HomeMy WebLinkAboutPlan 89-91P Sullivan Avenue Assoc zu
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GC
72--24 72-9 4- 72-12
\_ PROPERTY OWNERS WITHIN A 500' RADIUS OF SITE
SITE Q � 72-7 NIP SULLIVAN AVENUE ASSOCIATES
\� _72-8 NIP BALIS, DEMETRIOS
72-9 NIP MARTIN, JOSTEPIICN
72-12 NIP PRIEST, NORMAN P.
72-1.3 NIP TOUSSA.INT, P11ILIP E.
72-14 NIP SIIERIDAN PARK ASSOCIATES a
1
72-20 NIP MILLER, RUT[] A.
72-21 NIP KRIVICK, D0RO'1'HY E. SEWAGE
FLOw-
�� 7 72-22 NIP IIAVENS, I EDWARD F. AND VEDOVATO,J()SEPII
U)
Nu 72-24 NIP BALIS, DEMETRIOSSULLIVAN AVENUE
— -t —
82=3 NIP GI.LSON, CIIARLE'S J. AND BARBARA E. ---
��� B2,4 NIP WISNIL"'WSKI, ADAM AND CECELIA
82=43 NIP MILKIE, ROBERT D. �
co 82-4 82— 72-22 72-2:1 72-20
LOCATION MAP KEY MAP
� V. SCALE : 1 " = 800 ' SCALE : 1 " = 200 ' �
1 JAN 29 }g9a
SITE PLAN PREPARED FOR. outh Windsor
& zoning Cpmsntss►o
ZONING DATA BLOCK F N A L P LA
ZONE: GC - GENERAL COMMERCIAL TOWN OF sOUTH WINDSOR
,n E
REQUIRED PROVIDED r i HO��l >� A R
LOT AREA 15,000 SQ. FT. 110,550 SQ. FT, ' t
(2.54 AC.)
LOT WIDTH 100 FT. 150 FT.
LOT DEPTH 150 FT. 713 FT.
_,.F., f/3�
NUMBER OF STORIES 2 1 -
BUILDING HEIGHT 40 FT. 16 FT,
COVERAGE
ENGINEERS : BUILDINGS 30% B'0% APPLICANT:
IMPERVIOUS 65% 60.0%
clvit engineers • planners • surveyors SULLIVAN AVENUE ASSOCIATES
(203) 291-8755 FRONT YARD 50 FT. 96 FT.
e s i �1 REAR YARD 15 FT. 2a0 FT. 641 SULLIVAN AVENUE
r O 1 e S S i O n a l S , inc . SIDE YARD 10 FT. 20 FT. SOUTH WINDSOR , CONNECTICUT
1170 EWNGTON ROAD (RTE 30), SOUTH WINDSOR, CT. 06074 528 — 9 4 2 8
SEE SITE DEVELOPMENT PLAN FOR PARMG COMPUTATIONS
,�•�i�l U U .� ��Li El � j
i
2_
Existing CB
TF = 85.70
71•^a
89 - _ vrr EXISTING ENTRANCE TO BE
REMOVED. PAVEMENT TO BE
�qf REMOVED AND REPLACED WITH n
TOPSOIL, SEED AND MULCH. _ �t?1U12 Of- �{��G�iL WUZLIe
88 - n�.
V
` s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
FL 15
„ RCP - 3.18 ��
4iy' 'a« AREA CODE 203/644.2511
,e_ SNET
89
fk�st Vi Y � ewer - - ---rr ` January' 12, 1990
TEST PIT 1 �k/sf1r19�� � '
Existing curb(typ) Mr. Darrell Chaloult
I rt f 4qa�
GROUND WATER 0 3.5 It , � xi r 641 Sullivan Avenue Associates
89� 681 Sullivan Avenue
1 r rr i 8 sign r ` South Windsor, CT 06074
i fill C _ Dear Mr. Chaloult:
F X 88.8
�rll'/,-t! SNET 2977 Appl. f89-91P, Sullivan Ave. Associates Site Plan
"till I -8 B� ` 3� 641 Sullivan Ave.
lie are pleased to advise that the Planning and Zoning Commission
voted on January 9, 1990 to approve the above-referenced
r'r• r.,`�' ':�� '� C application for a site plan of development in accordance with
rr rr �, title sheet and drawing 2 of 2 dated 1-8-90 (no rev. ) prepared by
rr/IJ . 2
11 r Design Professionals, Inc. , Protect No. 89-461; A-2 survey dated
rr r Foci in landscape areas
l 2- ti 11-6-88 (no rev. ) prepared by Cucek Engineering; and with the ED following modifications:
rll��Ir l rv} PROPOS
r
rr f r
LIT
1. Prior to commencement of any site work, a meeting must be
'rr'''►' Tp 6 RF QL�C4/N I� End `�.2 held with Town Staff.
TEST PIT 2 r�i�f r rr 20lyC MO�FC pOC curbi gNo
r Pq 2 haveubeennfiled will be issue
until
final mylars
GROUND- WATER 03.0 !!! r n0
rrr/ r
" 'r Exist gait 3. An as-built plan is required prior to issuance of a
rrr! .
r/r 1 Exist. out(typ) l Existing wood rail fence Certificate of Occupancy per Section 4.13.10 of the Zoning
downspr " ff Regulations.
rrrfr rr Existing edge 4,,,/N 4 . Footing drains are required if the building has a basement.
f 11 l of gravel ""ff" 5. All plans used in the field by the developer must bear the
It �rr� /r stam and authorized signature of the Town of South
r r� 89,5� '
Existing swale Jrrl /r R PO ED 4 PARKING SP�CES . Windsor.
rrI# r isti g av or a r � I SNET 4008
6. Drainage is subject to approval of the Town Engineer.
N/F
rrr j� r '07 W/LIGHT Mack and•white transparent mylars of Plot Plan and A-2 Survey
fflJ� tr 2 (t j ��J with the above modifications, together with four blueprint copies
rr ! I a! of the entire set of plans, must be submitted to this Commission
PRIEST
within 30 days to be stamped and signed. The letters of approval
11/ / ! o of this Commission, as well as the inland Wetlands
X 87
r �
/ 824'(typ) ` !+ Agency/Conservation Commission, must be reproduced on the mylars.
1O'(typ) v Existing tree line(typ)
' After the mylars have been signed by the Commission, they will be
rlrrr r X 88.3 %�� � ° returned to you for filing in the Office of the Town Clerk within
rr 1 E ge of pavement ''�rX 90 days. After filing these plans, a copy of the receipt must be
89 f ft qb submitted to the Planning Department.
SEEDING SCHEDULE ,ri,f�ll�`I k ` ` 89
I ° Very truly yours,
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF rrrrrrll�l rr _ I
PLANNING AND ZONING COMMISSION
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 r'lr! r r
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW r►l�'I ` c� Exterior lighting(typ�� ° �• �./
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT 1 r Z o c Louise
.tYt.s2
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 trfrrr r Ir Louise C. Evans
��rl rrJr � Chairman
POUNDS PER 1000 SQ. FT. ! '
/rr 1r c� ° N/F
ce: Inland Wetlands Agency/Conservation CommissionPERMANANT VEGETATION COVER Z
rrr r M. Banach, Planning Director
SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 !rr rrt ' f
' r � MARTIN J. Collins, Chief Building Official
USE THE FOLLOWING MIXTURE: rrl'f! l r _ J. Shaw,Iazze Supt.ta, Town Engineer
KENTUCKY BLUEGRASS 45% ref r/ 0 E. Shaw,Belleville,
of Pollution Control
CREEPING RED FESCUE 45% rrrJ rr E. Belleville, Assessor
PERENNIAL RED
FESCUE
145 r W. Canning, Fire Marshal
APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED 89rr�lrr��rr UTIL ,� Registrar of Voters
AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. r!f'�l!r' POL 'Engineer
TEMPORARY VEGETATIVE COVER Applicant
rrr r r PZC File
'Ir //r xisting 1
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 rrr►f r ' mpster ,aC:F'
� o SNET 4009
- ANNUAL RYEGRASS 100% !rr' r I 4 °
APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH rrr rX "Cr W/LIGHT
AT 2 TONS PER ACRE. rrr! rr N o
JI r'r 2 tr, 4� I
Ir 1 c� ._j� C cy I
8811 rrr c� W 4,j Co °
�llrr fi
-
!�r
► rl1rr f
TEST PIT 3
GROUND WATER 0 4.5' rr '
rr r
87 1 r r Existing chain link fence
EDGE OF PARKI ,
LEGEND
9s IRON PIN FOUND
' 1 188 NET 4010 El MONUMENT FOUND
I /LIGHT
•----s5----- EXISTING CONTOUR
X ioo.o EXISTING SPOT GRADE
—`---INLAND WETLAND BOUNDARY
Cs IRON PINTO BE SET
I GENERAL. NOTES: PARKING SCHEDULE
' LIMIT OF INLAND WETLANDS. ' 1. PARCEL IS NOT LOCATED IN AN EXISTING HUD HAZARDOUS FLOOD ZONE
I 'f- AS PER FLOOD INSURANCE RATE MAP PANEL NUMBER 090036 0006 B. REQUIREMENTS:
r l ' Retail space: 10 per 1,000 s.f floor area
f 2. INLAND WETLAND BOUNDARIES DELINEATED BY HIGHLAND SOILS, JOHN Storage area: 1 space per 250 s.f. floor area °°°°°cyf`cQN�;�'�•�
f IANNI, CERTIFIED SOIL SCIENTIST, JAN. 19, 1988.
Restaurant/Tavern. 1 per 50 s.f. Door area
` , Production area: 1 space per 250 s.f. floor area
REFERENCE MAP a m
\�B� 3. TOPOGRAPHY FIELD VERIFIED, JANUARY 1990, C.G.S. DATUM.
1. PROPERTY OF SULLIVAN AVENUE ASSOCIATES,
CT. `tea B� ` 4. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE Total spaces required: 63
iF s
641 SULLIVAN AVENUE, SOUTH WINDSOR, 1 �F 2,Oao s.f. retal( x 10/1,000 = 20 spaces .
" 1--6-88. LUCEK ENGINEERING ��-f� I ?OWN OF SOUTH W[NDSOR. 1,240 s.f. storage x 1 250 = 5 "
SCALE: 1 =40 , DATE: 1 /'
�e O deb t
ASSOCIATES, INC. � �\ \ 3,000 s.f. tavern x 1 5O = 60
� ,7 a� '`
5. FIELD CHANGES TO HAVE PRIOR APPROVAL OF THE TOWN BUILDING AND/OR �s vrG���ears
\ f 229� s.f. production x 1/250 = 10 "
f ENGINEERING DEPARTMENT. TOTAL = 95 spaces ��' �°
s
6. EXISTING BUILDING TO BE REMODELED FOR FOOD PRODUCTION AREA PROVIDE.
FOR OFF-SITE CONSUMPTION. 44 existing parking spaces APPLICANT
60 proposed parking spaces SULLIVAN AVENUE ASSOCIATES
` 104 total parking spaces with 5 handicap spaces 641 SULLIVAN AVENUE
SOUTH 528 9428 DSOR, CT
N/F
t� SULLIVAN
AVENUE ASSOCIATES
- DRAWING TITLE SHEET
REVISIONS 40 GRAPHIC SCALE ® (203) 291--8755 MO PRV"M FOR SITE PLAN
o n a 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY RE 0 20 +o 30 ®
LOCATIONS AS SHOWN ARE BASED ON BEST 6= End '�'�T [�*TT�j
6 o AVAILABLE INFORMATION. ALL. EXISTING UTILITIES 2
��� M ■ SUIJ. r AN A AVENUE V E ASSOCIATES
gn
'°
CD SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. IN F;�f )
2. ALi. UTILITIES ARE TO BE STAKED IN THE FIELD
1 inch = 4'0 ft. r e s s a s, ! c■ DRa wN a� DA JOB ND.: 89--4fi1
90
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION. Coordinates from. U.S.G.S. Grid System CHECKED BY RJA�RPM DATE -8-
I VALID UNLESS 1T BEARS THE s civil engineers • planners • surveyors SOUTH �o- DR.4bVING NO.:
3. ,II-Its PLAN-IS N U.S.C.G.s. vertical Datum c.• su/I'van 89461--01
IMPRESSION SEAL AND ORIGINAL SIGNATURE DESCRIP77ON BY
Contour Ixlterval 1 Feet 1170 ellington road (route 30}, south Windsor, Connecticut 06074 641 Sv�NAN A���
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE
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o 3240 SF -- -. . -
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12.87 . 150.00' .
• - � - _ C H � � PLOT
PLAN
.. EXIST ENTRANCE TO 8E CLOSED _
' - PROPERTY OF SULLIVAN AVENUE ASS�OC��AT�S
- SULLIVAN AVENUE _
f 641 SULLIVAN AVENUE SOUTH �WINDS4
-LUCEK ENGINEERING ASS
NO. REVISIONS DATE SCAt_E:���:, �
CONSULTING ENGINEERS DRAWN
. '�4�w •�Tiy-- 490 BUCKLAND ROAD
- -�• >' H WINDSOR C
�� PROJE
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703-644-0550
�,:, .•', - `� :-; y TIFY THAT TH[S MAP ,ND SURVEY WERE PREPARED IN AC
� f � 6 HER
CER }
3 - TH TING�
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• �' '� � �� STANDARDS R A ,CLASS µ SURVEY AS DEFINED IN
. . per' ..
gUR!1 �� FOR STANDARDS • OF ACCURACY OF: SURVEYS .AND MAPS.,'
-, , ::.. r �:.:,..• - ' . s �ttrrtlfJq)Iftu���\t��,-•" r i
ASSOCIATION OF'• LAND;..SURVEYORS INC.
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