HomeMy WebLinkAbout00-14P_G & R MARINE, L.L.C._JOHN FITCH BOULEVARD_100
O
O
0
p
N
E
O
0
0
V)
rn
10
V
ftf
LEGEND:
-o-
UTILITY POLE
c
WA TER GA TE
&
GAS GATE
O
PROP. CA TCHBASIN
O
EXISTING MANHOLE
❑
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
- 'J- - -
EXISTING CONTOUR
Zss
PROP. CONTOUR
EXISTING SPOT GRADE
z5 61
PROP. SPOT GRADE
EXISTING LP.
EXISTING MONUMENT
O
PROP. L P.
o
PROP. MONUMENT
i�r
PROP. LIGHT
- - - -o
STAKED HAYBALES OR SILT FENCE
CB "CC
TF-74.50
FL-71.80
N/F
Andre L. & Andre K.
Charbonneau
EXIST. CONC. PAD
TO BE REMOVED -
DUMPSTER ON -
CONC. PAD
PROP. ACCESS
EASEMENT LINE
i
c`���F
�o4,F
84'-12" HI-0
S=0.5% --\
CB "CL"
TF=75.20
FL=72.25 -
�.9
' CONC.
PAD
OVERLAY AS NECESSARY `
TO GRADE TO NEW CB
/31 ;
p � OOR� DI
o ,, S=2cUX
Q�
N/F
J.A.I. Enterprises Inc. Ilk
EXIST. BUILDING
.� - FF= 76.6
�g
Fk=7�:25f�
EXIST GAS (VOTE: CQQNNTRACTOR/TC
METER , VRIFY.• INLET' INVERT PI
TO SETTING FLOOR Dk2
29t
�, / Cp
Apo
r,
F�sT
�oc`� S,ogcFS
76
c� 50' BUILDING LINE
1
FXLST rR
TF= 74.8 0
-76- FULL OF DEBRIS Lot Area 3
c� 42, 943.02 sq. ft. I
61 0.986 acres
76
}� 1 15 y0 'APPROX. LOCATION
�v Fri eF' EXIST. WATER SERVICE I
ST
O
N;IF The Fitch Meadow
EXIST. CHA/N'LINKI Association, Inc.
FENCE & GATk 70
7Z '7Q PROP. ACCESS _
�R o EASEMENT LINE
�o X 74
` -20' DRAINAGE EASEMENT
SEE VOL. 945 PG. 75
FL 70.8
76
L r so
78-
\ ti F�%sj k
REMOVE EXIST.
PAVEMENT
EXIST. CB-
6 TF= 73.9 S 4
FL = 71.6
EXIST. CB & S" PVC
_ TO BE REMOVED Q�
74 �
f Q
FL-72.
PROP. ADDITION
FF=76.60 �� ��?.?>>Qpo
� o
Aa' \ FL=7 .00 --"
FL=74.Of yry
f CONC. CLEAN -OUT
o PAD
/f, j; • / „ / cc ?p�S
EXIST. ELEC.
/ METER
VC dH 40 �
MIN OU, LET ' EXIS SEPARATOR /
EXIST. MH /
TF= 76.1 �
r FL= 73.0
,
t / 0
A\ „
EXIST. CB
FL=71.9
i4J EXIST CB
`. TF= 74.5
FL= 71.2
APPROX. LOCATION
- ZONE LINE - -
20' Sanitary Sewer Easement
See Vol. 945 Po
75
_--- O
SAW -CUT EXIST.
PAVEMENT
N/F The Fitch Meadow
Association, Inc.
HD1 EXIS SPACE k EXIST. GAT \
\ S SST \
v
/ J Exist. \ `
/ SPACES
/ EXIST. TREE LINE (TYP) \
EXIST. LP.
(TYP) \
1FAG�T �T 3 / 0 = 63°17'07"-
EXIST SIGN ' • J � / / � �
l
APPROX. LOCATION MAIL
EXIST. GAS SERVICE BOX
---- w-'4 ---- w------ ----- w--- -- w-----
,L = 00° 15' 06" APPROX. LOCATION 16" WATER MAIN
R = 5654.65' A = 01 ° 10' 20
L = 24.85' (26.28' Deed) -R = 5654.65'
L = 115.69-
John Flitch Boulev.cax(j:..,::.:.,!xM�c.:;a.
•; s•�.Fa.T ``;e.. •-inlay+ � + 2 it t� tip'.' •�'�
�_ 1
r
LLC 9668
CL&P - ` 76
+28225
U.S. Route 5
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'x20' Handicap space
18 - 10'x20' Overflow spaces
34 Total spaces
A partial waiver of Section )GII Off -Street Parking and Loading
Requirements to allow a provision of 34 parking spaces where 47
parking spaces are required.
Est T&d, ,,,
9 �-� �" 11540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
e
AREA CODE 880/ 844.2Stt
May 16, 2000
CERTIFIED MAIL
G&R Marine, LLC
1535 John Fitch Blvd.
South Windsor, CT 06074
Dear. Madam/Sir:
Re. Appl #00-14P, 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 of an 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 416100, as revised. This
approval is subject to the following mollification:
1. No building permit will be issued until the final mylats have been filed in the Town Clerk's office.
2. An as -built plan is required prior to issuance of a 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 ofthe Town of
South Windsor.
5. WPCA approval is requital.
6. Engineering comments of4/24/00 must be addressed (with exception of the comment 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 he stamped and signed.
'll L.....,.. A ••........ r .. J:l:.... 1... !�1'�nn..C,t,.,
After the mylars have been signed by the %-UMRIISSIOn, they will an: acau - w yuu ova uuu� iu lam vauw va we
Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department.
Sincerely,
7uazte- a. "/irw
Walter J. Mealy, Chairman
Planning and Zoning Commission
WJM/dlw
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution ContnDI
Fire Marshal
J.R. Russo
`%gufn o�s�uth rrZd�o�i
s
1540 SULLIVAN AVENUE , SOUTH WINDSOR. CONN. 06074
0AREA CODE 880 / 644-26tt
'4Asat.N"�
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 filing the enclosed form in the Town Clerk's Office at your own
expense.
Very truly yours,
Marjorie Anthony, Chairperson ll(((!!!!!
Zoning Board of Appeals
MA:dr
cc: Building Department
Fps to c4c.
Map Lot
Name & Address
LIIVC
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.
108/19
P.O. Box 53
South Windsor, Ct. 06074
20
5
Frederick N. Zeytoonjain
14
157 Moody Road
17
Enfield, Ct. 06082
Q)
16
Linbob LLC
��
80 Kimberly Drive
Q
South Windsor, Ct. 06074
17
Andre L. & Andre K. Charbonneau
o�
10 Abbe Road
16
L Site -
South Windsor, Ct. 06074
Q) 15
18
Fifty 5 Kimberly Avenue Inc.
2 3
850 Main Street
S
Bridgeport, Ct. 06604-491
.� SS
19
Linbob LLC
�C
80 Kimberly Drive
South Windsor, Ct. 06074
/
20
Andre L. & Andre K Charbonneau
1
• '
10 Abbe Road
- 1 -_--- `--------------------
South Windsor, Ct. 06074
John Fitch 6Q�1��� --, t - - - -
108 19
Andre L. & Andre K. Charbonneau
_ _ _ _
10 Abbe Road
------ ---- ,-"--
! -
South Windsor, Ct. 06074
109 10
Donald J. Baltulonis
5
1546 John Fitch Blvd.
South Windsor, Ct. 06074
11
Larnick Associates
4 10 11
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
KEY MAP LEGEND
15
„
16
Donna Mangene
SS- SANITARY FLOW
42 Berkley Avenue
f-S- STORM FLOW
Southington, Ct. 06489
KEY MAP
1 "=200'
DATA BLOCK
(Based on GC Zone Requirements)
Zone - GC &
RC
Lot Area - 42,943.02 s.f.
50' Building Line
10' Side Line
Reference Maps:
15' Rear Line,
(RC) 25' Rear Line
Max. Building
Coverage Allowed - 30%
1.
"Property of Ellen L. & Martin F. McGrath Route 5 South Windsor,
Exist. Building
Coverage - 15.6t%
Connecticut" Scale 1"=40' March 26, 1969 by Griswold Engineering, Inc.
Prop. Building
Coverage - 21.8f%
Hayden L. Griswold, L,S.
Max. Impervious Coverage Allowed - 65%
Exist. Impervious Coverage - 84.2f %
2.
"Site Plan Maneeley's Catering, Inc. 1535 John Fitch Boulevard Applicant
Prop. Impervious Coverage - 84.2f%
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
in nature. Additionally, 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 XIII 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).
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.
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
6o'gl,alliidlidpata°a 0�111111tIt1IB1/���
°jO°°° t°°°� Go NNE °1J°1i
0 °kA R.r® `°° 0 6 ✓ii
• No ' 048 • �` �� �o .WSF
1J., .� s • • AL
REV. 6-19-00 ZBA LETTER ADDED
REV. 6-13-00 CONDITIONS OF APPROVAL
REV. 5-3-00 RELOCATED DUMPSTER
Site Plan
Owner/Applicant
G & R Marine, L. L. C.
1535 John Fitch Boulevard
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 I SHEET CHECKED NO.
4-6-00 1 of J JRR 1 2000-018
Lak
= VV I U VV
R = 5654.65'
L = 24.85' (26.28'
N/F
Joseph M. & Lucille M.
Bouffard
N/F
J.A.I. Enterprises Inc.
G
Lot Area
42, 943.02 sq. ft. P�Q
0.986 acres e"
0 = 0.13'35"
R = 5654.65'
L = 22.35'
0 = 01.10'20"
Deed) R = 5654.65'
L = 115.69'
(Total)
EXIST. LIMIT OF ACCESS
EASEMENT (T1P)
i
John Fitch Boulevard a.k.a. U.S. Route 5
N/F The Fitch Meadow
Association, Inc.
�2
2�
r
rrA No
CP.
PROP. ACCESS /
/
1
4
/ A = 0'05'47"
/— R = 5654.65'
/ L = 9.50'
A = 63° 17' 07"
R = 30.00'
L = 33.14'
V/F The Fitch Meadow
Association, Inc.
This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the
RegllfatlojlV -of Connecticut State Age rac les — " Mlllilll ulll standards for Su; veys Qiad Maps i;l the State ilf
Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Pr4Aerty 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 1, & 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.
REV. 6-13-00 NO CHANGE THIS SHEET, SUBM1 TTAL ONLY
REV. 5-3-00 NO CHANGE THIS SHEET, SUBMITTAL ONLY
RAViQjMr1 DnnAcc Pi.acramA-n-F
L V V • 1 L-� V %.L J. 1 %, LJ 1..7 A -A LA LJ 111 %, 11 L. 1
Owner/Applicant
C & R Marine, L. L. C.
1535 John Fitch Boulevard
South Windsor, Connecticut
290— 7855
IkJ.R. RUSSO & ASSOCIATES
TO THE BEST OF MY KNOWLEDGE AND BELIEF THISLand Surveyors & Professional Engineers
MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
14i�a3ieeerea,,.
1 SHOHAM ROAD
yylv
EAST WINDSOR, CONNECTICUT 0608_8
(860) 623- 0569
* ; j FAX: (860) 623-2485
$ BY SCALE DATE SHEET CHECKED NO.
LF 1"=20. 4-6-00 2 o/ 3 JRR 2000-018
1. EXCAVATE A TRENCH STRAW BALE
4" DEEP & THE WIDTH
OF A STRAW BALE.
STAKE —
TRENCH
PACKED
`�!!
STRAW
/r it
3. WEDGE LOOSE STRAW
PLAN
BETWEEN BALES TO CREATE
A CONTINUOUS BARRIER.
,-,
"x4"STQ r`
IAYBALE
COMPACTED
2. PLACE & STAKE STRAW
BALES, TWO STAKES PER
BALE.
4. BACKFILL & COMPACT THE
EXCAVATED SOIL AS SHOWN
ON TI-IF UPHILL SIDE OF THE
TO PREVENT PIPING.
ROUND
SUBGF
NOTE -
REMOVE CO GRATE. PLACE
FILTER FABRIC REPLACE GRATE
TAKING CARE NOT TO DAMAGE
FILTER FAERIC. ANCHOR W/STONE
OR EARTH PILE
FILTER FABRIC SILT BARRIER
AT TYPE "CL" CATCH BASIN
NOT TO SCALE
1' - d" 1' -
END VIEW SIDE VIEW
i
NOTE: HAYBALES TO BE EMBEDDED 4" IN EXISTING GROUND
i
! BUTTED END TO END/STAKED SECURELY.
HAYBALED EROSION/SEDIMENTATION
CONTROL DAM DETAIL
NOT TO SCALE
2'
/ MIN.
r�
4'
5-4-
ANGLE 10' UPSLOPE
FILTER FOR STABILITY AND BACKFILL THE TRENCH
FABRIC SELF CLEANING. AND COMPACT THE FRONT ELEVATION
EXCAVATED SOIL.
FLOW COMPACTED
100• BACKFILL —\
BOTTOM OF
DRAINAGEWAY
3
O
J
L�
PLAN VIEW
L
LLLLLL B B LLLLL
A %LLLL LLLLLLL
LLLLLL LLLLLLLLL LLLLLLL A
LLLL LLLLLLLLL LLLL
L LLLLLLLLL .LL
L
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
. 7" PRE CAST CONCRETE UNIT
ADJUST FRAME ELEVATION
WITH CONC. BLOCKS OR
BRICKS. 6" TO 12'
ALL JOINTS TO BE
POINTED FLUSH & FULL
PRE CAST CONCRETE OR
CONCRETE MASONRY UNITS
COMPACTED SUBGRADE
PRE CAST SUMP OR
SLAB (OR EOUAL) 3500 PSI
_6. OF 3/4- Mr%fD
NOTES:
1. MIN111" COVER OVER TOP OF PPE
91ALL BE 2'-0*.
2. WALL THICKNESS SHALL BE
SUFFICIENT TO MEET HS 20 LOADING.
3. WALL THICKNESS FOR STRUCTURES
OVER 10' HICH IS 12" FOR CONCRETE
BLACK UNITS. INSIDE DIMENSIONS
REMAIN THE SAME.
4. ALL PIPES SHALL BE CUT FLUSH WITH
INSIDE WALLS.
5. ALL BRICKS SWILL BE CONCRETE
STONE
_E
SIDE ELEVATION
TYPE "C-L" CATCH BASIN
NOT TO SCALE
1 1 /7" o1T t1nk1/10CTc M ACC 11
BIT. CONCRETE PAVEMENT DETAIL
NOT TO SCALE
SUBGI
bm
REMOVE CB GRATE. PLACE
FILTER FABRIC REPLACE GRATE
TAKING CANIE NOT TO DAMAGE
FE' M FASRM ANCHOR W/STONE
OR EARTH PILE
FILTER FABRIC SILT BARRIER
AT TYPE "C" CATCH BASIN
NOT TO SCALE
✓IDE EMULSION JOINT SEALER
VEEN EXISTING AND NEW PAVEMENT
PAVEMENT SECTION
STONE
LE
6" TO 12"
BELLOW GRADE
F
STEEL BAR
DEPTH TO INVERT
VARIES SEE PROFILES
6 M N.
GRADE
PVC.
45 DEGREE BEND
v
i""MIN o 3/4" BROKEN TRAPROCK
T_Y7YE' UNDER BEND
TYPICAL CLEANOUT
NOT TO SCALE
I.D. + 2'
12"
MIN.
I.D.
12"
MIN. 12"
MIN.
U U
)00000000
O
0 000000
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 EXCA VA 77ON OR IN UNSUITABLE
MATERIAL AS DIRECTED BY THE ENGINEER.
MATERIAL SHALL MEET D.O. T. M.02.1
FOR 3/4" STONE.
BACKFILL TO SPRINGLINE OF PIPE
WITH 3/4 " STONE WHEN USING
POL YTHYLENE OR CPP PIPE
STORM DRAIN TRENCH DETAIL
NOT TO SCALE
may«,,'' 1 :C�O,h !V'§'**4-'
.....
No.08048 ; it
REV. 6-13-00 CONCRETE PAVER DETAIL REMOVED
REV. 5-3-00 ADD CONCRETE PAVER DETAIL
Detail Sheet ,
Owner/Applicant ji�
I
�41
G & R Marine, L. L. C.
1 5J5 John Fitch' Boulevard
South Windsor, Connecticut
290— 7855
J.R. RUSSO & ASSOCIATES
Land Surveyors & Professional Engineers
BY (SCALE
Lf I N. T. S.
1 SHOHAM ROAD
EAST WINDSOR, CONNECTICUT 06088
(860) 623- 0569
FAX: (860) 623-2485
DATE SHEET CHECKED NO.
4-6-00 1 j of j I JRR 1 2000-018
0