HomeMy WebLinkAbout97-37PX_THE REDLAND BRICK CO., INC. K-F PLANT_JOHN FITCH BOULEVARD/' �
LEGEND /
LIMIT OF WETLANDS
ZONE LINE
So ,
43,.�IU
. 4
EDGE OF WATER BODY/ WATER COURSE / o
R.R. TRACKS
EDGE OF EXIST. PVMT. /GRAVEL DRIVE
1 MUM
I ASSESSOR'S ASSESSOR'S
MAP NO. PARCEL NO. ADDRESS OWNER MAP NO. PARCEL NO. ADDRESS OWNER
■ ^x 412 STRONG RP CHARLES Jr 81 LORI L KEHOE
NOTE INLAND WWE it ANDS DELINEATED 81' SOIL SCIENCE SERVICES, SOIL SCIENTISTS, AND FIELD LOCATED
TITLED DRAWING "WETLANDS MAP -
-
�
g, ,;
55 _
1370 JOHN FITCH BLVD.
1340 JOHN FITCH BLVD.
JOHN L. BELLODY y� NILA B. I
JOHN L. BELLODY
_ - u
.5 ,4 432 STRONG RD. -:G� �.YONIKA
8Y MESSIER do ASSOCIATES, ENGINEERS -SURVEYORS
PROPERTY OF K-F BRICK COMPANY, INC.. STRONG ROAD, SOUTH W►NDSOR, CT". SCALE:1"=200',
g
280 STRONG RD.
DANIEL J. CARBONNEAU
1 434 STRONG RD. FREDERICK TOMEL
DATE: 12/87, SHEET 1 OF 1
■f
36 3
290 STRONG RD.
ANIV S. PVLA
_ 442 STRONf RD. i :
YONIKA ET Al
/ I�/I I
-
79 Q 109/10 0
_ -
a� /4
v�
1"
1 ,
1 1
G STA 0
tP
G
m
/ UA r
ACCESS TO SITE
(-?-' S7/
in—
°7h3
1
' stll E:43._dir
r�
7/
1^6
STRONG RD.
CONN. LIGHT a POWER CO.
86
+,
STRONG RD.
-. ,.-,
35
299 STRONG RD.
WHARTON WHOLESALERS, INC.
35
1-1
427 STRONG RD.
MI HELLE FlISCO-FROST & FRED FROST Jr.
J
■
I _
!1_9
«
287 STRONG RD.
BRUNO R. a JEAN M PATRIA
65
1 6
413 STRONG RD.
55
34
275 STRONG RD.
BRUNO R. a JEAN M. PATRIA
85
+^
405 STRONG RD.
CHARLES F. & GWENDCLYN A. KEHOE
�� ..�� ��.�•
97
it
STRONG RD.
85
2'
710 NUTMEG RD. NORTH
F:OaOwx,
�
�� �� l�,��.�,.
■
91
1
1421 JOHN FITCH BLVD.
1429 JOHN FITCH BLVD
ANTHONY J. 81 MARGARET A. SWSARZ
J ° •„__!"" 2 MAGNANi
109
1 109
N
10
JOHN FITCH BLVD.
1546 JOHN FITCH BLVD.
LARNICK ASSOCIATES
DONALD J. BALTULONIS
C09/1
■ I ' 7 A_ 1439 JOHN FITCH BLVD. RALPH MOSHER 9- 4- 1510 JOHN FITCH BLVD. COUNTY DISTRIBUTORS, INC.
ZONE ■ 9- t>' 1449 JOHN FITCH BLVD. THIRD GENERATION REALTY III 97 5 1496 JOHN FITCH BLVD. FREDERICK N. ZEYTOONJIAN
97 1505 JOHN FITCH BLVD. PAL SZABO Iv9 `% JOHN FITCH BLVD. SPERRY WOOD LIMITED PARTNERSHIP I
. ";7 - 1519 JOHN FITCH BLVD. JAI ENTERPRISES, INC. °' 6 JOHN FITCH BLVD. MARTIN McGRATH, ET AL.
P-tv-
_ 97 JOHN FITCH BLVD. ANDRE CHARBONNEAU 97 9 1390 JOHN FITCH BLVD. BRIAN L. LYMAN
�y ?. NUTMEG RD. NORTH WHARTON WHOLESALERS, INC. 109 6 SULLIVAN AVE. SPERRY WOOD LIMITED PARTNERSHIP
86 16 STRONG RD. RAENATO PATRIA I
STRONG RD. � �.
i� 319 STRONG RD. RICHARD J. 81 VIRGINIA BAMBER 56 5 630 STRONG RD. WILLIAM V a JAN H. PETRONE
��/r • 95 37 STRONG RD. CHARLES L. 81 FAY A. DURFEE 56 20 532 STRONG RD. YOLANDA D. O'LENICK : I
55 Z9 NUTMEG RD. NORTH WHARTON WHOLESALERS, INC. 5e 2 STRONG RD. ENET Y. SILVESTRI j
55 4 306 STRONG RD. TONY RBI NANCY ANN JACKSON 5-! 1 WEST RD. C1 N flo'k $ EPWARP zAGDRSKY
155
5 310 STRONG RD. HENRIETTA TERAZZI 99 5 WEST RD. HELEN SHETENSKI, ET AL I
65 318 STRONG RD. JOSEPH R. a PATRIC!A A. ROCHELEAU 39 " WEST RD. ANTON BROWN Jr. j
35 334 STRONG RD. &FEE ti U Kai S: 99 9 WEST RD. ALEKSANDER GOLDSZMIDT II
- 25 REAR YARD TYPICAL 1' : 53 c 348 STRONG RD. ROBERT G. a MICHELLE K. BURNHAM 99 10 WEST RD. AL-BERT D. KRIVICKAS LIMIT
OF 65 9 360 STRONG RD. WAYNE E. 81 RUTHANN S. BOUCHARD 98 1 WEST RD. MITCHELL W. a BEVERLY J. MAZUR
wcTl nr�nc
r LHvvl-v •• , �..,.......
55 10 374 STRONG RD. GUY PLOURDE
r \ -� • :. 1 388 STRONG RD.
�O� ■ 404 STRONG RD. PAUL S. a RHONDA F. GIANSIRACUSA -- -- -- --- —1
0O
_
_� � � ■ ZONE RFC s
1001*
0000,
�/' � � PROPOSED •� \`\ >��- •� _
s: ` e -� STORAGE BUILDING ■
., --r`'' . \\\ -mac'...-f-'...�.•��....1..._ ■ I
ABANDONED-
. CLAY PIT
N 1 frlsn►w ,�_ .- MIXING BUILDING
CLAY PIT i
N(��4v I ED
C_
O
� I MAIN PLANT �-• �. `� - -- - - -- --- -- -- - -- - - -- -
-
iy, I NEW PLANT i
= z ZONE I _ I
5 D/1
OFFICE PARKING AREA
r
LOADING AREA
-BIT. PVMT, jrj 1
o LL
I \ ■ILL■
----I
O 1 \
/
EMPLO EE PARKING AREA I
II STORAGE ABANDONED + ■ /'
p I AREA L _ J CLAY PIT
\ I ■
`�.GRAVEL-,,,` I
ACCESS TO SITE
U�
j ■
I
11 1 .`'S/^ ` �.� -��; �_ , r,/I. \ 3 \ :RONT YARD /16
ROAD
1 1Tiy:STRONG
THE K—F BRICK COMPANY
ZONING DATA BLOCK
ZONE: (I) INDUSTRIAL ASSESSOR'S MAP NO.'. 9-7
USE: MANUFACTURING PARCEL NO.:
T
ITEM
REQUIRED/
ALLOWED
PROVIDED
LOT AREA
20,000 S.F
179.36 AC.
FRONT YARD
35 FT.
N.A.
REAR YARD
25 FT
N.A.
SIDE YARD
10 F.T.
SEE SITE PLAN
BUILDING HEIGHT
40 FT.
SEE BELOW
LOT COVERAGE( BUILDING)
50 %
2.2 %
LOT COVERAGE ( IMPERVIOUS)
75 %
7.1 %
PARKING SPACES
32
32
PARKING COMPUTATIONS
A. OFFICE AREA.
I SPACE / 125 S.F : 1500 S.F./ 125 S.F = 12 SPACES
( FUNCTIONAL OFFICE SPACE )
B. INDUSTRIAL/MANUFACTURING :
I SPACE / EA. TWO EMPLOYEES: 40 EMP. /2 = 20 SPACES
( LARGEST SHIFT)
NOTE: PARKING SPACES PROVIDED ARE SHOWN AS DESIGNATED PARKING
AREAS ON THE KEY MAP,
i
BUILDING- HEIGHTS: NEW PLANT = 32'-8" PROP. STORAGE BUILDING = 38
MIXING BUILDING = 35'-2"
1 / THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-3008-1 THRU 20-3006-20 OF THE
► I I REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUSTRONG Z � / FROM OTHER rMAPS ENDORSED AS RECORD BRESEARCH Y THE �AND/OR OTHERECTICUT OUASSOCIATION OF
INFORMATION. ON T SURVEYORS I S NOT 1 TO PLAN
CONSTRUED AS
0 HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
o p 1
1. UNLESS OTHERWISE NOTED, EXISTING UTILITIES
E
LOCATIONS AS SHOWN ARE BASED ON BEST
I
JUNE,1988
MISC. REVISIONS
2
AUGUST,1988
MOVE BUILDING, DRAINAGE
NN
AVAILABLE INFORMATION. ALL EXISTING UTILITIES
SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
Ax-f 20 199'
PRo003ED 3TORArr ADC,Vr,OK
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
NO.
DATE
DESCRIPTION
REVISIONS
J.J. P
JJP
J.J.P.
BY NO. DATE
v �
rn
FIELD SURVEY MAY DISCLOSE.
'- �— TO TH ST OF MY K GE AND B F, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P MARTEL LIC. No.
DRAWN BY J J P
CHECKED BY RJA / PRD
JOB No.: 97-1013 (81-218)
DATE: I"%' IQZ'B
DESCRIPTION I BY DRAWING NO,: jolbzwe>dpbord
GRAPHIC SCALE
too o 100 sec goo
( IN 1r=
1 tuch — 200 fL
■ civil engineers • planner's • surveyors
,Daesign
rofession al s, inc.
165 soj-,� so '.e _;ad • south windsor, ct. 06074
PREPAR17D ' iP
THE REDLAND BRICK CO., INC.
K-F PLANT
U.S. PIE 5 cIA .,I. JOHN 1`I101 BLVD.
SOUTH WINDSOR, CT 06074 528-1311
DRAWING TITLE
KEY MAP &
SITE ACCESS PLAN
s•,0"" CONNtoI
PRp'P:'Mq���G
No.
1.•2882
y<q ..........
THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SUR\/PY^r
1
0
= ! I540 SULLIVAN AVENUE - SO11TN W1NOSOA. CONJ. 06074
AREA CODE 990 / e44-2$11
CERTIFIED MAIL
June 23, 1997
Brian Hastings, Plant Manager
Redland Brick Company, Inc.
P O Box 375
East Windsor Hill, CT 06028
Dear Mr, Hastings:
Re: Appl #97-37PX Rediand Brick Site Plan of Development
We are pleased to advise you that the Plannino & Zonina Commission voted on June 17. 1997 to
approve with modifications the above referenced application for a Site Plan of Development for the
construction of a 85' x 120' storage building on property located at 1440 )ohn Fitch Boulevard, I Zone
as shown on plans prepared by Design Professionals, Inc., Job No. #97-1013 and dated May 20,
1997. This approval Is subject to the following modifications:
1, No building permit will be issued until the final mylars have been flied 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. All plans used In the field by the developer must bear the stamp and authorized signature of the
Town of South Windsor.
3. Construction entrance pad must be shown on the plans.
Black and white transparent mylars of Sheet #2 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 letter of approval of this Commission must be reproduced on the rnylars.
After the mylars have been signed by the Commission, they will be returned to you for filing In the
Offlce of the Town Clerk within 90 days. After filing these plans, a copy of the receipt must be
submitted to the Planning Department.
Very truly yours,
BANNING & ZONING COMMISSION
I ka.q &_ 6 4�31Ln ,1. ,
Marcia A. Btmarh, Director of
MAS/pmm
Enclosures
Cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pailutlon Control
Fire Marshal
PDS Engineering & Construction Company
NOTES
1 SITE IS IN THE INDUSTRIAL ZONE DISTRICT.
2. CONTOURS ARE AT TWO FOOT INTERVALS UNLESS OTHERWISE NOTED.
3. TOPOGRAPHY IN THE AREA OF THE PROPOSED STORAGE BUILDING IS TAKEN
FROM THE TOWN OF SOUTH WINDSOR TOPOGRAPHIC MAPS. THE CONTRACTOR
SHOULD VERIFY THE GRADES IN THE FIELD PRIOR TO CONSTRUCTION.
4. THE PROPOSED BUILDING WILL HAVE NO FOUNDATION DRAIN OR GUTTERS.
STORMWATER WILL BE DIRECTED AS SHEETFLOW FROM THE ROOF.
5. TOTAL PROPOSED AREA OF DISTURBANCE = 18,500 S.F. OR 0.42 AC,
MAP REFERENCES
1. "PROPERTY OF K-F BRICK COMPANY, INC.. EAST OF U.S. ROUTE 5, SOUTH WINDSOR,
CONNECTICUT, SCALE:1"=100', APRIL 1977, REVISED 1/81 BY PETERSON & HOFFMAN,
LAND SURVEYORS.
2. "AS -BUILT SITE PLAN", PLANT EXPANSION, PREPARED FOR THE K-F BRICK COMPANY,
U.S. ROUTE 5, SOUTH WINDSOR, CONNECTICUT, SCALE: 1 "=40', DECEMBER, 1989,
BY DESIGN PROFESSIONALS, INC.
LEGEND
17
EXISTING CATCH BASIN AND PIPE
-
EXISTING SANITARY MANHOLE AND PIPE
EXISTING SPOT GRADE
757-M
PROPOSED SPOT GRADE
300,EXISTING
CONTOUR AND ELEVATION
-[ --
PROPOSED CONTOUR AND ELEVATION
h
EXISTING UTILITY POLE
--w
EXISTING WATER SERVICE
raw. v�
EDGE OF WOOD LINE
--x-->E-
FENCE LINE
zp
RR TRACKS
— — —
SILTATION BARRIER
I UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVMLA.B[L
INFORMATION ALL EXISTIN' UTILITIES SHOULD
BE. FIELD \tERIF!ED PRIOR 10 CONSTRUCT;ON.
' w ALL UT[t_ITIES ARE T BE STAKED IN THE FIELD
BY A LICENSED LAND , RV YC R PRI _ R T':,
CONSTRUCTION.
3. THIS PLAN IS iN\/AUD \JNLESS iT HEAR
` 'VPIR[' FIN ' F iL AN' +R.i,!N\ I(;NATURE
.N. %SL'R
REVISIONS
6 ` ' i 9 7 PER CONDITIONS OF .APPROVAL
NO. ! DATE
DESCRI P TION
/
/
F / /
Y
'✓
\ / /
o
1,
0
4+ /
�O i
/ WATER METER ,
�• / PIT
/ / ! 4
SMH
4
MAIN PLANT
41
%5 4
GAS UTILITY SHED
T
q
IVerER �QNNf ..;'MIN U11UlY Pp �� Q
/ \/ S11Ef J354
�EXIS1. C.B
T.F.=74.18
if 70.78
II / / / r ! O• �cI0
5, 11111f71' \ P�f�
' r' MAIN PLAN1.
ROOF lFAMR
TfflA,
/ \
i
\ 25' x 50' ANTI -TRACKING PAD
6" CT. D.O.T. 2" STONE TO BE PLACED
OVER FILTER FABRIC MATERIAL
' If\
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEGTiONS 20-390b - I THRU 20-- 300b-2v �360 `/y 1 F5
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ■
STATf OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC THIS GRAPHIC SCALE
SURVEY CONFORMS TO HORIZONTAL ACt:URACY CLASS A-2 AND VERTICAL ACCURAC, .:LASS T-D 440 0 20 40 80 esign
TO TNF BEST OF MY KNOWLEDGE ANr, '3EUE THIS MAP ;S :yUBSTANTIAL,.Y CORRECT AS NOTED[TEREON �--�—�- I I ----� rofessionals, inc.
IN FEET
hn I inch = 40 ft. ! Civil Engineers • Planners • Surveyors CIS
/
>� \
EXISTING
GRAVEL DRIVE
ENV\` 1
/ \ 1
v '
� 74
1 tXISTING\\
I G tMII`EL DRIVE , ,� , 1' ` \ \\ ' 1'
a
a♦ t1111 I � � \ 1 /, / / '
v
I \ I a ♦ `� A
011
t EXIST. rC.(3
I T.F.=-70.79
-4 ; _ F.L.IN=*59.74
. FLOUI=59.58 1I ,
_ i v
I I I r
IV -
fit/ \ I 1
•7:
TOPOGRAPHIC MAP
DE -SIGN.- /✓P_ IDRA WN: 41P I CHECKED: RJA
✓oB No.: 97-1013 DA TE: MA Y 20, 1997
DRAW NG No.: D: 1 JOB 19710131971013. DWG
ABANDONED CLAY PIT
WATER ELEV.= 56.14
IMPROVEMENT LOCATION PLAN - DEPENDENT RESURVEY
PREPARED FOR
THE REMAND BRICK CO., INC.
K-F PLANT
U.S. RTE. 5 a.k.a. JOHN FITCH BLVD.
SOUTH WINDSOR, CT 06074 528- 1311
MAW
t
I — i
GOUE LEVAT I C H
0
E A 6 T ELEVAT I0
811
- - C
i
1 ! { I 1
I I I I I
1
iI
i
,
— v
wa
P i1 fs
c. 0 1 U_Ly T1 ;N
f/8 1-0
NORT H E L E Vf,,T10N
1
1
I
BUILDING CODE TABLE
USE GROUP S-2
CONSTRUCTION TYPE : 2-C
ALLOWABLE BUILDING AREA 14,400 sf. ( table 501)
ACTUAL BUILDING AREA : 10,200 sf. -
ALLOWABLE BUILDING HEIGHT : 3 st. / 40 ft. ( table 501)
ACTUAL BUILDING HEIGHT : 1 st. / 24 ft. - -
OCCUPANT LOAD ( table 806.I.2 )
Storage Area = 10,200 sf / )uU = 34 oce.
.F CONNf
ACTUAL OCCUPAN I' Lt�Ai3 = 2 0 l
so ..oc
MINIMUM NUMBER OF EXITS = 2 ( table 809.2 )'
2
ACTUAL NUMBER OF EXITS =
• .v
No. 13422
MAXIM - UMLENGTH OF EXIT TRAVEL = 300 ft. ( table 807.5) <, G; w
•.,.
ACTUAL MAX. LENGTH OF EXIT TRAVEL = 270 ft. ., 'or . cE��s•,.•
FSS/p N M_
- - - REVISIONS
PDS Engineering & Co ;nstruction, Inc.
_ 107 Old Windsor Road - Bloom-: ield, Connect ut
C-- — - Telephone: (203) 242-8586 =AX 24 _-858-
PROJECT��
ADDRESS �Gi.� wa ---t-C,�---�• '
ARCH. •--T;b CONT'R --,�
DRAWN BY - �5-11 -- 7 CHECKED BY
JOB N0.
SHEET NO.
'