HomeMy WebLinkAbout00-05P_KIDCO_COMMERCE WAYPLANNING & ZONING COMMISSION
APPROVAL LETTER -
INLAND WETLANDS AGENCY / CONSERVATION COMMISSION THE SOUTH WINDSOR WATER POLLUTION CONTROL AUTHORITY
APPROVAL LETTER - APPROVAL LETTER -
KEY MAP -
SCALE. 1 INCH = 200 FEET
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1540 SULLIVAN AVENUE • SOUTH WINDSOR. COt011 'AW)I4
AREA CODE 860 1 644-2511
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April 5, 2000
CERTIFIED MAIL
Mr. Jack Scelza, Jr.
KIDCO
2191 Berlin Tpke.
Newington, CT 06111
Dear Mr. Scelza:
Re: Appi #00-05P, KIDCO Site Plan
We are pleased to advise you that the Planning &_Zoning Commission voted on March 22, 2000, to
approve with modifications the above referenced application for a Site Plan of Development and your
request for a Special Exception to Section 6.1.3.8.
This approval is for the construction of a day care facility on property located at 75 Commerce Way, I
zone as shown on plans prepared by Alford Associates, Job No. 93444, dated 12/15/99, as revised.
This approval Is subject to the following modifications:
1. Prior to commencement Of any site work, a meeting must be held with Town Staff.
2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office.
3. This application Is subject to the conditions of approval of the Inland Wetlands
Agency/Conservation Commission, including a bond in the amount of $4,000.
4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of
the Zoning Regulations.
5. Footing drains are required if the building has a basement.
6. Landscape bond in the amount of $2,000 is required and must be submitted prior to filing of
mylars.
7. All plans used In the field by the developer must bear the stamp and authorized signature of the
Town of South Windsor.
8. WPCA approval is required.
9. The driveway and parking area must be designed to accommodate school buses, in the event
that stopping of the school bus on Commerce Way results In traffic problems on Sullivan Avenue
and the buses need to pick up children from inside the parking lot.
10. The Town Engineer's comments dated February 9, 2000, must be addressed.
11. Handicapped parking spaces need a 3-foot crosshatched area for each space; no shared areas
allowed.
12. Final sign design must return to Architectural and Design Review Board for review.
13. Lighting plan isometric diagram must be submitted.
14. Special exception form must be filed in the Town Clerk`s office.
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 letters of approval of this Commission as well as the Inland Wetlands
Agency/Conservation Commission must be reproduced on the mylars.
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.
The attached Special Exception form must be completed and filed in the Town Cleric's office. The
special exception will take effect upon filing.
Sincerely,
Walter]. Mealy, Chairman
Planning and Zoning Commission
Attachment
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
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AREA CODE 860 1 644-2511
hDsoR•co�
March 13, 2000
Certified #Z419177168
Alford and Assoc.
Mr. Skip Alford
200 Pigeon Hill Rd.
Windsor, CT
RE: Appl. #00-05P, Kidco Daycare.
Dear Mr. Alford:
At the March 1, 2000 regular meeting, the Inland Wetlands
Agency/Conservation Commission approved application #00-05P - Kideo
Daycare Center - IWA/CC permit for the construction of a daycare center,
parking, and associated stormwater structures on property located at
Commerce way (Assessor's map #121, parcels # 12 and 13). This approval
is subject to the following conditions:
1. One blueprint copy of the entire set of plans and this letter reproduced
thereon, must be submitted to this Commission. This must be
completed within 65 days of approval prior to any construction activity
on the site. Plans submitted to Planning & Zoning Commission shalt
be considered having met this requirement.
2. The application shall indamnifv and bold harmless the Town of South
Windsor against any liability, which might result from the proposed
operation or use.
3. The permit is valid for five years and shall expire on March 1, 2005. It
is the landowners)/applicant(s) responsibility to track expiration dates
and notify the Commission of a renewal request at least 65 days prior
to expiration.
Kidco Daycare
March 7, 2000
Page 2
4. A $4000.00 bond must be posted to insure that erosion controls are
properly installed and maintained during construction.
5. A revised site plan must be submitted that includes the installation of
infiltrators to capture roof runoff.
6. Trap hoods and 4-foot sumps must be installed in the proposed
catchbasins.
7. Additional silt fence must be installed along the curb line of Commerce Way.
8. All approvals required must be obtained and submitted prior to any activity
on the site.
9. A contact person shall be identified on the plans.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
Elizabeth Warren, Chairperson
E
cc: Chief Building Official
Town Engineer
South Windsor Estates LLC
t0�i 4f�t
Uton
t v 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074
AREA CODE 203/644-2511
May 4, 2000
Kidco Day Care
c/o Mr. Jack Scelza, Jr.
2191 Merlin Turnpike
Newington, CT 06111.
RE, Kidco Dray Care
Lot 12/13 Commerce Way
SOUTH WINDSOR, CT
Dear Mr. Scelza:
The South Windsor Water Pollution Control Authority, at its regular meeting of May 2, 2000,
gave approval for the connection to the Town's sewerage system of two commercial buildings at
lot 12/13 Commerce Way in accordance with drawing entitled "Topographic Map and
Conservation Plan Prepared for Kidco — Parcel B and Lot 9 -- John Fitch Industrial Centre — 12
and 30 Commerce Way — South Windsor, Connecticut" by Alford Associates, Windsor, CT,
Sheet 3 of 6 dated Dec. 15, 1999, revised 3-1-00 and 4-19-00, and subject to the following
conditions:
1. Technical approval of the Town ; -nglneenng Department.
2. Final Authority approval and acceptance of the sanitary sewerage connection will be
given once the sewer line has been installed and inspected by the Town staff, and based
upon the written verification of the Town staff that said sanitary sewer line was installed
in substantial conformance with the design plans previously approved by the Authority,
and meeting all Town regulations and appropriate technical specifications relating to
sanitary sewer construction,
3. The proposed manhole serving Building 2 will be provided in the public right-of-way.
4;. A connection charge of $8,100.00, based on 3.24 developed acres, slsall be payable at the
time the permit is taken out.
Kidco Day Care -2-
5. This approval letter must be superimposed on the final approval plans.
Very truly yours,
Thomas Undson, Chairman
Water Pollution Control Authority
TH:rt
cc: Matthew Galligan, Town Manager
Michael J. Gantick, Director of Public Works
Jerry lazzetta, Town Engineer
Marcia Banach, Director of Planning
John Collins, Chief Building inspector
Wilson Alford, Jr., Alford Associates I/
May 4, 2000
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M. 121 L: 24 _
M. 121 L: 14
M. 133 L: 6
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M. 121 L: 12&13
M. 1211 PROPOSED
L: 9 M. 121 M. 121 L: 11 BUILDING
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COMMERCE WA Y
M. 121 M. 121 M. 121 L: 6
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M. 133 L: 10 \
M. 121 L: 5
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L: 50 L: 49
M. 121
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TYPICAL
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NAMES OF ABUTTING PROPERTY OWNERS
NOTE - ALL ADDRESSES REFER TO THE TOWN OF SOUTH W/NDSOR, CONNEC77CUT,
UNLESS OTHERWISE NOTED.
ASSESSOR'S MAP NO. / LOT NO. OWNER
SUBJECT PARCEL:
121 12 & 13 JFI ASSOCIATES, INC.
121 4 ALL PHASE REAL ESTATE COMPANY
121 6 FRANK J. AND CHARLENE M. SMITH
121 11 DANIEL AND MARE ONOFR/O
121 14 TOWN OF SOUTH WINDSOR
121 15 D & L CARON LLC
121 52 JOHN SCHWEIR SONS INC.
PROJECT ANAL PSIS -
ZONE. "l" INDUSTRIAL
PROPOSED USE. DAY CARE FACILITY FOR CHILDREN
MAILING ADDRESS
75 COMMERCE WAY
875 RI VERVIEW DRIVE
BENTON HARBOR, M/ 49022
P.O. BOX 354
EAST W/NDSOR, CT 06028
48 COMMERCE WA Y
124 SULLIVAN AVENUE
SOUTH WINDSOR, CT 06074
359 BURNHAM STREET
EAST HARTFORD, CT
89 SULLIVAN AVENUE
(BY SPECIAL EXCEPTION PER SECTION 6.1.3.8 OF THE ZONING REGULATIONS)
ITEM
REQUIRED / PERMITTED
PROPOSED
LOT AREA
20,000 SQ.FT. MINIMUM
136,117 SQ.FT. = 3.125 ACRES
LOT WIDTH
100 FEET MINIMUM
36Z7' ALONG COMMERCE WAY
355.0' ALONG SULLIVAN AVENUE
LOT DEPTH
150 FEET MINIMUM
360'f
FRONT YARD
35 FEET MINIMUM
BUILDING #1 -
171.5' (COMMERCE WAY)
71.6' (SULLIVAN AVENUE)
BUILDING #2 -
37.0' (COMMERCE WAY)
279'f (SULLIVAN AVENUE)
SiDE YARD
10 FEET MINIMUM
BUILDING #1 -
113.0' (FROM EAST PROPERTY LINE)
BUILDING #2 -
35.8' (FROM NORTH PROPERTY LINE)
REAR YARD
25 FEET MINIMUM
CORNER LOT - NONE REQUIRED
NUMBER OF STORIES
2 STORIES MAXIMUM
1 STORY (BUILDINGS #1 AND #2)
BUILDING HEIGHT
40 FEET MAXIMUM
22'f (BUILDINGS #1 AND #2)
LOT COVERAGE
5= MAXIMUM
13.6q
IMPERVIOUS COVERAGE
657. MAXIMUM
35.57.
PARKING
1 SPACE PER 250 SQ.FT. OF GFA
75 SPACES
(INCLUDES 3 HANDICAPPED SPACES
CALCULATION:
AND 2 RESERVE SPACES)
18, 535 S F./250 S.F. = 74.2 SPACES
SOUTH IMNDSOR � QU ED^
PLAMA-IING DEPT.
t:. MR
' MAY 31 2000
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SOUTH IVIHDSQR PLA(;NING
APPLICANT AND
CONTACT PERSON
KIDCO
CIO MR. JACK SCELZA, JR.
2191 BERLIN TURNPIKE
NEWINGTON, CONNEC77CUT 06111
TEL. # (860) 667- 7191
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TO TFIE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECTIN ACCORDANCE
WITH CLASS - AS DEFINED
BY C.A.L.S.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
CML ENGINEERS
WND60R, =NEC Off
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WILSON M. ALFORD,JR.,P.E.& L.S.
DATE: DECEMBER 15, 1999
SCALE: 1 IN. = 200 FT.
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D: S99169KY FOLDER: KIDCO FILE: SCELZA-KIDCO
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LOT 8
N/F DANIEL & MARIE ONOFRIO II I
48 COMMERCE WAY II
STORM DRAINAGE EASEMENT
IN FAVOR OF THE TOWN OF
SOUTH WINDSOR
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ALONG HANDICAPPED SPACE AND WALK
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CARE SHALL BE TAKEN TO PRESERVE
SOME SPECIMEN TREES
WITHIN PLAY YARD
PLAY AREA
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x TAPER CURB
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51.6'
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EDGE OF LAWN
10.2' 1 LAWN � 137.00' _
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12 CONCRETE BUS PAD
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165'
LEGEND OF PROPOSED IMPRO VEMEN TS
x EXTERIOR LIGHTING.
II� WALL MOUNTED LIGHT
PLAY AREA ( TO BE PLACED ONLY ALONG WALLS AS SHOWN ON PLAN
II 0-0 "SHOE BOX" STYLE LIGHT AND POLE
x II NOTE- LIGHT FIXTURES ARE SHOWN IN APPROXIMATE LOCATIONS AND NUMBERS
THE FINAL LOCATION AND NUMBER OF FIXTURES SHALL BE DETERMINED BY
THE SPECIFIC FIXTURE CHOSEN. PRIOR TO INSTALLATION, TYPE AND
o II LOCA71ON OF FIXTURES SHALL BE REVIEWED BY THE TOWN PLANNER.
IIPROPOSED LIGHTS SHALL BE SHIELDED TO CONFINE ILLUMINA77ON TO THE
H �SUBJECT SI TE.
1 -
II HANDICAPPED PARKING SPACE SIGN
83' k II STD- "STOP" SIGN
OLP. IRON PIN TO BE SET THE DEVELOPER
I II
i m 17 M.S CONCRETE MERESTONE TO BE SET BY DEVELOPER
2 cp_, II SNET 15261
x II
II
II DETAIL OF LIGHT FIXTURE AND POLE
II
PROPOSED BUILDING it II
PRESCHOOL AND I '
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INFAN7VTODDLERS
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BUILDING "FOOTPRINT" = 12,375 SQ.FT. II
REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS
6' WIDE CONCRETE WALK
WITH INTEGRAL CONCRETE CURB
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COMMERCE WAY
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8 SPACES
14 SPACES 0 9' = 126'
14 SPACES 0 9' = 126'
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TAPER CURB ALONG HANDICAPPED SPACES N II
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-- 25' WIDE DRAINAGE RIGHT OF WAY
IN FAVOR OF THE
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STATE OF CONNECT7CUT
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PROPOSED FREESTANDING BUSINESS SIGN
SIGN
TO CONFORM TO APPLICABLE ZONING REGULATIONS
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SIGN SHALL BE LIT FROM EXTERIOR LIGH77NG
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FROM TOP OF SIGN
193.60, I
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M. S
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N 184892.4044
E 18884Z3229
(BASED ON M.D.C. COORDINATE SYSTEM)
APPLICANT AND
CONTACT PERSON
KIDCO
C/O MR. JACK SCELZA, JR.
2191 BERLIN TURNPIKE
NEWINGTON, CONNEC77CUT 06111
TEL. / (860) 667-719.1
GAROGO 14" EH STYLE
HOUSING WITH 36" ARM
OK EQUIVALI=NT
DOWGO 5PEGIAL INTEGRAL
13A5E FL000LIGHT POLE
OR EQUIVALENT
(4) fX40 GALVANIZED
ANGHOR DOL.T5 ON 15' BGD
FINI5HED GRADE
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 it.
IE LOCATIONS OF UNDERGROUND U77LI TIES ARE APPROXIMATE
V ALL U77LI77ES MAY NOT BE SHOWN. PRIOR TO CONS TRUC770t
JNTRACTOR SHALL CALL 1-800-922-4455 AND HAVE U77LITIE
ARKED ON THE GROUND.
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TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT IN ACCORDANCE
WITH CLASS A-2 AS DEFINED
BY C.A.L.S.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
•HIM
CIM EMCNVEERS
WtUSC'A, OCINNECi1CUT
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WILSON M. ALFORD,JR.,P.E.11 L.S.
DATE: DECEMBER 15, 1999
SCALE: 1 IN. = 20 FT.
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OPEN SIDED N/F TOWN OF SOUTH WINDSOR
BIT. CONC. PAVEMENT
PAVILION 77.9 i_� 79.5
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�` 10' SIDE YARD 78.8 II
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. PROPOSED SPOT GRAD
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75ID MAPLE
1 N 79.93 PROPOSED CONTOUR
7s.s
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1 CARE SHALL BE TAKEN TO PRESERVE-- I X ;
1 ; ; , �\ ,I ., ; / I 77.4 SOME SPECIMEN TREES _ J 18"0 MAPLE I GRADE TO DRAIN
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1, ' 11
o ``� 1 x ( I WATER SERVICE MATERIALS, INCLUDING BUT NOT LIMITED
54',1U , , 1 , I PROPOSED INFILTRATOR CHAMBER DOWNSPOUT SYSTEM , ,
%USE 2 LENGTHS 77. T0, F1771NGS AND METER, SHALL BE COORDINATED WITH
,1 1
`,• N `, `, `, ,'� `; %,`� ; ; \` It ` 54-t� 1`� , / _ . I ; ;kk , PLACE BOTTOM OF CHAMBERS THREE (3) FEET INTO EXIS77NG I I II79.33
7HE WATER COMPANY
�` \✓C !\ I; 1 I GROUND W17H 3" DEEP- 1 114" STONE PLACED ON THE I
�- + 7a.s PCs
S PROPOSED SANITARY SEWER
XIST.'lEAdl(rALL \ \ t+ ` BOTTOM OF 7HE EN77RE LENGTH I I ,�(TYPICAL AT 7HE 4 CORNERS OF BUILDING #1 - , `4�" fI'47.62`, \ \ �1 \ 7F=79.33 LATERAL (BY GRAVITY)
1 `� SEE DETAIL ON SHEET 6) 1 F 1 O
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75.7\1 ``•` \ , I\\�\\ ' I% ` - + 78.4 Z 7 ) SNET 15261 NOTES FOR PROPOSED U77LI77ES -
77.5 II
%--�-"Z\\ I I ^fi 7'8i1 i i I v -TELEPHONE, ELECTRIC AND CABLE TV SERVICES ARE
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` %I \� I 78.5 ' II PROPOSED BUT ARE NOT SHOWN.
\%76.9
I \\ �,� (, I 70;7 '' 1I' 78•3 78.5 a -FINAI I OCA 770A! OF PROPOSED U77L_I77ES SHALL BE
,` ,` , ,` '` %`.`I t1 \\ , .� ---- ----- ' ;; ; 165' COORDINATED WITH 7HE APPROPRIATE U77LITY COMPANIES.
,
%
`St RM M I \\ I --------------
7F-DQRA465. 3 tl ( \ ' . I N 1 --� __, 79.46 -PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY LOCA77ON
76.04 ` `. fZ=4Y59 D \+i'69� - 77.4
78
AND ELEVA77ON OF EXIS77NG U77LIT7ES.
` (LOCA77bAl,``GRADE Ar, FL ` I I `�` ' /' : '' + 7 s`, V '
NOT FIELD VE'RIhED)%I I 1 I -- ip - - - � II
I r
PROPOSED BUILDING
1
HANDICAPPED PARKING SPACE -
\ I I I ►\ c''
PRESCHOOL AND 127ID MAPLE I.P.
I _�_--_INFANTS/TODDLERS >8, 7as \ 2.`C MAX. SLOPE
' I I ___ II
sa - ' ---- - ' PROPOSED 7RANSFORME`R U
BUILDING "FOOTPRINT" 12,375 SQ.FT. $
'''' " FLOOR 79.0 TO BE PLACED ON CONCRL77E PAD W �y
X ; FINISHED F FINAL LOCA77ON TO BE COORDINATED II W 'ems
WITH 7HE U77LITY COMPANY I' `00
`. `, 1 77.0 r 1 I} 79.14
74.4 r` ^. - f 1 `, i,;I--I 76.5 ; I
%`% _ I I
LOT 8 I I I + i : I I .45
'' I - / L J '' SANI TAR SEWER I
J ' 76 . y,, '�' LATERAL FL = 75.4 II MAPLE CLUMP , 12' 3'
N/F DANIEL & MARIE ONOFRIO III I I - r %F.';-' 79.0 iY 77.2 II I ;;WIPED
I I
48 COMMERCE WAY XG ! 78.8 ��- 78.5 J AREA
78.7
__________ 7s.a �' � ,-'' + 7s.3 � ; � II � HANDICAPPED PARKING SPACES SHALL BE
I I i +'N SIGNED IN ACCORDANCE WITH 77-1E STATE
III I .------- I ,
78.6 78.2 78.3 ; 78.4 78.7 78.4 78.3 N II OF CONNEC77CUT BASIC BUILDING CODE
11
77. 7 78.3 78.3 77. 7 CB ff moo-
o ,
78 7F=76.0 `rFo
STORM DRAINAGE EASEMENT 78.5 78.8 i I 69 _ __ MAPLE cgs '; r
IN FAVOR OF THE TOWN OF I I ,I I I I 6'---- --_ G'`s�"�p'
II SCHEDULE OF PROPOSED STORM DRAINAGE
SOUTH WINDSOR 75.55 I Y' I 76.5 56' + 77.4 i ^�-'
r' �' � -- _ 1
r-------------------------1 I I I v 6.0 ` ^ `, ; !7 ; ROOF LEADER FROM BUILDING #2 TO CB �j
,cw , ; 1 1 ,' �''- _ 8.0 I 55'- 870 Hi-Q 0 1.09. MINIMUM
76.49 ;ti82,� i . 1, --__ 78.3 77.4 7Z4 ;
I ( ;� ' ` 79.0 I 1.1 , W 78.41
%77.0 I I I - _ o `, 01 a.ao CB #1 (TYPE »C„)
670 PINE ; I I I I 77.0,/ i' +81.2 `, rn ,I - 01 �' �' 1� 5 ,`, GAS TF= 76.7 -
X I �' `,` I ;I r' `,, ; TYPE "C-L" CB (EXIST.) I 7s.5 PAINT MARK FL 10"0 OUT= 72.4
I` I ; TF=75.29
I
I '
II 7 1T0 B 2
77 ; FL S=65.94 + 75. I 77
I I I I i i + 80.9 `,` ` ` � 1 + 83.9 �;, I ``, , .2 CB ,#1 C ##
` ------ 770 ' T - - - 25' WIDE DRAINAGE RIGHT OF WAY 0'- 0">� Hi-Q ®1.090
Il I I I I I ` 77.2 IN FAVOR OF THE CB 2 TYPE "C-L»
I I ' 82.1 �F _-_ O -- , 7 ) )
I I 11 ^ �
s I6 2 0 �p I ' STA TE OF CONNEC77CUT TF= 76.6
I I I I ; 1 I\ I B i�2 +------- -------- ; -- -- " ------ ---- FL IN &OUT= 71.7
j C) I ---------- ----- , 36 0 R.C.P.---
II X +7s ; ` `O II I 7Z7 1� 77.2 7F=76.6 - -------------- -----� ----
' \ II _ \ I I 77 3 PROPOSED sED SAN. SEWER fa
! P IGN cB 7F 78. 03 CB #2 TO EXIST. TYPE "C-L " CB
I I 07.2 `- ,�80 ` O e0 �O V+ __ I-�--- �,7 ROOF LEADER _-_ CB 41 ----- ---- - 77.i I CLEANOUT S-� I�
- TF= 1 I 77.0 7s.4 FL=65.93 70'- 10"FI Hi-Q ®1.0%
6"0 PINEII �7.a�1 f-I I ^ `�� 78.3 _ o + 7a. I I I 1 - - -; 77.5 - - - - - CB #3 (TYPE "C-L ")
U o i ---------'' 76.9 77.3 I I I TF= 76.0
76.16 I I 78.1 78.5 - +80.s I+�o ,{ I 77.o b I FL OUT= 70.66
I I _ RIDGE f - Q Z ---------� 1 ---- -- ------ I t! ; I u� 78.4 SNET ,>l' 24
I' I Ix I l 83.3 -(� I `,` --- --- +7 .6 I I I ; y T 7
II I 1! I I ` \-8 ._? Q_ I`I `,` I I ( ENCROACHING CB #3 TO EXIST. TYPE "C-L" CB
I �`. � � 1 I 77.2 t �' t GUY WIRE �',
77.1 I t, I I I ( "� 7 + 77.9k I `4 80.t Sul I w l a i I � .' � ` ; 66'- 10" 0 Hi-Q @ 1. 0%
610 PINE I `J �J I 1
II� I I o_ I + 77.4 o I 11 HAWtHOR 77.
77.7 - & MAPLE s'y%'go 3 EXIST. TYPE "C-L " CB
� I I o
I+ 7s.b 9 N I� EXIST. 7F= 75.29
1 I 77.2 77.5 I i'�i I I ' 78.0 - �'`o �! PROPOSED TF= 76.7
I I SANITARY SEWER 77.5 + 77.3_ 77.2 _ _ _ _ _ + 78.3 77.4 9.6 77.2 , _v _ S.s, r
I LATERAL FL_ 75.0 I o _ J I ---- m FL EXIST. J670, IN &OUT= 65.94
76.8 + 76.a \ I ----- --70.0
II I I PROPOSED TRANSFORMER I 8 ; _____ I I I o z PROPOSED FL 10" SE, IN= 1.0
TO BE PLACED ON CbNCRE7E PAD_-D=_ r-- - ( I I I I I 7 .9 PROPOSED FL 10 N, IN= 71.0
FINAL LOCA71ON TO BE COORDINATED -F -- ``, `, I I 1 I +
I
I
II 9 I I I --WITH THE UTILITY COMPANY j �8., I
77D I I `' 1 i+ 6.7 ', 7s.7 I I M.S. NOTES
x - _ _ I I 77.5 ` ) 77.7 77.5 77.4 77.7 I I I 78.0 _ _ _ I SAN. MH (EXIST.)
z I I I I TF= 77.70 1. PROPOSED STORM DRAINAGE PIPES SHALL BE Hi=Q PIPE, AS
II I v i i ' 77 ° 771 T 78.5 I I + 7s.� . I 1 MANUFACTURED BY HANCOR, INC. OR APPROVED EQUIVALENT
I77.2 I I I I 35 78.5 78.5 I I FL=71.55 SAN.
.......................
... I I 1 MH
610 PINE I i I 78 �i I - ::;:: 77.9 I I �c' !S 7'70 - - - - - - - - - - -Q WITH THE APPROVAL OF THE TOWN ENGINEER.
___---�,• 11 O PROPOSED SAN. LATERAL
I I a I I - 79 RIDGE ....'.'..'.'.: ''' 79 I I I g6'
I I - .............'....... � � FL= 71.88 2. TRAP HOODS TO BE INSTALLED IN PROPOSED CATCH BASINS
®D A i i 5 I 1 SNET f/ ,fl, ,�2 AND #3 AND IN THE EXIS77NG CATCH BASIN LOCATED ON
o s N o 77. 9 '.':.'.'.'.'....'.':.'.. 1 1 125432 . • /
I z I I ------------------.'.'::.'.'.'.'::::..:.'.'.'.':;: I I 79.4 + 77.2 , y6/ THE SUBJECT PARCEL.
STORM MH I I I I I W =1 �p I I - 7----- --- I 77.4 11 p 77.71 /
I I oco "> °� a I I CONSIRUC710N - _:.; 1'.'. + 1 I h -� PROPOSED FREESTANDING BUSINESS SIGN
77 =76.30 (BENCHMARK) I I c, m I 79.4 79.2 I 1 I `L 77.88 / ; / J. FOUR -FOOT 4' DEEP SUMPS SHALL BE PROVIDED IN PROPOSED
FL 54" = 42.59 I I I I °o e i I ENTRANC PAD 7 s 1 I I �� SIGN/ ; / TO CONFORM TO APPLICABLE ZONING REGULA710NS
( )- EDGE OF LAWN
(FLs NOT VERIFED) I I I I-- "' _ I ......'.'.''' I CATCH BASINS #1 #2 AND #3.
- i�7.2 -m I + 77.8 1 I / SIGN SHALL BE LIT FROM EXTERIOR LIGHTING
76.2 - I 76.9 I 1 ,------ -- ------------- --- ---- " 77.50
I I; ---------------------------------- FROM TOP OF SIGN
10.2' I LA I I SAN. LATERAL __
7s.3 137.00' (FL NOT VERIFIED) 77.4 ;•:•:•:•:•:•:•:•:•:•: 77.7 193.60' I I r =4. SOILS IN 7HE AREA OF BUILDING #2 ARE NOT SUITABLE TO PUT
" : 78--------------------- +' _ _ --- ROOF WATER INTO THE GROUND.
I.P. 76.8 I I N 2070 00 E 330.60' (TOTAL) 1 I 1 M S _ _/
-- I75. �8 I I ; 12.0 R.C- _= =77.50
.P.
------------------------ I I 12 --- - APPROX. LOCA77ON EXIST.GGAS MAIN � G I I G - ___- ��// FL=74.40
..'.'.'.'.'.'.':.'.'.' ':.'.'.'.':::.'.'.'.'.'.' '.'.'.'.'.'.'..'.'.'. _
- �-_ - �---- _--�- I -�-....._--------- - _._ 77.80 _ 78.28
-------------------- 76.05 I I 76.50 77.11-3fi 0 R.C.P. 77ss
-----------------Yam} �------------------------------------------ R.C.P.-------------------------------- -
-I L------------------------------------------------------rt-------- - CB1F i7:80
CB 7F= 74.98 rf 74.98 -
' '� I I --- -- ----11 15" FL'1N;-69.80
36" FL 1N=64.f0 I I -,_--'' Q) I 77.99 ,_------------- ----78- - FE-OUT=6)tj5
+ 76.22 W I + 76.60 I COMMERCE WA Y + 77.44 + -" + 78.08 � I I 36" FL IN=65.35 / GRAPHIC S C ALE
I I
I I
1070 SANITARY SEWER -•- I I 76.16 �' j j "�11 12" FL !N-=72.75 79•041 SAN. MH 20 o to 20 40 80
----S-----_LA-----S----Q---------S---------I-I-------S-----------------S--------------------�I+--------S--------($� 7F=79.04
SAN. MH :� II W/ WG FL=71.94
I I I� - PROPOSED DOMESTIC AND FIRE SERVICE
I I TF=76.16 I I ,/ WATER LATERALS - I 1 W 78.76
80 WATER MAIN I I FL=72.51 I I' I I
W I W I I W W W W -1 W
75.16 CB 7F=77.48 WG
78.42
INSTALL MONITORING MANHOLE
I + I 7F=770f (MATCH EXIST. GRADE) PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL EXCAVATE
FL=74,2 TO DETERMINE LOCA77ON AND ELEVA77ON OF EXIS77NG SANITARY
PRIOR TO INSTALLA71ON, CONTRACTOR SHALL VERIFY LOCA77ON SEWER LATERAL. IF LATERAL IS TOO SHALLOW TO SERVE THE
OF GAS AND OTHER POSSIBLE U77L177ES. LOCA77ON OF MANHOLE PROPOSED MANHOLE, BY GRAVITY, 7HEN 7HE EXIS77NG LATERAL
MAY HAVE TO BE ADJUSTED BASED ON LOCA770M OF EXIS77NG WILL HAVE TO BE RE -INSTALLED AT A LOWER ELEVA770N.
i i m mr-q
( IN FEET )
1 inch = 20 ft.
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♦��t o� M . A L F�� � •:
No. 9344
•��i� SS ONAL E: d♦♦♦
No. 9344
C� =; /CENSe: ♦♦'
•♦��4 O S U it"" ►♦♦♦�
TO THE BEST OF MY
VAI„IAn rnnr AA,n MM 1rr
I\N%JVVLr_UVC MNU Dr-Llr-r
THIS MAP IS SUBSTANTIALLY
CORRECTIN ACCORDANCE
WITH CLASS A-2 AS DEFINED
BY C.A.L.S.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
1 f iiTi7i
CML ENGINEERS
W11DWR CON ECTICIR
•
WILSON M. ALFORD,JR.,P.E.d L.S.
DATE: DECEMBER 15, 1999
SCALE: 1 IN. = 20 FT.
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30F6
HYDRANT P: S99169 D: S99169WS FOLDER: KIDCO FILE: SCELZA-KIDCO
78.80 (GRADING)
Y
VLV LI\.1\IVVV 1 ILL. JVLLLl11\IVVV
(PLANTS)
NO TES--
1. AREA OF SUBJECT PARCEL = 136,117 SQ.FT. = 3.125 ACRES
2. PARCEL IS ZONED "I" INDUSTRIAL.
3. SUBJECT PARCEL IS SHOWN AS "PARCEL B" AND "LOT 9" ON PLAN ENTITLED -
'PLOT PLAN JOHN FITCH INDUSTRIAL CENTRE SULLIVAN AVENUE
SOUTH WINDSOR, CONN. LUCEK ENGINEERING ASSOC. INC. SCALE 1 "=40'
DATE 11-11-85 REVISION DATES TO 4-9-86 SHEET 2 OF 6"
THERE HAS BEEN TWO "TAKINGS" BY THE STATE OF CONNECTICUT ALONG
SULLIVAN AVENUE.
THE FIRST IS REFERRED TO AS "PARCEL B" IN STATUTORY FORM WARRANTY
DEED VOLUME 574 PAGE 144 AND IS SHOWN ON A PLAN ENTITLED -
"PROPERTY TO BE CONVEYED BY JFI ASSOCIATES, INC. TO STATE OF
CONNECTICUT SULLIVAN AVENUE CONN. RTE. 194 SOUTH WINDSOR,
CONNECTICUT SCALE 1 "=40' MARCH 9, 1989 PREPARED BY LUZZI ENGINEERING
& SURVEYING 412 WEST AVON ROAD AVON, CONNECTICUT"
THE SECOND TAKING IS DESCRIBED IN WARRANTY DEED STATUTORY FORM
VOLUME 809 PAGE 18 AND IS SHOWN ON A PLAN ENTITLED -
"TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM JFI ASSOCIATES,
INC. BY THE STATE OF CONNECTICUT TRAFFIC OPERATIONAL IMPROVEMENT AT
U.S. ROUTE 5 & CONN. ROUTE 194 (SULLIVAN AVENUE) INTERSECTION SCALE
1 "=40' October 1993 JAMES F. BYRNES, JR. - TRANSPORTATION CHIEF ENGINEER
BUREAU OF ENGINEERING AND HIGHWAY OPERATIONS" TOWN NO. 132, PROJECT
NO. 132-116, SERIAL NO. 3 SHEET 1 OF 1, REVISED 3-30-94"
4. EXISTING TOPOGRAPHY HAS BEEN FIELD VERIFIED BY ALFORD ASSOCIATES, INC.
AND IS BASED ON METROPOLITAN DISTRICT CONTROL DATUM.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION AND
ELEVATION OF EXISTING UTILITIES IN COMMERCE WAY.
5. THERE ARE NO WETLANDS ON THE SUBJECT PARCEL AS SHOWN ON A PLAN
ENTITLED -
"OFFICIAL INLAND WETLANDS AND WATERCOURSES MAP TOWN OF SOUTH WINDSOR
HARTFORD COUNTY, CONNECTICUT 1984", SCALE 1 "=80'
6. NO ZONING VIOLATIONS, WITH RESPECT TO LOCATION OF PROPOSED BUILDINGS,
IF ERECTED AS SHOWN.
7. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS OF THE TOWN OF
SOUTH WINDSOR.
8. UNSPECIFIED CONSTRUCTION SHALL BE IN CONFORMANCE WITH "THE STATE OF
CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION", FORM 814A OR LATEST EDITION,
AND TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS,
TOWN OF SOUTH WINDSOR ZONING REGULATIONS, AND CONNECTICUT LANDSCAPE
CONTRACTORS ASSOCIATION'S "STANDARD SPECIFICATIONS FOR PLANTING
TREES, SHRUBS, VINES ETC.".
9. NOTIFY TOWN ENGINEER PRIOR TO ANY CONSTRUCTION.
10. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND.
11. FINAL LOCATION OF UTILITIES SERVING PROPOSED BUILDING SHALL BE DETERMINED
BY THE APPROPRIATE UTILITY COMPANIES.
12. MATERIAL THICKNESSES SPECIFIED ARE COMPACTED THICKNESSES.
13. PROPOSED CURBING SHALL BE 6" HIGH BITUMINOUS CONCRETE BERMS,.
14. PROPOSED PAVEMENT SHALL MAKE A SMOOTH TRANSITION WITH
EXISTING PAVEMENT.
15. ROUND TOPS AND TOES OF ALL PAVED AND PLANTED SLOPES.
16. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS. ANY DISCREPANCIES SHALL
BE REPORTED TO THE DESIGN ENGINEER PRIOR TO CONSTRUCTION.
17. PROPOSED PLANTING BEDS SHALL BE EXCAVATED TO A DEPTH OF 12"
AND FILLED WITH A MIXTURE OF 80% TOPSOIL AND 20% PEAT MOSS.
ALL PLANTING BEDS SHALL BE MULCHED WITH 4" OF WOOD CHIPS OR
PINE BARK MULCH.
18. ADJUSTMENTS IN THE LOCATION AND/OR NUMBER OF PROPOSED PLANTS
MAY BE NECESSARY DUE TO FIELD CONDITIONS. SUCH ADJUSTMENTS
SHALL BE APPROVED BY THE DESIGN ENGINEER AND THE TOWN PLANNER.
19. SUBSTITUTION OF SPECIES IN THE PLANT SCHEDULE MAY BE MADE
WITH THE APPROVAL OF THE DESIGN ENGINEER AND THE TOWN PLANNER.
20. PROPOSED LOCATION AND NUMBER OF LIGHT FIXTURES MAY HAVE TO BE
ADJUSTED BASED ON ACTUAL FIXTURE CHOSEN.
PROPOSED LIGHTS SHALL BE SHIELDED TO CONFINE ILLUMINATION TO THE
SUBJECT SITE.
21. PARKING SPACES SHALL BE DELINEATED WITH 4" WIDE STRIPES OF WHITE
TRAFFIC PAINT.
22. HANDICAPPED PARKING SPACES SHALL BE SIGNED IN ACCORDANCE WITH THE
STATE OF CONNECTICUT BASIC BUILDING CODE.
23. ALL SIGNS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS.
24. MAINTAIN DUST CONTROL BY USE OF CALCIUM CHLORIDE AND/OR WATER AT
ALL TIMES DURING CONSTRUCTION.
25. THE SUBJECT PARCEL IS OUTSIDE OF THE 100-YEAR FLOOD BOUNDARY AS SHOWN
ON A PLAN ENTITLE - "NATIONAL FLOOD INSURANCE PROGRAM, FLOODWAY FLOOD
BOUNDARY AND FLOODWAY MAP, TOWN OF SOUTH WINDSOR, CONNECTICUT, HARTFORD
COUNTY, PANEL 6 OF 9, COMMUNITY -PANEL NUMBER 090036 0006 B, EFFECTIVE DATE:
MAY 1, 1980, U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL
INSURANCE ADMINISTRATION".
26. MAXIMUM CUT OR FILL SLOPE IS 3: 1.
27. ALL UNSUITABLE MATERIAL DISCOVERED DURING CONSTRUCTION SHALL BE REMOVED
IN A SUITABLE MANNER.
28. UNDERGROUND STORAGE TANKS ARE NOT PERMITTED ON THE SITE.
EROSION AND
SEDIMEN TA TION CONTROL NARRATIVE-
1. THE SITE IS A 3.125 ACRE PARCEL LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION
OF SULLIVAN AVENUE AND COMMERCE WAY, IN SOUTH WINDSOR, CONNECTICUT. APPROXIMATELY
HALF OF THE PARCEL, ADJACENT TO SULLIVAN AVENUE, IS AN OPEN FIELD. THE OTHER HALF
HAS SCRUBBY GROWTH ADJACENT TO COMMERCE WAY AND MATURE TREES LOCATED TOWARDS
THE REAR. THE ARE NO WETLANDS LOCATED ON THE PARCEL.
2. THE PROPOSAL IS FOR A DAY CARE FACILITY FOR CHILDREN.
J. THE MAJOR CONSTRUCTION ACTA477ES WILL CONSIST OF TWO BUILDINGS, TOTALING APPROXIMATELY
18,500 SQUARE FEET. OTHER CONSTRUCTION AC77Vl77ES INCLUDE DRIVES, PARKING AREAS,
FENCED PLAY AREAS, STORM DRAINAGE AND ASSOCIATED U77LI77ES NECESSARY FOR THE FACILITY.
4. CONSTRUCTION WILL BE DONE /N TWO PHASES. THE FIRST PHASE WILL INCLUDE BUILDING #1 AND
ALL OF THE PAVEMENT AREAS THE SECOND PHASE WILL BE THE CONSTRUCTION OF BUILDING #2.
5. THE AN77CIPATED START OF CONSTRUC77ON OF PHASE 1 WILL BE IN THE SPRING OF 2000, WITH
FINAL COMPLETION WITHIN APPROXIMATELY 6 MONTHS PHASE 2 WILL COMMENCE BASED UPON NEED.
6. SEQUENCE OF CONSTRUCTION FOR PHASE 1 -
A. INSTALL CONSTRUCTION ENTRANCE PAD.
B. INSTALL FILTER FENCE ALONG AREAS SHOWN ON PLAN.
C. STUMP AND REMOVE UNSUITABLE MATERIAL TO OFF -SITE.
D. STRIP TOPSOIL. THIS MATERIAL IS TO BE STOCKPILED AND EXCESS REMOVED FROM THE S17E
E. INSPECT FILTER FENCES AND/OR MAINTAIN TO INSURE FILTER FENCES ARE IN PROPER
WORKING CONDl7TON.
F. INSTALL TEMPORARY EROSION CON7ROL MEASURES FOR STOCKPILED MATERIAL. USE FILTER
FENCE AROUND PILES, NET77NG TO COVER PILES, AND/OR TEMPORARY VEGETA7ON IF PILES
ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF 77ME
G. CONSTRUCT BUILDING #1.
H. BOX OUT DRIVES AND PARKING.
1. PERFORM 07HER ON -SITE C0NS77?UCT7ON.
J. INSTALL PLANT MATERIAL. LOAM AND SEED FOR PERMANENT COVER. IF PERMANENT COVER
IS NOT DESIRABLE AT THE 77ME OF SEEDING, USE TEMPORARY SEEDING COVER PER VEGETA77VE
COVER SCHEDULE.
K. THE CON7RACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF EROSION
CONTROL MEASURES DURING CONSTRUCTION.
L. THE OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF STORM DRAINAGE AND PLANTED
AREAS AFTER CONSTRUCTION.
SEQUENCE OF CONSTRUCTION FOR PHASE 2 A. INSTALL FILTER FENCE ALONG AREAS TO BE DISTURBED.
REMOVE U E. B. STUMP AND REM UNSUITABLE MATERIAL TO OFF-SIT
C. S77?/P TOPSOIL. THIS MATERIAL IS TO BE STOCKPILED AND EXCESS REMOVED FROM THE Sl7F
D. IIVSPECT FILIGR FENCES AIVD1VR MAIIY%i%%V V INSURE FILTER FEIV^iE5 ARE IIV PROPER
WORKING CONDI TION.
E. INSTALL TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL. USE FILTER
FENCE AROUND PILES, NET77NG TO COVER PILES, AND/OR TEMPORARY VEGETA7ON IF PILES
ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME.
F. CONSTRUCT BUILDING #2.
G. INSTALL PLANT MATERIAL. LOAM AND SEED FOR PERMANENT COVER. IF PERMANENT COVER
IS NOT DESIRABLE AT THE TIME OF SEEDING, USE TEMPORARY SEEDING COVER PER VEGETA77VE
COVER SCHEDULE.
H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF EROSION
CONTROL MEASURES DURING CONSTRUCTION.
I. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF PLANTED AREAS AFTER
CONSTRUCTION.
GENERAL NOTES -
1. LAND DISTURBANCE TO BE KEPT TO A MINIMUM.
2. GRADED AREAS TO BE LOAMED AND SEEDED AS SOON AS POSSIBLE AFTER CONS77?UC77ON WORK
IS COMPLETED.
J. SEDIMENT REMOVED FROM CON7ROL S7RUCTURES SHALL BE DISPOSED OF IN A MANNER WHICH
IS CONSISTENT WITH 77-IE INTENT OF THIS PLAN.
4. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSIDERED AS MINIMUM REQUIREMENTS
ADDITIONAL MEASURES MAY BE REQUIRED AT DIRECT70N OF THE TOWN STAFF.
5. ONCE VEGETATON IS ESTABLISHED AND SITE IS STABILIZED, FILTER FENCE SHALL BE REMOVED.
STORM DRAINAGE MAINTENANCE SCHEDULE -
MAINTENANCE OF THE ON -SITE STORM DRAINAGE SYSTEM IS THE RESPONSIBILITY OF THE OWNER
OF THE PROPERTY.
MAINTENANCE SCHEDULE. • TO BE PERFORMED YEARLY
- IN 77-IE SPRING, AFTER THE SNOWFALL, THE PARKING LOT SHALL BE SWEPT OF SAND AND
DEBRIS
- CATCH BASIN SUMPS TO BE CLEANED.
- ACCUMULATED SAND, DIRT AND DEBRIS SHALL BE DISPOSED OF OFF -SITE IN A PROPER MANNER.
- ALL STORM DRAINAGE STRUCTURES AND LINES SHALL BE KEPT IN PROPER WORKING CONDI770N.
VEGEETA TI VE COVER SCHEDULE -
ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH
4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL
WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST.
PERMANENT VEGETATIVE COVER:
SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15
LAWN AREAS:
USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER:
KENTUCKY BLUEGRASS 45%
CREEPING RED FESCUE 45%
PERENNIAL RYEGRASS 10%
APPLY 1-3 LBS./1000 S.F.
SLOPES:
USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER:
('RFFPING RFD FFS('UF 46.6%
REDTOP 4.8%
TALL FESCUE 47.6%
APPLY 1.1 LBS./1000 S.F.
OR
NE US WILDFLOWER SEED MIXTURE 50.0%
CHEWING FESCUE 25.0%
SHEEP FESCUE 25.0%
Annl v A-r r_ 1 nc� /Annr
lArrL T /A I 0 LD3./ /-xumC
TEMPORARY VEGETATIVE COVER:
SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1
TO OCTOBER 15
USE THE FOLLOWING SEED OR EQUAL AS APPROVED
BY DESIGN
ENGINEER -
ANNUAL RYEGRASS 100%
APPLY 1 LB./1000 S.F.
IF FINAL GRADING IS FINISHED TOO LATE IN THE SEASON
FOR
ESTABLISHMENT OF VEGETATIVE COVER, AREAS DISTURBED
TO BE ROUGH
GRADED, COVERED WITH HAY MULCH, THEN TENT CLOTH PLACED ON TOP OF
HAY. TENT CLOTH TO HAVE A MINIMUM OF 12" OVERLAP
AT SEAMS.
STAKE ALL CORNERS AND AT INTERVALS OF 10' IN EACH
DIRECTION.
CONSTRUCTION ENTRANCE PAD NOT TO SCALE
GOMMER(C E WAY
PL��N 4" MINIMUM CONN.
/ DOT 2" STONE
00 0= oaFILTER FABRIC
IDTH AS SPECIFIED
ON PLAN
SECTION
NOTES:
L. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE 15 TO REDUCE
THE TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT.
2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE
ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER
UNDE-51RABLE MATERIAL.
5. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION HHGGH HILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT.
THI5 HILL REGRUIRE PERIODIC TOP DRE551N6 HITH ADITIONAL STONE
OR ADDITIONAL LENGTH AS CONDITIONS DEMAND.
FILTER FABRIC FENCE NOT TO SCALE
SEDIMENT CONTROL SYSTEM
PLAN SECTION
1. 1
V
FILTER FABRIC ENVELOPE NOT TO SCALE
DOUBLE THICKNESS
�ILIGR FAoRIC LN YLLDPL
CATCH BASIN ��1�FILTER FABRIC
HELD IN TRENCH
WITH BACKFIH
V TYPE CATCH BASIN
CKNESS
RIC ENVELOPE
'CC TYPE CATCH BASIN
PLANTING DETAIL_
NOT TO SCALE
FLAN I INU NU I E
PLACE TOPSOIL MIXTURE IN BOTTOM OF HOLE AND
SATURATE. AFTER PLACING PLANT, WORK TOPSOIL
MIXTURE CAREFULLY AROUND ROOT BALL AND
THEN SATURATE. WHEN HOLE IS ONE HALF FULL
OF MIXTURE, SATURATE AGAIN. FILL HOLE
COMPLETELY WITH TOPSOIL MIXTURE AND
SATURATE AGAIN.
4'-b" TALL HOODEN STAKE
FILTER FABRIC
NAIL OR 5TAPLE TO STAKE
IF NOT PRE-A55EMBLED
DIG TRENCH 6" MIN. DEEP,
LAY IN FABRIC d BAGKFILL
FLOH
TREE$ WITH A DIAMETER LESS THAN
2 1/2" CAL. SHALL BE STAKED WITH 2
EQUALLY SPACED STAKES AROUND
THE TREE
STAKES SHALL BE UNIFORM IN HEIGHT
AND FASTENED TO EACH TREE
AT ABOUT 5 BY MEANS OF TWO
STRANDS OF TWISTED 410 GUAGE
IRON WIRE. ------
REMOVE BURLAP FROM TOP 1/3 OF BALL -,
�n
� FINISHED GRADE ` 3"
FSEE PLAN-TTIN-1
G VG "NOTES)
( NOTES}
SELECTIVELY I '�
bF NE nFAnHAmpS
t51'ENfG i#RANCHE5 TL)PSOIL AND MANURE iV 6
cV
1 ,Z" 2
SHRUB PLANTING DETAIL
LOCH TION PLAN -
SCALE. 1 INCH = 1600 FEET
0
J�Yl. TREES WITH A DIAMETER dF 2 1 /9 CA1 _
AND GREATER SHALL 8E GUYED WITH 3
�Y EQUALLY SPACED WIRE AROUND
THE TREE
RUBBER HOSE
BURLAP OR WATERPROOF
WRAPPING MATERIAL TO
SECOND BRANCHING.
TOPSOIL AND MANURE L i
r�r•v, r•�•. y
TREE PLARtING DETAIL
CROWN SET 2" BELOW THAT OF
NURSERY SETTING.
18" WOODEN STAKE -- PAINT
OR FLAG TOP.
i - FINISHED GRADE
Awl
APPLICANT AND
CONTACT PERSON
K/DCO
C/O MR. JACK SCELZA, JR.
2191 BERLIN TURNPIKE
NEWINGTON, CONNECTICUT 06111
TEL. # (860) 667-7191
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No. 9344
�•. l.� .� /CENSS�•'•o ode
ID I S U R �►i►►�
TO THE BEST OF MY
KVNDNYVLEDGE ABELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT IN ACCORDANCE
WITH CLASS - AS DEFINED
BY C.A.L.S.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
CML ENGINEERS
W%DSOR CONNECT0ff
s
WILSDN M. ALr DR"u,JR.,"r.E.Q L.S.
DATE: DECEMBER 15, 1999
SCALE: 1
IN.
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Sheet
SOF6
P: S99169 D: S99169KY FOLDER: KIDCO FILE: SCELZA-KIDCO
S. WINDSOR
TYPE rC' CA TCH BASIN NOT TO SCALE
FRONT ELEVATION
2—#4X4'-0'
TOP OF FRAME
)T COtX1,1 E UNIT
T FRAME ELEVATION
"ONC. BLOCKS OR
3, 6" TO 12"
4LL JOINTS TO BE
'OINTED FLUSH
k FULL
iT CONCRETE OR
TE MASONRY UNITS
?ED CONCRETE OR
CAST SLUMP OR SL
EQUAL) 3500 PSI
6" OF 3/4" CRUSH
STONE
1. MINIMUM COVER OVE
SHALL BE 2'-0".
2. WALL THICKNESS SHALL BE SIDE ELEVATION
SUFFICIENT TO MEET HS 20 LOADING.
3. WALL THICKNESS FOR STRUCTURES
OVER 10' HIGH IS 12" FOR CONCRETE
R1 nrK I INITS, INSIDE DItv1ENS1(1NS
REMAIN THE SAME.
4. ALL PIPES SHALL BE CUT FLUSH WITH
INSIDE WALLS.
5. ALL BRICKS SHALL BE CONCRETE.
7»
TYPE `C— L ' CATCH BASIN —
NOT TO SCALE
2 7, „ 1, _ 61„
,. I
2' -1 8
, PRE CAST CONCRETE UNIT
/ADJUST FRAME ELEVATION
WITH CONC. BLOCKS OR
BRICKS, 6" TO 12" ^�
��POINTED
ALL JOINTS TO BE
FLUSH & FULL
PRE CAST CONCRETE OR
CONCRETE MASONRY UNITS
:r PRE CAST SUMP OR
SLAB OR EQUAL) 3500 PSI
Q )
A.
.4 .. . ,
6" OF 3/4" CRUSHED
8' 4' 8' S
FRONT ELEVATION
HANDICAP
SIGN
NOT TO SCALE
HANDICAPPED
1,NG P%ARKI
V
STATE PERMIT
REQUIRED
Wn—L BE
FINED
NOTES:
1. MINIMUM COVER OVER TOP OF PIPE
SHALL BE 2'-0".
2. WALL THICKNESS SHALL BE
SUFFICIENT TO MEET HS 20 LOADING.
3. WALL THICKNESS FOR STRUCTURES
OVER 10' HIGH IS 12" FOR CONCRETE
BLOCK UNITS. INSIDE DIMENSIONS
REMAIN THE SAME.
4. ALL PIPES SHALL BE CUT FLUSH WITH
INSIDE WALLS.
5. ALL BRICKS SHALL BE CONCRETE
STANDARD SIGN
BLUE BACKGROUND
Wl TH WHITE SYMBOL
AND LETTERING
o (n
Z POST
FINISHED GRADE
N
BACKFILL
12" SQUARE
CONCRETE BASE
3„ 116»
116 1016 1016' 0— 01-
,31R
..
d
;, :...
8' 3' 8'
4'-4"
SIDE ELEVATION
8'
(MASONRY
UNITS)
STORM DRAIN TRENCH DETAIL NOT TO SCALE
DEPTH TO INVERT
VARIES
PROPOSED GRADE
PAVEMENT SECTION OR
LANDSCAPING (SEE PLANS)
WARNING TAPE - MIN. 12'
MAX. 24' ABOVE PIPE
APPROVED BACKFILL PLACED AND
COMPACTED IN 12' LAYERS
(❑R AS OTHERWISE APPROVED)
NO STONE LARGER THAN 3'
SAND BEDDING PLACED AND
_COMPACTED IN 6' LAYERS
NO STONE LARGER THAN 1-1/2'.
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,❑,T. M,02.1
FOR 3/4' STONE.
BACKFILL TO SPRINGLINE OF PIPE
WITH 3/4' STONE WHEN USING
P❑LYTHYLENE OR CPP PIPE
TEMP ORAR Y PA VEMEN T PA TCHING DETAIL NOT TO SCALE
I TRENCH I
WIDTH
VARIES
S
EE
TYPICAL
TRENCH
SECTION
SE.�TIfIN
CUT AND SEAL JOINT WITH TACK COAT M 04.01
2' (COMPACTED) CLASS 2 BITUMINOUS
CONCRETE SURFACE COURSE (OR
MATCH EXISTING, IF GREATER) M 04
7' (COMPACTED) PROCESSED TRAPROCK
BASE. M.05.01
6' (COMPACTED) PROCESSED GRAVEL
SUBASE OVER COMPACTED SUBGRADE
(TRENCH BACK FILL) M.02- GRADE, B
(OR PROCESSED TRAPROCK)
APPROVED BACK FILL PLACED
AND COMPACTED IN 12' LAYERS
(OR AS OTHERWISE APPROVED)
NO STONE LARGER THAN 3'
NOTES
1. ALL SAW CUT AND SEALED JOINTS TO
BE EITHER PARALLEL WITH, OR PERPEN-
DICULAR TO, THE CENTERLINE OF
THE PIPE.
2. ALL MATERIALS ARE TO MEET
FORM 814A, AS AMENDED
BITUMINOUS CONCRETE LIP CURB SEC TION
NOT TO SCALE
8»
I
TYPE ''KZ'v BIT, CURB
NOTES,
1. TACK COAT TO BE APPLIED
PRIOR TO CURB PLACEMENT AS
REQUIRED BY TOWN,
COATING TO BE APPLIED PER
M 04,01.1d4. FORM 814 A
4' TOPS❑IL & SEED
BASE
BITUMINOUS CONCRETE PA VEMEN T
NOT TO SCALE
1 1/4" BIT. GONG. WEARING COURSE
1 1/2" BIT. GONG. BINDER COURSE
6" PROCESSED STONE
6" BANK RUN &RAVEL
ON GOM`rAG I cv 5 T ABLE eVB-BASE
DUMPSTER PAD DETAIL
NOT TO SCALE
iiv T E GI cAL CONCRE I E CURB
NOT TO SCALE
I/4" DUMt�(f JOINT
4000 P.5.1. CONCRETE o
v
NO. 6 FZEBAR CONTINUOUS
FINISHED 6RADE
6"X61110/10 W.W.M.
PROCESSED AGGREGATE
GOMPAGTED SUB -BASE
DOWNSPOUT DRAINAGE SYSTEM DETAIL
NOT TO SCALE
Adapters, Y overflow, fittings
and 4' pipe for connection
to INFILTRATOR`9 chambers
are to be supplied locally
per plans or code.
High Capacity INFILTRATOR®
chamber and end plate.
-- - _ 75" —
UTAM WArrAMY
tu) Tt,e Ftn1GN(Y FL1eDeN of eocrt M1FlTRATOR• idle. When rnttnFod h occa-
d•xlce WriRlandocAxerthtM,cKoro.kvronm�edfoe+e wgh+ofpurchc•er
opoYat defecike mo}edo• and uvrkTrnrrJvp b one yerr txm hde Rt
n rmRccue ShoL(daddeGopPea WMYHMevmm�YtypMOd.prcl5nler
1 r¢om, fw otor Syu•rol at(. a a trr d"er wIr•Y "IW (15) O]YL
inIItrort Sfct•nx w• ugV?/ c lepbc•m•nt" k*,I0" S,.t• a WbOry
W'C6C< j •"ONrIN TB 4061 of I6Tn0Y010ndiv •g10EQl 1 of IIW uNh.
(b) WE 1YARRMl1Y IN WWA.RAGRAPII (c) IS EXC USSIVL- DERE ARE NO OILER
WARRANTIES WITH RESPECT To DIE UNITS. 04CLWWJG NO WARRANT*$ OF
MERCRWAIN(IY OROF F41tdS$ FORA PAREICULARPURPOSE.THE W kWAN-
TYDOES NOT EVENDIO 94CJD£N)AL,COWEOLIENNu.WMIkLOR riOYKCT
DAMAGES. IIIE COMPANY SKALL NOl BE LIABLE FOR PENALTIES ORLfOLYDAI-
FD DA)MGf3. YJf:IIIDING lOSS OF MtODUCTK)N ANO f�FrtS.lA80R AJtp
MATFRWS OVEI6EAD COSTS. OR OT" R I= OR EMNSE 114:tMED /Y
BUYER. SPEOFICALLY EXCLUDED FKAA WARRANTY COVERAGE ARE W.N.
AGE TO THE UNTS DUE TO ORD"AM WEAR AND TEAR. ALTMUGH. ACCI-
DENT .MaM.ABV EORNE.iLEC1 OF TI1E LW,..: TF EUNRS IERtG SLgK-CIEDTO
S1RE. S GREAIFR 1 WW THDSE PRESCMED IN h£ I SMALLATPON WRUC-
TKXr,. T)+E PLAC MEN1 BY BUYER OF PAPROPER MATERIALS INTO BUYERS
SVS'IEK OR AM OTHER INTNR N07 CAUSED BYTHE COMPANY.
RJRMERt FORE. IN to EVENTSHALLTHE COMPANV BE RESPOMBLE FORANY
tO%OR DMFAGE To ME BUYER. TK UNRS OR ANY 1HR0 PARTY F&SULRNG
FROM tIS INSIAAIATTON ORSI"ENI BLNERSILALLBESCLELV2Lt-Ct4VLE
FOR iNMRrx DU11 IP 41ALI ArICN (Y DIF SYSTEM 1S c,OAEPLEIED N ACCOR-
DANCE WTH ALL APPMABlE IAYIS. CODES. RLUS AND PEGULATFONS.
(c) NO REPRESENTAUVE Of THE COMPANYRM THE AUII+oRIWTOCHANGE IHS
WAPMWN IN ANY MANNER %MiATSOEVER. OR TO DY(TEND T114 WARRANTY.
t,'CT WA4P" V APKIES IO AtTY PARTY OTHER MAN 1OI71E OW.INAL BUYER
If you have special problems or questions call
Infiltrator Systems Inc. or your local distributor.
R I a &IN ols
INC-
_ROOF AREA (FT) X 1 INCH _0
VOLUME (FTC
NO. OF DOWNSPOUTS 12
VOLUME (FT) NO. OF INFILTRATOR®UNRS
16.3 FP/ INFILTRATORS REQUIRED PER DOWNSPOUT
Where local regulations do not apply, Infiltrator Systems Inc.
recommends to design downspout drains on the first inch
of rain per storm event. An overflow should be provided to
handle storm intensities greater than one Inch.
NOTE: Depending on soil conditions, actual storage vol-
umes may be greater due to exflltratlon during the storm
event.
Distributed by
OPAT.
US. 4,739,661. 5,017,OANDS,156,488 Canadian and other patents pending 0,1594 Infiltrator Syslerns Inc. DSD 0444
TRAP HOOD INSTALLATION
NOT TO SCALE
APPLICANT AND
CONTACT PERSON
KIDCO
CIO MR. JACK SCELZA, JR.
2191 BERLIN TURNPIKE
NEW/NGTON, CONNEC77CUT 06111
TEL. # (860) 667-7191
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'Id of CON►y�..e
No. 9344 ♦♦``
♦♦.�•.� row-�Y`o7�t �`
C_
No. 9344 ♦`
+e < :� �CENSE�••' off' 0Q0
e••• • lei/!II D% �'�'6
TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT IN ACCORDANCE
WITH CLASS - AS DEFINED
BY C.A.L.S.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
!If�ili7i
CML ENGINEERS
WFIA)Sfi, CONNECTKCIJ
•
WILSON M. ALFORD,JR.,P.E.& L.S.
DATE: DECEMBER 15, 1999
SCALE: 1 IN. _ - FT.
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60F6
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P. 599169 D: S99169KY FOLDER: KIDCO FILE: SCELZA-KIDCO
S.WINDSOR
LAUNDRY
STORAGE
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OFFICE
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1 /811 = 11-011
WEST ELEVATION
5 11 , 11
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