HomeMy WebLinkAbout04-51P_METALS TESTING COMPANY SITE PLAN_KIMBERLY DRIVETE �,Ls��i
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civil engineers • planners • surveyors
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165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 CAV ®ft6�s 1301— 7 M7
www.designprofessionalsine.com
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L❑CATION PLAN N.T.S.
THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN
PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR
REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS MITTEN PERMISSION OF DESIGN
PROFESSIONALS, INC.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL
Or- THE PROFESSIONAL ENGINEER OR SURVEYOR.
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO THE BEST OF MY K DGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHA ARTEL LIC. No.
K I✓ �' :� i .�� I''
sou" wmr)SOR
r,Lt LNG DEPT.
FINAL 1't
TOWN .
OWNER/APPLICANT:
MR. ROBERT DELISLE
DELISLE, INC.
d/b/a METALS TESTING COMPANY
80 KIMBERLY DRIVE
P.O. BOX 69
SOUTH WINDSOR, CT 06074
TEL: (860) 289-8225
1
2
3
5
6
SH T I OF 1
Ll —1-2
LP1
Al—A2
MAP
LOT
NN/f 500AfIU� TEh' LI.S
96
9
6 OLD PARISH DRIVE
SZ£SMKOW, WASYL & SHARON M.
58
10 ABBE ROAD
CHARBONNEAU, ANDRE L. & ANDRE K.
59
55 SANDRA DRIVE
CHARBONNEAU, ANDRE K.
60
10 ABBE ROAD
CHARSONNEAU, ANDRE L.
61
10 ABBE ROAD
CHARBONNEAV, ANDRE L.
97
3
1519 JOHN FITCH BOULEVARD
ACK, LLC
15
PO BOX 958
K & B REALTY, LLC
MANCHESTER, CT 06044
17
10 ABBE ROAD
CHARBONNEAU, ANDRE L. & ANDRE K.
18
55 KIMBERLY DRIVE
CHARBONNEAU, ANDRE
19
80 KIMBERLY DRIVE
LINBOB, LLC
20
10 ABBE ROAD
CHARBONNEAU, ANDRE L. & ANDRE K.
108
11
PO BOX 101
LAVEY, ROBERT W. & BARBARA E.
EAST WINDSOR HILL, CT 06028
19
125 EDWIN STREET
CHARBONNEAU, ANDRE L. & ANDRE X.
20
40 OLD PARISH DRIVE
MOORES, EARL A & JANET M.
21
32 OLD FAIRISH DRi KE
GR/YL/DI J, J/H/YLLY ✓. ✓R IX L%JA M.
22
18 OLD PARISH DRIVE
LEE, GARY C. & L£SLI£ M.
35
1474 MAIN STREET
BOUFFARD, ✓OSEPH M.
36
10 ABBE ROAD
CHARSONNEAU, ANDRE L. & ANDRE K.
37
14 SANDRA DRIVE
ZYLBERMAN, DAVID
38
80 KIMBERLY DRIVE
LINBOB, LLC
109
13
1535 ✓OHN FITCH BOULEVARD
MELLEN, RICHARD B. & KELLY ✓.
15
FITCH MEADOW LANE
FITCH MEADOW PUD
15-1
14 FITCH MEADOW LANE
K0ZL0WSKI, ✓OHN
15-2
20 FITCH MEADOW LANE
MASON, KATHLEEN R. & JACKSON, ANN.- M.
15-3
22 FITCH MEADOW LANE
BUREK, BOGDAN & GRAZYNA T.
15-4
24 FITCH MEADOW LANE
MANSIR, MARK A. & PAMELA F.
15-5
26 FITCH MEADOW LANE
AWALE, MUSSE 0.
15-6
28 FITCH MEADOW LANE
MOONEN, MARY C.
15-7
32 FITCH MEADOW LANE
WATTS, MAR✓ORIE
15-8
j5 FITn)Y MEADOW LANE
RE?-`AAN MrlrN r
15-9
38 FITCH MEADOW LANE
SAE%VA, ROSAANA M.
15-10
40 FITCH MEADOW LANE
SEMINO, BARBA RA A.
15-11
44 FITCH MEADOW LANE
DAITCH, MARC A. & BETH
15-12
48 FITCH MEADOW LANE
ROSE, KAREN E.
15-13
52 FITCH MEADOW LANE
GIANSIRACUSA, PAUL S. ✓R. & ROSAI-IE
15-14
56 FITCH MEADOW LANE
SFREDDO, DONALD
15-15
60 FITCH MEADOW LANE
UZZAMAN, SYED & KHADER, SARA
15-18
62 FITCH MEADOW LANE
GIL; FOR ARDO =S, & _4,dJVD A P
15-17
64 FITCH MEADOW LANE
EBRAHIMI, LAURI£ ✓.
15-18
66 FITCH MEADOW LANE
BRETZ, ✓AMES A. & LISA M.
15-19
68 FITCH MEADOW LANE
GIANSIRACUSA, PAUL S. JR. & ROSAIJE
15-20
70 FITCH MEADOW LANE
DRAKIOTES, GARNET & CLOUGH, LINDA
15-21
69 FITCH MEADOW LANE
LEWIS, TIMOTHY R. & AMY E.
15-22
65 FITCH MEADOW LANE
SIDIK, REYIM✓AN A.
15-23
59 FITCH MEADOW LANE
CATALDI, NANCY SANDRA
15-24
55 FITCH MEADOW LANE
DESORMIERS, GEORGE A. & ROCHELLE
15-25
49 FITCH MEADOW LANE
TERRY, SALLY A.
15-26
45 FITCH MEADOW LANE
MULROY, NANCY
15-27
35 FITCH MEADOW LANE
YI, MICHAEL & MISUK
15-28
27 FITCH MEADOW LANE
ROHR, DANIELLE & TAPIE
15-29
21 FITCH MEADOW LANE
AHMED, SAMIR
15-30
15 FITCH MEADOW LANE
CLARKE, DAVID M. JR. & TRACY E.
15-31
11 FITCH MEADOW LANE
AUSUN, KIMBERLEE J.
15-33
5 FITCH MEADOW LANE
DES✓ARDINS, GERARD & MONIOUE
Zoning Data Bock
ZONE: INDUSTRIAL
ITEM REQUIRED/ALLOWED PROVIDED
Lot Area
20,000 s.f. min.
103,644 s.f.
2.3 ac.
Lot Width
100 ft. min.
175t ft.
Lot Depth
150 ft. min.
541 t ft.
Impervious Coverage**
65%
39.9% Phase 1
52.5% Phase II
Lot Coverage**
50%
16.5% Phase 1
23.7% Phase II
Building Height
2 stories/40 ft.
1 story/22 ft.
Parking Spaces* (Phase 1)
8
18
Parking Spaces* (Phase II)
11
18
Side Yard
10 ft.
11.4 ft.
Rear Yard
25 ft.
95.3 ft.
Front Yard
35 ft.
60.0 ft.
Buffer
50 ft.
50 ft.
* Parking Calculations
Manufacturing: 1 sp/700 s.f. GFA or 2/3 employee for largest shift
Office: 4.5 sp/1000 s.f.
Existing Building: 12,462 s.f.
Manufacturing 9,462 s. f./700 s.f. = 14 spaces or (2/3) 25 employees = 17 spaces
Requires 17 spaces
Office 3000 s. f./1000 s.f = 3 spaces
Total spaces required: 20 spaces
Existing Parking: 23 spaces (including 1 handicap space)
Phase 1 Building:
Manufacturing 5400 s. f./700 s.f. = 8 spaces or (2/3) 5 add'/ employees = 4 spaces
Requires 8 spaces
Phase 1 Spaces Provided, • 18 t 1 add'l handicap
Phase 2 Building: 7500 s.f.
Manufacturing 7500 s. f./700 s.f. = 11 or (2/3) 5 add'/ employees = 4 spaces
Requires 11 spaces
L-nase 2 Spaces Provided: 18
** Existing Coverage (combined lots): --
lmpervlous Coverage = 25.6% j.
Lot Coverage = 11.4%
SHEET INDEX
COVER SHEET
PLOT PLAN (PROPERTY SURVEY)
TOPOGRAPHIC PLAN — PHASE 1
TOPOGRAPHIC PLAN — PHASE 2
SEDIMENTATION & EROSION CONTROL PLAN
DETAILS
BAYSAVER DETAILS � 1?4 I6-04
LANDSCAPE PLAN & ELEVATION � a -a 04
LIGHTING PLAN DAB: 5-12-04
ARCHITECTURAL PLANS SHEET 1
Ia0i5-I.dw9
0x� .
y; �,��/ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
��wOR c_o/ TELEPHONE (860) 644.2511
September21, 2004 CFRTIFIED MAIL
Mr. Robert Delisle
Delisle. inc.
d/b/a Metals Testing Company
80 Kimberly Drive
South Windsor, CT 06074
Re: Appl #04-51P, Metals Testing Company Site Plan
Dear Mr. Delisle:
We are pleased to advise you that the Planning & 'Zoning Commission voted on September 14,
2004 to approve with modifications the above referenced application for a Site Plan of
Development. This approval is for the construction of a 12,900 square foot addition (shown in
two phases) on property located at 80 Kimberly Drive, I zone as shown on plans prepared by
Design Professionals, inc., Job No. 1908 dated September 8, 2004, 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 $5,000.
4. An as -built plan is required pr to issuance of a Certificate of Occupancy per Section 8.1.11
of the Zoning Regulations.
5. Footing drains are required if the building has a basement.
6. A 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 signanire of
the Town of South Windsor.
8. This approval does not constitute approval of the sanitary sewer, which can only be granted
by the Water Pollution Control Authority.
10. The building street number must be included on the final plan.
11. Pavement markings must be maintained in good condition throughout the site drives and
parking areas.
12. Engineering comments dated 9/7/04 must be addressed to the Town Engineer's satisfaction.
13. Developer must coordinate with Town Staff the type of light to be placed on the rear of the
building.
Black and white transparent mylars of Sheet #2 with the above modifications, together with three
blueprint copies of the entire set of plans (including architectural elevations and landscaping
plans) must be submitted to this Commission within 30 days to be stamped and signed. The
letter of approval of this Commission as well 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.
Sincerely,
Timothy H. Wentzell
, Chairman
Planning and Zoning Commission
T'HW/kak
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
Design Professionals, Inc.
'y Y- 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074
TELEPHONE (860) 644 2511
September 7, 2004
Certified 470020510000081151393
Design Professionals, Inc.
Attn: Richard Boston
165 South Satellite Road
South Windsor, CT 06074
RE; Appl. #04-51P- Metals Testing Addition - 80 Kimberly Drive
Dear Mr. Boston:
At the September 1, 2004 regular meeting, the Inland Wetlands Agency/Conservation
Commission approved application 4O4-51 P Metals Testing Addition - 80 Kimberly Drive
Conservation C'olmnission application for the construction of an approximately 12,000 sq. ft.
hnildi-, ddilin incl,ydino ..o�L:.... l..,c ...1.. 1-..,.
--•p _-••-•.•�.., ...� .,g ,..,, ,.,,.g ww, u.vu.a rr a...i au ub-LuwwJ a1111 I;IQU;Ii Jlle 11npr6 VerrlentS
on property located northerly of Kimberly Drive and easterly of Sandra Drive. 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 shall be considered having met this requirement.
2. The application shall indemnify and hold liarniless 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 September I, 2009. 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.
4. All approvals required must be obtained and submitted prior to any activity on the site.
5. A contact person shall be identified on the plans.
6. We recommend a bond in the amount of S5,000 be submitted to the Planning & Zoning
Commission to ensure compliance with the erosion and sediment control measures.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
%J Y
Elizabeth A. Warren, Chairperson
EW:dr
ce`^N s�i
z7 _s>i
`l ✓o u� 0�
S 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074
TELEPHONE (860) 644-2511
October 29, 2004
Design Professionals. inc.
165 South Satellite Road
South Windsor, CT 06074
Attn: Galen Demprebon
RE: Metals Testing Company
80 Kimberly Drive
South Windsor, CT 06074
Dear Mr. Semprebon:
The South Windsor Water Pollution Control Authority, at its regular meeting of October 5, 2004, gave
approval for the connection to the Town's sewerage system ofcommercial buildings located at 80
Kimberly Drive, South Windsor, CT as more specifically shown on plans entitled ",Metals Testing
Company - Topographic Map" prepared by Design Professionals. Inc., Project No. 04-I908, Drawing
1•!o(s) 4. dated 8-12-04, revised 9-14-04, and subject to the following conditions:
t. Connection to be used for bathroom facilities only.
2. Technical approval ofthe Town Engineering Department.
3. Final Authority approval and acceptance ofthe 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 ofthe Town staffthat said sanitary sewer line was installed in substantial conformance
with the design plans previously approved by the Authority, and meeting all "fo%%n regulations and
appropriate technical specifications relating to sanitary sever construction. -
This approval letter must be superimposed on the final approval plans.
Vcr% truly yours..
Joleph J. Cafino, Chairman
Water Pollution Control Authority
JC:dd
Cc: Matthew Galligan, Town Manager
Michael J. Gantick. Director of Public Works
NOTES: Jeff Doolittle, Tone En.-ineer
Marcia Banach, Director of Planning -
Chris Dougan, Chief Building Inspector
1. LOTS 10 & 10A TO BE CONSOLIDATED. Robert Delisle. Delisle, Inc.
2. LOT 10 AREA IS 60,084 S.F.
LOT 10A AREA IS 43,559 S.F.
TOTAL LOT AREA AFTER CONSOLIDATION WILL BE 103,644 S.F./2.3 AC.
3. HORIZONTAL DATUM BASED ON NAD27.
4. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
5. PARCEL IS ZONED INDUSTRIAL "I" PER THE TOWN OF SOUTH
WINDSOR ZONING MAP.
6. PROPERTY IS LOCATED IN ZONE X - AREAS DETERMINED TO BE
OUTSIDE 500-YEAR FLOODPLAIN PER FIRM FLOOD INSURANCE RATE
MAP COMMUNITY PANEL NUMBER 090036 0001 D MAP REVISED:
FEBRUARY 23, 2001.
7. NO WETLANDS LOCATED ON SITE PER WETLANDS SOIL SCIENTIST
JOHN IANNI, HIGHLAND SOILS, MARCH 9, 2004.
MAP REFERENCES:
1. FITCH MEADOW -A PLANNED COMMUNITY LOTS 8-28, 32 & 33
EXHIBIT A-3/PHASE II & IIA SHEET 1 OF 1; C&C DEVELOPERS, LLC;
MARSH ENTERPRISES, LLC, J.V.; JOHN FITCH BOULEVARD, ROUTE 5, SOUTH
WINDSOR, CONNECTICUT, SCALE 1 "=40'; DATE: 8-08-97
BY J.R. RUSSO & ASSOCIATES.
2. PROPERTY SURVEY PREPARED FOR ANDRE L. CHARBONNEAU & ANDRE K.
CHARBONNEAU, SANDRA DRIVE, SOUTH WINDSOR, CONNECTICUT; SHEET 1 OF 1
SCALE 1 "=40'; DATE: 6-19-97 BY J.R. RUSSO & ASSOCIATES.
3. AS BUILT PLAN METALS TESTING COMPANY, 80 KIMBERLY DRIVE, SOUTH
WINDSOR, CONN.; SCALE 1"=40'; DATE: 6-11-90 REVISED: 7-17-90
BY DOUGLAS PRIOR SURVEYOR.
4. GRADING, UTILITY AND E & S PLAN PREPARED FOR METALS TESTING COMPANY,
KIMBERLY DRIVE, SOUTH WINDSOR, CONNECTICUT, SHEET 3 OF 4, SCALF_:1"=40';
DATE: 7-21-89; BY DESIGN PROFESSIONALS, INC. JOB NO: 89-413.
5. SUBDIVISION PLAN RESUBDIVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH
WINDSOR, CONNECTICUT, SHEET 3 OF 11; SCALE: 1"=40'; DATE: 4-13-87;
BY PALMBERG & RUSSO.
o II a
'
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
REVISIONS
m
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
3
12-09-04
REVISE BUILDING DIMENSION
RAM
2
11-16-04
ADD APPROVAL LETTERS
RAM
CONSTRUCTION.
1
9-8-04
ADD CONC. PADS
RAM
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
N/F
ANDRE L. & ANDRE X.
CHARBONNEAU
e
1
MON. \
' L=22.39
T=12.01
MON.
// REM(
^ BIT.
/ O /
STRIPE E
RKI G TO
E H.C. S
S REQL
MON.
/ R-25.00
/ Ta25.00
MON.
111 s s6'3.9_ 7- E V/
/ MON.WATERE ENT O
MON. \ OjQ/ \ \ LZl rn
QS // \\�! �T.6185
\
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS
SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
RICHARD P. MARTEL
12882
LIC. No.
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
B £
N/F
LAURIE J.
Tr+'ARAHTAIfT
?0
/®4F
JI / \
N/F
H MEAD
N/F
EDUARDO S. &
SANDRA P.
rA
r
-SHED TO BE REMOVED
IN PHASE I
N / N/F
/ yry
/ LINBOB, LLC
/ LOT 11
MON.
PUD
N/F
SYM
UZZAMAN
S£T
N/F
DONALD
SFREDDO N/F
/P.A4UL S. JR. &
ROSALIE
N/F
LINBOB, LLC
LOT 11A
Tel. 860 •291 • 8755
Fax 860.291.8757
Kfesign
rlof essionals, Inc.
civil engineers • planners surveyors
■
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
N/F
MARK A. &
BETH DAITCH
N/F
BARBARA A.
SEMINO
EASEMENTS
GRANTOR
GRANTEE
DATED
WATER MAIN EASEMENT
N/F METALS TESTING
CONNECTiCUT WATER COMPANY
11/12/84
LEGEND -
0
EXISTING
IRON PIN
o
EXISTING
MONUMENT
®
EXISTING
CATCH BASIN
®
EXISTING
SANITARY MANHOLE
- -
EXISTING
WATER MAIN AND HYDRANT
®
DUMPSTER
PAD
- - - -
EXISTING
EASEMENT BOUNDARY
OWNER APPLICANT:
MR. ROBERT DELISLE
DELISLE, INC.
d/b/a METALS TESTING COMPANY
80 KIMBERLY DRIVE
P.O. BOX 69
SOUTH WINDSOR, CT 06074
TEL: (860) 289-8225
PROPERTY SURVEY RESURVEY PREPARED FOR:
PUT PL AH METALS TESTING COMPANY
DESIGN. RAM I DRAWN: RAM I CHECKED: RPM
✓oB No.: 04-1908 DA rE• 8-12-04
DRAWING NO.: server/jobs/1908/1908-2
C®NMICCTU CUT
SHEET
A."
N OTES:
1. LOTS 10 & 10A TO BE CONSOLIDATED.
2. LOT 10 AREA IS 60,084 S.F.
LOT 10A AREA IS 43,559 S.F.
TOTAL LOT AREA AFTER CONSOLIDATION WILL BE 103,644 S.F./2.3 AC.
3. HORIZONTAL DATUM BASED ON NAD27.
4. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
5. PARCEL IS ZONED INDUSTRIAL "I" PER THE TOWN OF SOUTH
WINDSOR ZONING MAP.
6. PROPERTY IS LOCATED IN ZONE X - AREAS DETERMINED TO BE
OUTSIDE 500-YEAR FLOODPLAIN PER FIRM FLOOD INSURANCE RATE
MAP COMMUNITY PANEL NUMBER 090036 0001D MAP REVISED:
FEBRUARY 23, 2001.
7. NO WETLANDS LOCATED ON SITE PER WETLANDS SOIL SCIENTIST
JOHN IANNI, HIGHLAND SOILS, MARCH 9, 2004.
8. NO NEW WATER, FIRE OR GAS LATERALS PROPOSED. PROPOSED BUILDINGS
WILL BE CONNECTED TO SERVICES THROUGH EXISTING BUILDING.
LEGEND
®
EXISTING IRON PIN
a
EXISTING MONUMENT
_ =91= =
EXISTING CATCH BASIN AND PIPE
-
PROPOSED CATCH BASIN AND PIPE
EXISTING SANITARY MANHOLE AND PIPE
EXISTING WATER MAIN AND HYDRANT
- S -
SANITARY LATERAL
- F -FOUNDATION
DRAIN
®
DUMPSTER PAD & SHRUB ENCLOSURE
- 9�0- -
EXISTING CONTOUR
--[0:3-
PROPOSED CONTOUR
X61.95
EXISTING SPOT GRADE
®
PROPOSED SPOT GRADE
SURFACE DRAINAGE FLOW DIRECTION
O
PROPOSED SANITARY CLEANOUT
EXISIING TREELINE
PROPOSED TREELINE
- - -
EXISTING EASEMENT BOUNDARY
MAP REFERENCES:
1. FITCH MEADOW -A PLANNED COMMUNITY LOTS 8-28, 32 & 33
EXHIBIT A-3/PHASE II & IIA SHEET 1 OF 1; C&C DEVELOPERS, LLC;
MARSH ENTERPRISES, LLC, J.V.; JOHN FITCH BOULEVARD, ROUTE 5, SOUTH
WINDSOR, CONNECTICUT, SCALE 1"=40'; DATE: 8-08-97
BY J.R. RUSSO & ASSOCIATES.
2. PROPERTY SURVEY PREPARED FOR ANDRE L. CHARBONNEAU & ANDRE K.
CHARBONNEAU, SANDRA DRIVE, SOUTH WINDSOR, CONNECTICUT; SHEET 1 OF 1
SCALE 1"=40'; DATE: 6-19-97 BY J.R. RUSSO & ASSOCIATES.
3. AS BUILT PLAN METALS TESTING COMPANY, 80 KIMBERLY DRIVE, SOUTH
WINDSOR, CONN.; SCALE 1 "=40'; DATE: 6-11-90 REVISED: 7-17-90
BY DOUGLAS PRIOR SURVEYOR.
4. GRADING, UTILITY AND E & S PLAN PREPARED FOR METALS TESTING COMPANY,
KIMBERLY DRIVE, SOUTH WINDSOR, CONNECTICUT, SHEET 3 OF 4, SCALE:1"=40';
DATE: 7-21-89; BY DESIGN PROFESSIONALS, INC. JOB NO: 89-413.
5. SUBDIVISION PLAN RESUBDIVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH
WINDSOR, CONNECTICUT, SHEET 3 OF 11; SCALE: 1"=40'; DATE: 4-13-87;
BY PALMBERG & RUSSO.
N/F
ANDRE L. & AND*PE K.
CHARBONNEAU
PROPOSED
CAPE COD BERM CURBING
(SEE DETA,1L) _
PROP. DUMPSTER
W/PAD & SCREENING
EXTE
P 02
TF.=71.59
\
2.fo
1
I F.L.=58.63
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C.0
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f /N✓.
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a
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MON. ///
=15.00
L 22.39
12.01 )
r
MON.
MON
`
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4
IM
N/F
N/F T..1T► d"ITT 1 rT1 ♦ T
! Au= J. / V 11 116-In MPJPJJv
EBRAEMW9
N
EDUARDO S. &
�iQ SANDRA P. -
E ? 4pN� GIL
�pNE'
1 ?
\ \ PROPOSED TREELINE
` \ X 81.00
\ 1 \ SO
r\ '
N 1 '
/ X 0LA19
7
4 74. 1
2 0 -
Pew _ INSTALL STUB r
'F FUTURE 1 d
7 3 EXTENSION
t
7 \ IN .7y5
q C�S 74.0
ED LEAKOFF - 74.
n qpopoS�r .3
.A 89 A 7
�1.
O x7 OOT Amy _ 12'x14' 0.H�
76.00 DOOR 4BOX TRUKS) /
ROOF -INl!61.6 \
ADER
,10'x10' O.H.
Ve /0.. DDOR-7
F 0.37 =_Ox - -
in ON. F - �� 00
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� BAYSAVE � � k-t�.3 � 76a f
4
A` / w DETAIL // 6 P v
O// C OOF oR/1M'/ 10'x10' O.H. DOD
/Q/ DD'L PAVEME T /r (TRACTOR TRAILER
�iA I
//
/o P LOT AREA
/�r Q/ / _ / y ,�� QQo 103,644 S.
sM. WATER - \ \ 2.3 AC.
2S \ h
P RKING
NE H.C. STALL�� EXISTING BUILDING
AS REQUIRED �\ , V� a
FF = 76.0
MON.Ece
TF:68.56
//f=3927
25.06/ FL:64.47
EC8 l 4g S
T.
b9.04 / �� / �vp \TF9.97 ROP. 5
CONC. WALK Q
/ / // \ � \ �1S•- Ne3\boo. � � °' /
E. S M.H.
MON, a /1/ \ T\C 1 \ �`C, S p �Q�HOLDING TAN
MON. \ 9\TAp � S
O�T.F.=75.91 r!
S 86 3967" E
1t2 SAMPLING TANK
MON. \ \ /�/ \ FOp\ WATER EASE ENT--
SF.L.=72'�O`
`� dwal S8'.18+ E.SM.H.
MON. \ Q \ \ \ Lo / TF.=74.81
l \ \ \ \ A'61.8S J_F.L.=72.00 ry
T.F.=71.24
\ \ y F.L.=58.42
01 111
zz
m
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
REVISIONS
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
2
12-09-04
REVISE BUILDING DIMENSION
RAM
CONSTRUCTION.
1
9-14-04
PER TOWN COMMLNTS
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
RAM
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS
SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
RICHARD P. MARTEL
12882
LIC. No.
MON.
/t
MON.
i
/
EXISTING
C. PAD
4" PVC
i O S=1.Ox
SDR-35 O s l.Ox
EX. C8
MUL)
TF:75.00
FL: 71.75
N/F
LINBOB, LLC
LOT 11
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
N/F
SYED
UZZAMAN
N/F
PAUL S. JR. do
C.RosALIE
mo
N/F
DONALD
SFREDDO
N/F
MARK A. &
BETH DAITCH
Tel. 860 •291 • 8755
Fax 860.291.8757
esign Crofessionals, inc.
civil engineers + planners surveyors
■
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
N/F
BARBARA A.
SENNO
TOPOO GRAPHIC F'LANI
DESIGN: RAM I DRAWN.• RAM I CHECKED: GBS
.IoB No.: 04 -1908 1 DA TE• 8-12- 04
DRAWING No.: server/jobs/1908/1908-3&4
OWNER APPLICANT:
MR. ROBERT DELISLE
DELISLE, INC.
d/b/a METALS TESTING COMPANY
80 KIMBERLY DRIVE
P.O. BOX 69
SOUTH WINDSOR, CT 06074
TEL: (860) 289-8225
PROPERTY SURVEY RESURVEY PREPARED FOR: SHEET
METALS TESTING COMPANY 3
00 DUMB ERR Y DRUVE 6
SOUTH
WllNDS®R CNMCnUT
NOTES:
1. LOTS 10 & 10A TO BE CONSOLIDATED.
2. LOT 10 AREA IS 60,084 S.F.
LOT 10A AREA IS 43,559 S.F.
TOTAL LOT AREA AFTER CONSOLIDATION WILL BE 103,644 S.F./2.3 AC.
3. HORIZONTAL DATUM BASED ON NAD27.
4. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
5. PARCEL IS ZONED INDUSTRIAL "I" PER THE TOWN OF SOUTH
WINDSOR ZONING MAP.
6. r %Vrlr-RT Y IZ LUk AlEU TIN L'.VIVE X - AREAS OtItRIVIINED IU tit
OUTSIDE 500-YEAR FLOODPLAIN PER FIRM FLOOD INSURANCE RATE
MAP COMMUNITY PANEL NUMBER 090036 0001 D MAP REVISED:
FEBRUARY 23, 2001.
7. NO WETLANDS LOCATED ON SITE PER WETLANDS SOIL SCIENTIST
JOHN IANNI, HIGHLAND SOILS, MARCH 9, 2004.
8. NO NEW WATER, FIRE OR GAS LATERALS PROPOSED. PROPOSED BUILDINGS
WILL BE CONNECTED TO SERVICES THROUGH EXISTING BUILDING.
9. PROPOSED TOPOGRAPHY SHOWN ON PHASE I TOPOGRAPHIC PLAN
(SHT 3 OF 6) IS REPRESENTED AS EXISTING TOPOGRAPHY ON THIS PLAN
FOR CLARITY 01l0D0SES.
LEGEND
0
EXISTING IRON PIN
o
EXISTING MONUMENT
_ =171-- =
EXISTING CATCH BASIN AND PIPE
=n-
PROPOSED CATCH BASIN AND PIPE
•�
EXISTING SANITARY MANHOLE AND PIPE
EXISTING WATER MAIN AND HYDRANT
- S -
SANITARY LATERAL
- F -
FOUNDATION DRAIN
®
DUMPSTER PAD & SHRUB ENCLOSURE
- -
EXISTING CONTOUR
-®-
PROPOSED CONTOUR
X61.95
EXISTING SPOT GRADE
®
PROPOSED SPOT GRADE
SURFACE DRAINAGE FLOW DIRECTION
o
PROPOSED SANITARY CLEANOUT
^^""'^^
EXISTING TREELINE
PROPOSED TREELINE
- - -
EXISTING EASEMENT BOUNDARY
MAP REFERENCES:
1. FITCH MEADOW -A PLANNED COMMUNITY LOTS 8-28, 32 & 33
EXHIBIT A-3/PHASE II & IIA SHEET 1 OF 1; C&C DEVELOPERS, LLC;
MARSH ENTERPRISES, LLC, J.V.; JOHN FITCH BOULEVARD, ROUTE 5, SOUTH
WINDSOR, CONNECTICUT, SCALE 1 "=40'; DATE: 8-08-97
BY J.R. RUSSO & ASSOCIATES.
2. PROPERTY SURVEY PREPARED FOR ANDRE L. CHARBONNEAU & ANDRE K.
CHARBONNEAU, SANDRA DRIVE, SOUTH WINDSOR, CONNECTICUT; SHEET 1 OF 1
SCALE 1 "=40'; DATE: 6-19-97 BY J.R. RUSSO & ASSOCIATES.
3. AS BUILT PLAN METALS TESTING COMPANY, 80 KIMBERLY DRIVE, SOUTH
WINDSOR, CONN.; SCALE 1"=40'; DATE: 6-11-90 REVISED: 7-17-90
BY DOUGLAS PRIOR SURVEYOR.
4. GRADING, UTILITY AND E & S PLAN PREPARED FOR METALS TESTING COMPANY,
KIMBERLY DRIVE, SOUTH WINDSOR, CONNECTICUT, SHEET 3 OF 4, SCALE:1"-40';
DATE: 7-21-89; BY DESIGN PROFESSIONALS, INC. JOB NO: 89-413.
5. SUBDIVISION PLAN RESUBDIVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH
WINDSOR, CONNECTICUT, SHEET 3 OF 11; SCALE: 1"=40'; DATE: 4-13-87;
BY PALMBERG & RUSSO.
o II o
zz
m
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
REVISIONS
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
2
12-09-04
REVISE BUILDING DIMENSION
RAM
CONSTRUCTION.
1
9-14-04
PER TOWN COMMENTS
RAM
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
4 N/ N/F
<EBP.AHW
IE J. FITCH MEADO PUD
N%F
EDUARDO S. &
,P To �iQ SANDRA P.
8E SE l�NF GIL
N
SYED
UZZAMAN N F
Ss>.�
_ 4 . DONALD
1jS4j ?� SFREDDO NIF
\ PAUL S. JR. &
- - _ PROPOSED TREELINE ` \\ \ ROSALIE
,P ro GIANSIRACUSA
£SET /
PAVED LEAKOFF
74.
PCL-C63 ,
TF 73. , 9
FL 15` =69. i 74. `
/
,gyp 70 LF - 4" PVC O
ANDRE L. & ANDRE X. �� R-35 ® S_ 5X INV:72.65
CHARBONNEAU 75' ,
74.00
04 3
PROPOSED TREELINE i 3.80 Spgr�OV,
�ti27 2 1�3 LF
CAPE COD BERM CURBING `
(SEE DETAIU - _ d ''L 8 ADS`1 �. ' 1R _N �� s•�m°'i - oz _ \\ /
T.F.=71.24
F.L. =5B. 42
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS
SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON
RICHARD P. MARTEL
12882
LIC. No.
SDR-35 D .S=1.OX
N/F
LINB OB, LLC
LOT 11
MON.
GRAPHIC SCALE
40 0 20 40 80
tIN EM
>
1 inch = 40 ft.
N/F
MARK A. &
BETH DAITCH
Tel. 860.291.8755
Fax 860.291.8757
&esign
rofessionals, Inc.
civil engineers • planners surveyors
■
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
NIF
BARBARA A.
SEMINO
70,110or-10GRAPRC PLAN
PHASE 2
DESIGN: RAM DRAWN.' RAM I CHECKED: G8:
✓oB No.: 04-1908 1DA 7F.- 8-12- 04
DRAWING No.: server/iobs/1908/1908-3&4
OWNER/APPLICANT:
MR. ROBERT DELISLE
DELISLE, INC.
d/b/a METALS TESTING COMPANY
80 KIMBERLY DRIVE
P.O. BOX 69
SOUTH WINDSOR, CT 06074
TEL: (860) 289-8225
PROPERTY SURVEY RESURVEY PREPARED FOR:
METALS TESTING COMPANY
CONN EMcCUT
II�
U
SHEET
Vlo
NOTES:
1. TOTAL LOT AREA AFTER CONSOLIDATION: 103,644 S.F./2.3 AC.
2 PnP170NITAI nATIIAA RACcn nnI KIAMn-7
.�� vrllvlvl vr'1.JL.V vIV IN1iVL/.
3. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
4. PARCEL IS ZONED INDUSTRIAL "I" PER THE TOWN OF SOUTH
WINDSOR ZONING MAP.
5. PROPERTY IS LOCATED IN ZONE X — AREAS DETERMINED TO BE
OUTSIDE 500—YEAR FLOODPLAIN PER FIRM FLOOD INSURANCE RATE
MAP COMMUNITY PANEL NUMBER 090036 0001 D MAP REVISED:
FEBRUARY 23, 2001.
6. NO WETLANDS LOCATED ON SITE PER WETLANDS SOIL SCIENTIST
JOHN IANNI, HIGHLAND SOILS, MARCH 9, 2004.
SOILS
NnA - Ninigret Fine Sandy Loam, 0-3% slopes, rapidly permeable, coarse texture,
moderately well drained, lower subsoil saturated in very wet seasons
SsA - Sudbury Fine Sandy Loam, 0-3% slopes, rapidly permeable, seasonal high water
table, medium to moderately coar-e textured
WdA - Walpole Sandy Loom, 0-3% slopes, slow to very slow runoff, seasonal high water
table, poorly drained, moderate to rapid permeability
WvC - Windsor Loamy Fine Sand, 8-15% slopes, extremely droughty, unprotected slopes
subject to water and wind erosion, excessively drained, rapidly permeable
NOTE: SOILS NOTED FROM SOIL SURVEY, HARTFORD COUNTY BY USDA SOIL CONSERVATION
SERVICE, SERIES 1958, NO. 14 ISSUED FEBRUARY 1962 ARE APPROXIMATE.
LEGEND
0
EXISTING IRON PIN
o
EXISTING MONUMENT
_ =M= =
EXISTING CATCH BASIN AND PIPE
=
PROPOSED CATCH BASIN AND PIPE
EXISTING SANITARY MANHOLE AND PIPE
EXISTING WATER MAIN AND HYDRANT
— S —
SANITARY LATERAL
— W —
WATER LATERAL
— G —
GAS SERVICE
®
DUMPSTER PAD
- 849- -
EXISTING CONTOUR
--L-8-jL-J-
PROPOSED CONTOUR
Y~ ^^ EXISTING TREELINE
PROPOSED TREELINE
— — — EXISTING EASEMENT BOUNDARY
-- - --� SILT FENCE
�-' �• SOILS
MAP REFERENCES:
1. FITCH MEADOW —A PLANNED COMMUNITY LOTS 8-28, 32 & 33
EXHIBIT A-3/PHASE II & IIA SHEET 1 OF 1; C&C DEVELOPERS, LLC;
MARSH ENTERPRISES, LLC, J.V.; JOHN FITCH BOULEVARD, ROUTE 5, SOUTH
WINDSOR, CONNECTICUT, SCALE 1"=40'; DATE: 8-08-97
BY J.R. RUSSO & ASSOCIATES.
2. PROPERTY SURVEY PREPARED FOR ANDRE L. CHARBONNEAU & ANDRE K.
CHARBONNEAU, SANDRA DRIVE, SOUTH WINDSOR, CONNECTICUT; SHEET 1 OF 1
SCALE 1 "=40'; DATE: 6-19-97 BY J.R. RUSSO & ASSOCIATES.
3. AS BUILT PLAN METALS TESTING COMPANY, 80 KIMBERLY DRIVE, SOUTH
WINDSOR, CONN.; SCALE 1 "=40'; DATE: 6-11-90 REVISED: 7-17-90
BY DOUGLAS PRIOR SURVEYOR.
4. GRADING, UTILITY AND E & S PLAN PREPARED FOR METALS TESTING COMPANY,
KIMBERLY DRIVE, SOUTH WINDSOR, CONNECTICUT, SHEET 3 OF 4, SCALE:1"=40';
DATE: 7-21-89; BY DESIGN PROFESSIONALS, INC. JOB NO: 89-413.
5. SUBDIVISION PLAN RESUBDIVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH
WINDSOR, CONNECTICUT, SHEET 3 OF 11; SCALE: 1 "=40'; DATE: 4-13-87;
BY PALMBERG & RUSSO.
oil n
z
m
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
_ REVISIONS
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
2
9-14-04
PER TOWN COMMENTS
RAM
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
1
9-8-04
REVISE SILT FENCE/TREELINE
RAM
NO.
DATE
DESCRIPTION
BY
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
r
/ MON.
/16, 77 7 e7 E
1
1
1 1
r 'fir►
N/F
ANDRE L. & ANDRE K.
CHARBONNEAU
1n\T -
PROPOSED TREELINE—N
MON.
N/F
LAURIE J.
EBRAHIMI
THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE
40 0 20 40 80
EROSION CONTROL ONLY, AND IS NOT T
BE USED FOR UTILITIES CONSTRUCTION. 1 in`INS'
ch = 40 !t.
N/F
ITCH MEADO
N/F
EDUARDO S. &
SANDRA P.
�� GIL
PROPOSED TREELINE.
SDR-35 ® S=1.0%
SILT FENCE (TYP.)
N/F
LINBOB, LLC
LOT 11
OWN
N/F
SYED /
UZZAMAN N/F
DONALD
SFREDDO
N/F
PAUL S. JR. &
`
ROSALIE
,P TO
GIANSIRACUSA,
o
-' SILT FENCE �(,TYP.),P\
N/F
MARK A. &
BETH DAITCH
N/F
BARBARA A.
SEMINO
Tel. 860.291 • 8757 SEDQIAENT ,, �,,,, � N n EROS_ ,•„ H
Fax 860.291 • 8757 � ��-�U
e�1gn c�o��o� PLAN
Pofessionais Inc. N
® DESIGN: RAM DRAW(- RAM CHECKED: GBS
civil engineers .planners .surveyors
landscape architects • gis • gps ✓OB NO.: 04-1908 DATE.• 8-12-04
165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING
�.. NO.: server/jobs/1908/1908-5
OWNER/ APPLICANT:
MR. ROBERT DELISLE
DELISLE, INC.
d/b/a METALS TESTING COMPANY
80 KIMBERLY DRIVE
P.O. BOX 69
SOUTH WINDSOR, CT 06074
TEL: (860) 289-8225
PROPERTY SURVEY RESURVEY PREPARED FOR:
METALS TESTING CC1141PA.1VY
00 KEMB ER LAY DIRRVE
SOUTH WHMSOR., C®NMC 1L HCUT
SHEET
5,
I
ANGLE POSTS 1• SET POSTS AND
5' UPSLOPE EXCAVATE A 6"x6" TRENCH
FOR STABILITY POST UPSLOPE FROM POSTS. SILT
AND SELF- FENCING
CLEANING.
FABRIC3. ATTACH FILTER
FABRC� IT INTO THEWOODEN
TPOSTS RENCHAND EXTEND
2. STAPLE THE SILT
FENCING TO THE
END OF THE POST
4. BACKFlLL THE
TRENCH AND COMPACT
THE EXCAVATED SOIL
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
N.
4 13/16" 3'-1 3/4--
STANDARD PRECAS
CONCRETE UNIT
F2-8
� Q
zo
0 w 7 5/8"
SECT ION A -A
10 13/16" s
FINISHED GRADE 5"
- 4 13/16"
1'-8 3/8" , ,5"
3" MIN
10
BRICK LEVELERS
i
o I
1'-8 3/8"
2:
iv
t 2
xt w¢ a
2"
W
7 13/16"
~
F�
CLASS 'C' CONCRETE
OR PRECAST UNIT
SECTION B-B
Q]
NOTES.
1. ALL EXTERIOR WALLS OF CATCH
BASIN WILL BE FACED, PAINTED
AND GROUTED WITH CEMENT.
-
2. LADDER RUNGS SHALL BE PRO-
VIDED IN CATCH BASIN WHERE
A
HEIGHT OF STRUCTURE EXCEEDS
8 FEET.
0
3. IN SANDY SOILS APPLY DAMP-
0
o
PROOFING ON ALL FOUR WALLS.
4. RED BRICK NOT TO BE USED.
5. WHERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
_
THE UNIT SHALL BE AT LEAST
Imo---
f
6" BELOW THE BOTTOM OF THE
- 5
4" -+I
PIPE OUTLET FROM THE CATCH
M
BASIN.
6. WHERE MASONARY CONCRETE UNITS
PLAN VIEW
CORBELLINGARE USED B
PERMTTED.MAX.. CORBEL 3".
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMITS.
7. ADJUST FRAME ELEVATION
WITH BRICKS 6" TO 12"
8. PROVIDE MINIMUM 2'-0" OF
COVER OVER PIPE AT BELLS
9. PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
TYPE 'C-L'
CATCH BASIN
not to scale
A
F
0
4'-4-
APPLICATION OF GRADE
V-7 3/8""
PVMT_ CROSS -SLOPE
o m- - T--
V -
W = N
to 1
O N O +11
Wzo
MvV)
25 =w
(n~U
z 9 z �-CLASS 'C' CONC. `a
OR
O =..
BLOCKECAST CONIC.
8" 3'-0" CLASS 'C' CONIC. 4'-0'
SECTION B-B SECTION A -A
TYPE 'C' CATCH BASIN
not to scale
NOTES:
1. ALL EXTERIOR WALLS OF CATCH
BASIN WILL BE FACED, PAINTED
AND GROUTED WITH CEMENT.
2. LADDER RUNGS SHALL BE PRO-
VIDED IN CATCH BASIN WHERE
HEIGHT OF STRUCTURE EXCEEDS
B FEET.
3. IN SANDY SOILS APPLY DAMP -
PROOFING ON ALL FOUR WALLS.
4. RED BRICK NOT TO BE USED.
5. WHERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
THE UNIT SHALL BE AT LEAST
6" BELOW THE BOTTOM OF THE
PIPE OUTLET FROM THE CATCH
BASIN.
S. WHERE MASONARY CONCRETE UNITS
ARE USED CORBELLING WILL BE
PERMITTED. MAX. CORBEL TO BE 3".
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMITS.
7. ADJUST FRAME ELEVATION
WITH BRICKS 6" TO 12"
8. PROVIDE MINIMUM 2'-0" OF
COVER OVER PIPE AT BELLS
S. PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
Z
-1'-1 5/8"� 4'-8 3/4"
BRICK LEVELERS -
o it a
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
zz
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
m
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
I IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO. I DA Tt
24'
Li Li U-P-11:11-Im
0 0 0 b O D
000 D O
0 0 0 13 O 6" CT D.O.T. 2" STONE TO BE PLACED
D 0 13 O z OCICIDDD OVER FILTER FABRIC MATERIAL
59
DDDDDD 1 NOTE:
o O D O 3 O 13 I SEE GRADING AND UTILITY
000 30DESHEET FOR PAVEMENT WIDTHS
D00 CD
000 00
ODCJD
DOD OD
D
EDGE OF PAVEMENT
THRU-STREET
ANTI -TRACKING APRON
N.T.S.
10"
z 1 /2" RADIUS
-1
m
SURFACE
COURSE
5.5"
1.5"
FINDER COURSE
12" --
1. CURBING MATERIAL TO BE CONN DOT
CLASS 3 BITUMINOUS CONCRETE.
2. CURBING TO BE LAID ON TOP OF
BINDER COURSE.
BITUMINOUS SLOPE CURBING
-CAPE CUD BERM CURBING-
N.T.S.
LAWN/
STREETS/
CROSS-COUNTRY
PAVED AREAS
STREETS/
LAWN/
PAVED AREAS
CROSS-COUNTRY
4' Min.
SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL
T-\
O
APPROVED GRANULAR NON -ORGANIC
BACKFlLL MATERIAL PLACED AND
Min.
77
j
12"
O
Q
COMPACTED IN ONE FOOT (MAX.) LIFTS
O.
12"
oz
O
C)O
a
.I -
Q
WARNING TAPE PER CONN. GENERAL
STATUTE 16-345,
-0.
AS AMENDED,
O
O
PLACED 12" (MIN.) TO 24" (MAX.)
O.
O
1
1
ABOVE THE TOP OF THE PIP!.
. .O '
0
O.
BANK RUN GRAVEL FILL
PLACED
O
.
0.
AND COMPACTED
0•
SAND BLANKET IN 6" LAYERS. NO
O
CLASS 'C' CONCRETE
STONE LARGER THAN
OR PRECAST UNIT
1-1/2". MATERIAL
'
12"
SHALL MEET D.O.T.
12"
. . ..
PIPE, AS SPECIFIED M.02.05
1/2 O.D.
PIPE
_
..
...
1 /2 O.D.
_
/-3/4"
BROKEN TRAPROCK
� �
I .••
` PIKE
1/PIPED
Q
T
4 Q 4
Q 4 Q
3/4" CRUSHED STONE BEDDING
1/PIPE.D.
d
d 4 d
MATERIAL IN ROCK EXCAVATION OR
AS DIRECTED BY THE
6" Min.
d Q 4 Q 4 Q a
4 a d
ENGINEER.
THE MATERIAL SHALL MEET D.O.T.
d Q 4 4
4 d d Q d
6" Min.
i 1
r -
M.01.01.21 FOR 3/4" STONE.
BACKFlLL 70 CENTERLINE OF PIPE
4 Q
_-.�-
�
WHEN USING POLYETHYLENE OR A.B.S PIPE.
f
O.D.
12" PIPE
12
12"
PIPE 12"
TYPICAL SANITARY SEWER TRENCH SECTION
NOT TO SCALE
CONCRETE OR
BRICK INVERT
B B
SECTION A -A
STANDARD M.H.
FRAME AND COVER
ADJUST TO GRADE WITH
MAX. OF FOUR COURSES
OF CONC. BRICK
a•-O"D
o
W
Z
4-0
f
L
16"TYP
5--ALUM.
SLAj L)
STEP
CK
t
w11
V)i
a
o
a A
4'-0" DIA
I
m _
<rz
4_
0 O
FLOW
PRECAST REINFORCED
CONCRETE MANHOLE
ECCENTRIC CONE
REINFORCED CONCRETE
MANHOLE SECTIONS WITH
"0 RING" JOINTS
5"
A REINFORCED CONCRETE
MANHOLE BASE
FLOW
14"X10" FORGED ALUMINUM
SAFETY RUNG MANHOLE
STEPS 16"O.C. TOP STEP
TO BE 4" BELOW FRAME
7 CONCRETE OR BRICK
MORTAR INVERT
6" 3/4" CRUSHED STONE FOUNDATION
SECTION B-B
REINFORCED PRECAST CONCRETE MANHOLE
not to scale
REVISIONS
DESCRIPTION
TYPICAL STORM DRAIN TRENCH SECTION
NOT TO SCALE
Wlr%TLJ VA0I['c
m
8" GRAVEL SUBBASE-/
BITUMINOUS CONCRETE PAVEMENT
N.T.S.
* - USE 2" CLASS 1 + 2" CLASS 2 AND 6" PROCESSED TAPROCK BASE
IN TRUCK DOCK AND MANEUVERING AREA.
VING
FLOW
a000o
L1000001
�000001�
FRAME & GRATE TO BE:
Le BARON FOUNDRY MODEL LAM264
OR APPROVED EQUAL
F4-
�24-1/
29-3/e -�
YARD DRAIN
FRAME & G7RATE
NOT TO SCALE 6" 3/4" CRUSHED STONE FOUNDATION
SECTION B-B
PRECAST STRUCTURE FOR YARDDRAIN
CAST -IN -PLACE 7" CONCRETE SLAB, 4000 PSI
IMPRINTED WITH COBBLESTONE PATTERN (PROVIDE
CONTRACTION JOINTS AT 15' SPACING)
WIDTH VARI
a:Q voyD v9. .
a .,Qa . �gbodo ;
6"x6" WIRE MESH
REINFORCEMENT PAVEMENT
PAVEMENT
8" COMPACTED PROCESSED GRAVEL
OVER COMPACTED SUBGRADE
IMPRINTED CONCRETE TEXTURED SURFACE SECTION
N TS
PROCESSED STONE
DUMPSTER PAD DETAIL
N.T.S.
NOT TO SCALE
DEDCDO
21 3/4"
DOE)o
�5 1/16"
8 1 /4•"
24 3/4"
RUNNING BOND
COBBLESTONE PATTERN
N TS
SECTION
A
YARD DRAIN
FRAME AND GRATE
(SEE DETAIL)
ia
ADJUST TO GRADE WITH
MAX. OF TWO COURSES
B
OF CONIC. BRICK
CONCRETE SLAB TOP
5"
REINFORCED CONCRETE
I w
MANHOLE SECTION WITH
"O RING" JOINTS
FLOW
FLOW
IA
4'-0" DIA
A REINFORCED CONCRETE
MANHOLE BASE
J
GYAI/CtJ nO a ne••
FILTER FABRIC
3/4" STONE EXTENDED 8"
BELOW FINISHED GRADE
4" PERFORATED PVC
HOLES DOWN
24"
CURTAIN DRAIN CONSTRUCTION DETAIL
not to scale
IN LINE CLEANOUT
TYPE I
NOT TO SCALE
PIPE SIZE PER PLAN
Tel. 860.291 - 8755
Fax 860.291 • 8757 ��� „ �� ^��
esign w (ram✓
Cprofessionals, inc.
civil engineers •planners •surveyors DESIGN. DRAWN. RAM CHECKED. GBS
landscape architects • gis • gps JOB NO.: 1908 DATE.• 8-12-04
1 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: g.•/jobs/1908/1908-6
CONSTRUCTION SEQUENCE
1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A
PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR.
2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
3. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING.
4. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS.
5. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION
OF ANY UTILITIES OR SIGNS. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND.
6. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING
AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES.
7. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS
AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY
AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR
LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF
DISTURBED AREAS.
8. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO
ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON KIMBERLY AND SANDRA
DRIVE WHERE NECESSARY TO PREVENT DUST BUILD-UP.
9. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM
SITE, NOT BURIED.
10. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION.
THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION.
BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455.
11. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR
AGENT AND THE DESIGN ENGINEER.
12. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS.
IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING.
13. INSTALL STORM DRAINAGE. PROTECT TOP OF EXISTING CATCH BASINS WITH
HAYBALES AND FILTER FABRIC AS SHOWN IN THE DETAILS. UNLESS OTHERWISE NOTED
OR SPECIFIED, ALL STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE
WITH THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND THE
STATE OF CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL
CONSTRUTION, FORM 814" OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS
THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF
CONNECTICUT DEPARTMENT OF TRANSPORATION STANDARD ROADWAY DETAILS.
14. PLACE PAVEMENT, CURBING, AND LOAM, SEED AND MULCH OR HYDROSEED ACCORDING
TO SEEDING SCHEDULE.
15. AFTER ALL SITE WORK IS COMPLETED, INCLUDING SPREADING OF TOPSOIL AND SEEDING,
THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL. STRUCTURES AND PIPES.
PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS
SHALL BE CLEANED BY MANUAL EXTRACTION OF ,'TION LINES AS NEEDED.
16. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS.
NOTE: CONSTRUCTION OF BUILDINGS TO COMMENCE ONCE GRADING OPERATIONS IN
AREAS OF FOUNDATIONS ARE COMPLETE. CONSTRUCTION OF FOUNDATIONS TO BE
COMPLETED AS PART OF OVERALL SITE WORK. COMPLETION OF PHASE II TO BE DONE
AS ECONOMIC CONDITIONS DICTATE,
ESTIMATED START DATE FOR CONSTRUCTION - FALL 2004
ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING 2005 (PHASE 1 ONLY)
SEDIMENTATION AND EROSION CONTROL NARRATIVE
1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE
INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL"
AS PUBLISHED BY THE SOIL
r CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN
IL SUITABLE PERMANENT'VEGETATION IS ESTABLISHED.LHIG UN I
2. ALL EROSION CONTROL MEASURES WILL BL CONSTRUCTED IN ACCORDANCE WITH THE
"GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR
SOIL AND WATER CONSERVATION.
3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO
2" x 2" x 36" WOODEN STAKES PER BALE.
4. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND.
5. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION
AS NECESSARY.
6. CONTRACTOR 1S RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION
CONTROL MEASURES SHOWN ON THESE PLANS, THIS RESPONSIBILITY INCLUDES IMPLEMENTATION
AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY
THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY.
7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION,
WHEREVER POSSIBLE.
8. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD
CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION
IS TO TAKE PLACE.
9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND
TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES:
MULCH: RATE:
HAY OR STRAW 90# / 1000 S.F.
TEMPORARY SEEDING: RATE:
PERENNIAL RYEGRASS 1.0# / 1000 S.F.
10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF
DEEMED NECESSARY OR ORDERED BY THE PROJECT LNGINEER OR THE PROPER LOCAL TOWN
AGENT.
11. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING
CONSTRUCTION.
12. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY
CONSTRUCTION ACTIVITY.
13. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL. BE PLACED OR COMPACTED
ON FROZEN GROUND.
MAINTENANCE AND OPERATION
THE FOLLOWING MAINTENANCE OPERATIONS WILL BE REQUIRED TO ENSURE THE
PROPER AND EFFICIENT OPERATION OF THE STORM WATER TREATMENT SYSTEM.
THE FOLLOWING MAINTENANCE SCHEDULE IS INTENDED TO BE A MINIMUM GUIDE, AND
ADDITIONAL INSPECTIONS AND MAINTENANCE MEASURES MAY BE REQUIRED FOLLOWING
LARGE STORM EVENTS THAT COULD CAUSE THE DEPOSITION OF EXCESS DEBRIS IN
THE SYSTEM.
CATCH BASINS: THE CATCH BASINS SHALL BE INSPECTED AT A MINIMUM BI-ANNUALLY.
THE SUMPS SHALL BE CLEANED WHEN THE DEPTH OF MATERIAL WITHIN THE SUMPS
REACHES 1'.
PAVEMENT SWEEPING: THE PARKING LOT SHALL BE SWEPT AT A MINIMUM OF ONCE
PER YEAR, IN THE SPRING BETWEEN APRIL 1 AND MAY 1.
BAYSAVER SEPARATION SYSTEM: THE BAYSAVER SHOULD BE INSPECTED QUARTERLY FOR
THE FIRST YEAR OF OPERATION AFTER STABILIZATION OF THE SITE TO DETERMINE THE
REQUIRED MAINTENANCE SCHEDULE. THE BAYSAVER SHALL BE CLEANED WHEN THE
SEDIMENT IN EITHER MANHOLE REACHES A DEPTH OF 2'. THE MAINTENANCE SHALL BE
DONE IN ACCORDANCE WITH THE BAYSAVER RECOMMENDATIONS AS CONTAINED IN THE
DETAIL SHEET.
DUMPSTER
/ SCREENING - SHRUBS
8" THICK CON(
DUMPSTER ENCLOSURE DETAIL
N.T.S. OWNER/APPLICANT:
MR. ROBERT DELISLE
DELISLE, INC.
d/b/a METALS TESTING COMPANY
80 KIMBERLY DRIVE
P.O. BOX 69
SOUTH WINDSOR, CT 06074
TEL: (860) 289-8225
PREPARED FOR: SHEET
METALS' TESTING COMPA.1VY
}��v}� 6
�® ��11?1lCe1N.L 1L Jll/R1i �Y lie
� S® �� coN 1jE1�ncu�
SOUTH Z6
REVISIONS
REV
DESCRIPTION
BY
DATE
APPROVED
1
I MODIFIED DIMENSIONS, BACKFILL MATERIALS, AND NOTES
I ELT
I 4/19/00
I TEP
A
30' HEAVY DUTY MANHDL.E
FRAME AND VENTED COVER
ANCHORED SECURELY IN PLACE
1
B
4
PIPE AA
HOPE REDUCER/ADAPTER
(SEE DETAI THIS SHEET)
PIPE X
SEPARATOR UNIT
SXhYTAM1NANT cma�rx uAUH c
PRECAST COHERE-tE STRUCTURE
WITH WATERTIGHT JOINTS TO THE
TOP OF THE MANHOLE
A
DUTY MANHOLE
VENTED COVER
SECURELY IN PLACE
3^- MINUS 5
FL ABLE ri1
SEPARA'
BAYSAVER; INC. - Ph: 301-829-6470 Fax:301-829-3747
1010 DEER 110I,I,OW DRIVE, MOUNT AIRY, MD 21771
TIIE BAYSAVER SEPARATION SYSTEM IS PROTECTED BY U.S. PATENT #5746911
HDPE-HDPE REDUCER DETAIL
FOR USE WITH HDP£/RCP OUTLET PIPES
NOT TO SCALE
A
CORRUGATED
HDPE PIPE
WATERTIGHT COUPLER
WATERTIGHT COUPLER
PLAN VIEW
4 CORRUGATIONS
SEPARATOR
ID
OUTLET
PIPE ID
SECTION AA
BAYSAVER MAINTENANCE
PRIMARY MANHOLE STORAGE MANHOLE
BAYSAVER SYSTEMS MUST BE INSPECTED AND MAINTAINED PERIODICALLY,
INSPECTION IS MADE BY CHECKING THE DEPTH OF SEDIMENT IN EACH
MANHOLE WITH A GRADE STICK OR SIMILAR DEVICE, MAINTENANCE IS
REQUIRED WHEN THE SEDIMENT DEPTH IN EITHER MANHOLE EXCEEDS 2
FEET. MINIMUM INSPECTION IS REQUIRED TWICE A YEAR TO MAINTAIN
OPERATION AND FUNCTION OF BAYSAVER.
MAINTENANCE CONSISTS OF THE FOLLOWING:
A. CONTAMINANT STORAGE MANHOLE
1. REMOVE THE ENTIRE VOLUME OF THE CONTAMINATED WATER BY
VACUUM TRUCK.
2. CLEAN THE MANHOLE WALLS AND FLUSH OUT THE MANHOLE USING A
HIGH PRESSURE HOSE AND REMOVE FLUSHING WATER BY VACUUM
TRUCK, MAKE CERTAIN MANHOLE IS CLEAN.
B. PRIMARY SEPARATION MANHO E
1. USING A SUBMERSIBLE PUMP, PUMP THE CLEAN WATER FROM THE
CENTER OF THE MANHOLE DIRECTLY INTO THE EMPTY STORAGE MANHOLE
UNTIL THE WATER LEVEL FALLS TO 1 FOOT ABOVE THE SEDIMENT LAYER.
2. REMOVE THE SETTLED SEDIMENT AND REMAINING WATER BY VACUUM
TRUCK.
3. CLEAN THE MANHOLE WALLS AND FLUSH OUT THE MANHOLE
USING A HIGH PRESSURE HOSE AND REMOVE FLUSHING WATER
BY VACUUM TRUCK. MAKE CERTAIN MANHOLE IS CLEAN.
4. CONTAMINATED MATERIAL REMOVED FROM THE MANHOLES
MUST BE DISPOSED OF RESPONSIBLY AND LEGALLY BY THE
OPERATOR OF THE VACUUM TRUCK.
Baysaver
Baysaver
Maximum
Maximum
Impervious
Separator
Manhole Sizes
Treatment
Treatment
Area
Unit
(prim. x stor.)
(cfs)*1
(gpm)*1
(acres)
1 K Boysover
48x48
2.4
1076
1.2
Separator
48x50
2.4
1076
1.4
48x72
2.4
1076
1.6
60x6O
2.4
1076
1.5
K s v
0
rx
4W41111
W/3//
7
s e
p r o r
9
1
4 1
8
ELEVATION U
NON—SMNK
INVERT AT
BAYSAVER INSTALLATION INSTRUCTIONS
C REDUCER/ADAPTER
1STEM1 PIPE
MAIL TFUS SHEM
PRIMARY MANHOLE
1. CALL UTILITY LOCATOR TO MAKE CERTAIN IT IS SAFE TO EXCAVATE.
2. STAKE OUT THE LOCATION OF THE PRIMARY AND STORAGE
STRUCTURES AND EXCAVATE THE HOLE. SLOPES MYST BE LAID BACK
OR SHORED AS REQUIRED. EXCAVATION MUST PROVIDE ADEQUATE
SPACE TO CONNECT INLET AND OUTLET PIPES TO SEPARATOR MANHOLE
AND THE BAYSAVER UNIT. INSTALL STRUCTURES ON SOLID SUBGRADE
AS DIRECTED BY A GEOTECHNICAL ENGINEER.
3. VERIFY THE SUBGRADE ELEVATION AGAINST THE MANHOLE
DIMENSIONS AND CONNECTING STORM DRAIN INVERTS. ADJUST BASE
AGGREGATE IF NECESSARY
4. INSTALL PRIMARY AND STORAGE MANHOLES. MAKE SURE THE BASES
ARE LEVEL AND THE STORAGE MANHOLE OPENINGS ARE ALIGNED WITH
THE SEPARATOR UNIT. INSTALL RUBBER GASKETS ON BASE UNITS AND
COAT WITH LUBRICATING GREASE. INSTALL ADDITIONAL MANHOLE
SECTIONS AS REQUIRED.
5. SEAL ALL LIFT HOLES ACCORDING TO APPLICABLE REGULATIONS.
6. BACKFILL BASE SECTIONS OF MANHOLES TO INVERT OF STORAGE
MANHOLE CONNECTING PIPES. USING APPROVED BACKFILL MATERIAL,
BACKFILL AND COMPACT IN LIFTS WHICH ALLOW FOR ACCEPTABLE
COMPACTION, BACKFILL AND COMPACTION SHOULD BE SUPERVISED BY A
GEOTECHNICAL ENGINEER, AND IS CRITICAL TO PREVENT FAILURE OF THE
SYSTEM.
7. INSTALL BAYSAVER SEPARATOR UNIT AND CONNECTING PIPES. SEAL
ALL CONNECTING JOINTS AND INSTALL REDUCER OR REDUCER/ADAPTER.
PROVIDE TEMPORARY :SUPPORTS AND HOLD—DOWNS AS NECESSARY TO
STABILIZE UNIT DURING REMAINING BACKFILL OPERATION.
8. BACKFILL SEPARATOR UNIT AND MANHOLES. AREAS NOT
ACCESSIBLE TO COMPACTION EQUIPMENT MUST BE BACKFILLED WITH 3/4"
MINUS STONE OR FLOWABLE FILL. CONCRETE BACKFILL IS NOT
ACCEPTABLE. STONE BACKFILL MYST BE PLACED CAREFULLY TO
PROVIDE SUITABLE BEDDING FOR THE BASAVER UNIT AND CONNECTION
PIPES. BACKFILL COMPACTION SHOULD BE SUPERVISED BY A
GEOTECHNICAL ENGINEER.
9. INSTALL AND SET MANHOLE COVER GRADE ADJUSTMENTS AS
NECESSARY.
10. INSTALL AND SET MANHOLE FRAME AND COVER UNITS.
11. FILL STRUCTURES WITH WATER.
12. THE SEPARATION MANHOLE AND THE STORAGE MANHOLE SHALL BE
CLEANED WHEN SEDIMENT CONTROL MEASURES ARE REMOVED AND THE
SITE IS PERMANENTLY STABILIZED. SEDIMENT AND DEBRIS MUST BE
DISPOSED OF PROPERLY.
GENERAL CONSTRUCTION NOTES
1K-1r
3K & SK-IS'
1K-
3K
OK-
1. ALL WORK MUST BE DONE WITH REGARD FOR THE SAFETY OF THE
CONSTRUCTION CREW.
2. ALL WORK AND MATERIALS MUST COMPLY WITH APPLICABLE STATE
AND LOCAL REGULATIONS.
3. KNOW THE LOCATION AND DEPTH OF ANY UNDERGROUND, UTILITIES
BEFORE EXCAVATION BEGINS.
NOTE:
BAYSAVERS ARE TO BE INSTALLED WITH THE
STORM DRAIN SYSTEM AND WILL FUNCTION
AS SECONDARY SEDIMENT CONTROL DEVICES.
UPON COMPLETION OF SITE STABILIZATION,
EACH BAYSAVER SYSTEM SHALL BE FLUSHED
CLEAN & THE MANHOLES CLEANED OUT AND
REFILLED WITH CLEAN WATER.
CISTANOt ACI
FERNOO NO. I SHEAR RINK
IKI
7.16'
I 1055-86 SR_27
3K
10.60'
1i1056-1010 SR 39
5K
12.73°
1004--1010 SR-44
13A Y 03 AVEI'D%_9 11114Ca
1010 DEER HOLLOW
NIT. AIRY, MD 21771
PIS: (301) 829.6470 FAX: (301)-829-3747
BAYSAVER STANDARD DETAIL SHEET
BAYSAVER SEPARAT ON SYSTEM
STANDARD DETAILS AND DIMENSIONS
DESIGNED: TEP DATE: 4/19/00
DRAWN: ELT SCALE: AS NOTED
CHECKED: TEP SHEEN": 1 OF 1
n
PARKING (PHASE ll)
TO BE LAWN IN PHASE I
N/F
ANDRE L. & ANDRE K.
CHARBONNEAU
PROPOSED TREELINE
/
LAWN SEEDING
AXTURE TYPE 1
/ F.• /70.37
166.5 -In . ... _. .
L: 65. ou
/
PCL —CB3
TF-73.40
FL(15,') 69. 6a�
FL (4 �— 71.10A
o,111
z
rn
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
REVISIONS
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
2
9-14-04
PER TOWN COMMENTS
RAM
CONSTRUCTION.
1
9-8-04
PER TOWN COMMENTS
RAM
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
< o,V
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-30OB-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE,
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MARTEL LIC. No.
N/F
D UIN A.LID
SFREDDO
�s
IN`TERPLANftD
LANDSCAPE PUFFER
10—PS `
> 'ROWN VETCH GRASS SEE `
SEE NOTE 11)
T / / v
C4 `
A L '` 6,
CONO
I'LINRO B LLC �,
// /' T 11 A
DNC. ,'PAd
/ / 1
PR-OPQSED TR€ELINE
1 r
jig
At
r
PLANT LIST
SYM.
QTY.
TECHNICAL NAME
COMMON NAME
SIZE
COMMENTS
MATURITY
HEIGHT/SPREAD
TREES
1 1 /2" CAL.
UK
2
CORNUS KOUSA
KOUSA DOGWOOD
1 1 /2" CAL.
B&B
20'/20'
PC
3
PYRUS CALLERYANA
CLEVELAND SELECT PEAR
2 1/2-3" CAL.
B&B
30'/20'
"CLEVELAND SELECT"
PS
10
PINUS STROBUS
EASTERN WHITE PINE
6' HT.
B&B
30'/30'
gHRI IRS
TM
6
TAXUS X MEDIA
VERMEULEN YEW
3'-4' HT.
CONT.(5' O.C.)
'VERMEULEN'
LAMDMA► M NOTES-
1 . ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED
RY OUIR,19.0 Q DCDDCCChIY'ATI\,C
u , ,i,YLI\ J I\LI" I\LJLIV IY\ 1VL.
2. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH, WATER AND MAINTAIN LAWN AREA
UNTIL ALL AREAS ARE STABILIZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. TOPSOIL SHALL BE LOAMY FRIABLE SOILS FREE OF SUBSOILS & ROCKS
GREATER THAN 3/4" AND OTHER DELETERIOUS SUBSTANCES, PH OF TOPSOIL SHALL BE BETWEEN 5.5 & 6.5.
PARTICLE DISTRIBUTION SHALL BE:
GRAVEL LESS THAN 10%
COARSE TO MEDIUM IZANIn zn.nr_w
J/l1YV .JVVJ/O
FINE SAND 5-20%
VERY FINE SAND 0-20%
SILT 15-25%
CLAY 15-25%
3. LAWN GRASS SEED MIXTURE:
A. SEEDING MIXTURE TYPE 1 (LAWN AREA):
BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE
CHEWINGS RED FESCUE 30% OF MIXTURE
PERENNIAL RYEGRASS 20% OF MIXTURE
APPLICATION RATE: 4.50 LBS PER 1000 S.F.
B. TEMPORARY VEGETATIVE COVER
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
PERENNIAL RYEGRASS 100%
APPLY ONE POUND PER 1,000 SO. FT. WITH WOOD HYDRO -MULCH AT 1200 LBS. PER ACRE.
4. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION.
5. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10
FALL - SEPTEMBER 15 TO NOVEMBER 15
6. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT
IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR GUARANTEE PERIOD.
7. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER.
8. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTINI-. BEDS.
9. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO:
A. BARK MULCH- 10%-12%
B. COURSE SAND- AS NECESSARY
C. CLAY LOAM TOP SOIL- AS NECESSARY
D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING
SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE:
A. GRAVEL -LESS THAN 10%
B. COARSE/MEDIAN SAND- 55%-65%
C. FIND TO VERY FINE SAND- 15%-25%
D. SILT- 107o-20%
E. CLAY- 15%-20%
10. SOIL AMENDMENTS:
A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE.
(I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE).
B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F.
OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION.
11. THE STEEP SLOPES (3H:1 V) PROPOSED ON THE EAST AND NORTH SIDES OF THE PROPERTY SHALL BE PLANTED WITH CROWN VETCH GRASS SEED.
SLOPE SEEDING MIXTURE:
LBS. PER ACRE
PENNGIFT CROWN VETCH 15
(WITH INOCULANT)
K-31 TALL FESCUE 15
CREEPING RED FESCUE 10
RED TOP 2
TOTAL: 42 LBS/ACRE
*NOTE: USE 4 TIMES THIS AMOUNT IF HYDROSEEDING
DO NOT HEAVILY PRUNE THE TREE AT PUNTING.
PRUNE ONLY CROSSOVER UMBS CO -DOMINANT
LEADERS AND BROKEN OR DEAD BRANCHES.
SOME MI'TRIOR TWIGS AND LATERAL BRANCHES
MAY BE PRUNED: HOWEVER DO NOT REMOVE
THE TERMINAL BIDS OF BILWCHES THAT
EXTEND TO THE EDGE OF THE CROWN.
STAKE TREES ONLY UPON THE APPROVAL
OF THE LANDSCAPE ARCHITECT
SEE STAKING DEFNL
AAPPROVAL 0 TRUNKS ONLY
MARK THE NORTH SIDE OF THE TREE_,_„_,
IN THE NURSERY, AND ROTATE TREE
TO FACE NORTH AT THE SITE WHEN EVER
POSSIBLE.
SET TOP OF ROOT FLUSH TO
GRADE OR 25-SD MM 1-2 IN.� 4C
HIGHER IN SLOWLY D NG SDILS
200 MM (8 IN.)
'iTTf"�
50 MM (2 IN. MULCH. DO NO PLACE
MULCH IN C04TACT WITH TREE TRUNK.
MAINTAIN THE MULCH WEED -FREE FOR
A MINIMUM OF ONE YEAR AFTER
PLANTING. +
NOTE: FOR DIMENSIONS OF
PLANTING AREAS TYPES OF SOIL
AMENDMENTS, 0 SOIL REPLACEMENT,
SEE "SOIL IMPROVEMENT DETAILS."
NOTES
,'� ; 100 MM 4 IN.) HIGH EARTH SAUCER
BEYOND EDGE OF ROOT BALL.
REMOVE ALL TWINE, ROPE AND WIRE, AND
BURLAP FROM TOP HALF OF ROOT BALL
IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND
THE ROOT BALL, CUT THE IRE ASKET IN FOUR PLACES
AND FOLD DOWN 200 MM 8 IN,� INTO PLANTING HOLE.
PLACE ROOT BALL ON UNEXCAVATED
OR TAMPED SOIL
TAMP SOIL AROUND ROOT BALL
BASE FIRMLY WITH FOOT PRESSURE
SO THAT ROOT BAIL DOES NOT SHIFT.
1. NO MULCH WITHIN 3" OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL.
2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.)
SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING.
B&B TREES IN ALL SOIL TYPES
Tel. 860 •291 • 8755
0 GRAPHIC SCALE Fax 860.291 • 8757 20 0 10 20 40 yesign
IN FM Cfrofessionals, inc.
1 inch = 20 ft. I civil engineers • planners *surveyors
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
N.T.S.
LANDSCAPE PLAN
DES/GN.• RLB 1 DRAW..- RAM I CHECKED.•
✓oB No.: 04-1908 IDA TE.• 8-12-04
DRAWAIG No.: ser'ver/lobs/1908/1908-L 1
3" HIGH EARTH SAUCER (TYP.)
3" SHREDDED BARK MULCH
REMOVE BURLAP AND TIES
FROM TOP 1/3 BALL
1" SHREDDED BARK MULCH
N :: 11 \ \\�'�%��'���' 12„ GROUND COVER BEDS
....... .. ' ' COMPACTED SUBGRADE (TYP.)
PLANTING SOIL MIXTURE (TYP.)
\�� I DEPTH - 12"(MIN.)
BALL DIAMETER
+ 12"
SHRUB PLANTING BEDS
N.T.S.
OWNER/APPLICANT:
MR. ROBERT DELISLE
DELISLE, INC.
d/b/a METALS TESTING COMPANY
80 KIMBERLY DRIVE
P.O. BOX 69
SOUTH WINDSOR, CT 06074
TEL: (860) 289-8225
PREPARED FOR:
META,LS TESTING COMPANY
ilb" f 1mI-31.31 iffiny Ir)Po1ka"'I
tCONM CTU CUT
SHEET
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1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
m
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NIF
ANDRE L. & ANDRE
CHARBONNEAU
PROPOSED TREELINE
66'N6" P. V.C. S=2.+
?pN�
Z, 4001�
Ile
O
REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-30OB-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No.
N/F
DONALD
SFREDDO
PROPOSED TREELINE
NIF
� L I N B 0 L L C
LOT 11A
CONC. PAD
Tel. 860.291 - 8755
GRAPHIC SCALE Fax 860.291.8757
20 0 10 20 40 esign
(INCprofessionals, inc.
1 inch = 20 ft. civil engineers •planners .surveyors
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
WALL PACK LIGHTING BY GARDCO LIGHTING OR APPROVED EQUAL
LIGHTING AT MANWAY (QTY 3):
MODEL 111 MINI SCONCE BY GARDCO LIGHTING
10OW HPS — MOUNTING HEIGHT 10 FEET
COLOR: BEIGE
LIGHTING AT OVERHEAD DOOR (QTY 1):
MODEL 141 PERFORMANCE SUPER SCONCE BY GARDCO LIGHTING
250W HPS --- MOUNTING HEIGHT 15 FEET
COLOR: BEIGE
INITIAL LAMP LUMNS FOR 250W HPS = 29,000
MAINTAINED FOOTCANDLES: 0.80
LIGHTING ON BUILDINGS (QTY 2): 1
MODEL 141 PERFORMANCE SUPER SCONCE BY GARDCO LIGHTING
40OW HPS — MOUNTING HEIGHT 18 FEET
COLOR: BEIGE
INITIAL LAMP LUMENS FOR 40OW HPS = 50,000
MAINTAINED FOOTCANDL`S: 0.80
DIMENSIONS 111 MINI SCONCE
5
L—r I
13.S7 cm
I
1 7•
12 30.79 $7.78 cm
an
MoMng Plate
Mounting Solt F"em
Note: Mounting plate center is located in the center of the luminalre width and 2.W above the luminaire bottom
(lens down position). Splices must be made in the J-box (by others). Mounting plate must be secured by max.
511 W diameter bolts (by others) structurally to the wall.
DIMENSIONS 141 PERFORMANCE SUPER SCONCE
9 5/8'
J24.45 cm
24 / 61 59cm t 3 61cm --H
loin Plate
I¢ 6 1/2'
0 16.61 cm 0
t
21/2'dra 4314•
8.4 cm 12.06 a
0
Note: Mounting plate center is located in the center of the luminalre width and 4.63" above the luminaire bottom
(tens down position). Splices must be made in the J-box (by others). Mounting plate must be secured by max.
5/16" diameter bolts (by others) structurally to the wail.
SITE LJG0fill PLAN
DESIGN.• RLB DRAWN.• RAM I CHECKED- GBS/RPM
✓os No.: 04-1908 DATE• 9-8-04
DRAWING NO.: server/iobs/1908/1908-LPI
OWNER/APPLICANT:
MR. ROBERT DELISLE
DELISLE, INC.
d/b/a METALS TESTING COMPANY
80 KIMBERLY DRIVE
P.O. BOX 69
SOUTH WINDSOR, CT 06074
TEL: (860) 289-8225
PREPARED FOR:
Fhuntbg l3dt Pattem
n
SHEET
METALS TESTING COMPANY I LIB 1
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