HomeMy WebLinkAbout97-70PX_MANEEWEYS CATERING_SCHWEIR ROAD<
lv-%,
No. 13422
e m
"",:lei Blest"
1,01" WWII
FRONTYARD
SIDE, YARD
REAR YARD
WTILDING HEIGHT
LOT C0V.El A(1111,,
7lQ!_MAP
ZONING DATA TABLE
IIE! t Inn)PROVIDED
100 ft.
148.7"2 ft.
35 It.
136.25 ft.
i() ft.
10.19 ft.
25 ft.
98 ff.
2 story / 40 ft.
I story / 16 ft.
Cis %
6-1.9 `/'0
Sltit�i,QJ Ni RQPtr;i�'1'V �`iNJJ tS_ WIT1Ii�1 5001-T
xs1,V $,
LOT #
NA' PROPERTY O" NER
110
10
jMICILAEI, G. ' ECONOMOS
119
21
TREODORE It. SlRUD AS, Tnistee
110
2
`iUEt7DORE F. SRUBAS, 1 rustee
i-#0
3
'UTIEODORE E. SRUBAS, Trustee
I io
J
REX LUrYLBER COMPANY
11;9
R
_ SPERRY WOOD LIMITED PARTNERSHIP
lip)
lit
SERMATC H ACQUisaION , INC,
1-10
J 7
SERNIATEC11 ACQUISITION, INC.
1411
+v
a
c•xnr►ar .! x•rtyxr a /^la'i9TxC'tnf!'ra7 c.r
.7G/U1`111��'.i.IA�11.[�1J�.�"Lit$Cl'i`k J[:`3�.•
it t�
yy
f
(44.B)"IR Sc1r.Nff!(% INC.
110
15
GERk1ER SCJFN'rjv' C , INC.
AUG 26 1997
South Windsor
Planning & Zoning Commission
N/F
Lu 1,4 F3ER Cn•
tl/j f
r A -rr-u
`, % j
n A CTA; T',�]VP RT T.ARr.F
CB # 1
TF =
80.61
CB#2
TF =
81.56
INV.
I5" RCP W. .=
76.39
PW.
30 "RCP N. =
75.70
ENV.
30 "RCP S. =
75.60
CB#3
TF = _
81.71
T1�f'N7.
30 " RCP S. =
78.20
INV
24" RCP N =
76.54
INN'.
18" RCP F. =
76.80
Im".
6" TILE 'W. =
'78.01.
CB-*4
'TF ===
81.71.
RNN'
1811 RCP W. =
77.40
W .
18' RCP JL. =
78.59
C11 # s,
'rF
81.33
INN.
G" TILE. E. =
78.76
1`_N-N, .
61, PN'C '4_
79.60
INN.
61, PV(: ". =
78.90
INN.
6" PVC: S. -
79.10
CB #
TF
= 81.31
J_Nt V.
6" PVC N. =
80..06
C13 # ,
TF =
81.33
IN',
15" RCP F., =
76.70
RCP W. =
76.92
IN `a.
6" PVC 'Y',
78.OS
Ilse .'.
6" PVC S. -
77.60
CB#8
. TI•
= 81.32
IN NT.
15" RCP E.
CB # 9
TF
= 8 3. 05
N/ F
` .
• T+-!E0D°_?I�� + 5F�0��'A S�TIZ�ST
` 40
r \
1 �
t
w
✓j� r' ' � � ' � -�,. ��,�•' 40-
PN:
' �'�t✓ `` j
IZZ
0
INOTE : ALI., CATCH BASLNS ARE EXIcTING. NO ADDITIONAL CATCH BASINS TO
ADDED FOR PROPOSED A-DDITIO. .
TF 1 �._ �'"i I A
--------•-r- SAW CU' ANO SEAL JOINT
r--- +L-_.(COMPACTED) :L6132 01TVMINOVi
Com:RETE SURFACE COURSE (OR
!Xii571N0 �� ( I MATCH EXISTING. IF 0[ATC1I M,04
PAVFM£NT-� ] �I--+-^- ��.� L�CDY •-r*E01 CLASS 1 BITUMINOUS
-•- -- +--•-�� --. --- CONCRETE BINOEa 'OCRSE O
MATILM EXISTING, If GACATao)R M,C•
'�,la. ..,�,♦• * `. /-_-�_� !''COMPAC fED. /n'�ESSED TR..PROCX
•�.i1./ 'I -AAA £I,ISE- M.C5.c.,
�1.. •r AiAw•�
PROCESSE' CUAVEL
'yam✓ +.�� I Go SUBASE CVEP COMPACT D SUu;AAtE
(TRENCH SACkFILLI MO2-Z.A:.L,3
MIN. 1 YIN
I -.ENC. { NC -ES
W.DTI, 1
1 VARIE: 1 I. ALL !AW CUT AN' SE.ALE� JOIN7S -0
w------� BE El:-,e* PARALLr. WITH, OR PEA—
SEE DICL'LA< TC, THE OF
T(01CA THE Plot,
1 E.. ON N ALA MATERIALS ARi TO MEET
I SEC. i FChM ii. , Ad AMEN:EO
1
i
I +
SEC TION
N.,.S.
TOW14 OF SOUTH WINDSOR PERMA14ENT PAVEMENT ••••0""
57ANDARC CETAIL PATCHING DETAIL
JANUAR r, I201
A /tr�s1•Y!'I it IVf%TTl0V"L-eri'Q
iclKtliLIbS illL,VTJlltaITI x!jA I A1) •
OFFICE "i EA = 1600 E
1600 1000 (4.5) = 8 spaces LOT AREA
INWiSTRIAL AREA = 8400 ,f. LOT NN'II)'TIt
8400 700 = 12 spaLes
TOTAL ,SPLICES REQUIRED - 20 (2 handicap) SIDE VAR41
TOTAL SPACES PIdOV.1DED = 27 (2 handicap) READ VAR!)
BUILDING HEIGHT
*** ALL PARKING SPACES ARE EXISTING LQ'i' COVERAGE
NO ADDITIONAL SPACES ARE PROPOSED ***
NO AI)DI'1'I0NAL . I.ANI)S('APITN(: IS, PROPOSED FOR THIS APPLICA'iiGIN
',,
loop k
*At T N;*
�v
i
LI{,(yI1 NT)
I�XIS'11NG CONTOUR
PROPOSED C()ONTOUR
x 8x EXISTING SPOT' ELEN'ATIO;,;
PRO 110.�EI) `+Lji3i` V;LLI VA-1 i(: ;
4:1_I' lsEN(:E LI2�}StON CO?-. 1 f s_0
i EXISTING, -AtC11 BASIN
EXTERIOR LIGIFT FIXT1110 i Man for site)
To ftbest N !ny iil?I;+tilli;bom, lkno Me-.af'' ai%d t' =:a: f,
t, 3,eby cedfy that this rnz+) and suns err,- prenarc-:,i
,-=ordance with the star>L2rd: of a Mass AI-2 sur4rt,
defined in the Code of Pra: 4-. for of
Accuracy of Surveys aryl Maps, adop,'vJ Septeirt.,: r -i,
1984 as amen led by th Connecticut Association
7.01%TING D A'rA TABLE
IN v
itEIy)UIIZED
PROVIDED
20,004) sf,
46,306 sf.
100 rt.
1.18.72 ft.
35 ft.
86.25 ft.
I () ft.
16.49 A.
25 ft.
98 ft.
2 story / 40 ft;.
1 store / 16 ft.
65 '%
64.9 %►
( ONS'I RtiC4'ION NARRATi'VE
I IN,STALI: PENINIE'1ER S'IL'T FENCE, ANT) EROSION CONTROL, IN AUEAS SHOWN
ON PLAN.
2. SA`/VCUT EXISTING PAt'EMENT IN AREA OF PROPOSED ADDITION. STRIP
3. EXCA.VAlk, FOR FOUNDATION.
I. i'OUR 101iN1iA.'I(01N.
5. L.ACKI'lLL IIOUNDA'TION .
6. FINE CRADC 14'OR SLAI3.
7. CONS'I RLC:T 1E111,I:I,NCT'.
8. C;IGA,Dki AROUND ADDITION AND PAIVIt 61AS'LrIUN'T AS REQUIRED.
9. TOPSOIL ALL DISTI11ZUED :A101AS AND SEED.
SITE PLAN GENERAL NOTES
I. HORIZONTAL AND VEIR.TICAL DATUM BASED ON MDC
2. THERE ARE NO WETLANDS ON THIS PARCEL,
3. PARCEL IS NOT WITHIN 'TRE 100 YEAR FLOOD ZONE
•1. ALi, ROOF LEADL16 FOR. PROPOSED ADDITION TO SHEET FLOW TO EXISTING
S'rORT.l I)litM AGE.
S. EXTERIOR LIGHTING STTALI;_ NOT 101,� DIRVCTED ONTO ABUTTING PROPERTIES
Olt ROADWAY
6. ALL 1.4I1ITIES TO BE 'TAPPED OFF EXISTING BUILDING
7. ALI, CONSTRUCTION OF SITE 151PROVF:MENTS MUST BE IN ACCORDANCE
WITH 'iT►WN Or SOTITI{ �VINDS:;IR STANDARDS AND CONNECTICUT D.O.T. FORIVI
814, AS Ali4EivDFb .
M.
V 0
a .
�_ FR��� ,p �• No. 13422
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SS�ONAUlu
M 4. �`,�t"� ,� i (� 1.--' O T NO. no
PDS Engineering &+Construction, Inc.
107 Oid W,nosor Wiad - 83 )umfle•d. Connecticut
Telephone: (203) 242-8586 VAX 242.85E.7
ARCH CofyT,F?
DRAWN BY IrJ - -_'j7 i C"FCnE,D BY `-r--------
.JOB NO. TSHEU N.). 4._ -
I
I
CURT! sty
1 - . !I- -,
0
0
Jll
F
PDS Engineering & Construction; Inc.
107 Old Wmosor Road - Bloomfield, Curne0ic ut
lelvphone: '203) 242.8586 FAX 242-8-,37
PROJEC r
ADDREC - S
CH
I
D O U T H E L E V A T M N
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L. E V A, T 1 0
6-�tiY • C!I--%a
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FLOG R i) L A N
BI1�iLD AQ CODE DATA TABLE
USE GROUP B-1
CONSTRUCTION TYPE: 2-C;
ALLOWABLE' BUILDING AREA = 9646 sf { table 501 )
STU, ET FRONTAGE INCRFA,SF: = 7500 sf ( table 501)
TOTAL ALLOWABLE :A..I3EA = 17,100 s1'
AICTU. L BUILDING AREA = 10,01100
. ,LLO%Aw',4.BLE BUILDING HEIGHT = 2 story-1 30 fl r table 501 j
ACTUAL. BUILDING HEIGHT = 1 story/ 161't
RUISIONS
PDS Engineering & Construction, Inc.
107 Old Windsor Road - Bloomfield Connecticut
Telephone: (203) 242-8586 FAX 242-6587
,ttthry p
a
R01ECT`la`? f
�� CT ADDRESS
:,`Q, .•' • �'s C'G .._� �-:S.r���.,.�"�-�...7"� +�'-mow. �'..a;._=�`L��_-
ARCH �,. CONT'R "°�
+;a • No. 13422 1 QRAWN SY fir' 's_ (_ f�K CHECKED BY
♦ 00000•••
��,�ettaeres"0b• I
.7 u B N 0. SHEET NC.
I �w.•- .
b-3
;R • v .tom.! :':'.t-':'['?�i'."'ti•c;.. ..
Of coN F
�P �m-
� ,
SVR�c'E"r•°
LOT AREA
LOT WIDTH
FRONT YARD -
3WE YARD
REAR YARD
BUILDING 1REIGII.T
1,01" ;OVERAGE,,
a 00
ZONING DA,rA 'rABf-E
,c 11C : I
Rk', UIi1ED
PROVIDED
2010000 St.
4611306 s f•_
100 ft.
148.72 ft.
35 ft.
86.25 ft.
10 ft.
10.49 ft.
25 ft.
98 ft.
7, story / 40 ft.
1 Aoi-y 11f ft.
65 "A
64.9 `%►
SURROUNI)nG _ ROPEFUrY OWNERS V4'I"FIIIN 500 Fi'•
AIA.P #
LOT #
N/F PROPERTY OWNED
110
19
MICTIAEL G. ECONOMOS
110
7,1
THEODORE F. SRUBAS , Trustee
110
2
THEODORE F. SRUBAS, '';•ustee
110
3
THEODORE F. SRURAS, Tamstee
110
1
REX LUMBER COMPANY
109
8
SPTRRY WOOD LIMITED VARTNERSHRI
110
1R
SEltMATZ01 At;::QUISIT10N , INC.
110
17
SERNIATECII:ACQUISITION t. INC.
1.1U
4
SERNI.A7i'ECH ACQUISiITZa-N , im".
Ito
16
GERBk;R SCIENTIFIC, INC! -
1111
15
GEMBER SCIEN"1.1IiIC , INC.
SOUTH WINDSOR
PLANNING DEPT.
M A P NO. w 110 LOT N ,1a 2-0
l
RE'v;SIONS
-- - PDS iEngineering & Construction, Inc.
107 Old Wmilsor Road . Bioomtu;ld, Connecticut
lelephome: (203) 242-6586 FAX 242-8587
PROAC T
ARCH
CON R
�
o. 13422 ;� F DRhri'h 84 �9q- y f �.F. C!iE.i:tik0 $Y'
• —1 Y.. _ ___.
JOE; No SHEET NO. ....
A.
N,/ F
R EX LU M RF_R (.D,
.C15T wc, Cc>NL. -�-.� - --- -
N/ F
MI C H!, E L C. ECONOMO 5
CATCH BASIN IN'6 E TA:BI.
CB#1
TF = 80.61
CB#2
TF = 81.56
IN'(T. 1511 RCP
W. =
76.39
INV. 30 "RCP
N. =
75.70
INN7. 30 "RCP
S. =
75.60
CB#3
TF = 81.71
INV. 30 " RCP
S. =
78.20
INV . 24" RCP
N. =
76.54
YNV= 19" RCP
E. =
76.80
INV. 6" TILE
W. = 78.01
CB94
TF = 81.71
INV. 18" RCP
W. =
77.40
1NV. 18" RCP
SE. = 78.59
CB#5
TF = 81. 33
`
INV. 6" TILE
E.
= 78.76
YxTx; Ott vvr
N =
79.60
1t"I r . v � . I,
INV. 6" PVC
-
W. =
-
78.90
INV. 6't PVC
S. =
79.10
CB#6
TF = 81.31
INV. 6" PVC
N.
= 80.06
CB#7
TF = 81.33
INV. 15" RCP
E. =
76.70
�T f ctt -"r*n
ILN V. -1 nl.r
t17 -
Vr -
'TI< of
I..-
INV.6" PVC
W. =
78.08
iNV.6" PVC
S. =
77.60
CB#8
TF = 81.32
INV. 15" RCP E.
= 77.40
CB#9
TF = 83.05
n
Y
THEODORE F_ f�UC;A ,TI 11�T tE
c"
I TRENC.f I
WIDTH '
I VARIES I
r SE.
TYPICAL
! TRENCH
SEC -,ION .
1 I
I
r a
SECTION
N. T. S.
oll
-- SAW CUT AND SEAL JOINT I
!" (COMPACTED) CLASS 2 BITUMINOUS
CONCRETE SURFACE COURSE (OR
MATCH EXISTING, IF GREATER)M,04
_-2"',COMPACTED) CLASS I BITUMINOUS
CONCRETE BINDER COURSE OR
MATCH EXISTING, IF GREATER) M,04
.--- 6"(COMPACTED) PROC£SSFD TRAPROCK
BASE.- M,05,C!
-- E"(COMPACTECf PROCESS-e0 GRAVEL
SL'BASE OVER COMPACTED SUSGRAOE
(TRENCH BACKFIL:.) M.02-uRA0,3
NOTES
ALL SAW CJT AND SEALED JOINTS TO
BE EITHER PARALLEL WITH, ORPERPEN-
OICULAR TO, THE CENTER -LINE OF
THE PIPE.
-. ALL MATERIALS ARE T4 MEET
- .FORM 814, AS AMENDED
TOWN OF, SOUR', WiNDsor, PERMANENT PAVEMENT
STANDARD DETAIL PATCHING DETAIL
JANUARY, 1991 r[rlat°:
rwuc >.orti cutcror
Lilo nG RE UII EIVIENTS
OFFICE AREA = 1600 sf.
1600 100() (4.5) = 8 spaces
INDUSTRIAL AREA = 8400 sf.
$400 7100 = 12 spaces
TOTAL SPACES REQUIRED = 20 (2 handicap)
TOTAL SPACES PROVIDED = 27 (2 handicap)
** I,L PA,I'J�ING SPACES ARE EXISTING
NO ADDITIONAL SPACES ARE PROPOSED
..._� T A'r it ♦ AT4\cr ADTINV iC PROPOSED FOR THIS APPLICATION
u L,.\,
NO A D 11014AL l,tUNJUal.r,.., s
1
- . %0_ u O-P Soh `yl'&UL-otc
1540 SULLIVAN AVENUE . SOUTH'.•JINDSOR. CONN. OW74
- i ARFA CODE $601644.25! 1
CERTIFIED MAIL
September 8, 1997
Chris Eseppi
PDS Engineering &. Construction Company
107 Old Windsor Road
Bloomneld, CT 06002
Dear Mr. Eseppi:
Re: Appl #97-70PX, Site Plan of Approval; Manceley's Catering
We are pleased to advise you that the Planning & Zoning Commission voted to approve
with modifications the above referenced application for a Site Plan of Development
modification for the construction of a 2,000 sq. ft. addition on property located at 26
O<`a►r N'I,tF' Schweir Road, South Windsor as shown on piwis prepared by PDS Engineering &
T-`� Construction, Inc. and dated August 6, 1997. "'his approval is subject to the following
modifications:
1. No bolding permit will be issued until the final mylars 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 drams sre required if the building has a basement.
4.-All plans used in the field by the developer must bear the stamp and amh6rized
signature of the Town of South Windsor.
Black and white Itransparent mylars of Sheet #S`-2 with the above modifcations
together with three blueprint copies of the entire -set of plans must be subiWtted to
this Commission within 30 days to be stamped and signed. The letter of approval of
this Commission must be reproduced on the mylars.
After the mylars have been signed by the Commission, they will be rerw-ned to you!for
filing in the Office of the Town Clerk within 90 days. After filing these plans, a copy of
ti,e ec ipt must be submittrd t0 the Plan-W,9 Department
Very truly yours,
PLANNING a ZONING COMMISSION
1,4, 6 -
Marcia A. Banach, AICP
r r,fP'anninq
MAB/ pmm
Cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
v;5 r riev'e Caterine
LI(,GEND
-_- - -- -- EXISTING CONTOUR
C 1 _ PRn-PnSFD CONTOUR
x 8X EXISTING SPOT ELEVATION
I
x PT I PROPOSED SPOT ELEVATION
SILT FENCE EROSION CONTROL
�{ EXISTING CATCH BASIN
K�
EXTERIOR LIGHT FIXTURE ( see plan for size)
NOTE: ALL CATCH BASINS ARE. E.'ISTING. NO ADDITIONAL CATCH BASIINTS TO
ADDED FOR PROPOSED ADDITION.
�'
`', Vv
Ile�'"� r
_ v
S I [ PL A
1 "L.20
C�<Co
_R v
y J/ A G1 tt .
Q-
SURV0_4 `
LOT AREA
LOT WIDTH
FRONT YARD
SIDE YARD
REAR YARD
BUR_,DING HEIGHT
LOT COVERAGE
ZONING DATA TABLE
Zone: I
ILL WRED
'?R0111n- FP
li AO sf.
4 )1306 At.
100 ft.
148.72 ft.
35 ft.
86.25 ft.
10 ft,.
10.49 ft.
25 ft.
98 it.
2 story/ 40 ft.
1 story / 10 ft.
65%
64.9t)o
CONSTRUCTION NARRATIVE
1. INSTALL PERIMETER SILT FENCE AND EROSION CONTROL IN AREAS SHOWN
ON PLAN.
2. SAWCUT EXISTING PAVEMENT IN AREA OF PROPOSED ADDITION. STRIP
TOPSOIL .-
3. EXCAVATE FOR FOUNDATION.
4. POUR. CONCRETE FOUNDATION.
S. BACKFILL FOUNDATION.
6. FINE GRADE FOR SLAB.
7. CONSTRUCT BUILDING.
8. GRADE AROUND ADDITION AND PATCH PAVEMENT AS REQUIRED.
9. TOPSOIL ALL DISTURBED AREAS AND SEED.
SITE PLAN GENERAL NOTES
r
I. HORIZONTAL AND VERTICAL DATUM BA,,'ED ON MDC
2. THERE ARE NO. WETLANDS ON THIS PARCEL
3. PARCEL IS NOT WITHIN'THE 100 YEAR FLOOD ZONE
4. ALL ROOF LEADERS FOR PROPOSED ADDITION TO SHEET FLOW TO EXISTING
STORM DRAINAGE.
5. EXTERIOR LIGHTING SHALL NOT BE DIRECTED ONTO ABUTTING PROPERTIES
OR ROADWAY
6. ALL UTILITIES TO BE TAPPED OFF EXISTING BUILDING
7. ALL CONSTRUCTION OF SITE IMPROVEMENTS MUST BE IN ACCORDANCE
y !TR TOWN OF 'qOt►"TH WINDSOR STANDARDS AND CONNECTICUT D.O.T. FORM
814, AS AMENDED.