HomeMy WebLinkAbout00-14P_G & R MARINE, L.L.C._JOHN FITCH BOULEVARD0
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GAS GATE
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PROP. CA TCHBASIN
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EXISTING MANHOLE
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EXISTING CATCH BASIN
-�-
SIGN
HYDRANT
- - E - -
U. G. ELEC. LINE
- - G - -
U. G. GAS LINE
- - W - -
U. G. WA TER LINE
PROP. STORM SEWER
EXISTING STORM SEWER
EXISTING CONTOUR
s6s
PROP. CONTOUR
EXISTING SPOT GRADE
ZED
PROP. SPOT GRADE
0
EXISTING /.P.
•
EXISTING MONUMENT
0
PROP. L P.
o
PROP. MONUMENT
0
PROP. LIGHT
- - -
STAKED HAYBALES OR SILT FENCE
0
0
CB "CL"
TF-74.5a
FL-71.80
N/F
Andre L. & Andre K.
Charbonneau
EXIST. CONC. PAD
TO BE REMOVED -
DUMPSTER ON -
CONC. PAD
PROP. ACCESS
EASEMENT LINE
`oi,F
84'-12" HI-Q
TF=75.20
FL=72.25
OVERLAY AS NECESSARY
TO GRADE TO NEW CB
/
N/F
J.A.I. Enterprises Inc
M
EXIST. GAS
METER
2.9:±
co4'opFTF /
S/0, /
G
N/F The Fitch Meadow
EXIST. CHAIN `LINK Association, Inc.
FENCE & GA TE 70
1 `
72 70 PROP. ACCESS
EASEMEN 1 LINE -
7J ♦ 69x3
O Al 74
O
a O ��� 20' DRAINAGE EASEMENT
SEE VOL. 945 PG. 75
1Mrt tiF � /
FL = 70.8
75A� PA
/ f �A o3\
78 k
\ 0
O
4,
fO� � O FpcF AST
REMOVE EXIST.
PAVEMENT
% \ } EXIST. CB
6 TF= 7J. 9 F S 4 ,T
FL=71.6
FL-72.8
PROP. ADDITION
FF= 76.60
EXIST. CB do 8 PVC C.) /
TO BE REMOVED QO.;'
c
H/�
?� 0
00
FL=74 Ot
i CONC. CLEAN -OUT
PAD
1O'VF
Y
1 f/ O, / �� EXIST. C&
EXIST. £LAC. Q� �. TF=74.5
METER O FL=71.2
389-4" PVC SCH0 4
FLOOR DRAIN OUTLET, EXl SEPARATOR
S=2.0X Q / �Or APPROX. LOCATION
0 / ZONE LINE - -
/ EXIST
MH - / �� 20' Sanitary Sewer Easement
TF=Ov, See Vol. 945
_P_
e 75 -r EXIST. BUILDING FL=73.0
FF=6.6/-
6 Oh? ,
/
y°��I SA9cFs'
^p I 76 ,
I - i
ct 50' BUILDING LINE
1 I
EXIST. CB
7F= 74.8
' 76 . FULL OF DEBRIS Lot Area 3
42, 943.02 sq. ft. I
0.986 acres
S,o I
q APPROX. LOCATION
F��ST CFS EXIST. WATER SERVICE
•F�
�FA I
EXIST. SIGN i �TyAJ f
I�
RIOR rv� /
►INS �,O 4
4
134
EXIST. CB 1�
FL= 71.9
SAW -CUT EXIST.
PAVEMENT
N/F The Fitch Meadow
Association, Inc.
76
k '
GA EXIS
HDCP SPACE T.
F
Qj
/ J EXIST.
/ SPACES
/ EXIST. TREE LINE (TYP) \
/ I EXIST. I.P. \
(TYP) \
0 = 63017' 07"
/ R = 30.00'
,1, I
APPROX. LOCATION MAIL
EXIST. GAS SERVICE BOX
A = 00° 15' 06" - W - W APPROX, LOCATION 16" WATER MAIN
R = 5654.65' Z� = 01°10'20"
L = 24.85' (26.28' Deed) R = 5654.65'
L = 115.69'
CL&P
+28225
John Flitch Boulevard a. k. a. U.S. Route 5
= 33.14
76
PARKING SCHEDULE
Parking Required
1 space per 200 s. f. of GFA
9,384 s. f. _ 200 = 47 spaces
Parking Provided
15 - 10'x20' Spaces
1 - 15'x2O' Handicap space
18 - 10'x20' Overflow spaces
34 Total spaces
A partial waiver of Section )III Off -Street Parking and Loading
Requirements to allow a provision of 34 parking spaces where 47
parking spaces are required.
7 ul-n OYCSOU44 ?Artd3ds
i 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. o8074
4�ttlOe.cur�� AREA CODE 8601844-2511
May 16, 2000
CFRTIFTFD MATT
G&R Marine, LLC
1535 Jelin Fitch Blvd.
South Windsor, CT 06074
Dear. Madam/Sir.
Re. App1 #00-I4P, G&R. Marine LLC: Site Plan
We are pleased to advise you that the Planning & Zoning Commission voted on May 9, 2000, to approve with
modifications the above referenced application for a Site Plan of Development.
This approval is for the construction ofan addition to property located R 1535 John Fitch Blvd., GC & RC
zones as shown on plans prepared by J.R. Russo Associates, Job No. 2000-18, dated 4/6/00, as revised. This
approval is subject to the following modifications:
1, Na hnildina nn_ it vritt hP;c -A „ to the nal ^"t"'" U ..e _ . ---- .. . ,
-o r_. •..•• ..... •_���• •_••t. u,y,o,n unvc "vcll 111aa III Ule r UWn I.ICiK S OIIICC.
2. An as -built plan is required prior to issuance of Certificate of Occupancy per Section 8.1.10 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.
5. WPCA approval is required.
6. Engineering comments of4/24/00 must he addressed (with exception of the continent re the paver).
7. ZBA approval should be shown on the plans.
8. Water line should be shown on the plans.
9. A new easement instrument must be filed for the access easement granted to the Town of South Windsor.
10. The lighting on the rear of the building should be put on a motion sensor.
Black and white transparent mylars of Sheet #1 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
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,
9-
Walter L Meaty, Chairman
Planting and Zoning Commission
WJM/dlw
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
J.R. Russo
0-ycs V
s
1540 SULLIVAN AVENUE .SOUTH WINDSOR, CONN. 08074
AREA CODE 860 1644-2511
May 16, 2000
CERTIFIED # P462498098
Mr. Gordon McNulty
G & R Marine LLC
1535 John Fitch Blvd.
South Windsor, CT 06074
Re: Appl. #2464-00 - G & R Marine LLC, 1535 John Fitch Blvd., GC & RO zones
Dear Mr. McNulty:
At the meeting of the South Windsor Zoning Board of Appeals held on May 4, 2000, the Board approved
your request for a variance to section 10.2 to allow 84.2% impervious coverage at 1535 John Fitch Blvd.,
GC & RO zones.
The Board concluded the hardship to be as follows:
1. Tearing up the existing; impervious coverage and installing block pavers would create a safety
issue for this operation.
2. The impervious coverage was existing prior to the purchase of this property.
3. The Planning & Zoning Commissions site plan approval is required.
Any new building, or alteration/additions to existing buildings, requires a building permit prior to start of
construction.
These actions are effective upon your riling the enclosed form in the Town Clerk's Office at your own
expense.
Very Truly yours,
�Zvjw. Ole.
MarjorieAnthony, Chairperson U
Zoning Board of Appeals
MA:dr
cc: Building Department -
Map
Lot
Name & Address LINE
97
2
Pal Szabo 19
1505 John Fitch Blvd.
South Windsor, Ct. 06074
3
Nitey Nite LLC
1519 John Fitch Blvd.
South Windsor, Ct. 06074 18
4
County Distributors Inc. 1()$/1 A
P.O. Box 53
South Windsor, Ct. 06074 20
5
Frederick N. Zeytoonjain 14
157 Moody Road
Enfield, Ct. 06082 1 7
16
Linbob LLC
80 Kimberly Drive
South Windsor, Ct. 06074 Q
17
Andre L. & Andre K. Charbonneau
10 Abbe Road 16 Sits
South Windsor, Ct. 06074 Qj 15
18
Fifty 5 Kimberly Avenue Inc. .Q
2
850 Main Street 3 S
.� SS
Bridgeport, Ct. 06604-491
19
Linbob LLC
80 Kimberly Drive
South Windsor, Ct. 06074 /
20
Andre L. & Andre K. Charbonneau
' -
10 Abbe Road _� .- -_ - - - -_- `_.__--------pp-#�- _
-
South Windsor, Ct. 06074 John Fitch Boul -, '
108
19
_ _ ISLFi. -
F� _ _
Andre L. & Andre K. Charbonneau - - - - - - - -
-
10 Abbe Road - - _ _ -
South Windsor, Ct. 06074 l
109
10
Donald J. Baltulonis 5
1546 John Fitch Blvd.
South Windsor, Ct. 06074
11
Hick Assn is es
Larr ,,,. Ac�,,,,;,+o� 4 i i, A i
8 Roessler Road
Woburn, Ma. 01801
12
ABCO Welding & Industrial Supply
P.O. Box 296
Waterford, Ct. 06385
14
The Fitch Meadow Association, Inc.
P.O. Box 1171
South Windsor, Ct. 06074
15
" KEY MAP LEGEND
16
Donna Mangene f- SS- SANITARY FLOW
42 Berkley Avenue - S- STORM FLOW
Southington, Ct. 06489
DATA BLOCK (Based on GC Zone Reauirements
Zone - GC & RC
Lot Area - 42,943.02 s.f.
50' Building Line
10' Side Line
15' Rear Line, (RC) 25' Rear Line
Max. Building Coverage Allowed - 30%
Exist. Building Coverage - 15.6±%
Prop. Building Coverage - 21.8±%
Max. Impervious Coverage Allowed - 65%
Exist. Impervious Coverage - 84.2±%
Prop. Impervious Coverage - 84.2±%
SOUTH WINDSOR
PLANMING DEPT.
1, P 4(711-1
TO"AfN Of" SOUTH WIND-..np
i q
j.. 1 '`d .,f i l Y
i•
vh '
I
DP%E:
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. It is a Property Survey
based on a Dependent Resurvey conforming to Horizontal & Vertical Accuracy Class A-2 & T-2.
This document and copies thereof are valid only if they bear the live signature and embossed seal of
the designated professional. Unauthorized alterations render any declaration hereon null and void.
KEY MAP
1 "=200'
Reference Maps:
1. "Property of Ellen L. & Martin F. McGrath Route 5 South Windsor,
Connecticut" Scale 1"=40' March 26, 1969 by Griswold Engineering, Inc.
Hayden L. Griswold, L.S.
2. "Site Plan Maneeley's Catering, Inc. 1535 John Fitch Boulevard Applicant
Maneeley's Catering, Inc. 26 Schweir Road South Windsor, Connecticut
528-6622" 1"=20' 9-20-96 Rev. 11-4-96 Class A-2 by J.R. Russo
Associates, Joseph R. Russo, L.S.
Notes:
1. Parcel is not located in a flood hazard zone, Panel No. 090036 0006 B.
2. Parcel is not located in inland wetlands as shown on the Town of South
Windsor Inland Wetlands Map.
3. Elevations area based on U. S. C. G. S. Datum.
4. Bearings are based on reference map #2.
5. Underground utility, structure and facility locations noted hereon have
been compiled, in part, from record mapping supplied by the respective
utility companies or governmental agencies, from parole testimony and
from other sources. These location must be considered as approximate
1 _____ • 1I!1'_ I- 11_ _ _ -
in nature. Haaitionauy, other such feature may exist on the site, the
existence of which are unknown to J.R. Russo & Associates. The size,
location and existence of all such features must be field determined and
verified by the appropriate authorities prior the construction. Call Before
You Dig 1-800-922-4455.
6. The existing building is non -conforming to present setback requirements.
The building was built prior to current zoning.
7. A partial waiver of Section )III Off -Street Parking and Loading Requirements
to allow a provision of 34 parking spaces where 47 parking spaces a required.
8. Site Plan & application of Maneeley's Catering, Inc. was approved by the South
Windsor Planning & Zoning Commission with 74.7% impervious coverage
10-22-96, (Appl. 96-66P).
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
%%et%Tttttettrrrrp'fitCON `,,�pnuulrHrei�i
�e��,`�li, �Q FI •R. 9G �'i�ii n�`� �� •...........
p 1� •R. /� C�%,♦♦♦i
`•• • No. 0480 No. 08048
♦ .- tjas�•a
REV. 6-19-00 ZBA LETTER ADDED
REV. 6-13-00 CONDITIONS OF APPROVAL
REV. 5-3-00 RELOCATED DUMPSTER
Site Plan
vWil ei j f"t iiC u`it i
C & R Marine, L. L. C.
1 v�J�J VV1111 I I L%..l I UVIJIG VtJI U
South Windsor, Connecticut
290-7855
J.R. RUSSO & ASSOCIATES
Land Surveyors & Professional Engineers
BY (SCALE
DPS/LF 1 "=20'
1 SHOHAM ROAD
EAST WINDSOR, CONNECTICUT 06088
(860) 623- 0569
FAX: (860) 623-2485
DATE SHEET CHECKED NO.
4-6-00 1 of J JRR
0
= GV ,v VV
R = 5654.65'
L = 24.85' (26.28' Deed)
N/F
J.A.1. Enterprises Inc.
0 = 01°10'20"
R = 5654.65'
L = 115.69'
(Total)
N/F
Joseph M. & Lucille M.
Bouffard
N/F The Fitch Meadow
Association, Inc.
0 0
0
21y�
\ r
rr�, rQIJ
03,
ICP.
e \
SPROP. ACCESS
s� EASEMENT LINE
Off°
/
ti��• jW "T j
rKUr. AUUIIIUN
r / A/
EXIST. BUILDING//
V�
Lot Area
42, 943.02 sq. f t.
0.986 acres
0 = 0013'35"
R = 5654.65'
L = 22.35'
EXIST. LIMIT OF ACCESS
EASEMENT (TYP) /
A = 0*05*47"
/ R = 5654.65'
L = 9.50'
R = 30.00'
L = 33.14'
John Fitch Boulevard a.k.a. U.S. Route 5
N/F The Fitch Meadow
Association, Inc.
.P
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. It is a Property Survey
based on a Dependent Resurvey conforming to Horizontal Accuracy Class A-2.
This document and copies thereof are valid only if they bear the live signature and embossed seal of
the designated professional. Unauthorized alterations render any declaration hereon null and void.
1. "Property of Ellen L. & Martin F. McGrath Route 5 South Windsor,
Connecticut" Scale 1"=40' March 26. 1969 by Griswold Engineering, Inc.
Hayden L. Griswold, L.S.
2. "Site Plan Maneeley's Catering. Inc. 1535 John Fitch Boulevard Applicant
Maneeley's Catering, Inc. 26 Schweir Road South Windsor, Connecticut
528-6622" 1"=20' 9-20-96 Rev. 11-4-96 Class A-2 by J.R. Russo &
Associates, Joseph R. Russo, LS.
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
6� Ottittkilijkli'r
ro CO NIV
e, OY'
�C,� ° � °`•tee
I0
REV. 6-13-00 NO CHANGE THIS SHEET, SUBMITTAL ONLY
REV. 5-3-00 NO CHANGE THIS SHEET, SUBMITTAL ONLY
Revised Access Easement
Owner/App/icon t
C & R Marine, L. L. C.
1535 John Fitch Boulevard
South Windsor, Connecticut
290— 7855
J.R. RUSSO & ASSOCIATES
Land Surveyors & Professional Engineers
1 SHOHAM ROAD
EAST WINDSOR, CONNECTICUT 06088
(860) 623-0569
FAX: (860) 623-2485
LF (SCALE (DATE SHEET (CHECKED INO.
1 "=20' 4-6-00 2 of 3 JRR 2000-018
1. EXCAVATE A TRENCH STRAW BALE
4" DEEP & THE WIDTH
OF A STRAW BALE.
STAKE ---
TRENCH
I E (Ii I III-
- i l_:I
IC_I I_.II II'r7, IIm II .
PACKED
STRAW
3. WEDGE LOOSE STRAW PLAN
BETWEEN BALES TO CREATE
A CONTINUOUc PAPM97P
1AYBALE
END VIEW
COMPACTED
SIDE VIEW
2. PLACE & STAKE STRAW
BALES, TWO STAKES PER
BALE.
4. BACKFILL & COMPACT THE
EXCAVATED SOIL AS SHOWN
Oki Tur UPHILL SIDE OF THE
TO PREVENT PIPING.
ROUND
SUBGF
NOTE:
REMOVE CS GRATE. PLACE
FILTER FABRIC REPLACE GRATE
TAKING CARE NOT TO DAMAGE
FILTER FABRIC. ANCHOR W^M E
OR EARTH PILE.
FILTER FABRIC SILT BARRIER
AT TYPE "CL" CATCH BASIN
NOT TO SCALE
2" PRE CAST CONCRETE UNIT
5" ADJUST FRAME ELEVATION
WITH CONIC. BLOCKS OR
BRICKS. 6' TO 12'
NOTE; HAYBALES TO BE EMBEDDED 4" IN EXISTING GROUND
BUTTED END TO END/STAKED SECURELY.
%`%`
2'"
2' ALL JOINTS TO BE
POINTED FLUSH & FULL
HAYBALED EROSION/SEDIMENTATION
'
PRE CAST CONCRETE OR
CONTROL DAM DETAIL
ATE ""S°' ""TTs
NOT TO SCALE
i 2'
MIN. %,
PRE CAST SUMP OR
(OR EOLML) 350D PSI
6' OF 3/4" CRUSHED
8"
4.
t7t$\/
STONE
W-A'
ANGLE 10• UPSLOPE
FILTER FOR STABILITY AND
FABRIC SELF CLEANING.
FLOW
BOTTOM OF
DRAINAGEWAY
3
O
LJ
i
BACKFILL THE TRENCH
AND COMPACT THE
EXCAVATED SOIL.
COMPACTED
BACKFILL —
L
L%qg B LLLLLLLLLLLLLALLLLLL LLLLLL ALLLLLL LLLLLLLLLL LL
POINTS "A" SHOULD BE
HIGHER THAN POINT "B"
ELEVATION
SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT
PLACEMENT & CONSTRUCTION OF
A SYNTHETIC FILTER BARRIER
NOT TO SCALE
FRONT ELEVATION
COMPACTED SUBGRADE
NOTES:
1. MINI" COVER OVER TOP OF PIPE
SHALL BE Y-0'.
2. WALL THICKNESS SHALL BE
SUFFICIENT 70 MEET HS 20 LOADWG.
3. WALL THICKNESS FOR STRUCTURES
OVER 10' HIGH IS 12' FOR CONCRETE
BLOCK UNITS. WSIDE DIMENSIONS
REMAIN THE SAW.
4. ALL PIPES SHALL BE CUT FLUSH WITH
WSIDE WALLS.
5. ALL BRICKS SHALL BE CONCRETE
STONE
_E
SIDE ELEVATION
TYPE "C—L" CATCH BASIN
NOT TO SCALE
1 1 /,)" DIT fInKICIDCTC /1I ACC 11
BIT. CONCRETE PAVEMENT DETAIL
NOT TO SCALE
SUBGf
h:
REMOVE CO GRATE:. PLACE
FILTER FABRIC REPLACE GRATE
TAKING CARE NOT TO DAMAGE
FILTER FABRIC, 40W W/STONE
0,q EARTH PILE.
FILTER FABRIC SILT BARRIER
AT TYPE "C" CATCH BASIN
NOT TO SCALE
VIDE EMULSION JOINT SEALER
VEEN EXISTING AND NEW PAVEMENT
PAVEMENT SECTION
STONE
LE
6" TO 12"
BELLOW GRADE
r
STEEL BAR
DEPTH TO INVERT
VARIES SEE PROFILES
MIN.
GRADE
-6" PVC.�45 DEGREE BEND
i" MIN 3/4" BROKEN TRAPROCK
I-WYE' UNDER BEND
TYPICAL CLEANOUT
NOT TO SCALE
I.D. + 2'
12"
12" MIN. 12"
MIN. MIN.
I.D.
c < < c>
�o°o°u°o°o°a°000
PROPOSED GRADE
PAVEMENT SECTION OR
LANDSCAPING (SEE PLANS)
WARNING TAPE - MIN. 12"
MAX. 24" ABOVE PIPE
APPROVED BACKFILL PLACED AND
COMPACTED IN 12" LAYERS
(OR AS OTHERWISE APPROVED)
NO STONE LARGER THAN 3"
SAND BEDDING PLACED AND
COMPACTED IN 6" LAYERS
NO STONE LARGER THAN 1-112 ".
MATERIAL SHALL
MEET D.O. T. M2. 05
BEDDING ON SUITABLE NATIVE MATERIAL OR
3/4" CRUSHED STONE BEDDING MATERIAL
IN ROCK EXCAVATION OR IN UNSUITABLE
MATERIAL AS DIRECTED BY THE ENGINEER.
MATERIAL SHALL MEET D.O. T. M.02.1
FOR 314" STONE.
1ZBAZC,KFILL TO SPRINGLINE OF PIPE
3/4 " STONE WHEN USING
POL YTHYLENE OR CPP PIPE
STORM DRAIN TRENCH DETAIL
NOT TO SCALE
REV. 6-13-00 CONCRETE PAVER DETAIL REMOVED
REV. 5-3-00 ADD CONCRETE PAVER DETAIL
Detail Sheet
�? Owner/Applicant
i� C & R Marine, L. L. C.
1535 John Fitch Boulevard
South Windsor, Connecticut
290— 7855
J.R. RUSSO & ASSOCTATES
Land Surveyors & Professional Engineers
��1141t1ii1JJJi�M� � -
Co•.+A,c,�P �X: 1 SHOHAM ROAD
R'••.�e'``� EAST WINDSOR, CONNECTICUT 06088
Co
j (860) 623-0569
�� •c FAX: (860) 623-2485
No. 08048 •' Q,
�'.,f°°�;'� =•N� `�.� BY SCALE DATE SHEET CHECKED NO.
LF N. T.S. 4-6-00 3 of 3 JRR 2000-018