HomeMy WebLinkAbout02-35P_SATELLITE TOOL COMPANY_COMMERCE WAYI
�LLITE TOOL CN
LIST OF DRAWINGS:
C-1 00 SITE LOCATION & KEY MAP
C-1 01 SITE GRADING & UTILITY PLAN
C-1 02 SITE LANDSCAPE PLAN
C-1 03 SITE PLAN DETAILS
A-200 EXTERIOR ELEVATIONS
r- SOUTHflNt)S0'R
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179 COMMERCE WAY
SOUTH WINDSOR ICONNECTICUT
PD S Engineering & Construetion- Try e.-
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107 Old Windsor Road — Bloomfield, Connecticut
Telephone: (860) 242-8586 FAX 242-8587
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LOCATION MAP
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ZONING DATA TABLE
ZONE : I (INDUSRIAL)
REQUIRED
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KEY MAP
1 "=100,
PROVIDED
LOT AREA
20,000 SF
36,989 SF
LOT WIDTH
100 FT.
100.02 FT.
LOT DEPTH
150 FT.
300.42 FT.
FRONT YARD
35 FT.
104.56 FT.
SIDE YARD
10 FT.
11.00 FT.
REAR YARD
25 FT.
73.50 FT.
MAX.BUILDING COVER
50%
27%
IMPERVIOUS COVER
65%
65%
*** THERE ARE NO
WETLANDS ON PARCEL
***
REQUIRED PARKING CALCULATION :
OFFICE = 1500
SF /1000 (4.5) =
7
MANUFACTURING =
8507 SF / 700 =
12
TOTAL REQUIRED =
19
( 1 HANDICAP)
TOTAL PROVIDED =
12
( 1 HANDICAP)
TOTAL FUTURE
= 7
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PROPOSED BUILDING
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7-24—D2 TOWN STAFF COMMENTS
8-22—�2 FINAL APPROVAL
15
499.88
PDS ENGINEERING &
1 Aft011^"rr%I IPATIA\■ 11L10%
14 0 9s' i1VIVZ) 1 MULO 1 Iuml IIVV.
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107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
4 p 0 - FAX (860) 242-8587
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SITE ENGINEERING
F'US ENVINLLKING & UUNS I KUU I IUN
0 107 DLD WINDSOR ROAD
0- BLOOM FIELD,CONNECTICUT 06002
2g2'S 860-242-8586
p SURVEYOR:
713 NERIA,NI SURVEYING
35 OLD FARMS ROAD
' AVON , CONNECTICUT 06001
860-677-7732
OWNER :
JAN (k ELIZABETH LUKASIK
12 R DBINS WOOD WAY
SOUT-I WINDSOR,CONNECTICUT 06074
860-290-8558
860-290-8568 (FAX)
ABUTTING PROPERTY OWNER WITHIN 500 FT. OF SITE
LOT NUMBER_
OWNER
MAILING ADDRESS VOLUME/PAGE NUMBER
MAP NUMBER
LOT #1
CULBRO SHEPARD ASSOCIATES
204 WEST NEWBERRY ROAD
538 / 199
MAP #122
BLOOMFIELD, CONNECTICUT 06002
LOT #3
JEAN T. HILL
136 RYE STREET
431 / 266
MAP #122
SOUTH WINDSOR ,CT.06074
LOT #14
D&L CARON LLC.
359 BURNHAM STREET
961 / 291
MAP #122
EAST HARTFORD,CONNECTICUT 06108
LOT #15
STATE OF CONNECTICUT
87 RYE STREET
625 / 469
MAP #122
SOUTH WINDSOR,CONNECTICUT 06074
LOT #16 ,17 &.18
MT FORD INDUSTRIES LLC.
P.O. BOX 871
1077 / 276
MAP #121
SOUTH WINDSOR,CONNECTICUT 06074
LOT #19 & 20
GOLTECH LLC.
154 COMMERCE WAY
1258 / 260
MAP #121
SOUTH WINDSOR,CONNECTICUT 06074
LOT #21 & 22
J&M GRINDING INC.
140 COMMERCE WAY
1149 / 90
MAP #121
SOUTH WINDSOR,CONNECTICUT 06074
LOT #28,29 & 30
B&W ASSOCIATES LLC
145 COMMERCE WAY
883 / 236
MAP #121
SOUTH WINDSOR,CONNECTICUT 06074
LOT #31
REAL GROUP LLC.
810 PROSPECT HILL ROAD
939 / 122
MAP #121
WINDSOR, CONNECTICUT 06095
LOT #32 & 33
JAN & ELIZABETH LUKASIK
12 ROBINS WOOD WAY
1024 / 268
MAP #121
SOUTH WINDSOR, CONNECTICUT 06074
608 / 102
LOT #34
D&L CARON LLC.
359 BURNHAM STREET
961 / 291
MAP #121
EAST HART FORD,CONNECTICUT 06108
LOT #35
SHEPARD POLA INC.
P.O. BOX 415
98 / 205
MAP #121
EAST WINDSOR HILL,CONNECTICUT 06028
LOT #36
J.E. SHEPARD COMPANY
P.O. BOX 415
253 / 043
MAP #121
EAST WINDSOR HILL,CONNECTICUT 06028
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ENGINEER: FB
ARCHITECT: BS
PROJECT MGR:
DRAFTED BY: BF
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GENERAL SITE PLAN NOTES:
THE DEVELOPER SHALL NOTIFY THE TOWN ENGINEER'S OFFICE 24 HOURS IN ADVANCE TO ALL FRONT LOT CORNERS ARE TO BE PINNED/STAKED AT THE TIME OF SUBMITTAL OF A
SCHEDULE INSPECTION OF SUB -BASE, GRAVEL, PAVEMENT, SIDEWALKS, DRAINAGE REQUEST FOR A BUILDING PERMIT. WHEN A CERTIFICATE OF OCCUPANCY IS REQUESTED,
STRUCTURES AND PIPES, SANITARY SEWERS AND MANHOLES. LOT CORNERS MUST BE PINNED.
ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR ANY SIGNS TO BE INSTALLED ON THE PROPERTY SHALL BE SUBJECT TO STAFF AND/OR
STANDARDS AND CONNECTICUT D.O.T. FORM 814,AS AMENDED COMMISSION REVIEW.
EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE " ANY EXCESS EXCAVATED MATERIAL MUST BE DISPOSED OF IN A SUITABLE MANNER AND
EROSION AND SEDIMENTATION CONTROL HANDBOOK " PREPARED BY THE SOIL CONSERVATION I n('ATInN An(:FPTARI F Tn TnvuKi CTAFF
SERVICE 1985
ANY APPROVED LANDSCAPING WILL BE SUBJECT TO FINAL REVIEW BY THE TOWN PLANNER
NO SITE IMPROVEMENTS SUCH AS DRAINAGE, SANITARY SEWER, SIDEWALKS, EXCAVATIONS, FOR ADEQUACY AND SUITABILITY OF SPECIES IN THE LOCATIONS PROPOSED.
FILLING, PAVEMENT OPERATIONS, ECT. SHALL COMMENCE UNTIL THE SITE ENGINEERING BOND
AS REQUIRED BY THE PLANNING AND ZONING COMMISSION, IS POSTED WITH THE ANY APPROVED EXTERIOR LIGHTING SHALL NOT BE DIRECTED ONTO ABUTTING PROPERTIE
TOWN OF SOUTH WINDSOR. OR ROADWAYS
NO STUMPS TO BE BURIED ON SITE. HANDICAP PARKING STALLS SHALL BE MARKED IN ACCORDANCE WITH STATE AND TOWN
AN AS -BUILT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THE REGULATIONS
REQUEST FOR A CERTIFICATE OF OCCUPANCY. HORIZONTAL DATUM BASED ON M.D.0
ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF THERE ARE NO WETLANDS ON PARCEL
DURING CONSTRUCTION OF ANY SITE IMPROVEMENTS SHALL BE IMPLEMENTED BY THE PARCEL IS NOT AFFECTED BY 100 YEAR FLOOD PLAIN
DEVELOPER. IN ADDITION, THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE,
REPAIR, REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED ARES ALL ROOF LEADERS SHALL BE TIED INTO STORM DRAINAGE SYSTEM
HAVE BEEN STABILIZED TO THE SATISFACTION OF STAFF. ALL UTILITIES TO BE INSTALLED UNDERGROUND
THE USE,STORAGE, OR DISPOSAL OF ANY MATERIALS NOT IN ACCORDANCE WITH WHAT IS THERE SHALL BE NO OUTSIDE STORAGE ON SITE CONSTRUCTION E
SHOWN ON THE APPROVED PLANS, OR REQUIRED BY ANY REGULATORY AGENCY, MAY RESULT ANTI -TRACKING A
IN THE IMMEDIATED REVOCATION OF ANY PERMIT/APPROVAL GRANTED BY THE COMMISSION.
EROSION CONTROL NOTES MAP REFERENCE: A
_DI-IAQC II IrNUKI E71-rf J MIMI 10-rnl At nrw��-rn
LAND DISTURBANCE WILL BE KEPT T O A MINIMUM. RE5 T ABILIZA I ION ' ' '^vim r1 car Nv 1 I 1 �.n nvvva I nlr�L CEN 1 En W o
WILL BE SCHEDULED AS SOON AS POSSIBLE. TEMPORARY SEEDING OR PROPERTY AT SULLIVAN AVENUE & RYE STREET \\ \\ e°
PERMANENT HYDROSEEDING SHOULD TAKE PLACE IMMEDIATELY UPON SOUTH WINDSOR, CONNECTICUT SCALE:1"=100'\ TF 77186�\ 55�-F �5 GVG
COMPLETION OF GRADING. PERMINATED SEEDING WILL BE SCHEDULED DATE: JANA987 REV.NOV.17,1987 ZONE:I \tn 15'RC S 72.24 �\ 1. l ' e '
DURING THE PERIOD OF APRIL 1 - JUNE 15; AUGUST 15 - SEPTEMBER PREPARED BY LUZZI ENGINEERING & SURVEYING AVON,CT. �� 12'CPP\ 72i86�_
15. F /
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EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR A-2 SURVEY PREPARED FOR SATELLITE TOOL COMPANYTO
EFFECTIVE CONION WHENEVER DITION THROUGHOUTITHE CONSTRUCTION LE AND /ILL BE APERIIOD.D IN 179 PREPOMMERCE WAY SOUTH ARED BY PDS ENGINEERING &OCONSTRUCTION \\ ;%'ZS� 15•�GP \ r' 1
i�= p
ARTHUR M.NERIANI, L.S. AVON,CT.
HAYBALE AND SILT FENCE FILTERS WILL BE INSTALLED AS SHOWN ON DATE: 6-10-02 REV. 11-13-03 SCALE: 1"=20'
THIS PLAN AS WELL AS AT ALL CULVERT OUTLETS. \\ \
\ \ W
ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING \
ZONING DATA TABLE f'
CONSTRUCTION PERIOD IF NECESSARY AS REQUIRED.
ZONE: I (INDUSRIAL) \ \ J o\
ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE
CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND
REQUIRED PROVIDED
SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION \�\ \ /G BM-MON,
AND SEDIMENTATION CONTROL", CONNECTICUT CONCIL ON SOIL AND LOT AREA 20,000 SF 36,989 SF EL.79.285
WATER CONSERVATION,JANUARY 1985. LOT WIDTH inn FT, 1no.n2 FT. i \�
LOT DEPTH 150 FT. 300.42 FT. \\ �'", -A I o
SEEDING DATES : APRIL THROUGH JUNE 15 AND AUGUST 15 THROUGH FRONT YARD 35 FT. 104.56 FT. \\ 2 orn,'o
SEPTEMBER 15. \\ \ 0-
SIDE YARD 10 FT. 11.00 FT. \\
REAR YARD 25 FT. 73.50 FT. \\ \ 1
IF SEEDING CANNOT BE DONE WITHIN SEEDING DATES, USE MULCHING MAX.BUILDING COVER 50% 27% \
MEASURES TO PROTECT SITE AND DELAY SEEDING UNTIL THE NEXT IMPERVIOUS COVER 65% 65% ( INCL.FUTURE) \\ \ ? W\ o=
RECOMMENDED SEEDING PERIOD. \\
FERTILIZE WITH 10-10-10 @ 7.5 LBS./1000 SF. LIME (50 % CALCIUM '* NO WETLANDS OR WATERCOURSES ON PROPERTY
PLUS MAGNESIUM OXCIDE) REQUIRED PARKING CALCULATION: \\\ \
100 LBS./1000 SF. cn
OFFICE = 1500 SF /1000 (4.5) = 7
MULCH ( ALL SLOPES 3 % OR GREATER) MANUFACTURING = 8507 SF / 700 = 12 \ '
TOTAL REQUIRED = 19 (1 HANDICAP) \\�` H
USE STRAW OR HAY (70-90 LBS./1000 SF) FREE OF WEEDS OR \\� SAN,MH
COURSE MATTER. CHEMICAL BINDERS SUCH AS PETROSET TERRATRACK TOTAL PROVIDED = 12 (1 HANDICAP) \\� TF.79.14
HYDOR MULCH AND AEROSPRAY WILL BE USED AS RECOMMENDED BY TOTAL FUTURE = 7 \\ INV,73,85 (LAT.)
1\
MANUFACTURER TO ANCHOR MULCH. MULCH MUST BE INSPECTED
PERIODICALLY, IN PARTICULAR, AFTER A RAINSTORM TO CHECK FOR
FILL EROSION. WHERE EROSION IS SEVERE, ADDITIONAL MULCH SHOULD
BE APPLIED. GRASSES SHALL NOT BE CONSIDERED ESTABLISHED UNTIL
A GROUND COVER IS ACHEIVED , WHICH IS MATURE ENOUGH TO
\1
\
CONTROL SOIL EROSION TO SURVIVE SEVERE WEATHER CONDITIONS. \
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$ `%tz olyeslouth `%n opsou& 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 i IS40 SULLIVAN AVENUE -SOUTH WINDSOR. CONN. 00074 \ \ 1
°'O•'`O' TELEPHONE (860) 644-2511 aryo �oNes� AREA CODE 860 r 644-2511 �•}}••'•�� 1
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July 22, 2002 CERTIFIED MAIL
Certised#70020a10000081152260 August5,2002
PDS Engineering & Construction, Inc.
Attn: Chris Eweppi 179
X
107 Old Windsor Road „-,
Bloomfield, Cr. 06002 Mr. ChristopherEsepp:. \ D N
PDS Engineering & Construction, Inc. \ - I Vy
107 Old Windsor Road
RE: Appl. #02-35P -Satellite Tool Company-179 Commerce Way (Assessor's Map Bloomfield, CT 06002 G \ \\ G1
#121, Pared432) I - Industrial zone. \\
Dear Mr. Esseppi; Re: Appl #l02-35P, Satellite Tool Company 1 \ \ o
(n
At the July 10, 2002 regular meeting, the Inland Wetlands Agency/Conservation Mr. Eseppi:on Commission \ Z
approved application #02-35P - Satellite Tool Co. -179 Commerce Way -Conservation We are pleased to advise you that the P I application for the construction of an industrial building, parking lot, stormwater structures, and lamvag & Zoning Commission voted onJuly 30, 2002, to I �A\
approve with modifications the above referenced application for a Site Plan of Development. \
associated improvements on property located northerly of Commerce Way (Assessor's Map This approval is far the site plan to construct a 10,000 R building on property #121, parcel #32) Industrial zone. This approval is subject to the following conditions: sq. 8 P perty located at 179 \
Commerce Way, I zone as shown on plans prepared by PDS Engineering & Construction, Inc., \ \\
I. One blueprint Project Name, Satellite Tool Company, dated June 10, 20M, as revised. This approval is subject \\
ep ' copy of the entire set must be
and this letter reproduced thereon, mast prior
to the following modifications: \\
submitted to this Commission. This must be completed within 6s days of approval prior \\
to any construction activity on ered having met this the site Plans submittal to Planning &Zoning
Commission shall be consider1. Prior to commencement of any site work, ameeting must be held with Town Staff.
requirement.
2. \\�
2. No building permit will be issued until the final mylars have been filed in the Town Clerk's TF\%
The application shall indemnify and hold harmless the Town of South Windsor against office, ,
any liability, which might result from the proposed operation or use. 7 9.7
3. This application is subject to the conditions of approval of the Inland Wetlands
3. The permit is valid for five years and shall expire on July 10, 2007. It is the Agency/Conservation Commission, including a bond in the amount of $3000. I
landowner(s)/applicant(s) responsibility to hack expiration dates and notify the
Commission of a renewal request at least 65 days prior to expiration. 4. An as -built plan is required prior to issuance of a Certificate of Occupancyper Section 8.1.10
4. All approvals required must be obtained and submitted prior to any activity on the site. of the Zoning Regulations.
w
s. A Iandscape bond in the amount of $3000 is required and must be submitted prior to filing of S A N, M H
5. A contact person shall be identified on the plans mylars. T F.80.4 4
6. Prior to construction of the rear parking lot and retaining wall, plans should be submitted 6. All plans used in the field by the developer must bear the stamp and authorized signature of
to this Commission for approval of the Erosion and Sedimentation Control Measures to the Town of South Windsor.
be installed.
7. We recommend a bond in the amount of $3,000 be submitted to the Planning & Zoning 7. WPCA approval is required., g ,+• •r,, / J, -
Commission to ensure compliance with flue Erosion and Sedimentation Control
Measures. 8. The building street number must be included on the final plan T,Qi! a ,e, n f� stoluU/�]/, l U2 60t
9. Cross -travel easement must be shown on the sharedpar3cing/driveways. 1540SULLIVAN AVENUE °SOUTH WINDSOR, CT06074
-Co
TELEPHONE (860) 644-2511
V truly yam' 10. Applicant must return to ADRC to finalize plaus. October 10, 2002
INLAND WETLANDS AGENCY/
CONSERVATIOAIION COMMISSION Y 0,
11. The Town En s comments dated Jul 3 2002, must be addressed to the Town
Engineer's satisfaction
PDS Engineering, & Construction, Inc.
Black and white t m �, together with 107 Old Windsor Road
transparent mylars; of Shod #C101 with the above modifications, CT
B - th A. Warren, Chairperson three blueprint copies (including landscape and Im bitechrtals) of the entire set ofpians must be Mr. Chris Bloomfield, CT .06002
submitted to this Commission within 30 days to be stamped and signal. The letters of approvalEseppi
g :dr of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be
reproduced on the mylars. RE: 179 Commerce Way - Approval to Connect
cc: Chief Building Official After them have been signed b the Commission,theywill be returned to u for filing Dear Mr. Fseppi:
Town Engineer the Office ofthe To Clerk. After Sling these plans, a copy of the receipt must be submitted to
the Planning Department.
Sincerely,
/;�ir
Kevin McCann, Chairman
Planning and Zoning Commission
KMcClkah
ce: Town Engineer
Chief Buu'lding Official
Assessor
Superintendent of Pollution Control
Fire Marahal
CONNF '••.
C
I HEREBY CERTIFY THAT PHIS MAP IS SUBSTANTIALLY CORRECT' TO
MY KNOWLEDGE AND BELIEF AND WAS PREPARED IN ACCORDANCE
°
WITH THE STANDARDS OF A CLASS A-2 DEPENDENT RESURVEY AS
-
`
DEFINED IN SECTIONS20-30OB-1 THRU20-30OB-20 OF THE REGULATIONS
` 3
OF CONNECI'ICk )T STATE AGENCIES " MINIMUM STANDARDS FOR
No. 13422 a ' t�
°.;c',
SURVEYS AND MAPS INTHE STATE OF CONNECTICUT" EFFECTIVE
• q°
6-21-96 AS ADOPTED BY, THE CONNECTICUT ASSOCIATION OF LAND
;N'
SURVEYOR r OILY EEY" .26, 1996.
FRANk BORAWS i , L.S. # 13422 DA'
LEGEND
------------- EXISTING CONTOURS
ALL PROPOSED CONTOUR FUTURE BLOCK
82.00 x EXISTING SPOT ELEVATION N/F RETAINING WALL
TOW EL.78.50
82,00 PROPOSED SPOT ELEVATION REAL GROUP LLC, INSTALL SILT FENCE &
SILT FENCE EROSION CONTROL V❑L,939,PG,122 CONSTRUCTION FENCE THIS AREA / i �Z����
❑ PROPOSED CATCH BASIN 1 mYi m rnIVrRi=T1=
EXISTING CATCH BASIN DUMPSTER PAD 1 Ir i�i ���
150 w METAL HALIDE EXTERIOR WALL PACK w/GATE
❑ STAKED HAYBALE @ CATCH BASIN R18'
S (EROSION CONTROL)
a_ 69 �52 / TF�9B. 85 i 21.6T -7� �0 li
EXISTING BUILDING 5.00
1
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PRON NCE �Z�F 1 gp 40 g0.33 vv d
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$_� _-t-- g^ p C RAINLEADER @ 2% i1NV 75 41 1 -
L❑T AREA
36,�89 Sq. Ft
•� ,� 1, 0,849 4Arr-rP�
1
NV 72 51(15")
�..' lNV.73 75(8"
j', -t I
1 m t / �,
90 �� PROPOSED/BUILDING
l o_ 9O � � �t tm
I >, ; N FIN.FLR. EV.80.50 >-' i
it t Z 10,907 SF PST r%%I
13
m / /
m1
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ill o / m '` ; -7 923 14' SIDE YARD
DQMQ TO
\ TE PORA 41/2
ggYY
STOC INAREA
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INV.74.80
REMOVE EX
TING CURB
MATCH NEW
AVING WITH
The South Windsor Water Pollution Control Authority, at its regular meeting of October 1, 2002, gave
approval for the connection to the Town's sewerage system of a commercial building located 179
Commerce Way, South Windsor, CT, as more specifically shown on plans entitled "Proposed Site Plan
Layout for Satellite Tool Company" prepared by PDS Engineering & Construction, Inc., Drawing No(s)C-
101 dated 6-10-02, revised 7-3-02, 7-24-02, 8-22-02, and subject to the following conditions:
1. Technical approval of the Town Engineering 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 staffthat 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.
Connection charges in the amount of $2,800 ($2,800/acre) have been calculated for this site, and are due at
the time of drain layers permit application.
This approval letter must be superimposed on the final approval plans.
Very truly yours,
J ph J. Canino, Chairman
Water Pollution Control Authority
JJC:dd
Cc: Matthew Galligan, Town Manager
Michael J. Gantick, Director of Public Works
Jeff Doolittle, Town Engineer
Marcia Banach, Director of Planning
John Collins, Chief Building Inspector
Jon Lukasik
EXISTING EXISTING BUILDING
FIN.FLR.ELEV.80.50
8,050 S.F.
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CROSS TRAVEL. EASEMENT
4269, @SHARED DRIVE &PARKING
�--
s 77.12 °j' e/ 10.00' 32.00'
N 84'01 51,,w 5.58 09 W
A=04--14'-33.7"`
L=14.00'
R=350.00'
SITE GRADING & UTILITY PLAN
1"=20'
1
1 1
1 1 1
1 1 1 1
1 i li i P p,Ft14�NG i i i
11 i FO- uvkeI
T3.-50-34' ''
33509
CONSTRUCTION NARRATIVE:
1. INSTALL SILT FENCE EROSION CONTROL IN AREAS SHOWN ON PLAN
2. CLEAR AND GRUB TREES AND VEGETATION TO LIMITS SHOWN.
3. STRIP TOPSOIL TO STOCKPILING AREAS
4. EXCAVATED FOR BUILDING FOUNDATION
5. INSTALL SITE UTILITIES AND DRAINAGE SHOWN
6. INSTALL HAYBALE E&S CONTROL AT CATCH BASINS
7. BACKFILL FOUNDATION AND FINE GRADE FOR CONCRETE SLAB
8. GRADE AREA AROUND BUILDING AND GRADE FOR PAVEMENT
9. INSTALL BINDER COURSE OF PAVEMENT & CURBING
10. BACKFILL CURBS, TOPSOIL AND SEED ALL DISTURBED AREAS TO STABILIZE SOIL,
LANDSCAPE IPER PLAN.
11. REMOVE SILT FENCE EROSION CONTROL AFTER DISTURBED AREAS @ ADDITION
ARE STABILIZED TO THE SATISFACTION OF TOWN STAFF
STORM SYSTEM MAINTENANCE SCHEDULE:
1. INSPECT ALL CATCH BASIN SUMPS EVERY SIX MONTHS FOR ANY
REQUIRED REMOVAL OF EXCESS DEBRIS.
2. ALL CATCH BASINS TO BE CLEANED ANNUALLY TO PREVENT
BUILD UP OF SILT AND/OR EXCESS DEBRIS.
N/F
LUKASIK JAN & ELIZABETH
V❑L,1024,PG,268
NITEEM
BRITES
DIMENSIONS
LOT AREA
45,294 Sq, Ft
1,04 Acres
2
N/F
STATE OF C❑NNECTICUT
V❑L,625,PG,469
WLM-MEDIUM WALL LIGHT
Metal Halide
.44" DIA. K.O. (2)
(368.3 rum) (203.2 rum)
o
_ 13-1 /4-
(336.6 rum)
T
0
7-3-02
REV.FUTURE
PARKING AREA
7-24-02
TOWN STAFF
COMMENTS
8-22-02
FINAL APPROVAL
10-15-03
REV.GRADING
@ DOCK
1 1
-13-03
RELOCATE WATER LINE
1 1 1
-21
-03
IADD ACCESS
EASEMENT 1
g Id &M
PDS ENGINEERING &
v^NS I RW%O 11, INv.
107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
FAX (860) 242-8587
SITE ENGINEERING :
PDS ENGINEERING & CONSTRUCTION
107 OLD WINDSOR ROAD
BLOOM F-IELD,CONNECTICUT 06002
860-24-2-8586
SURVEYOR :
NERIANI SURVEYING
35 OLD FARMS ROAD
AVON CONNECTICUT 06001
860-6i 7-7732
OWNER :
JAN & ELIZABETH LUKASIK
12 ROBINS WOOD WAY
SOUTH WINDSOR,CONNECTICUT 06074
860-290-8558
860-290-8568 (FAX)
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GENERAL SITE PLAN NOTES:
THE DEVELOPER SHALL NOTIFY THE TOWN ENGINEER'S OFFICE 24 HOURS IN ADVANCE TO
SCHEDULE INSPECTION OF SUB -BASE, GRAVEL, PAVEMENT, SIDEWALKS, DRAINAGE
STRUCTURES AND PIPES, SANITARY SEWERS AND MANHOLES.
ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR
STANDARDS AND CONNECTICUT D.O.T. FORM 814,AS AMENDED
EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE "
EROSION AND SEDIMENTATION CONTROL HANDBOOK " PREPARED BY THE SOIL CONSERVATION
SERVICE 1688.
NO SITE IMPROVEMENTS SUCH AS DRAINAGE, SANITARY SEWER, SIDEWALKS, EXCAVATIONS,
FILLING, PAVEMENT OPERATIONS, ECT. SHALL COMMENCE UNTIL THE SITE ENGINEERING BOND
AS REQUIRED BY THE PLANNING AND ZONING COMMISSION, IS POSTED WITH THE
TOWN OF SOUTH WINDSOR.
NO STUMPS TO BE BURIED ON SITE.
AN AS -BUILT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THE
REQUEST FOR A CERTIFICATE OF OCCUPANCY.
ANY AnnITinNAI gF=nIMPNT/EROSIr)N (0NTPni MEASI IIRES fIEEMEn NECESSARY RV STAFF
DURING CONSTRUCTION OF ANY SITE IMPROVEMENTS SHALL BE IMPLEMENTED BY THE
DEVELOPER. IN ADDITION, THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE,
REPAIR, REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED ARES
HAVE BEEN STABILIZED TO THE SATISFACTION OF STAFF.
I fit UZjt,S I UhACat, UN U15PU5AL UI- ANY MA 1 tHIALu NU I IN AUGUHUANUL WI I H WHA 115
SHOWN ON THE APPROVED PLANS, OR REQUIRED BY ANY REGULATORY AGENCY, MAY RESULT
IN THE IMMEDIATED REVOCATION OF ANY PERMIT/APPROVAL GRANTED BY THE COMMISSION.
EROSION CONTROL NOTES
LAND DISTURBANCE WILL BE KEPT TO A MINIMUM. RESTABILIZATION
WILL BE SCHEDULED AS SOON AS POSSIBLE. TEMPORARY SEEDING OR
PERMANENT HYDROSEEDING SHOULD TAKE PLACE IMMEDIATELY UPON
COMPLETION OF GRADING. PERMINATED SEEDING WILL BE SCHEDULED
DURiNG THE PERIOD OF APRIL 1 - JUNE 15; AUGUST 15 - SEPTEMBER
15.
EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR
TO CONSTRUCTION WHENEVER POSSILBLE AND WILL BE MAINTAINED IN
EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD.
HAYBALE AIVIU ,.SILT FEIN%CE FILTERS VVILL BE IINO I ALLEU Mo SHVVVIV VIV
THIS PLAN AS WELL AS AT ALL CULVERT OUTLETS.
ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING
CONSTRUCTION PERIOD IF NECESSARY AS REQUIRED.
ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE
CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION
AND SEDIMENTATION CONTROL", CONNECTICUT CONCIL ON SOIL AND
WATER CONS ERVATION,JANUARY 1985.
CCCllllil!_ IIATCQ noon _1I(3 LJ II II�IC 4G APIn Al I(�IIQT iCTLJmnI If�LJ
UL.I-DING I.; AT 1_13 AI I III- I I II 10U G I I UIidE IJ AN AUliUJ l IJ I "RJUGH
SEPTEMBER 15.
IF SEEDING CANNOT BE DONE WITHIN SEEDING DATES, USE MULCHING
MEASURES TO PROTECT SITE AND DELAY SEEDING UNTIL THE NEXT
RECOMMENDED SEEDING PERIOD.
FERTILIZE WITH 10-10-10 I'�9a 7.5 LBS./1000 SF. LIME (50 % CALCIUM
PLUS MAGNESIUM OXCIDE)
100 LBS./1000 SF.
MULCH ( ALL SLOPES 3 % OR GREATER )
USE STRAW OR HAY (70-90 LBS./1000 SF) FREE OF WEEDS OR
COURSE MATTER. CHEMICAL BINDERS SUCH AS PETROSET TERRATRACK
HYDOR MULCH AND AEROSPRAY WILL BE USED AS RECOMMENDED BY
MANUFACTURER TO ANCHOR MULCH. MULCH MUST BE INSPECTED
PERIODICALLY, IN PARTICULAR, AFTER A RAINSTORM TO CHECK FOR
FILL EROSION. WHERE EROSION IS SEVERE, ADDITIONAL MULCH SHOULD
BE APPLIED. GRASSES SHALL NOT BE CONSIDERED ESTABLISHED UNTIL
A GROUND COVER IS ACHEIVED , WHICH IS MATURE ENOUGH TO
CONTROL SOIL EROSION TO SURVIVE SEVERE WEATHER CONDITIONS.
`lam 07es VW
cC 1540 SULLIVAN AVENUE a SOUTH WINDSOR, OT 06074
Y4hOgO•{e�� TELEPHONE (860) 644-2511
July 22, 2002
Certified #10020510000081152260
PDS Engineering & Construction, Jac.
Attn: Chris Esseppi
107 Old Windsor Road
ALL FRONT LOT CORNERS ARE TO BE PINNED/STAKED AT THE TIME OF SUBMITTAL OF A
REQUEST FOR A BUILDING PERMIT. WHEN A CERTIFICATE OF OCCUPANCY IS REQUESTED, ALL
LOT CORNERS MUST BE PINNED.
ANY SIGNS TO BE INSTALLED ON THE PROPERTY SHALL BE SUBJECT TO STAFF AND/OR
COMMISSION REVIEW.
ANY EXCESS EXCAVATED MATERIAL MUST BE DISPOSED OF IN A SUITABLE MANNER AND
LOCATION ACCEPTABLE TO TOWN STAFF.
ANY APPROVED LANDSCAPING WILL BE SUBJECT TO FINAL REVIEW BY THE TOWN PLANNER
FOR ADEQUACY AND SUITABILITY OF SPECIES IN THE LOCATIONS PROPOSED.
ANY APPROVED EXTERIOR LIGHTING SHALL NOT BE DIRECTED ONTO ABUTTING PROPERTIES
OR ROADWAYS
HANDICAP PARKING STALLS SHALL BE MARKED IN ACCORDANCE WITH STATE AND TOWN
REGULATIONS
HORIZONTAL DATUM BASED ON M-D.0
THERE ARE NO WETLANDS ON PARCEL
PARCEL IS NOT AFFECTED BY 100 YEAR FLOOD PLAIN
ALL ROOF LEADERS SHALL BE TIED INTO STORM DRAINAGE SYSTEM
ALL UTILITIES TO BE INSTALLED UNDERGROUND
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I MERE SHALL BE NO OUTSIDE STORAGE ON SITE CONSTRUCTION ENTRANCE
LEGEND
- - - - - - - - - - -
- - EXISTING CONTOURS
PROPOSED CONTOUR
82,00 x
EXISTING SPOT ELEVATION
N/F
9-00
PROPOSED SPOT ELEVATION
REAL
GROUP LLC.
V❑L,939,PG,122
SILT FENCE EROSION CONTROL
PROPOSED CATCH BASIN
El
EXISTING CATCH BASIN
175 w METAL HALIDE EXTERIOR WALL PACK
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STAKED HAYBALE Caa CATCH BASIN
( EROSION CONTROL)
EXISTING BUILDING
15 i 1,1.2 -
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INV.72.51(15") ec��
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LING AREA y` 7�
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REQUIRED PARKING CALCULATION:
OFFICE = 1500 SF /1000 (4.5) = 7 \\x 3oA \
MANUFACTURING - 8507 SF /700 =12---
TOTAL REQUIRED = 19 (1 HANDICAP) \`\� HYD, EXIST,SAN,LAT,
TOTAL PROVIDED = 12 (1 HANDICAP) \\� TF NH J INV.74,80 X 79,68
TOTAL FUTURE - 7 \\ INV.73,85 (LAT.) W®
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CONTACT PERSON: \� \
JAN LUKASIK 860-290-8558 \\ I
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ZONING DATA TABLE \\ CID \ 1
ZONE: I (INDUSRIAL) \ \ ir—
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REQUIRED PROVIDED \El
LOT AREA 20,000 SF 36,989 SF \\`\ \ �G EL79 285 \ ST�CK
LOT WIDTH 100 FT. 100.02 FT. \\
LOT DEPTH 150 FT. 300.42 FT.
cOnKrr V n 0n 31: CT -4 f%A On r—r O
rnvly I r rnv 00 r l. I V.+.00 r 1.
SIDE YARD 10 FT- 11.00 FT. \
REAR YARD 25 FT. 73.50 FT. \\ \ r
MAX.BUILDING COVER 50% 27% w
IMPERVIOUS COVER 65% 65% (INCL.FUTURE) \\ \ ? of m
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*'* NO WETLANDS OR WATERCOURSES ON PROPERTY *** \\ \ m
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REMOVE EXISTING CURB
MATCH NEW PAVING WITH
EXISTING
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
4esoe-coN
AREA CODE 66o 1644-2511
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CERTIFIED MAIL
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August 5, 2002
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Bloomfield, CT 06002
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Mr. Christopher Eseppi
Engineering
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PDS & Construction, Inc.
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RE: AppL #- Satellite Tool Company-179 Commerce Way (Assessor's Map
#121, # 32) I-Indnstrinl
Bloomfield, CT 06002 107 Old Windsor Road
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parcelarcel zone.
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Dear Mr. Esseppi•
Re: Appl #02-35P, Satellite Tool Company
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Attire July 10, 2002 regular meeting, the Inland Wetlands Agency/Conservation Commission
Dear Mr. Eseppi:
D
approved application #02-35P - Satellite Toot -179 Commerce Way - Conservationz
application for the construction of an industrial building, parking lot, stormwater structures, and
We are pleased to advise you that the Planning & Zoning Commission voted on July 30, 2002, to
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associated improvements on property located northerly of Commerce Way (Assessor's Map
#121, parcel #32) Industrial zone. This approval is subject to the following conditions:
approve with modifications the above referenced application for a Site Plan of Development.
This approval is for the site plan to construct a 10,000 sq. fL building on property located at 179
Commerce
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Way, I zone as shown on plans prepared by PDS Engineering & Construction, Inc.,
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1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be
Project Name, Satellite Tool Company, dated June 10, 2002, as revised. This approval is subject
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submitted to this Commission. This must be completed within 65 days of approval prior
to the following modifications:
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to any construction activity on the site. Plans submitted to Planning &Zoning
Commission shall be considered having met this requirement.
1. Prior to commencement of any site work, amceting must be held with Town Staff.
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2. The application shall indemnify and hold harmless the Town of South Windsor against
2. No building permit will be issued until the final mylars have been filed in the Town Clerk's
office.
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any liability, which might result from the proposed operation or use.
7 9.0
3. The permit is valid for five years and shall expire July 10, It is the
3. This application is subject to the conditions of approval of the inland Wetlands
Agency/Conservation Conuuissiva, including a bond in the amount of $3000.
landowne �s)/applicant(s) responsibility to track expiration dates and notify the
t xp dates a
Commission of a renewal request at least 65 days prior to expiration.
4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10
I
4. All approvals required must be obtained and rpbmitted prior to any activity on the site.
of the Zoning Regulations.
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5. A contact person shall be identified on the plans.
S. A landscape bond in the amount of $3000 is required and must be submitted prior to filing of
mylars.
A N, MH
SA N
6 Fri t
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or o cons
hu chon o the rear parking lot and retaining wall, plans should be submitted 6. All plans used in the field by the developer must bear the stamp and authorized signature of
to this Commission for approval of the Erosion and Sedimentation Control Measures to the Town of South Windsor.
be installed.
7. We recomruend a bond in the amount of $3,000 be submitted to the Planning & Zoning 7. WPCA approval is required.
Commission to ensure compliance with the Erosion and Sedimentation Control 8. The building street number must be included on the final plan,
Measures.
9. Cross -travel easement must be shown on the shared parlflng/driveways.
Very truly yours, 10. Applicant must return to ADRC to finalize plans.
INLAND WETLANDS AGENCY/ It. The Town Engineer's comments dated July 30, 2002, must be addressed to the Town
CONSERVATION CODfMLSSTON Engineer's satisfaction.
���, Black and white transparent mylars of Sheet #C101 with the above modifications, together with
E th A Warren, Chairperson three blueprint copies (including landscape and sroh tecttnrals) of the entire set ofplans most be
submitted to this Commission within 30 days to be stamped and signed. The letter; of approval
E ;d,. of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be
reproduced on the mylars.
ce: Chief Building Official After the mylars have been signed by the Commission, they will be returned to you for filing in
Town Engineer the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to
the Planning Department.
Sincerely,
Kevin McCann, Chairman
Planning and Zoning Commission
KMcClkah
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Mnmhnl
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTI❑NS
NOT VALID WITHOUT RAISED SEAL 20-300b-1 THRU 20 OF THE REGULATIONS OF C❑NNECTICUT STATE AGENCIES -
of CON,y "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF C❑NNECTICUT"
P AS ENDORSED BY THE C❑NNECTICUT ASS❑CIATI❑N OF LAND SURVEYORS ,INC,
�P Fes' IT IS AN ❑RIGINAL SURVEY BASED ON A DEPENDENT RESURVEY CONF❑RMING TO
(9 v H❑RIZONTAL ACCURACY CLASS A-2,
No, 10230 TO THE BEST OF MY INFORMATI❑N, KN❑WEDGE AND BELIEF
® THIS M I IS SUBSTANTIALLY CORRECT,
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ARTHUR M. NERIANI,° LAND SURVEYOR CT,LS# 10250
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�+. �' 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
��osoa•coN`'� TELEPHONE (860) 644-2511
October 10, 2002
PDS Engineering, & Construction, Inc.
107 Old Windsor Road
Bloomfield, CT 06002
Mr. Chris Eseppi
RE: 179 Commerce Way — Approval to Connect
Dear Mr. Fseppi:
The South Windsor Water Pollution Control Authority, at its regular meeting of October 1, 2002, gave
approval for the connection to the Town's sewerage system ofit commercial building located 179
Commerce Way, South Windsor, CT, as more specifically shown on plans entitled "Proposed Site Plan
Layout for Satellite Tool Company" prepared by PDS Engineering & Construction, Inc., Drawing N0(s)C-
101 dated 6-10-02, revised 7-3-02, 7-24-02, 8-22-02, and subject to the following conditions:
1. Technical approval of the Town Engineering Deparmient.
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.
Connection charges in the amount of $2,800 ($2,800/acre) have been calculated for this site, and are due at
the time of drain layers permit application.
This approval letter must be superimposed on the final approval plans.
Very truly yours,
J ph J. Canino, Chairman
Water Pollution Control Authority
JJC:dd
Cc: Matthew Galligan, Town Manager
Michael J. Gantick, Director of Public Works
JeffDoolittle, Town Engineer
Marcia Banacb, Director of Planning
John Collins, Chief Building Inspector
Jon Lukasik
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FUTURE BLOCK
RETAINING WALL
TOW EL.78.50
J I t l l , lob INSTALL SILT FENCE & ro
CONSTRUCTION FENCE THIS AREA , �
10'x10' CONCRETE� ��
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DUMPSTER PAD 1 I t l i i i to
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m FIN.FLR. EV.80.50
10,007 SF
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PRO _13r
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_ WALKWAY
SITE GRADING & UTILITY PLAN
111 = 200
CROSS TRAVEL EASEMENT
Qa SHARED DRIVE & PARKING
TO BE DEVELOPED
EXISTING BUILDING
FIN.FLR.ELEV.80.50
8,050 S-F-
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CONSTRUCTION NARRATIVE:
1. INSTALL SILT FENCE EROSION CONTROL IN AREAS SHOWN ON PLAN
2. CLEAR AND 13RUB TREES AND VEGETATION TO LIMITS SHOWN.
3. STRIP TOPSOIL TO STOCKPILING AREAS
4. EXCAVATED FOR BUILDING FOUNDATION
5. INSTALL SITE UTILITIES AND DRAINAGE SHOWN
6. INSTALL HAYBALE E&S CONTROL AT CATCH BASINS
7. BACKFILL FOUNDATION AND FINE GRADE FOR CONCRETE SLAB
8. GRADE AREA AROUND BUILDING AND GRADE FOR PAVEMENT
9. INSTALL BINDER COURSE OF PAVEMENT & CURBING
10. BACKFILL CURBS, TOPSOIL AND SEED ALL DISTURBED AREAS TO STABILIZE SOIL,
LANDSCAPE. PER PLAN.
11. REMOVE SILT FENCE EROSION CONTROL AFTER DISTURBED AREAS Qa ADDITION
ARE STABILIZED TO THE SATISFACTION OF TOWN STAFF
STORM SYSTEM MAINTENANCE SCHEDULE:
1. INSPECT ALL CATCH BASIN SUMPS EVERY SIX MONTHS FOR ANY
REQUIRED REMOVAL OF EXCESS DEBRIS.
2. ALL CATCH BASINS TO BE CLEANED ANNUALLY TO PREVENT
BUILD UP OF SILT AND/013 EXCESS DEBRIS.
N/F
LUKASIK JAN & ELIZABETH
V❑L,1024,PG,268
NiTEL:
BRITES
DIMENSIONS
LOT AREA
45,294 Sq, Ft
1,04 Acres
172
N/F
STATE OF C❑NNECTICUT
V❑L,625,PG,469
WLM-MEDIUM WALL LIGHT
Metal Halide
.44" DIA. R.O. (2)
FOR WALL MOUNT
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(368.3 rum) (203.2 rum)
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(336.6 mm)
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PD 3 ENGINEERING
COASTRUCTION, INC.
107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
FAX (860) 242-8587
SITE ENGINEERING
PDS EN3INEERING & CONSTRUCTION
107 OLIO WINDSOR ROAD
BLOOMF ELD,CONNECTICUT 06002
860-242-8586
SURVEYOR
NERIANI SURVEYING
35 OLD FARMS ROAD
AVON CONNECTICUT 06001
860-677-7732
OWNER
JAN Sc=LIZABETH LUKASIK
12 ROB NS WOOD WAY
SOUTH 'NINDSOR,CONNECTICUT 06074
860-290-8558
860-290-8568 (FAX)
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BOTANICAL NAME
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SIZE
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GATE Qa DUMPSTER ENCLOSURE
LANDSCAPE PLAN
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10'x10' CONCRETE DUMPSTER PAD
w/ & HIGH FENCE CHAIN LINK FENCE
& GATE.
INSTALL PLATIC SLATES IN CHAIN LINK
7-3-02 REV.FUTURE PARKING AREA
7-24-02 TOWN STAFF COMMENTS
8-22-02 FINAL APPROVAL
° IDS ENGINEERING V3
NSTFUC TION, Imc.
107 Old Windsor Road
Bloomfield, Connecticut.06002
Telephone: (860) 242-8586
FAX (860) 242-8587
SITE ENGINEERING :
PDS ENGINEERING & CONSTRUCTION
107 DLD WINDSOR ROAD
BLOOM FIELD,CONNECTICUT 06002
860-242-8586
SURVEYOR :
NERV,NI SURVEYING
35 OLD FARMS ROAD
AVON , CONNECTICUT 06001
860-677-7732
OWNER :
JAN (k ELIZABETH LUKASIK
12 RDBINS WOOD WAY
SOUT-I WINDSOR,CONNECTICUT 06074
860-290-8558
860-290-8568 (FAX)
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FRONT ELEVATION
FRONT ELEVATION
2-#4W
TOP OF FRAM
r CONCRETE UNIT
FRAME ELEV�+TION
LICKS 6"tO12�
CONCRETE vR
MASONRY UNITS
'ONCRETE OR
SUMP
/4" CRUSHED
.... _.A COVER OVER T
OF PIPE SHALL BE 21-0".
2.WALL THICKNESS FOR
PRECAST UNITS LESS THAN
10! HIGH IS 6".
f
:RETE UNIT
ELEVATION
"to 12'
ETE OR
NRY UNITS
:TE OR
iUSHED
I. milvlmum wvER OVER '...
OF PIPE SHALL BE 2141.
2.WAL.L THICKNESS FOR
• ORECAST UNITS LESS THAN
la HIGH IS 6".
ALL OF BASIN
NEENAH TRAP HOOD
MODEL NO. R3701 OR CAST
EQUAL WITH HOOKS IRON
HANDLE
TL.ET PIPE
,
TRAP HOODS SHALL BE INSTALLED
IN ALL CATCH BASINS, WHERE
REWIRED BY TOWIJ ENGINEER TO
SATISFY ENVIRONMENTAL CONCERNS.
TOWN OF SOUTH WINDSOR AP►ROVC0
STANDARD DETAIL TRAP HOOD INSTALLATION
JANUARY,ttipl '�`�
R EYIitOt PUMA C MO Kf 01 RECTOR
SIDE ELEVATION
SIDE ELEVATION
i
I
I
�
Z
� i
W�m
OPOSED OWE
AVEAIENT SECTION OR
LANOSCAPING (SEE PLANS)
YIARHIHG TAPE - MIN. 12*
MAX. 24• ABOVE PIPE
�_APPROYED BACKFILL PLACED
I AND COMPACTED IN 12' LAYERS
(OR4 NO s ONE LARGER THHiNAPPROVED)
Y 0)
• ITEDDING ON SLATABLE NATIVE MATERIAL --
--SAND BEDDING PLACED AND Y
OR
COMPACTED IN 6' LAYERS
•3/4• CRUSHED STONE BEDDING MATERIAL
NO STONE LARGER THAN
iri KVU( t (cAVAlIQN OR IN UNSUITABLE
•MATERIAL'AS DIRECTED BY THE ENGINEER
i i/� . MAIutiAL SHni i
MEET D.O.T. M205
MATERIAL SHAD. MEET D.O.T. M.02.01.1
FOR 3/4'STONE
BACKFILL TO CENTERLINE OF PIPE
WHEN USING POLYETHYLENE OR
A.B.S. PIPE.
TOWN OF SOUTH WINDSOR STANDARD flETAIk STORM DRAIN TRENCH DETAIL A7VROYtO
JANUARY. i Q A t RE-vistol suau O ro Ks of RevoR
LAWN/
CROSS-COUNTRY
STREETS/
PAVED AREAS
SEE PERMANENT
TOPSOIL& SOD OR SEED
PAVEMENT PATCHING DETAIL
4�M N
APPROVED -GRANULAR NON-
p:q S3CYi7p� ORGANIC BACKFILL MATERIAL
„ rI
Of AP=n Alin f:A►ADAll h IfU
r.:
..�b9 ONE FOOT' (I (MAX.) LIFTS.
WARNING TAPE PER CONN.
GENERAL STATUTE SECTION
16-346, AS AM&NDED, PLACED
Al2"(MIN,) TO24 (MAX.) ABOVE
! TOP OF PIPE.
-- SAND BLANKET
- PIPE,AS SPECIFIED
3/4" BROKEN TRAPROCK
SECTION
N.T.S.
TOWN OF SOUTH WINDSOR TYPICAL SANITARY SEWER al�r„loveo
STANDARD DETAIL TRENCH SECTION �•�.
JANUARY, 1991
149YI>1CG: Z;t iC MORKt *I Ric
.• a
EXISTING
PAVEME14T
iC 'C
MtN. 11
TRENCH' I MiN.
WIDTH 1
1 VARIES
I-'?
i TYPICAL {
1 TRENCH I
I SECTION
I I
I t
I
I
J.
SECTION
N.T. S.
SAW CUT AND SEAL 401NT
(COMPACTED) CLASS 2 BITUMINOUS
CONCRETE SURFACE COURSE (OR
MATCH,EXISTINO,IF OREATERIM,04
(COMPACT17M cl Acc' Ge1•"uf unnc
MATCHE XIST NC,RiF GREATEA) M 04
6*(COMPACTED) PROCESSED TRAPROCK
BASE.- M,05,01
6" (COMPACTED) PROCESSED GRAVEL
SUBASE OVER COMPACTEO SUBORADE
(TRENCH BACKFILLJ M.02-GRAD,B
NOTES
1. ALL SAW CUT AND SEALED JOINTS TO
BE EITHER PARALLEL WITH, OR PERPEN••
D!CVLAR TO, THE CENTER -LINE OF
THE PIPE.
2. ALL MATERIALS ARE 7,0 MEET
FORM 814, AS AMENDED
TOWN OF SOUTH WINDSOR PERMANENT PAVEMENT ArrRovcp
STANDARD DETAIL PATCHING DETAIL
JANUARY; 4991
RCYI�iL: PUtttCYOR f OtRfCTOR
4" MINIMUM -
CT DDT 2" --�--
flt.T£R FABRIC
CONSTRUCTION ENTRANCE
TRACKING PAD
HANDICAP SIGN
SCALE:
SrANVAP0 SION
SLUE VACK60UND
w7H w1ir SYAlam
AND LEn&?jNd
BACKR L
1, SET POSTS AND EXCAVATE
A 6' X 6- TRENCH,
SET POST DOWNSLOPE.
ORE FENCING
FLOW r.
TRENCH CUT,/
6" TO B" DEEP
6" To 8" WIDE
FILTER FABRIC
- 2"X4"XS' STAKES DRIVEN
INTO GRADE 12' MIN.,
SET 8' TO 10' APART. AND
CANTED 10'INTO SLOPE
3. ATTACH FILTER FABRIC
TO THE WIRE FENCING
AND EXTEND IT INTO
THE TRENCH 8-.
COMPACTED BACKFILL
! FOLD FABRIC UP SLOPE
12" SQUARE
ct MIE 6AME
f3l T �r111Vo1 CpNCRr'TE PA W itG
NCO NCRETE WALK
aN
ANCHOR
2'XeXl
1:1
FLOP+
2. STAPLE THE VeRE h1ESH
FENCING TO THE POSTS.
4. SACKFILL THE TRENCH
AND COMPACT THE
EXCAVATED SOIL.
FLOW
pof1=0 =141 a
HAYw BALE INSTALLATION
AT LOW POINT CATCH BASINS
FRO=W AGYr7ti'EIGA7E'
COMPAC7I:D SrABtr
SV:s gaSE
400 PSf CONCRETE
2" PROCESSO CRANE
4" BUNK IWM 17AM
C PA TW STAR
HANDICAPPED PARKING SPACE -»
2.V A#AX SLOFA'
P;y
s
817UMINOUS CONCRETE CURB
SCALE:
a
r. ctwacrr k?&u
W MAXIVAL
CONSULTANTS:
z
CL
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t Li mi
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7
. Corr r,
41
No.,3422 � 4
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PROJECT MGR:
I P A rTrn rev. or-
C-103
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