
— — — —
PROPERTY LINE
EXISTING CATCH BASIN
EDGE OF PAVEMENT
W
EXISTING WATER MAIN
12' RCP
EXISTING STORM DRAIN
EXISTING SANITARY SEWER CONNECTION
EXISTING POWER POLE & O.H. ELECTRIC LINES
E
EXISTING POWER POLE & O.H. ELECTRIC LINES
—'�
EXISTING GUY WIRE & ANCHOR
EXISTING CONTOUR ELEVATION
-----------------
EXISTING SILT FENCE
0 a
EXISTING EVERGREEN PLANTINGS
-a—a-- a
EXISTING WOOD RAIL FENCE
-0-0—
EXISTING CHAIN LINK FENCE
G
EXISTING GAS
Os
EXISTING SANITARY MANHOLE
i V
EX. I.P.
(BENT)
GRAPHIC SCALE
20 40 80
( IN FEET )
1 inch = 40 ft.
69
IN
-v N —�
6
9'0.
N /F
GEORGE HALLER
LOT 47
160
EX. S.M.H.
T.F.=69.17
//1---F.L.in=63.31 (4")
`w F.L.in=65.63 (8")I
N /F
GEORGE HALLER
TRUSTEE
LOT 48
N /F
MARYLOU LLC.
LOT 44
N °r
6679'90
or..
/ A,
J/1
EX. I.P.
®I I DESCRIP TION
EX. C.B.
T.F.=69.82
F.L.in=64.62 (N)
F.L.in=67.20 (12"—W)
SNET F.L.in=65.32 (6" TILE—W)
0.050 F.L.in=64.72 (8"—E)
F.L.out=64.52 (12"—S)
Existing 8" Tile
INV.= 67.49
MAP IS VALID ONLY IF IT BEARS THE ORIGINAL
SIGNATURE AND EMBOSSED SEAL OF THE SURVEYOR.
TR
°Nc �
W
SITE
X
Al
� m
N m °�FNpg4e Rp `
o •�
Z'
0
ROgp �
LOCATION MAP
SCALE 1 "=100,
GENERAL NOTES:
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. TOTAL AREA OF THE PARCEL= 131,173 SQ.FT. OR 3.01 ACRES.
3. HORIZONTAL AND VERTICAL DATUM BASED ON CTGS NAD '27.
4. PROPERTY IS NOT LOCATED IN FLOOD ZONE- FIRM COMMUNITY PARCEL
#090036-00068.
5. PROPERTY IS OWNED BY MITCHELL PROPERTY GROUP, LLC.
6. STREET LINE FOR IDENT ROAD IS TAKEN FROM MAP REFERENCE #3:
STREET LINE FOR STRONG ROAD IS ASSUMED.
7. LOCATION OF EXISTING ONSITE SANITARY MANHOLE BASED ON
INFORMATION SUPPLIED BY INSTALLER.
8. SITE IS SERVICED BY CONNECTICUT WATER AT THIS TIME.
9. WETLAND LIMIT WAS TAKEN FROM MAP #3 LISTED BELOW.
MAPS:
1. MAP ENTITLED "PLOT PLAN AND TOPOGRAPHIC SHEET. PROPERTY OF
TOBACCO VALLEY SANITATION, INC. IDENT ROAD, SOUTH WINDSOR,
CONNECTICUT. SCALE 1"=20'; DATE 4-30-83, REVISED TO 7-22-83
PROJECT 83-27 BY LUCEK ENGINEERING ASSOCIATION, INC."
2. MAP ENTITLED "SITE PLAN FOR TOBACCO VALLEY RUBBISH REMOVAL
CO. PROPOSED GARAGE & STORAGE AREA, IDENT ROAD, SOUTH
WINDSOR, CONNECTICUT. SCALE: 1 "=20', REVISED: NOV. 4, 1970 BY
JAMES E. SHEEHY L.S."
3. MAP ENTITLED " SITE PLAN & BOUNDARY SURVEY FOR TOBACCO
VALLEY SANITATION, INC. 38 IDENT ROAD, SOUTH WINDSOR,
CONNECTICUT. SCALE 1"=20', DATE 3/24/98 BY DESIGN
PROFESSIONALS, INC."
NOTES:
la. This survey and map has been prepared in accordance with SECTIONS 20-300b-1 thru
20-300b-20 OF THE REGULATIONS OF CONNEC71CUT SPATE AGENCIES — "MINIMUM
STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" as endorsed by
the CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
b. This Is a PROPERTY SURVEY based upon a DEPENDENT RESURVEY conforming to
HORIZONTAL ACCURACY CLASS A-2 and is intended to be used for showing the
property known as 38 IDENT RD., SOUTH WINDSOR, CONNECTICUT.
c. Property Boundary Opinion Is Based Upon The Dependent Resurvey Method and Map
Reference No. 2 & 3 Hereon On File In The Town Clerks Office.
2. UTILITIES DEPICTED HEREON ARE BASED UPON LIMITED RESEARCH, REFERENCE MAPS
HEREON AND FOUND PAINT MARKINGS INDICATING BURIED UTILITIES. UTILITIES SHOWN
SHOULD BE CONSIDERED APPROXIMATE AND INCOMPLETE. CALL BEFORE YOU DIG MUST
BE NOTIFIED FOR MARKOUT OF UTILITIES.
3. UNDERGROUND ENCROACHMENTS, IF ANY EXIST, WERE NOT DETERMINED AS PART OF THIS
SURVEY.
4. THE NORTH ARROW AND BEARINGS ARE BASED UPON MAP REFERENCE NO. 3 HEREON.
pl
PROPOSED 32' 12" RCP
CONSTRUCTED IN ACCORDANCE
WITH TOWN STANDARDS.
SEE CONSTRUCTION NOTE 2 & 3
(DRAWING 4 CZF 4)
PROPOSED ROADW
WIDENING. CONSTRUCTION `
IN ACCORDANCE WITH TOWN STANDARDS. w�
SEE CONSTRUCTION NOTE 1 & 3.
(DRAWING 4 OF 4) \
PROPOSED TYPE "CL" CATCH BAST R=35' 69
TF 68.25 L=55.16'
FI. (out) 63.60\
PROPOSED LANDSCAPING
EX. I.P.
(BENT)
,emu PROPOSED TYPE "CL" CATCH BASIN
CONSTRUCT OVER EXISTING 8" R.C.P.
TF 68.10
FI. (in & out) 63.25
NET f
No. 3049 /� EX. S.M.H.
�
T.F.=69.17 PROPOSED ROADWAY
1n
F.L.in=63.31 (4")
F.L.in=65.63 (8") WIDENING. CONSTRUCTION
rn IN ACCORDANCE
WITH TOWN
N5262 STANDARDS. SEE
CONSTRUCTION NOTE 1
_ •oo
No
With Risers D AWING 4 OF 4
T 20.00'
T=20.00'
PROPOSED LIGHT
L=31.4 '
3' �� Fk;
\ stih
SEE DRAWING 4 OF 4
EX. S.M.H.
T.F.-70.56
F.L.in=65.16
L-48
• Wtij
46 7 M
�'o� SNET EX. C.B.
No. 3050 T.F.=69.82
F.L.out=64.32 (8"-W)
o
If
52
�� \ \ ` \ J `� /� :ram _ Existing
V tin 6 .49T]le
/r Gravel / \�11C >7 ���//� +'
parking / �_ / I.P. (To be Set)
Ile
01
40,
//BUSES
d•, i /:�/ry ��(b•
• ,OUTDOOR ' ', � /
•� /�` J �� PARKING C0
h /M AREA
L 20 �� / \ Gravel/
Crushed Stone
v� Bit. 38 SPACES I o ;3 /
�V drive / 26 7 36 0 R I (40'xl0') HICLE
_J2 S ��NDAR (20'xl0') VE S
co
\ Gravel e
parking
HC /HC
2
- ProposedoVe�eh
Pavement , 1`
/ :Prop.
/ Office p
Propo ed Garage:`
(Office.
Gravel/
�\' =?
� • ' f' Existing •building ;' ?;� � /Crushed Stone
/ � �� >g �'� :Garage ;` %`•'�`
/ Bit. f:
/ drive
Existing o TRI
v v 76bituminous pavement
p' , (To be Replaced) >,� ST01.,,� W
31 v1' - o w EA / "/
FE y vel / /v /%
/rushed e v-
�:=VERGREEN PLANTING (84 TREES)
PLANTED MAY 2004 10 SP \ \/
b
N /F
GEORGE HALLER
v/
I ` � y y y � /
/
ZONE: A-40, SEE NOTE 7 N/F 41
I GEORGE HALLE
I y
PROPOSED LANDSCAPIN
FOR LOCATION OF UNDERGROUND UTILITIES
AND OTHER FACILITIES CONTACT CALL
BEFORE YOU DIG AT 1-840-922-4455.
6.
111106104
ADD P&ZC, WPCA APPROVALS
TG
5.
11101104
ADD LANDCAPING BUFFER NOTES
TG
4.
10126104
P&ZC COMMENTS
TG
3.
1 DI8104
ENGINEERING COMMENTS (TOWN)
TG
2.
9114104
DELINEATE PARKING SPACES
CR
1.
8119104
RELOCATE LANDSCAPING, LIGHT
CR
NO.
DATE
DESCRIPTION
BY
TRUSTEE
I
ZONE: I I Ex. I.P.
I J
LEGEND,
- - - -
PROPERTY LINE
0
PROPOSED
CATCH BASIN
EDGE OF
PAVEMENT
w
EXISTING
WATER MAIN
12' RCP
EXISTING
STORM DRAIN
-_-- -- _"-
EXISTING
SANITARY SEWER CONNECTION
�-
EXISTING
POWER POLE & O.H. ELECTRIC LINES
E
EXISTING
POWER POLE & O.H. ELECTRIC LINES
-�
EXISTING
GUY WIRE & ANCHOR
^�7g�
EXISTING
CONTOUR ELEVATION
-----------------
EXISTING
SILT FENCE
44
PROPOSED No. OF PARKING SPACES
0
EXISTING
SANITARY MANHOLE
QS
PROPOSED
SANITARY MANHOLE
• i
EXISTING
EVERGREEN PLANTINGS
-$-13--a-
EXISTING
WOOD RAIL FENCE
-o-o-
EXISTING
CHAIN LINK FENCE
W
EXISTING
WATER MAIN
OU
,
10
5
�Q p;
?% LOCATION OF
/ SILT FENCE
ZONE:
PROPOSED LIGHT
SEE DRAWING 4 OF 4
x10') ICLE N/F
MARYLOU LLC.
`-PROPOSED NEW LOCATION
OF OIL/WATER SEPARATOR
LIMIT OF BUILDING
EXPANSION 109'x61'
PROPOSED DUMPSTER
ON 12'X19' CONC. PAD
L
N
w�
'-
v,
I
CtJ
I
�
South Side
I
I
I
Existing
22
Astra MFG
Grass
Building
NIF
6
(Prop.)
George Heller
I
Driveway
Current Planting
L
u
r
m
J,
I
South Side
I
Existing
22
Astra MFG
Building
9
Grass
Driveway
5-Year
Planting
LANDSCAPING NOTES:
N
4-
NOTE 1
4
}'
LANDSCAPING INFORMATION AND RECOMMENDATIONS WERE PROVIDED BY:
m�
-UNIVERSITY OF CONNECTICUT HORTICULTURAL CENTER �7
L
a
NOTE 2.
I I
THUJA OCCIDENTALS / AMERICAN ARBORVITAE IS A MEDIUM SIZE EVERGREEN TREE I
WITH CONICAL SHAPE THAT IS DENSE AND COMPACT. IT IS A SUPERB TREE FOR
HEDGES, SCREENS AND WINDBREAKS CONDITIONS. THE EMERALD ARBORVITAE South Side T
I
PLANTED AT 38 IDENT RD. IN SPRING OF 2004 WERE 6' TALL TREES Astra MFG r I
22' Existing
PLACED ® 3' O.C. USED IN THIS LANDSCAPE LAYOUT A 5-YEAR PROJECTED 15'-20'
0
Building
HEIGHT WOULD BE 9' WITH MATURE GROWTH TOPPING OUT ® 15-20'
Grassi I
THIS SIZE AND DENSITY OF LANDSCAPING BUFFER WILL PROVIDE ADEQUATE
SCREENING AT THIS PARTICULAR LOCATION, GIVEN LIMITED VISIBILITY FROM
Driveway
SOUTHERN DIRECTION.
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
Mature Planting
TYPICAL SECTION
EXIST. BUFFER LANDSCAPING
k4-04
tOW N Sf4
N % ale S-a� `&11�
a 4_
C a V
}� w` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
SOR.COTELEPHONE (860) 644-2511
CERTIFIED MAIL
October 19, 2004
Mr. Tomck Grajewski
Zuvic Associates, Inc.
1722 Bartholomew Road
Middletown, CT 06457
Re: Appl #04-49P, Mitchell Property Group, Inc.
Dear Mr. Grajewski:
We are pleased to advise you that the Planning & Zoning Commission voted on October 12,
2004 to approve with modifications the above referenced application for a Site Plan
Modification. This approval is for a site plan modification to expand the existing building (to
include an apartment) and for storage of school buses on property located at 38 Ident Road, I
Zone as shown on plans prepared by Zuvic Associates, Inc., Job No. 1279, dated October 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. A landscape bond in the amount of $2000 is required and must be submitted prior to filing of
mylars.
5. All plans used in the field by the developer must bear the stamp and authorized signature of
the Town of South Windsor.
6. This approval does not constitute approval of the sanitary sewer, which can only be granted
by the Water Pollution Control Authority.
7. The building street number must be included on the final plan
SOWN Sf�
o Y r ���J�� W�I�Z�LI�'1✓"G 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
osOR.�o� TELEPHONE (860) 644-2511
November 5, 2004
Mr. Tomek Grajewski, P.E.
Zuvic Associates
1722 Bartholomew Rd.
Middletown, CT 06457
RE: Mitchell Property Group - Building Expansion
38 Ident Road
South Windsor, CT
Dear Mr. Grajewski:
The South Windsor Water Pollution Control Authority, at its regular meeting of November 4, 2004, gave
approval for the connection of a new oil/water separator to the Town's sewerage system at a commercial
building at 38 Ident Road, South Windsor, CT, as more specifically shown on plans entitled "Proposed
Building Expansion - Site Plan" prepared by Zuvic Associates, Middletown, CT, Project No. 1234,
Drawing No. 3, dated 7-27-04, revised 8-19-04, 9-14-04, 10-08-04, 10-26-04, 11-01-04, 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 based upon the written
verification of the Town staff that said sanitary sewer line was installed in substantial conformance
with the design plans previously approved by the Authority, and meeting all Town and State
Department of Environmental Protection regulations and appropriate technical specifications
relating to sanitary sewer construction.
This approval letter must be superimposed on the final approval plans.
Very truly yours,
J seph J. Carino, Chairman
Water Pollution Control Authority
JC:dd
Cc: Matthew Galligan, Town Manager
Michael J. Gantick, Director of Public Works
Jeff Doolittle, Town Engineer
Marcia Banach, Director of Planning
Chris Dougan, Chief Building Inspector
Mitchell Property Group, LLC
8. The Planning Department must be notified of any prospective tenant(s ), and the applicant
must provide information required by staff to determine compliance with zoning and other
Town requirements, prior to occupancy of the site by the prospective tenant.
9. The Town Engineer's review comments dated October 5, 2004, must be addressed to the
satisfaction of the Town Engineer.
10. The 25' buffer on the south property boundary must be restored and brought into
conformance with the requirements of Section 10.4 (Buffers) of the zoning regulations.
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 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.
Sincerely,
Timothy H.I/VJentzell, Chairman
Planning and Zoning Commission
THW/kak
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
NOTES:
1a. This survey and map has been prepared in accordance with SECTIONS 20-300b-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.
b. This is a PROPERTY SURVEY based upon a DEPENDENT RESURVEY conforming to
HORIZONTAL ACCURACY CLASS A-2 and is intended to be used for showing the
property known as 38 IDENT RD., SOUTH WINDSOR, CONNECTICUT. THIS MAP IS VALID ONLY IF IT BEARS THE=ENGINEEARL
c. Property Boundary Opinion Is Based Upon The Dependent Resurvey Method and Map SIGNATURE AND EMBOSSED SEAL OF THE
Reference No. 2 & 3 (See Drawing 2, Survey Plan) Hereon On File In The Town Clerks
Office. Contours and Elevations depicted Hereon conform to Topographic Accuracy
Class T-2.
NOT VALID
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS ` UNLESS
PLAN IS SUBSTANTIALLY CORRECT AS NOTED HEREON
EMBOSSED SEAL
AFFIXED HEREON
M. TOMEK GRAJEWSKI P.E. # 17201
ZONING REQUIREMENTS:
1. MIN. LOT SIZE=20,000 SF PROVIDED=131,173 SF (3 ACRES)
2. MAX. LOT COVERAGE= 50% PROVIDED=8.3%
3. MAX. IMPERVIOUS AREA %= 89% VARIANCE 5/11/95 PROVIDED=81%
4. MAX. IMPERVIOUS AREA= 2.67 ACRES PROVIDED=2.42 ACRES
5. SETBACK:
FRONT 35' PROVIDED=35'
SIDE 10' PROVIDED=10'
REAR 25' PROVIDED=N/A (see Note #1
below)
6. PARKING REQUIREMENTS
OFFICE SPACE=1918 SF (@ 4.5/1000 SF)= 8.6 SPACES
GARAGE SPACE=8884 SF (@ 1/250 SF)= 35.5 SPACES
1 CARETAKER APT= 1 SPACE PER 2 GUESTS RESIDING ON PREMISES
TOTAL PARKING REQUIRED= 45 SPACES
PROVIDED=
OUTSIDE OF FENCE: 43 SPACES FOR STANDARD VEHICLES
2 HANDICAP SPACES
INSIDE OF FENCE: 44 SPACES FOR OVERSIZE VEHICLES
2 SPACES FOR STANDARD VEHICLES
TOTAL PROVIDED = 92 SPACES
NOTES:
1. FRONT YARD ESTABLISHED ALONG ]DENT ROAD AND STRONG ROAD.
2. THE DEVELOPER SHALL NOTIFY THE TOWN OF' SOUTH WINDSOR
ENGINEERING DIVISION 24 HOURS PRIOR TO BEGINNING ANY
STORM DRAINAGE, ROADWAY PREPARATION, PAVING, SIDEWALK,
CURBING, STREET LINE MONUMENTATION, PROPERTY CORNER PINS,
ETC., TO SCHEDULE INSPECTIONS. THE DIVISION CAN BE REACHED
BETWEEN 8:30 A.M. - 4:30 P.M. AT (860) 644-2511
3. TOTAL AREA OF SUBJECT PROPERTY IS 3.01 ACRES.
4. THE PARCEL IS ZONED INDUSTRIAL (1).
5. THE CONTRACTOR WILL VERIFY UNDERGROUND DRAINAGE
FLOW ELEVATIONS, PRIOR TO COMMENCING THE WORK.
6. ONE CARETAKER APARTMENT WILL BE LOCATED ABOVE THE OFFICE
SPACE PER SOUTH WINDSOR ZONING REGULATION 6.1.2.6
7. LOT L003 (HALLER GEORGE) IS INDICATED ON SOUTH WINDSOR ZONING MAP
AS A-40. THE PRESENT USE AND THE ASSESSOR MAP INDIQATES
I (INDUSTRIAL) ZONE. PREVIOUS SITE PLAN APPLICATIONS
(1 /29/99, 7/26/83 & 1.1 /4/70) REFERED TO THIS LAND AS INDUSTRIAL.
SITE PLAN
PROPOSED BUILDING EXPANSION
GARAGE AND STORAGE AREA
38 IDENT ROAD
SOUTH WINDSOR, CONNECTICUT
PREPARED MITCHELL PROPERTY GROUP, LLC
FOR: OFFICE (860) 528-9500
PREPARED ZUVIC ASSOCIATES INC.
BY: CR 1722 BARTHOLOMEW ROAD, MIDDLETOWN, CONN.
OFFICE 860 345-8357 FAX 860 345-4077
SCALE DATE FILE SHEET
1 "=40' JULY 27, 2004 1234• 3
W_
FOR LOCATION OF UNDERGROUND UTILITIES
AND OTHER FACILITIES CONTACT CALL
BEFORE YOU DIG AT 1-500-922-4455.
1
SNET
No. 3049
ekistih9 j
4" p VC
No. 5262
'00 "\ j �=� With Risers
20.00' T�
69� r-2o.o0'
L=31.4 ' V IyI/0
G
EX. S.M.H.
_T.F.=69.17
r�
SNET
PROPOSED LIGHT
ISOLUX RANGE FOR
HORIZONTAL 0.5 FOOTCANDLE
(TYP.) 25' MOUNTING HEIGHT
EXISTING LIGHT
TO REMAIN
SNET
oho ��` 26�•S36„� No. 3050
A
S
n
Existing 8" Tile
/ 1'; .
g \
parkin �,°o \( ` / I.P. (To be Set)
TRUCK I� b
OUTD00R�
STORAGE
�r o k 3 AREA \ °'
— --� °
��6 SPACES,%%"'.�.—,i
PROPOSED LIGHT
MATCH EXISTING �'/
o < aSgi o Gr9 eI o a a
EXISTING LIGHT Bit \ �o Orust},d stone
EXISTING LIGHT
TO REMAIN
EX. I.P.
(BENT)
EX. EVERGREEN PLANTING (84 TREES)
PLANTED MAY 2004
LEGEND,
— -- -- —
PROPERTY LINE
®
PROPOSED
CATCH BASIN
EDGE OF
PAVEMENT
w
EXISTING
WATER MAIN
12' RCP
EXISTING
STORM DRAIN
—.=
EXISTING
SANITARY SEWER CONNECTION
EXISTING
POWER POLE & O.H. ELECTRIC LINES
E
EXISTING
POWER POLE & O.H. ELECTRIC LINES
EXISTING
GUY WIRE & ANCHOR
EXISTING
CONTOUR ELEVATION
----------------•
EXISTING
SILT FENCE
44
PROPOSED No. OF PARKING SPACES
()
EXISTING
SANITARY MANHOLE
SQ
PROPOSED
SANITARY MANHOLE
®
EXISTING
EVERGREEN PLANTINGS
EXISTING
WOOD RAIL FENCE
—o—o—
EXISTING
CHAIN LINK FENCE
W
EXISTING
WATER MAIN
2.
1116104
MOVE NOTES FROM DWG 3 OF 4
C.R.
1.
8119104
RELOCATE LANDSCAPING & LIGHT
C.R.
NO.
DATE
DESCRIPTION
BY
drive / �/ \ <CD
/ Q Gr el
\ y p�kin
W
Proposed
Pavement
-� waaitlon
Prop o ed Garage
xist.
fice
Existing building ,
� I
52 L �,
4 ---
% Gravel .c
�r ICD, ;
I
PRO SED L�GHT
Q\ MATCH XIST NG o i
o
�
PLANT MATERIAL LIST
No.
SCIENTIFIC NAME
COMMON NAME
QNTY.
SIZE
REMARKS
1.
Pyrus Calleryona
Bradford Pear "Aristocrat"
2
2"-2 1 /2" CAL
B & B
2.
Rhododendron Hybrid
P.J.M. Rhododendron
4
24"-30" HT.
B & B
3.
Rhododendron Hybrid
Boule deNeige Rhododendron
7
18"-24" HT.
3 GAL. — 4' O.C.
4.
Juniperus Horizontalis "Blue Chip"
Blue Chip Juniper
52
18$1-24$' SPR.
3 GAL. — 3 1/2' O.C.
5.
Pinus Nigra
Austrian Pine
10
8'-10' HT.
B & B
Notes:
CONSTRUCTION NOTES:
1. All shrub beds to be covered with 3" min. depth of aged,
NOTE i shredded bark mulch — min 70% Pine, Hemlock or Cedar (or mix.)
2. Unless otherwise designated all areas disturbed during construction
PROPOSED PAVEMENT WIDENING WILL BE 1.5" BITUMINOUS shall be restored with topsoil and seed.
CONCRETE SURFACE COURSE (CLASS II) OVER
1.5" COURSE (CLASS 1) OVER 6" PROCESS
AGGREGATE STONE BASE
NOTE 2
PROPOSED DRAINAGE PIPE WILL BE LAID IN 3' WIDE TRENCH,
OVER 6" OF 4"CRUSHED STONE BEDDING AND SURROUNDED WITH
GRANULAR FILL PLACED IN 6" LAYERS.
NOTE 3
IF A CONFLICT WITH EXISTING UTILITIES IS ENCOUNTERED,
THE ENGINEER SHALL BE NOTIFIED.
�— SUPPORT NET
POST POST
FILTER FABRIC
1 BACKFILL
MIN.30" I
(TYP.) I
EXISTING GROUND
TOE -IN METHODS
Quantity
1
5
Plant No.
POSTS
(5' MAX. SPACING)
I
SECTION B
FILTER FABRIC SECTION A
WIIRI%�
TOP VIEW
CKFILL
x 6" TRENCH
FLOW
•
:■
III�� • �
rr
d rr►•
:y�i•••�o� ;ir
n/l� JOINING SECTIONS
'. . /—Icnl I Ill PAKlrr7 PnF?
I\"I�`�` I �I\ SEDIMENT CONTROL FENCE
HORIZONTAL 0.5 FOOTCANDLE (TYP.)
Q Q NOT TO SCALE
25' MOUNTING HEIGHT
PROPOSED LIGHT
N /F
Gravel/ 1 ,
MARYLOU LLC.
/ Crushed Stone y
- .Garage
/ drive / PROPOSE LIGH
MATCH XISTIN y
E STI G LIGHT —/
)TRUCK
TO E I \ OUTDOO
W /STORAGE '
AREA
CKu hredeStone N f '� LIMIT OF BUILDING EXPANSION
/21 SPACES/ /
Z 4110.1
y
N/F y W W
GEORGE HALLER
I v ,
1 N /F W ,i
1
GEORGE HALLER 1 EX. I.P.
TRUSTEE 1 I
EXISTING LIGHT
TO REMAIN
GRAPHIC SCALE
20 40 80
( IN FEET )
I inch = 40 ft.
160
PROPOSED DUMPSTER ON 12'X19' CONC. PAD
6"x6" 10/10 Welded
Wire Fabric
2" Clear
�I 6
Class "A" Concrete Granular Fill
DUMPSTER PAD SECTION
Stockade or Chain Link
Fence with Slats
Top of Concrete Pad
Stockade or Chain Link
Fence with Slats
lam- 17' '1
15' Dumpster
Reinforcement
1crete Pad
6" Grave Base
ELEVATION
17'�1
Post
8" Reinforcement
Concrete Pad
PLAN
.l09Jf-R,�S'T�.R 0ZT 4I.L
Gate (Typ.)
Large Housing
(23"x19.5"x7,5")
Long Squa
Handh(
Removable Cap
Most Height — 25 feet
10.25" x 10.25" Plate
11" Bolt Circle
Base Cove Ps
Anchor Bolts
LIGHT POLE DETAILS
LUMINIRE SHALL BE MOLDCAST, TYPE IV FORWARD THROW
400 MH, 25' HIGHT MAST, MODEL MF2441-24-1-1-5—BZP.
THIS MAP IS VALID ONLY IF IT BEARS THE ORIGINAL
SIGNATURE AND EMBOSSED SEAL OF THE ENGINEER