HomeMy WebLinkAbout05-41P_ANDRE CHARBONNEAU & SONS LOT 4_KIMBERLY DRIVEM^P%� ma IMALT
INFILTRA110N SYSTEM i�
SEVEN (7) STORMTECH N/F-85 54 56
-� SC-740 CHAMBERS •�
Andre K. Charbonneau L=82.47
' >1 BOT. ELEV.=64_00� CH=N8059'22" W,
f L--=U4 (l Y) 66.. l 74. 96
68
- - ,46'-15" CPEP-S _
Y - CONCRETE DUMPSTER PAD & -
' " rY 'FENCE •Inl/ PRIVACY SLATS S=0.5%
1 A: A I V KLU V koLK' `'' -,. .- S 1 UKIV ULLJ1 UK MUDEL 45U1
& 45' ELBOW TF=67.00
.� _,FL=62.28 (IN)
0 0 0 /o S/DEL/NE .. N °�'S »W k=Y62:0'3).kPyT)
6
8 z03. 9s',. _ - P I, L _ (SEE DETAIL)
66x4
12"X10" REDUCER
& 90' ELBOW
11'
5'X5' CONC.
LANDING, TYP.
i!1.21111
323-10" PVC SDR-35 PIPE �
S=0.5% MIN. o
70- - -
to • o
ROOF LEADERS APPROX. 32' O.0 o
o m
C
Z
•Cp m
N/F
Mack Properties, LLC
PROP. TRANSFORMER
ON CONC. PAD
FL=67.80
74 -
76 ---
55LF SEGMEN11AL BLOCK _
RETAINING WALL 78 --- -- - --
TO BE DESIGNED AND STAMPED
BY P.E. PRIOR TO 80 --- ---- - -- '
CONSTRUCTION 80 - ---- _.- ._
8' HANDICAP STALL W/ 8' �- - - -- -•. -'
AISLE, SYMBOL, & SIGN
GSE
APPRO.."". LOCATIO"dOF GAS AdAIN
7 -
'-15" CPEP-S
S=0.5%
CB#2
TF=66.60
.60 (6" & 10")
- FL=62.55(12")
FL=62.30 (15")
�VC SDR-36
S=2 57%
E:Y./ST' 08
65. 7 ____
CONNECT TO EXIST. -6-',v
FL=61.80 7
6-
/S\
INSTALL SILTA11ON A
BARRIER ON EXIST.
DOWNSTREAM CBS (TYF )
66
\ c:VS /. MH
l TF= 5. 8
\� F7=.57 EL ri
\1OLF TRENCH BRAIN "•, '; I ,
\� TF=66.80 `, �,�, \� �,1' R=zS. 00
\ FL=65.76 h '„ 0=51 ° 19' 04"
�\ �;, L=22.39
CH=N26 ° 1715" W,
A A / \ \ ` ` it c� 21.65'
r r_.- 62.3
/ ... • � ;; it ;;, � ' FZ62.0
r 4- r „ \�
TC-67
GS
\ 1 � i
l TC-69.0 ,
BC-6
1
l
5 =•141
TC=
8. - �
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l l t
.....:::::::............................
11
BC-6 .3
. 1
»,�,«««ark«»««•"•
r ,
18 9 •
t1
P 3 1 L
N
0.5 9 3 35' BUILDING LlN J I 1 I
-- I 15
,
0- - - - - - CI3 I:I
- COMPRESSED GAS 2r TI==�80 II c I
STORAGE ON 15'xa_5' - FL=63.15 ' ' 150',6" PVC SDR-35
CONIC. PAD -FENCED - ' ' S=2.0% MIN. c
!
- - - _W j PRIVACY SLATS _ d
CN _ - - 70
?
�. -• _ ... _ . - - - --" - - - - - TC-70.8
TC-71.1
BCC TC-70.8
BC-70.3780.00'
PrP
ry
_
.l
-
r I�
F. 'J.ST C9 1�1 11 rxn:
u
EXIST V/-f
W
DATA BLOCK
LEGEND:
ZONE: INDUSTRIAL (1)
LOT AREA: 49,896 S.F. (1.14 Ac)
UTILITY POLE
FRONT YARD: 35' (52.6' PROVIDED)
0
o
WATER GATE
GAS GATE
SIDE YARD: 10' (11' PROVIDED)
a
PROP. CATCHBASIN
REAR YARD: N/A
-4-
SIGN
MAX. BLDG. HT.: 40' (2 STORIES)
❑
EXISTING CATCH BASIN
PROP. BLDG. HT.: 28't (1 STORY)
O
EXISTING MANHOLE
MAX. BLDG. COVERAGE: 50%
- s -
_ - - =
PROP. SANITARY
EXISTING SANITARY
PROP. BLDG. COVERAGE: 19.2%
- - G - -
U.G. GAS LINE
MAX. IMPERVIOUS COVERAGE: 65%
- - w- -
U.G. WATER LINE
PROP. IMPERVIOUS COVERAGE: 52.7%
PROP. STORM SEWER
_ =
EXISTING STORM SEWER
PARKING CALCULATION
----ss`__
EXISTING CONTOUR
WAREHOUSE USE (5,180 S.F.)
256
PROP. CONTOUR
(1 /1,250 S.F.) X 5,180 S.F.
z3sXa
256.o
EXISTING SPOT GRADEPROP. SPOT GRADE
=4.14
•
PROP. I. P.
MANUFACTURING USE (3,000 S.F.)
•
PROP. MONUMENT
(1/750 S.F.) x 3,000 S.F.
o
EXISTING I.P.
=4.00
o
EXISTING MONUMENT
OFFICE USE (1,420 S.F.)
HYDRANT
(4.5/1,000 S.F.) X 1,420 S.F.
- - - -
STAKED HAYBALES OR SILT FENCE
=6.39
TOTAL SPACES REQUIRED: 15
TOTAL SPACES PROVIDED: 15
if
-. Fi.=xX,%X
Kimberly Drive 0,, " - - - - - _ - _.. 1r
- -
if X
---------------
aF4j; LI^. LOCATION' /<' J..rl ,Li'Z !'lr{lY
R-401.IS'
A=17016' 04" `� , / rAlisT U l
L=120. 90' �' TF_ =69.0 ...... f
CH=S71 °45' 45"E, FL-57..
120.44'
EROSION & SEDIMENT CONTROL PLAN KEY
PS PERMANENT SEEDING
CE CONSTRUCTION ENTRANCE
GSF GEOTEXTILE SILT FENCE
j'S TEMPORARY SEEDING
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
80
9 � /•OZ[%i2 O� �-OZL�%2 C,l/G�ZC�4'�
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
'4"pSOR•CpNr TELEPHONE (860) 644-2511
August 17, 2005 CERTIFIED MAIL
Andre Charbonneau & Sons
125 Edwin Road
South Windsor, CT 06074
Re: AppI #05-41 P, Charbonneau Lot 4 Site Plan
Dear Mr. Charbonneau:
A...«..,t 1 L
i,..,a..,w .v u.,.an.. yvu uaa. uaa. a g w rwuua� ,-w,uauaaivu vutcu vu �usu�a ,u, avw w ai,f,a a,vc
with modifications the above -referenced application for construction of a 9600 sq. ft. industrial building
on property located at 75 Kimberly Drive, I -zone. This approval is subject to the following conditions:
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 prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the
Zoning Regulations.
5. A landscape bond in the amount of $1,000. is required and must be submitted prior to filling of mylars.
6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of
South Windsor.
7. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water
Pollution Control Authority.
8. The building, street number must be included on the final plan.
9. Pavement markings must be maintained in good condition throughout the site drives and parking areas.
10. The Town Engineer's review comments dated July 21, 2005, must be addressed to the Town Engineer's
satisfaction.
11. A detail of the retaining wall must be submitted and approved by the Town Engineer.
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 330 days to be stamped and signed. the letters of approval of this Commission as
well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars.
After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of
the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning
Department.
Sincerely,
Timothy H. W ntzell, Chairman
Planning & Zoning Commission
THW/rfs
cc: Zoning/Wetlands Enforcement Officer
Chief Building Official
Assessor
Fire Marshal
Town Engineer
J.R. Russo - Mr. Tim Coon
CONTRACTOR TO PERFORM TEST PIT
TO CONFIRM LOCATION AND FLOWLINE
TF--=68.1
OF EXIST. SAN. LATERAL & INSTALL
SMH WITHIN R.O.W. OVER LATERAL
CONNECT BLDG. LATERAL W/ OUTSIDE DROP
TF=68.3t
ESTIMATED FL=57.2t m 4' FROM PROPERTY
LINE (SEE DETAIL)
R=25'.00'
,L=90000'00"
L=39„27'
CH=A 71 °52' 17" E,
35.36'
EXIS T. C,6
E1•-62.T I LIT
MAP REFERENCES
1. Subdivision Plan Resubdivision Property Of Andre Charbonneau South Windsor, Connecticut
Owner -Developer Andre L. Charbonneau & Andre K Charbonneau Date 4-13-87 Sheet 3 of 11
No. 86138 By Palmberg & Russo
2.Subdivision Plan Resubdivision Property Of Andre Charbonneau South Windsor, Connecticut
Owner -Developer Andre L. Charbonneau & Andre K. Charbonneau Date 4-13-87 Rev 1-23-90
As -Built Sheet 7 of 11 No. 86138 By Palmberg & Russo
NOTES:
1. Parcel is not located in a flood hazard zone, Panel No. 090036 0006 B.
2. Parcel is not located in inland wetlands.
3. Elevations are based on map reference #2.
4. Bearings are based on map reference #1.
5. Underground utility, structure and facility locations noted hereon have been compiled, in
part, from record mapping supplied by the respective utility companies or governmental
agencies, from parole testimony and from other sources. These locations must be considered
as approximate in nature. Additionally, other such features may exist on the site, the
location and existence of all such features must be field determined and verified by the
appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455.
6. Soil erosion and sediment control contact person: Andre Charbonneau 528-7551.
7. Foundation dimensions asa shown are for site design purposes only. Foundation
contractor will use Architectural Plans for layout and construction of building
foundation.
8. Construction shall conform to the Town of South Windsor Public Improvement
Specifications.
9. All floor drains within the building shall be connected to the oil/sand separator prior
to discharge to the sanitary sewer.
This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-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. It is a Improvement
Location Survey based on a Dependent ResurveX conforming to Horizontal & Vertical Accuracy Class A-2
& T-2.
This document and copies thereof are valid only if they bear the live signature and embossed seal of
the designated professional. Unauthorized alterations render any declaration hereon null and void.
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
ss��itt'tuurar lift `89y,tiy,C8rrC1lyli411,
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�• � /-OZliJ2 07' �-OtGU2 CUG��f3fL
t �`u 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
4'pSpp.pON� TELEPHONE (860) 644.2511
July 21, 4uuu
Certified # 70020460000197444231
J.R. Russo & Associates, Inc.
Attn: Mr. Tim Coon
1 Shoham Road
East Windsor, CT 06088
RE: Appl. #05-41 P - Charbonneau, Lot #4
Dear Mr. Coon:
At the July 6, 2005 regular meeting, the Inland Wetlands Agency/Conservation
Commission approved application #05-41 P - Charbonneau Lot #4 - Kimberly Drive -
Conservation Commission application for the construction of a 9600 sq. ft. Industrial
building, parking lot, stormwater structures and associated improvements on property
located southerly of Kimberly Drive and easterly of Sandra Drive. I, Industrial zone.
Th1S approval I....Kf Cf fn whe 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 harmless the Town of South Windsor
against any liability, which might result from the proposed operation or use.
3. The permit is valid for five years and shall expire on July 6, 2010. It is the
landowner(s)/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 $5,000 be submitted to the Planning &
Zoning Commission to ensure compliance with the erosion and sediment control
measures.
Very truly yours,
q) ),�WGi my )d r
Elizabeth Warren, Chairperson
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
EW:dr
cc: Chief Building Official
Andre Charbonneau & Sons
,o*. st,
a `�
M• "
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
~�'4pspp.cp AREA CODE 860 1644-2511
September 19, 2005
J. R. Russo & Associates
!Shoham Road
East Windsor CT 06088
Attn: Tim Coon
Re: Lot 4, Sandra Drive and Kimberly Drive
South Windsor, CT
Dear Mr. Coon:
The South Windsor Water Pollution Control Authority, at its regular meeting of September 6, 2005, gave
approval for the connection to the Town's sewerage system for proposed building addition at Lot 4,
Sandra Drive and Kimberly Drive, South Windsor, as more specifically shown on plans entitled "Lot 4, 75
Kimberly Drive, South Windsor, Connecticut", Prepared by J. R. Russo & Associates, East Windsor, CT,
Page NO.: 2 of 6, Dated: 06-09-05, Project No.: 2005-049, and subject to the following conditions:
1. A general permit for the grease/oil interceptor must be obtained from the State of Connecticut
Department of Environmental Protection.
2. Technical approval of the Town Engineering Department.
3. 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 approved by the Authority, and meeting all Town regulations
and appropriate technical specifications relating to sanitary sewer construction.
4. The sewer connection charge for the 1.14 developed acres will be $3,543.12.
This approval letter must be superimposed on the final approval plans.
Very truly yours,
!
�Jos`tphJ.Cayrino, Chairman
Water Pollution Control Authority
JC:ead
Cc: Michael J. Gantick, Director of Public Works
Jeffrey Doolittle, Town Engineer
Marcia Banach, Director of Planning
Christopher Dougan, Chief Building Inspector
Andre Charbonneau & Sons, Applicant
REV.
9-29-05
WPCA LETTER
REV.
8-15-05
ADD RET. WALL & GAS STORAGE; MOVE TRANSFORMER
REV.
8-04-05
TOWN ENGINEER'S & PLANNER'S COMMENTS
REV.
6-29-05
INFILTRATION SYSTEM; TEST PITS
Site Plan
Lot 4
75 Kimberly Drive
South Windsor, Connecticut
Applicant
Andre Charbonneau
& Sons
125 Edwin Road
South Windsor, Connecticut
528-7551
y J.R. RUSSO & ASSOCIATES
t�
h Land Surveyors & Professional Engineers
rr
1 SHOHAM ROAD
EAST WINDSOR, CONNECIICUT 06088
(860) 623-0569
FAX: (860) 623-2485
BY SCALE DATE SHEET CHECKED NO.
LF/TAC 1 "=20' 6-09-05 2 of 6 JRR 2005-049
1111111111111E11,
PROP. LIGHT (TYP. OF FOUR)
STONECO MODEL FPM175MAL--8
OR EQUAL; AFTER HOURS
UGH11NG TO BE REDUCED TO
SECURITY LIGHTING ONLY
2' WIDE, 2" STONE
ON WEED CONTROL FABRIC, TYP.
PROP. LIGHT (TYP. OF four) STONECO
MODEL FPM175MAL-8 OR EQUAL
15' MOUNTING HEIGHT
45' MOUNTING ANGLE
AFTER HOURS LIGHTING TO BE REDUCED
TO SECURITY LIGHTING ONLY
PROP. TREELINE
PROP. TRANSFORMER
ON CONC. PAD
55LF SEGMENTIAL BLOCK
RETAINING WALL
DESIGN BY OTHERS
APPROX. L OCA TION
OF GAS MAW
r y
M
FL=60.9 1
\ FL=51.6
1\
11 U.
\\ EXIST. MH + L1
\ TF= 65. 8 `„ a
\\ FL=57.8 }�
,1
\\ 1L
% 0It
ll ,,
`,1
it
\ „ L
it
u Kimberly Drive
EXIST MH 10•'PVC
_—
TF=71.2
1 1 W - \ f \rl - W fir: '"I W -- W
\: APPROX. LOCATION 12" WA TER MAIN
ire ,. List
Sym.
Quan.
Botanical Name
Common Name
Size
Root
AS
3
ACER SACCHARUM
SUGAR MAPLE
210n: 31n. Cal.
150
PGC
3
PPICEA GLAUCA'CONICA'
DWARF ALBERTA SPRUCE
2ft-3ft. Ht
R
mill
7
Emil ic o
e
�A
Wf
PSK
4 1
PRUNUS SERRULATA'KWANZAN'
KWANZAN CHERRY
21/2in :3in. Cal.
681E
TOE
24 1
THUJA OCCIDENTALIS'EMERALD'
EMERALD GREEN ARBORVITAE
7fL-8ff. Ht I
B&B
ZV
3I
ZELKOVA SERRATA %gLLAGE GREEN'
VILLAGE GREEN JAPANESE ZELKOVA
2in. 21/2in. Cal.
I B&B
Sl-)ruIz) List
Sym.
Quan.
Botanical Name
Common Name
Size
Root
JCS
26
JUNIPERUS CHIN.'SEAGREEN
SEAGREEN JUNIPER
18in. 24in. Ht
Potted
PJM
10
RHODODENDRON WM'
PJM RHODODENDRON
2fi. 21/2ft Ht.
Potted
RHE
24
RHODODENDRON'HERBERT
HERBERTAZALEA(CRIMSON-PURPLE)
18in. 24in. Ht
Potted
roune� Ce�ver 8e Perer�r-�ic�►/s
lqym,
CJr Bryn,
Rntrynic�c71 Nc7me
Common Name
Size
Root
POG
1 22
1 PENNISETUM OMENTALE
I ORIENTAL FOUNTAIN GRASS
1 Gal.
PLANTING NOTE
PLACE TOPSOIL MIXTURE IN BOTTOM OF HOLE AND
SATURATE. AFTER PLACING PLANT, WORK TOPSOIL
MIIXTURE CAREFULLY AROUND ROOT BALL AND
THEN SATURATE. WHEN HOLE IS ONE HALF FULL
OF MIXTURE, SATURATE AGAIN. FILL HOLE
COMPLETELY WITH TOPSOIL MIXTURE AND
SATURATE AGAIN.
EXIST. MH
TF=68. 1
FL=56.7
EXIST C8
TF= 68.2
FL=62.8 15"
FL=53.0 hN 18 '
FL=62.7 OUT
NISHED GRADE
12"
Sl�L-IUBS
20
12"
DECIDUOUS TREES WITH LESS THAN
2112" CAL. AND EVERGREEN TREES
LESS THAN 4' HT. SHALL BE STAKED
WITH 2 EQUALLY SPACED STAKES
AROUND THE TREE.
STAKES SHALL BE UNIFORM IN HEIGHT
AND FASTENED TO EACH TREE
AT ABOUT W BY MEANS OF TWO
STRANDS OF TWISTED #10 GUAGE
IRON WIRE.^
REMOVE BURLAP FROM TOP 113 OF E
c
v
4" MULCH
(SEE NOTES)
SELECTIVELY PRUNE
ALL TREES AND4
SHRUBS OF DEAD AND N
DYING BRANCHES CID
TOPSOIL AND MANURE
12"
PLANTING DETAILS
GRAPHIC SCALE
0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
1
Deciduous
TREES
PLANTING NOTES:
1. SUBSTITUTIONS ARE ALLOWED ONLY IF APPROVED BY
PROJECT LANDSCAPE ARCHITECT.
2. ALL PLANTS TO BE NURSERY STOCK
3. ALL SHRUBS AND PERENNIALS TO BE INSTALLED IN
PLANT BED WITH 4" PINE BARK MULCH. PROVIDE
SHOVEL EDGE ON BED.
4. DO NOT OVER MULCH TREE PLANTING. USE ONLY PINE
BARK MULCH.
12"
DECIDUOUS TREES WITH A 2112" CAL.
AND GREATER, AND EVERGREEN TREES
GUYED ANDHR3 S AKtS EQUALLY SPACED
AROUND THE TREE, EACH STAKE WIRED
AROUND THE TREE THROUGH RUBBER HOSE.
RUBBER HOSE (ONE PER STAKE)
BURLAP OR WATERPROOF
WRAPPING MATERIAL TO
SECOND BRANCHING (DECIDUOUS TREES).
CROWN SET 2" BELOW THAT OF
NURSERY SETTING.
18" WOODEN STAKE - PAINT
OR FLAG TOP.
r—FINISH GRADE
TOPSOIL AND MANURE
0:\CT\PIP\1707 Kimberly Drivo\01 working 08-09-05 cb\dwg\1707-Site.dwg, Planting, 8/22/2005 10:31:30 ALI, pbengtson, Arch D - 24 x 36 in. (landscape), 1:1
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Gtt-OTEnTILE SILT IEI`ICE (VSII I
SPECIFICATIONS
Materials
Geotextile fabric: shall be o pervious sheet of polypropylene, nylon,
polyester, ethylene or similar filaments and shall be certified by
the manufacturer or supplier as conforming to the requirements
shown in Figure GSF-1 in the Connecticut Guidelines For Soil
Erosion and Sediment Control latest edition. The geotextile shall
be non -rotting, acid and alkali resistant and have sufIKAU111t
strength and permeability operations. Filamanets in the
geotextile shall be resistant to absorption. The filament network
must be dimensionally stable and free of any chemical
treatment or coating that will reduce its permeability. The
geotextile shall also be free of any flaws or defects which will
alter its physical properties. Torn or punctured geotextiles shall
not be used.
Supporting posts: shall be at least 42 inches long made of either
1.5 inch square hardwood stakes or steel posts with projections
for fastening the geotextile possessing a minimum strength of
0.5 pound per linear foot.
Placement
Fortoeofslope: Locate 5-10 feet down gradient from the toe of
slope, generally on the contour with maintenance and sediment
removal requirements in mind. When the contour can not be
followed install the fence such that perpendicular wings are
created to break the velocity of water flowing along the fence.
See Figure GSF-2 in the Connecticut Guidelines For Soil Erosion
and Sediment Control for spacing requirements.
Swales: Locate "U" shape across swale such that the bottom of
both ends of the fence are higher that the top of the lowest
section of the fence.
Catch basin in Swalp nn Slopes; 1 ncntP 2 'It]" shnpPs onross swale
as above: one immediately up slope from the catch basin and
the other immediately down slope from the catch basin.
Catch Basins in Depressions: Encircle catch basin.
Culvert Inlets: Locate in a "U" shape approximately 6 feet from
the culvert in the direction of the incoming flow.
Culvert Outlets: Locate across the swale at least 6 feet from the
culvert outlet.
installation
Trench excavation: Excavate a trench o minimum of 6 inches deep
and 6 inches wide on the up slope side of the fence location.
For slope and swale installations, extend the ends of the trench
sufficiently up slope such that bottom end of the fence will be
higher than the top of the lowest portion of the fence.
When the fence is not to be installed on the contour, excavate
wing trenches spaces at the intervals given on Figure GSF-2 in
the Connecticut Guidelines For Soil Erosion and Sediment Control
In+cc+ orii+inn
When excavation is obstructed by an occasional stone or tree
roots, provide a smooth transition between the trench bottom
and the obstruction.
SupportPosts: Drive support posts on the down slope side of the
trench to a depth of at least 12 inches into original ground.
Never install support posts more than 10 feet apart. Install
support posts closer than 10 feet apart when concentrated flows
are anticipated or when steep contributing slopes and soil
conditions are expected to generate larger volumes of sediment.
For catch basins in hollows, drive posts at each corner of the
catch basin. Whenever the geotextile filter fabric that is used
exceeds the minimum material specifications contained in this
measure, the spacing of the stakes shall be per manufacturer's
recommendations.
Geotextile Filter Fabric: Staple or secure the geotextile to the
support posts per manufacture's instruction such that at least 6
inches of geotextile lies within the trench, the height of the
fence does not exceed 30 inches and the geotextile is taut
between the posts. When the trench is obstructed by stones,
tree roots, etc. allow the geotextile to lay over the obstruction
such that the bottom of the geotextile points up slope.
In the absence of manufacture's instructions, space wire staples
on wooden stakes at a maximum of 4 inches apart and
alternate their position from parallel to the axis of the stake to
perpendicular.
Do not staple the geotextile to living trees.
Provide reinforcement for the fence when it can be exposed to
high winds.
When joints in the geotextile fabric are necessary, splice
together only at at support posts, and securely seal.
Backfill & Compaction: Backfill the trench with tamped soil or
aggregate over the geotextile. When the trench is obstructed
by a stone, tree root, etc. make sure the bottom of the
geotextile lies horizontal on the ground with the resulting flap on
the up slope side of the geotextile and bury the flap with 6
inches of tamped soil, or aggregate.
MAINTENANCE
Inspect the silt fence at least once a week and within 24 hours
of the end of a storm with rainfall amount of 0.5 inch or
greater to determine maintenance needs. When used for
dewatering operations, inspect frequently before, during and after
pumping operations.
Remove the sediment deposits or, if room allows, install a
secondary silt fence up slope of the existing fence when
sediment deposits reach approximately one half the height of
the existing fence.
Replace or repair the fence within 24 hours of observed failure.
Failure of the fence has occurred when sediment fails to be
retained by the fence because:
(a) the fence has been overtopped, undercut or bypassed by
runoff water,
(b) the fence has been moved out of position (knocked
over), or
(c) the geotextile has decomposed or been damaged.
Maintain the fence until the contributing area is stabilized.
After the contributing area is stabilized determine if sediment
contained by the fence requires removal or regrading and
stabilization. If the depth is greater than or equal to 6 inches,
regrading or removal of the accumulated sediment is required.
No removal or regrading is required if sediment depth is less
than 6 inches.
Remove the fence by pulling up the support posts and cutting
the geotextile at ground level. Regrade or remove sediment as
needed, and stabilize disturbed soils.
uAI 1= RAI 1= RARPIPP [WR1
I I r-1 L.L. v r-%L.L_ u r I I I L.I `I IL-.1
SPECIFICATIONS
Materials
Hay Bales: shall be made of hay or straw with 40 pounds
minimum weight and 120 pounds maximum weight held together
by twine or wire.
Stakes for Anchoring Hay Bales: shall be a minimum of 36 inches
fully allu male VI eILI1el If UwaoU wILII V1111 eI1J 1alIJ v1 al ieajl
1.5 inches square or steel posts with a minimum weight of 0.5
pound per linear foot.
Placement
Toe of Slope: Locate 5-10 feet down gradient from the toe of
slope, generally on the contour. When the contour can not be
followed, stagger the bale installation and install perpendicular
wings (spaces as shown in Figure HB-1 in the Connecticut
Guidelines For Soil Erosion and Sediment Control latest edition)
to break the velocity of water flowing behind the bales. The
barrier should be located with sufficient distance from the toe
of the slope to allow access by equipment for removal of
accumulated sediments.
Catch Basins in Depression or Low Spots: Encircle catch basin or yard
drain,
Installation
Trench excavation: Excavate a trench as wide as the bales and at
least 4 inches deep. Each end of the trench should be winged
upslope so that the bottom of the last bale is higher than the
top of the lowest hay bale in the barrier.
Hay Bale Placement: Place bales in a single row in the trench,
lengthwise, with ends of adjacent bales tightly abutting one
another and the bindings oriented around the sides rather than
nlnnn the Inns and hoftoms of the bales Ito avoid Dremature
rotting of the bindings).
Staking Hay Bales: Anchor each bale with at least 2 stakes, driving
the first stake in each bale toward the previously laid bale to
force the bales together. Stakes must be driven a minimum of
18 inches into the ground. Fill any gaps between the bales with
hay or straw to prevent water from escaping between the bales.
Backfill &Tamped: Backfill the bales with the excavated trench
material to a minimum depth of 4 inches on the uphill side of
the bales. Tamp by hand or machine and compact the soil.
Loose hay or straw scattered over the disturbed area
immediately uphill from the hay bale barrier tends to increase
barrier efficiency.
MAINTENANCE
Inspect the hay bale barrier at least once a week and within 24
hours of the end of a storm with a rainfall amount of 0.5
inches or greater to determine maintenance needs. For dewater
operations, inspect frequently before, during and after pumping
operations.
Remove the sediment deposits or install a secondary barrier
upslope from the existing barrier when sediment deposits reach
approximately one half the height of the barrier.
RepleP or repair the barrier within 24 hours of observed failure.
Failure of the barrier has occurred when sediment fails to be
retained Vby the barrier because:
(a) the barrier has been overtopped, undercut or bypassed
by runoff water,
(b) the barrier has been moved out of position, or
(c) the hay bales have deteriorated or been damaged.
Maintain the hay bale barrier until the contributing area is
stabilized.
After the upslope areas have been permanently stabilized, pull
the stakes out of the hay bales. Unless otherwise required, no
removal or regrading of accumulated sediment is necessary.
The hay bales may then be left in place or broken up for
ground cover.
TEMPORARY SEEDING (Ts)
SPECIFICATIONS
Site Preparation
Install needed erosion control measures such as diversions,
grade stabilization structures, sedimentation basins and grassed
waterways in accordance with the approved plan.
Grade according to plans and allow for the use of appropriate
equipment for seedbed preparation, seeding, mulch application
and mulch anchoring.
Seedbed Preparation
Loosen the soil to a depth of 3-4 inches with a slightly
roughened surface. If the area has been recently loosened or
disturbed, no further roughening is required. Soil preparation
can be accomplished by tracking with a bulldozer, discing
harrowing, raking or dragging with a section of chain link fence.
Apply ground limestone and fertilizer according to soil test
recommendations (such as those offered by the University of
Connecticut Soil Testing Laboratory or other reliable source).
If soil testing is not feasible on small or variable sites, or where
timing is critical, fertilizer may be applied at the rate of 300
pounds per acre or 7.5 pounds per 1,000 square feet of
10-10-10 or equivalent.
Seeding
Apply seed uniformly by hand, cyclone seeder, drill, cultipacker
type seeder or hydroseeder at a minimum rate for the selected
seed identified in Figure TS-2 in the Connecticut Guidelines For
Soil Erosion and Sediment Control latest edition. Increase
seeding rates by 10% when hydroseeding.
Mulching
See guidelines in the Mulch For Seed measures.
MAINTENANCE
Inspect temporary seeding area at least once a week and within
24 hours of the end of a storm with a rainfall amount of 0.5
inch or greater for seed and mulch movement and rill erosion.
Where seed has been moved or where soil erosion has occurred,
determine the cause of the failure and repair as needed.
TPAAPnRARY CC11L PROWPTI(li�l (TSP}
SPECIFICATIONS
Materials
Mulcheswithin this specification include, but are not limited to:
1. Hay: The dried stems and leafy parts of plants cut and
harvested, such as alfalfa, clovers, other forage legumes and the
finer stemmed, leafy grasses. The average stem length should
nn+ ho loco +hnn A inrhPc Hnv thnt rnn him windbinwn ehni ld
beanchoredto hold it in place `~` --. -- ••."---„-..-M,~
2. Straw: Cut and dried stems of herbaceous plants, such as
wheat, barley, cereal rye, or brome. The average stem length
should not be less than 4 inches. Straw that can be windblown
should be anchored to hold it in place.
3. Wood Chips: Chipped wood material from logs, stumps, brush or
trimmings including bark, stems and leaves having a general
maximum size of 0.5 inch by 2 inches and free of excessively
fine nr Innn c+rmnv nnr+i^loe no wail nc c+nnim enil nnfi nthar
debris. No anchoring is required. If seeding is performed where
wood chips have been previously applied, prior to the seeding
the wood chips should be removed or tilled into the ground and
additional nitrogen applied. Nitrogen application rate is
determined by soil test at time of seeding.
4. Bark Chips, Shredded Bark: Tree bark shredded as a by product
of timber processing having a general maximum size of 4 inches
and free of excessively fine or long stringy particles as well as
stone and other debris. Material use is the same as wood
rhino
If subsequent seeding is performed where cellulose dense
mulches (e.g. leaves, excelsior, woodchips, barkchips) have been
applied, then prior to seeding either remove the mulch or till it
into the ground with the application of nitrogen.
Cellulose fiber is not recommended for use, except as a tackifier
for other mulch materials.
Tackifiers within this specification include, but are not limited to:
Ailater Saiubie material that crmco mullrh pnrticloc to neihere +n
one another, generally consisting of either a natural vegetable
gum blended with gelling and hardening agents or a blend of
hydrophilic polymers, resins, viscosifiers, sticking aids and gums.
Emulsified asphalts are specifically prohibited for use as tackifiers due to
their potential for causing water pollution following its application.
Nettings within this specification include, but are not limited to:
Prefabricated openwork fabrics made of cellulose cords, ropes,
threads, or biodegradable synthetic material that is woven,
knotted or molded in such a manner that it holds mulch in
pla.^.e uintil tPmpnrnr% caul rnrn+Prtinn IQ nn innno-r nPPrlPfi,
Site Preparation
Prior to mulching, complete the required grading and install
and/or repair other sediment control measures needed to
control water movement within the area to be mulched.
Application
Spreading: Spread mulch material uniformly by hand or machine
resulting in 100% coverage of the disturbed soil.
%Alhenl Spr ending hay mulch by hand, dl.iide the nrPn in he
mulched into approximately 1,000 square feet and place 2 to 3
bales of hay in each section to facilitate uniform distribution.
(Hay/Straw 2-3 tons/acre)
When spreading woodchips on slopes, it is particularly important
not to spread the chips too thick. Excessive application tend to
slip or slump when saturated. (Wood Chips/Shredded Bark 6 cu.
yds./1,000 s.f.)
Anchoring: Apply tackifiers and/or netting either with the mulch
or immediately following mulch application. Expect the need for
tackifiers or netting along the shoulders of actively traveled
roads, hill tops and long open slopes not protected by wind
breaks.
When using netting the most critical aspect is to ensure that
the netting maintains substantial contact with the mulch and
the mulch, in turn, maintains continuous contact with the soil
surface. Without such contact, the material is useless and
erosion can be expected to occur. Install in accordance with
manufacturer's recommendations.
MAINTENANCE
Inspect temporary soil protection area at least once a week and
within 24 hours of the end of a storm with a rainfall amount of
0.5 inch or greater for mulch movement and rill erosion.
Where soil protection falls below 100%, reapply soil protection
within 48 hours. Determine the cause of the failure. If mulch
failure was the result of wind consider applying a tackifier or
netting. If mulch failure was caused by concentrating water,
install additional measures to control water and sediment
movement, repair erosion damage, reapply mulch with anchoring.
DUST CONTROL (DC)
SPECIFICATIONS
Mechanical Sweeping
Use mechanical sweeping on paved areas where dust and fine
materials accumulate as a result of truck traffic, pavement saw
cutting spillage, and wind or water deposition from adjacent
disturbed areas. Sweep daily in heavily traveled areas.
Water
Periodically moisten exposed soil surfaces on unpaved travelways
to keep the travelway damp.
Non Asphaltic Soil Tackiffer
Non -asphaltic soil tackifier consists of an emulsified liquid soil
stabilizer of organic, inorganic or mineral origin, including, but
not limited to the following: modified resins, calcium chloride,
complex surfactant copolymers or high grade latex acrylics. The
solutions shall be non -asphaltic, non toxic to human, animal
and plant life, non corrosive and nonflammable. Materials used
shall meet local, state and federal guidelines for intended use.
All materials are to be applied according to the manufacturer's
recommendations and all safety guidelines shall be followed in
storing, handling and applying materials.
MAINTENANCE
Repeat application of dust control measures when fugitive dust
becomes evident.
AAi ii rH Fnp gFFi� tns)
ITI V Lvt 1 I V I ♦ Vrr l..�v X• •.I-/
SPECIFICATIONS
Materials
Types of Mulches within this specification include, but are not
limited to:
1. Hay: The dried stems and leafy parts of plants cut and
harvested, such as alfalfa, clovers, other forage legumes and the
finer GfPmmPd_ IPnfv nr(1sses. The average stem lenath should
not be less than 4 inches. Hay that can be windblown should
be anchored to hold it in place.
2. Straw: Cut and dried stems of herbaceous plants, such as
wheat, barley, cereal rye, or brome. The average: stem length
should not be less than 4 inches. Straw that can be windblown
should be anchored to hold it in place.
3. Cellulose Fiber: Fiber origin is either virgin wood,
post-industrial/pre-consumer wood or post consumer wood
t, vcI r Icrr cv w a$
carilNlying wlul rifuLcr iw5 Spc^clucuuvnI �cunc �I y c I
"wood fiber"), newspaper, kraft paper, cardboard (collectively
referred to as "paper fiber") or a combination of wood and
paper fiber. Paper fiber, in particular, shall not contain boron,
which inhibits seed germination. The cellulose fiber must be
manufactured in such a manner that after the addition to and
agitation in slurry tanks with water, the fibers in the slurry
become uniformly suspended to form a homogeneous product.
Subsequent to hydraulic spraying on the ground, the mulch shall
allow for the absorption and percolation of moisture and shall
not form a tough crust such that it interferes with seed
germination or growth. Generally applied with tafrKITler Una
fertilizer. Refer to manufacturer's specifications for application
rates needed to attain 807*-95% coverage withouit interfering
with seed germination or plant growth. Not recommended as a
mulch for use when seeding occurs outside of the recommended
SPPdin g dates,
Tackifiers within this specification include, but are not limited to:
Water soluble materials that cause mulch particles to adhere to
one another, generally consisting of either a natural vegetable
gum blended with gelling and hardening agents or a blend of
hydrophilic polymers, resins, viscosifiers, sticking aids and gums.
Good for areas intended to be mowed. Cellulose fiber mulch
may be applied as a tackifier to other mulches, provided the
application is sufficient to cause the other mulches to adhere to
one another. Emulsified asphalts are specifically prohibited for use as
tackifiers due to their potential for causing water pollution following its
application.
Nettings within this specification include, but are not limited to:
Prefabricated openwork fabrics made of cellulose cords, ropes,
threads, or biodegradable synthetic material that is woven,
knotted or molded in such a manner that it holds mulch in
place until vegetation growth is sufficient to stabilize the soil.
Generally used in areas where no mowing is planned.
Site Preparation
Grade according to plans and allow for the use of appropriate
equipment for seedbed preparation, seeding, mulch application
and mulch anchoring.
Application
Timing: Applied immediately following seeding. Some cellulose
fiber may be applied with seed to assist in marking where seed
has been sprayed, but expect to apply a second application of
cellulose fiber to meet the requirements of Mulclh For Seed in the
Connecticut Guidelines For Soil Erosion and Sediment Control
latest edition.
Spreading: Mulch material shall be spread uniformly by hand or
machine resulting in 807.-95% coverage of the disturbed soil
when seeding within the recommended seeding dates.
Applications that are uneven can result in excessive mulch
smothering the germinating seeds. For hay or straw anticipate
an application rate of 2 tons per acre. For cellulose fiber follow
manufacture's recommended application rates to provided 80
-95% coverage.
When seeding outside the recommended seeding dates, increase
mulch application rate to provide between 95%-'100% coverage
of the disturbed soil. For hay or straw anticipate an application
rate to 2.5 to 3 tons per acre.
When spreading hay mulch by hand, divide the area to be
mulched into approximately 1,000 square feet and place 1.5-2
bales of hay in each section to facilitate uniform distribution.
For cellulose fiber mulch, expect several spray passes to attain
adequate coverage, to eliminate shadowing, and to avoid
slippage.
Anchoring: Expect the need for mulch anchoring along the
shoulders of actively traveled roads, hill tops and long open
slopes not protected by wind breaks.
When using netting, the most critical aspect is to ensure that
the netting maintains substantial contact with the underlying
mulch and the mulch, in turn, maintains continuos contact with
the soil surface. Without such contact, the material is useless
and erosion can be expected to occur.
MAINTENANCE
Inspect mulch for seed area at least once a week and within 24
hours of the end of a storm with a rainfall amount of 0.5 inch
or greater until the grass has germinated to determine
maintenance needs.
Where mulch has been moved or where soil erosion has
occurred, determine the cause of the failure and repair as
needed.
PERMANENT SEEDING (IPS)
SPECIFICATIONS
Time Of 'Year
Seeding dates in Connecticut are normally April 1 through June
15 and August 15 through October 1. Spring seedings give the
best results and spring seedings of all mixes with legumes is
recommended. There are two exceptions to the above dates.
The first exception is when seedings will be made in the areas
of Connecticut known as the Coastal Slope and the Connecticut
River Valley. The Coastal Slope includes the coastal towns of
New London, Middlesex, New Haven, and Fairfield counties. In
these areas, with the exception of crown vetch (when crown
vetch is seeded in late summer, at least 35% of the seed
should be hard seed (unscarified), the final fall seeding dates
can be extended and additional 15 days. The :second exception
is frost crack or dormant seeding, the seed is applied during
the time of year when no germination can be expected, normally
November through February. Germination will take place when
weather conditions improve, mulching is extremely important to
protect the seed from wind and surface erosion and to provide
erosion protection until the seeding becomes established.
PERMANENT SEEDING (Continued)
Site Preparation
Grade in accordance with the Land Grading measure which is in
the Connecticut Guidelines For Soil Erosion and Sediment Control
latest edition.
Install all necessary surface water controls.
For areas to be mowed remove all surface stones 2 inches or
IU.yC-. Remove all other debris such a0VIe:athe +roc nn+e VI, tulc acc I W-f
pieces of concrete, clods, lumps, or other unsuitable material.
Seed Selection and Quantity
Select a seed mixture appropriate to the intended use and soil
conditions from Figure PS-2 and Figure PS-3 in the
Connecticut Guidelines For Soil Erosion and Sediment Control
latest edition or use mixture recommended by the NRCS.
Seedbed Preparation
Apply topsoil, if necessary, in accordance with the Topsoiling
measure wmcn Is in ute wnnCcucuL VUIUG111ICJ IV[ JVII LI VJIVII
and Sediment Control latest edition.
Apply ground limestone and fertilizer according to soil test
recommendations (such as those offered by the University of
('nnnPrtirut Snil Testina Laboratory or other reliable source).
Where soil testing is not feasible on small or variable sites, or
where timing is critical, fertilizer may be applied at the rate of
300 pounds per acre or 7.5 pounds per 1,000 square feet of
10-10-10 or equivalent and limestone at 4 tons per acre or
200 pounds per 1,000 square feet.
Work lime and fertilizer into the soil to a depth of 3 to 4
inches with a disc or other suitable equipment.
Inspect seedbed lust before seedina. If the soil is compacted,
crusted or hardened, scarify the area prior to seeding.
Seed Application
Apply selected seed at rates provided in Figure PS-3 (in the
Connecticut Guidelines For Soil Erosion and Sediment Control
latest edition) uniformly by hand, cyclone seeder, drill,
cultipacker type seeder or hydroseeder (slurry including seed,
fertilizer). Normal seeding depth is from 0.25 to 0.5 inch.
Increase seeding rates by 10% when hydroseeding or frost crack
seeding. Seed warm season grasses during the spring period
only.
Mulching
See guidelines in the Mulch For Seed measures.
MAINTENANCE
Inspect temporary soil protection area at least once a week and
within 24 hours of the end of a storm with a rainfall amount of
0.5 inch or greater during the first growing season.
Where seed has been moved or where soil erosion has occurred,
determine the cause of the failure and repair as needed.
Cr1II 97RC(11(1N Pt Cl7f�IKAPNT rONTPOI NOTFq
VVIL Lr1%0VIV1\ VH V1�VIt♦11�1\ 1 VVI\ 11\V1.- 1\V IVV
1. All soil erosion and sediment control work shall be done in strict
accordance with the Connecticut Guidelines For Soil Erosion and Sediment
Control latest edition.
2. Any additional erosion/sediment control deemed necessary by town
staff during construction, shall be installed by the developer. In addition,
the developer shall be responsible for the repair/replacement and/or
maintenance of all erosion control measures until all disturbed areas are
stabilized to the satisfaction of the town staff.
3. The contractor shall notify the town engineer at the beginning and
the end of each step of the construction procedure and shall not
proceed with the next step until the town engineer has inspected the
work.
4. All soil erosion and sediment control operations shall be in place prior
to any grading operations and installation of proposed structures or
utilities and shall be left in place until construction is completed and/or
area is stabilized.
5. All entrances to the project site are to be protected by construction
entrance (CE) pads, conforming to the Connecticut Guidelines For Erosion
and Sediment Control latest edition. Stone shall conform to Ct. D.O.T.
Form 814A, latest edition, M.01.01 No. 4 stone. The CE pad is to be
maintained at all times during the construction period.
6. In all areas, removal of trees, bushes and other vegetation as well as
disturbance of the soil is to be kept to an absolute minimum while
allowing proper development of the site. During construction, expose as
small an area of soil as possible for as short a time as possible.
7. All fill areas shall be compacted sufficiently for their intended purpose
and as required to reduce slipping, erosion or excess saturation.
Fill intended to support buildings, structures, conduits, etc., shall be
compacted in accordance with local requirements or codes.
8. Topsoil is to be stripped and stockpiled in amounts necessary to
complete finished grading of all exposed areas requiring topsoil. The
stockpiled topsoil is to be located as designated on the plans and ringed
with hay bale barrier or geotextile silt fence. The stockpiled topsoil shall
be temporarily seeded if it is to remain more than 30 days.Topsoil shall
not be placed while in a frozen or muddy condition, when the subgrade is
excessively wet, or in a condition that may otherwise be detrimental to
proper grading or proposed sodding or seeding.
9. There is to be no stockpiling of soil within a ten foot limit of
adjoining properties. Any and all fill material is to be free of brush,
rubbish, timber, logs vegetative matter and stumps in amounts that will
be detrimental to constructing stable fills. Maximum side slopes of
exposed surfaces of earth to be 3:1 or as otherwise specified by local
authorities.
ixjitttt9^sttttflff
I:NF.('KTTST FOR RRnRTON 110WITOT. PLAN
PROJECT: Lot 4, 55 Kimberly Drive
LOCATION- South Windsor, CT
PROJECT DESCRIPTION: Construct a 9,600 sf building.
PARCEL AREA. 1.14 acres
RESPONSIBLE PERSONNEL: Andre Charbonneou 528-7551
EROSION AND SEDIMENT CONTROL PLAN PREPARER- J.R. Russo & Associates
CHECKLIST#
Work Description
Erosion & Sediment
Control Measures
Location
Date Installed
Initials
Date Removed
Initials
Install haybales and
As shown on
silt fence.
plan.
Install construction
As shown on
exit pad.
plan.
Inlet Protection
At catch
basin inlets
MAINTENANCE OF MEASURES:
Location Description or Number Date Initials
Project Dates:
Date of .groundbreaking for project:
Date of final stabilization:
NARRATIVE
This project is located southeast of the intersection of Sandra Drive and Kimberly Drive in South
Windsor, Connecticut. The proposed activity is the construction of a 9,600 s.f. building with
associated parking and utilities.
The suggested schedule of construction is as follows:
1. Install construction exit pad and silt fence.
2. Clear and grub.
3. Strip topsoil and stockpile on -site.
4. Rough grade site.
r C L .d + II 4. 'I rl' f rl +' Q
.J. LA%.,UVULe allu IIIJt.Ull LJU11 111V IounlValloll. Veglnl %,VIIQ rul.11anl VI uullulllg.
6. Install drainage and utilities as shown on the plans.
7. Complete grading of pavement areas, pave binder course.
8. Fine grade remaining disturbed areas and establish vegetation. Plant landscaping
vegetation, mulch and fertilize.
9. Pave surface course of pavement, apply line striping and install signage.
10. Remove silt fence after permanent vegetation has been established.
Construction of this site is anticipated to begin after the approval of these plans.
The developer shall be responsible for the repair/replacement/maintenance of all erosion control
measures until all disturbed areas are stabilized to the satisfaction of the town staff. Sediment
deposits should be periodically removed from the upstream sides of Sediment Barriers. This
material is to be spread and stabilized in areas not subject to erosion, or to be used in areas
which are not to be paved or built on. Sediment Barriers are to be replaced as necessary to
provide proper filtering action. Sediment Barriers are to remain in place and be maintained to
insure efficient siltation control until all areas above the erosion checks are stabilized and
vegetation has been established.
r,.
FILTER , ANGLE 10' UPSLOPE
FOR STABILITY AND
FABRIC SELF CLEANING.
FLOW COMPACTED
100' BACKFILL—
rj:2W
0
BACKFILL THE TRENCH
AND COMPACT THE
EXCAVATED SOIL.
BOTTOM OF
DRAINAGEWAY
1 1
izzI i _LLLLLL .o ❑• ALLLLLL
LLLLLLLL " " LLLLLLL
1 OJ 1 /� LLLLLLL LLLLLLLLL LLLLLLL A
1 L� 1 LLLL LLLLLLLLL LLLL
1 1 L LLLLLLLLL LL
1 1
1 POINTS "A" SHOULD BE
1 1 HIGHER THAN POINT "B"
` ELEVATION
PLAN VIEW
SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT
r FO TFX TI L F SIl T FFNr°F (G.SF)
NOT TO SCALE
) /<
Stone On Filter t1
Fabric.^.
S. t r �•.l > .• t
< • <
.�
< r
Marafi 140N -••>•-.
� ) { �..�{ .>-.•,.. � �� � Thick Min.
ANTI - TRACKING EXIT PAD (CE)
NOT TO SCALE
1 1/2" BIT. CONCRETE CLASS II (CT -DOT M.04)
1 1/2" BIT. CONCRETE CLASS I (CT -DOT M.04)
i- 4" PROCESSED AGGREGATE BASE (CT -DOT M.05.01)
C 4 .•
•d.
8" GRANULAR BASE (CT -DOT M.02.03)
COMPACTED SUBGRADE
BI T UM/NO US C ONCRE TE PA VEMEN T SEC T / ON
NOT TO SCALE
PRE CAST CONCRETE UNIT
2—,#4X4'—1
1'_ 7 • TOP OF FRA6
12' OF CONC. BLOCK OR BRICK
MUST BE PROVIDED TO ALLOW FOR
ELEVA77ON ADJUSTMENT
JOINTS TO BE
I� POiir'ru rt_05n °m rv'l.�'-
I PRE CAST CONCRETE OR
CONCRETE MASONRY MASONRY UNITS
4' MIN. �' POURED CONCRETE OR
PRE CAST SLUMP OR SLAB
(OR EQUAL) 3500 PSI
ti- OF 414 CKW)MU
7-1 STONE
FRONT ELEVATION SIDE ELEVATION
NOTES:
1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0".
2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING.
3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR
CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME.
4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS.
5. ALL BRICKS SHALL BE CONCRETE
TYPE "C" CATCH BASIN
NOT TO SCALE
SUBGI
REMOVE CB GRATE. PLACE
FILTER FAWC REPLACE GRATE
TMNG CARE NOT TO DAMAGE
FILTER FABRIC, ANCHOR W/S'ME
OR EARTH PILE.
r
TYPICAL SECTION
APPROVED GRANULAR NON —
ORGANIC BACKFILL MATERIAL
PLACED AND COMPACTED IN
ONE FOOT (1') (MAX.) LIFTS.
WARNING TAPE PER CONN.
GENERAL STATUTE SECTION
16-345, AS AMENDED, PLACED
12" (MIN.) TO 24" (MAX.) ABOVE
TOP OF PIPE.
=1LTER FABRIC
SEE NOTE)
PIPE AS SPECIFIED
SAND BLANKET
3/4" BROKEN TRAPROCK
GENERAL NOTE REGARDING DETAILS:
ALL MATERIALS SHP- L CONFORM TO
CT DOT FORM 816, LATEST EDITION,
111►11 C�+�+ �1TLlCB'1A/IBC 1►1�1TC1'1
tJ�vLC�7J v 1 Il1Zrtvv1Jc I'lv I Gv. II
1I MIN
r-
a < `r `
6" MIN. 11 '+ ^ �•, o
-SAND BLANKET
FILTER FABRIC
(SEE At/)7 )
PIPE, AS SPECIFIED
-3/4" BROKEN TRAPROCK
O.D.
1' PIPE 1'
PIPE - IN GROUND WATER
NOTE.•
1. INSTALL CLAY STOPS WHERE NECESSARY.
2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2,
WITH PERMITTIVITY OF 0.5 TO 0.1 SEC-1 AND
ADS OF 0.43 mm TO 0.22 mm AND SHALL MEET
AASHTO M288-96.
STONE E
T YP/ CAL SAN/ TAR Y LA TERAL TRENCH SEC TION
NOT TO SCALE
FI L TER FA BRI C SI L T BA RR/ ER
INLET P170 TEC TION
NOT TO SCALE
DEPTH TO INVERT
MIRAFI 146
NON —WOVE
FILTER FABR
I.D• + 2'
12"
12" MIN. 12"
J �I,na J 0 C
7 - C
PROPOSED GRADE
PAVEMENT SECTION OR
LANDSCAPING (SEE PLANS)
APPROVED BACKFILL PLACED AND
'�—`— COMPACTED IN 12" LAYERS
(OR AS OTHERWISE APPROVED)
NO STONE LARGER THAN 3"
WARNING TAPE — MIN. 12"
MAX. 24" ABOVE PIPE
SAND BEDDING PLACED AND
COMPACTED IN 6" LAYERS
MATERIAL SHALL MEET
CT —DOT M206—GRADING C
BACKFILL TO SPRINGLINE OF PIPE
W1774 3/4" CRUSHED STONE (CT -DOT M.02.01)
STORM DRAIN TRENCH DE TA IL
NOT TO SCALE
MOUNT VENT PIPE TO BUILDING
AND EXTEND MIN. 8' ABOVE GRADE
(TYP. OF 2)
FINISHED GRADE
BRICK LEVELING
COURSE (TYP.)
6" DIA. INLET
Varies
RUN VENT PIPE BELOW
GRADE TO BUILDING FACE
(TIP. OF 2)
6'
3.,
THREADED CAP
WITH 1/2" DIA.
HOLE
6" DIA. OUTLET
NOTES:
All joints & pipe penetrations to be made watertight with non —shrink waterproof grout.
Concrete minimum strength — 5,000 psi ® 28 days
Steel reinforcement — ASTM A-415-79, Grade 60, 1" min. cover.
Design Loading AASHTO HS20-44
Construction Joint sealed with 1" dia. butyl rubber or equivalent.
All internal pipe shall be schedule 80 PVC with glued joints
No structural joints shall be allowed below inlet & outlet elevations.
Provide 24 hour detention time.
Minimum 1000 gallon capacity tank
OIL/ WATER SEPARATOR
NOT TO SCALE
2" RADIUS
- TACK COAT W/ ASPHALT EMULSION
PRIOR TO PLACING CURB
PAVEMENT
PROCESSED AGGREGATE
BITUMINOUS CONCRETE LIP CURBING
NOT TO SCALE
�1 ;
08048 ° tc•
STOORMTECH
SC-740 END CAP
STORMTECH SC-740 CHAMBER-
'/. - 2 INCH WASHED,
CRUSHED, ANGULAR STONE —
AASHTO M288 CLASS 2
NON -WOVEN GEOTEXTILE
6"
MIN.
TP-CT PIT nATA
TEST PITS OBSERVED BY J.R. RUSSO &
ASSOCIATES ON MAY 5, 2005
TP1
0"-10" TOPSOIL
10"-96" LIGHT BROWN MEDIUM SAND
NO WATER
NO MOTTLING
NO LEDGE
TP 2
0-6" TOPSOIL
6"-36" LIGHT BROWN LOAMY SAND
36"-56" LIGHT BROWN MEDIUM SAND
TO BLOCKY GRAY SAND TO
CLAY AT BOTTOM
SEEPAGE @ 64"
MOTTLES @ 36"
NO LEDGE
51"
MIN.
6" MIN.
30"
BOT. ELEV. = 64.00
6"
— 12" MIN. TYP.
FOR STORMTECH
INFORMATION CALL 1-888-892-2694
T YPI CAL I NFI L TRA TION UNI T
CROSS SECTION DE TA I L
NOT TO SCALE
REV. 8-04-05 TOWN ENGINEER'S COMMENTS; STREET ADDRESS
REV. 6-29-05 INFILTRATION UNIT; TEST PIT DATA; CB SUMP
Detail Sheet
Lot 4
75 Kimberly Drive
South Windsor, Connecticut
Applicant
Andre Charb onne au
& ,Sons
125 Edwin Road
South Windsor, Connecticut
528— 7551
J.R. RUSSO & ASSOCIATES
Land Surveyors & Professional Engineers
1 SHOHAM ROAD
EAST WINDSOR, CONNECTICUT 06088
(860) 623-0569
FAX: (860) 623-2485
BY SCALE DATE SHEET CHECKED NO.
LF/TAC AS NOTED 6-09-05 5 of 6 JRR 2005-049
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"NEENAH" R-7506 SERIES CONC
FLOOR BOX FRAME AND LID,
OR EQUAL W/S.S. CAP SCREW 24" SQUARE
LID CLOSURE
1 13"
CLASS "B" CONCRETE \ I I -
BIT. CONCRETE PAVEMENT I) l/2" l
, � r
CLEAN—OUTW/
SCREW —IN PLUG
EXISTING
PAVEMENT
6"
10"
\ V
0000
0)
6" 10 0 00 0000
0o0 0 0
'--DIRECTION OF FLOW
'T—WYE' IN —LINE OR
45' ELBOW AT END OF LINE
GENERAL NOTE REGARDING DETAILS:
ALL MATERIALS SHALL CONFORM TO
CT DOT FORM 816, LATEST EDITION,
UNLESS OTHERWISE NOTED.
DEGREE BEND
3/4" BROKEN 7RAPROCK
UNDER BEND
SANITARY CLEAN -OUT DETAIL
NOT TO SCALE
10 GA. GALV. SOFT STEEL GUY WIRE
STAKES NOTCHED FOR WIRE
2 PLY 1/2" DIA. REINFORCED
TREES 2 1/2" CAL. OR LESS HARDWOOD
RUBBER HOSE
STAKES —TWO 2"x2"x8' OPPOSITE AND SET
INTO SUBGRADE
TREES GREATER THAN 2 1/2" CAL.
PIN ND BRANCH
TREEWRAPPING
GUY WIRES — THREE SPACED EQUALLY
�— W / OVERLAP
ANCHORED W/2"x4"x2.5' CEDAR STAKE
SEE LAYOUT FOR SURFACE TREATMENT
3" SHREDDED BARK MULCH
SET CROWN OF ROOTBALL AT SURROUNDING r;
FINISH GRADE BEFORE MULCHING
ROLL BACK TOP THIRD OF BURLAP
12"
— 6„
COMPACTED PLANTING SOIL MIXTURE
PLANTING SOIL MIXTURE
UNDISTURBED SUBGRADE
—SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01
1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS
CONCRETE SURFACE COURSE (OR
MATCH EXISTING, IF GREATER) M 04
2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMIN❑US
CONCRETE BINDER COURSE ( OR
MATCH EXISTING, IF GREATER) M 04
6' (COMPACTED) PROCESSED TRAPR❑CK
BASE.— M 05,01.
6' (COMPACTED) PROCESSED GRAVEL
SUBASE OVER COMPACTED SUBGRADE
(TRENCH BACK FILL) M.02— GRADE, B
(OR PROCESSED TRAPR❑CK)
NOTES
1, ALL SAW ;:U" AND EALEi1 JEAN I'S 1'D
BF.. EIT14E'R PARALLEL WITIi, DR PFRPEN•-
1ICULAR TO, THE CENTERLINE ❑F
'f?•IE PIPE.
2. ALL MATERIALS ARE TO MEE-
F ORM. 814A, AS AM90EB
PERMANENT ROADWA Y PATCH
NOT TO SCALE
CONTRACTOR TO DETERMINE
CURRENT WORDING FOR
HANDICAP SIGN WHEN
CONSTRUCTION TAKES
PLACE.
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
ALL LETTERS TO BE
HELVETICA MEDIUM
(SIZE & PROPORTION
TO MEET ANSI —117.1
SEC. 426
r
i0
3" x 3" CONC. —
FILLED STEEL TUBE
COMPACTED —
SUBGRADE
PROCESSED
TRAPROCK BASE
1" WASHED
GRAVEL
HANDI C
FASTEN SIGN TO POST
WITH STAINLESS STEEL
TAMPERPROOF SCREWS
OR SCREWS.
1" RAD. TYP.
I'lillIll • iI�
TREE PLANTING
MnT Tn SrAI F
THREE 10 GAL. GALV. SOFT STEEL INSTALL TREE PLUMB, PRUNE
GUY WIRE ANCHORED W/2"x4"x2'-6" ALL DAMAGE OR BROKEN BRANCHES
CEDAR STAKE SPACED EQUALLY
SET CROWN OF ROOTBALL AT 2 PLY 1/2" DIA. REINFORCED RUBBER HOSE
SURROUNDING FINISH GRADE.
IF IN HEAVY CLAY SOILS SET
AT 1" ABOVE FINISH GRADE BEFORE 3" SHREDDED BARK MULCH
MULCHING.
STAKES 90' TO GUY WIRES 6" EARTH SAUCER
ROLL BACK TOP THIRD PLANTING SOIL MIXTURE
OF BURLAP 12" 6" COMPACTED PLANTING SOIL MIXTURE
UNDISTURBED SUBSURFACE
EVERGREEN TREE PLANTING
NOT TO SCALE
SET CROWN OF ROOTBALL AT
LEVEL GRADE WITH HIGHEST
POINT
TLLOFpSAUCER p pLgN
3" �HREDDED BARK FMULCHT STEM
COMPACTED PLANTING SOIL NOT TO COVER CROWN OF
MIXTURE TO PREVENT
SETTLEMENT PLANTING SOIL MIXTURE
1/2" DIA. CRUSHED STONE ADDED
IN AREAS WITH POORLY DRAINED 6"
SOILS
SHRUB PLANTING
NOT TO SCALE
-FRAME &GRATE TOP OF GRADE
5„ gu GRADE ADJUSTERS
T- t --E
24"g„
° HANDLE FOR 4'0 PVC PIPE
REMOVABLE MIN.15'HIGH
DOMEAND TEE w14• CAP
\ yI rTRA GUARD SE RT EPT�t
SEE NOTE 2 "0 pVC PIPE
CLEANWT/VENT PIPE
"0 OUTLET
RISER PIPE
° (p•• INLET
4"0 INLET 4110 BUT L ° roiro OUDET
DOWN PIPE RISER PIPE air IF
(REMOVABLE) NEEDED
48" �
O„ O
INSERT DOME AND TEE HERE
(TEE OPENINGS TO FACE SIDE VALLS)
SECTION THRU CHAMBER
SECTION THRU PLAN VIEW
NOTE
1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED
AT THE OUTLET WHERE APPLICABLE.
2. THE COVER SHO!' -'IT POSITIONED OVER THE lV 0
CLEANOUT/VENT Piet AND THE 4"0 INLET DOWN PIPE.
3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE
OF THE FOLLOWING U.S. PATENTS: #4985148, #5498331,
15725760, J5753115. #5849181, 16068765, 16371690.
4. SUPPLIER CONTACT: JIM LYONS, RINKER MATERIALS (413) 562-3647
STORMCEPTOR MODEL STC 4.50_
140T M SCALE
CAST IRON TIRE PROOF GRATE (CT)
12"
6" 12"
PAVEMENT SECTION 3.ID%
DEPTH a
VARIES PER
TRENCH
SECTION ' A'- , .4"
°
v
SOIL SUBGRADE
-- FACE OF BUILDING
PREMOULDED BITUMINOUS EXPANSION
JOINT FILLER W/ SEALANT
/ 67.00
66.80
BRACKET SUPPORT
ASSEMBLY (ZURN—BS)
FINISHED GRADE
3500 PSI CONCRETE
6% AIR ENTRAINED
L — ZURN
"FLOW—THRU"
TRENCH DRAIN
NOTE: MODEL: Z-812—E6—CT
1. USE CHANNEL 2003 FOR 10' SECTION
2. USE ZURN—E6 NO HUB END OUTLET
3. SET CONCRETE, FRAME & GRATE SYSTEM FLUSH W/
FINISHED GRADE, AS SHOWN ABOVE.
4. INSTALL PER MANUFACTURER'S INSTRUCTIONS.
MANUFACTURER: ZURN INDUSTRIES, INC., FLO—THRU DIVISION, FALCONER, NY (716) 665-1132
SUPPLIER: THE JACK FARRELLY COMPANY, BLOOMFIELD, CT (860) 243-9714
TRENCH DRAIN DETAIL
NOT TO SCALE
SCORE LINE
1/2" BATTER '
AS SHOWN ON 6" X
r GRADING PLAN
8„ MIN.
' BIT. CONC.
PROCESSED AGGREGATE
3/8" PREMOULDED
EXPANSION JOINT FILLER
W/SEALANT ® 24'-0" O.C.
5'
/2" R �1/4" PER FOOT PITCH
6"x6"xwl.4xwl.4
REINFORCING MESH
AT MID DEPTH
2—#4 BARS 3" O.C.
8" MIN. COMPACTED
GRANULAR BASE (CT —DOT M.02.03)
CONCRETE WALK _& CURB DETAIL
g 10'
x x x�
CONC. PAD
10' (BROOM FINISH)
2'
2" BIT. APRON
PLAN
NOT TO SCALE
GROUT POSTS IN
CAST —IN —PLACE SLEEVES
(TYP. OF 4)
CHAIN LINK FENCE
6' HIGH W/ PRIVACY SLATS
3" BIT. CONC. — CLASS "A" CONC.
4" PROCESSED STONE BASE _ 6"x6" #6 WIRE MESH
(CT —DOT M.05.01)
8" COMPACTED
12" GRAVEL BASE
(CT —DOT M.02.03)
;SEC TION A
CONC. DUMPS TER PAD DETAIL
NOT TO SCALE
BUILDING
NOTE: TRANSVERSE FALSE JOINTS AT 5'
INTERVALS, NO LONGITUDINAL JOINTS
5" THICK
15' MAX. PREMOULDED BITIMINOUS
EXPANSION JOINT FILLER
SLOPE VARIES W/ SEALANT
X X X X X
Y
L9" MIN. GRAVEL OR 6"x6"xwl.4xwl.4
CRUSHED STONE REINFORCING MESH
AT MID DEPTH
NOTE: EXPANSION JOINTS TO BE PLACED BETWEEN ADJACENT
SLABS, AT BUILDING LINE, AT CURBS, OR AT PENETRATING
STRUCTURES.
TI I ILIML OIDE YVML-I% DE TMIL-
NOT TO SCALE
ELAST❑MERIC MANHOLE
COUPLING (TYP)
BRICK DAM ----
FACE OF
MANHOLE WALL
VAPTcc
6" MIN.
d
,a I
fi 6" MIN.
h q ,
4. MIN,
MIN,
dn• `., � A • . ..1
ELEVATION SECTION
REVERSE "Y"
30 ❑R 45 DEGREES
COMPACTED EARTH
(SUITABLE MATERIAL)
ELBOW
CLASS "A"
CONCRETE
NOTE: PRECAST OUTSIDE DROPS
MAY BE ACCEPTABLE
UPON APPROVAL OF
TOWN ENGINEER.
OUTSIDE DROP MANHOLE CONNECTION
�Ogiiillldddddd®
o
�A R. ,c:' ♦ s,
Lu
0. 08048 : 4f"
, ddddd lilt lS� `•C �� �•a
NOT TO SCALE
0
IT Y Y' y y-,r Y T,
1
APPROX 1.00ATi015'
OF GAS AVAW
I
LEGEND.
256x0
200
•
0
0
i1 �\\\ rat.=60.9 `� �-
G \ , FL=51.6,,E u
r n
NIN
\ \
T F_ 66.8
J,r i `\ FL. ?7.8
\ `
V.
0.5
+
It
PROP. LIGHT (TYP. OF four) STONECO
MODEL FPM175MAL-8 OR EQUAL
15' MOUNTING HEIGHT ' � It
45' MOUNTING ANGLE `�� '
1 , "
AFTER HOURS LIGHTING TO 6E REDUCED l ,t
25 TO SECURITY LIGHTING ONLY ` �i `i 11 it
4
5.0 1.0
0.5 <it
ISOFOOTCANDLE LINE (TYP)
it
•r:� i y �. s -�:: i it :t
5.0
� ° a
2.5
j ° 1 It
1.0
0.5
J !�•' �-J J`� _ .. - G _._... G G----------- (� l; G
�. G G -
G "-
Kimberly DriveFL X " r
EXIST. VH VC
r`�=71.2
16
" W W W W W ... 5N `\' W W "N
_— ... W APPROX. LOCA O&' 12" WATF'? AMAN
-
- --' f
UTILITY POLE
WA TER GA TE
GAS GATE
PROP. CA TCHBA SIN
SIGN
EXISTING CATCH BASIN
EXISTING MANHOLE
PROP. SANI TAR Y
EXISTING SANITARY
U. G. GAS LINE
U.G. WATER LINE
PROP. STORM SEWER
EXISTING STORM SEWER
EXISTING CONTOUR
PROP. CONTOUR
EXISTING SPOT GRADE
PROP. SPOT GRADE
EXIS77NG LP.
EXISTING MONUMENT
PROP. 1. P.
PROP. MONUMENT
HYDRANT
STAKED HA YBALES OR SILT FENCE
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
EXIST MtH
TF=68.1
EXIST. CB
%F = 68.2
F,'..= 62.8 15'
FL•-6J.0 W 18"
'.=62.7 OUT
V. 8-04-05
Photometric Plan
Lot 4
75 Kimberly Drive
South Windsor, Connecticut
-Applicant
Andre Charb onne au
& Sons
125 Edwin Road
South Windsor, Connecticut
528-7551
J.R. RUSSO & ASSOCIATES
Land Surveyors & Professional Engineers
OygYlfltitt9e}„?• �'�
1 SHOHAM ROAD
,�� :o ��G`S''p C.G � EAST WINDSOR, CONNECTICUT 06088
�- ° (860) 623-0569
as ' 4
FAX: (860) 623-2485
''.��` • . E � BY SCALE DATE SHEET CHECKED N0.
,* • . — —
,.R,... i�ti�.``��L LF/TAC 1 "=20' 6-09-05 1 of 1 JRR 2005-049
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,L STUD &
. BOARD
11'-0" 68'-5" 75-7" 5-0"
JLATED
'TITIONS
3'-0" X
3'-V
T-o„ X
-
'v n.. v � _n, A'4T'
J _u ^ v -v SiNK -
6,
60 60
CONFERENCE ROOM 6-$'
SHOWER El SINK
12'-1 " X 19'-4 /2'
0
O
KITCHENETTE
SHOP
MICRO./SINK
TOILET
5-0",7'-0" X 8'-0"
CLEAR >3'-�O"X METAL STUD & GYP. METAL STUD AND
3'-0"X
6 -8
BOARD INSULATED GYPSUM BOARD
3'-0" X
PARTITIONS WALL TO
OFFICE
OFFICE UNDERSIDE OF
,:r)„ v
^
ri pep ROOF DECK
TOILET
12'-2" x 9'-7"
6 s
N
7'-0" X 8'-0"
3'-0" X
SINK
6'-8"
Fff
METAL STUD & SHOP AREA
TENANT
3'-0" X
3'-0" X 3'-0" X
GYP. BOARD
INSULATED 58'-0" x 88'-9 Yz"
TENANT SPACE SPACE
>
6'-8"
VESTIBULE
6'-8" 6'-8"
PARTITIONS
58'-0" x 48'-7' TOILET 5'-0"
CLEAR
/I
7'-0" X 8'-0"
7-0" X 10'-0"
I
DRAIN DRAIN
DRAIN
I
3'-0" X
6'-8"
c�
25'-0" 38'-9 1 /2" 25'-0"
25'-0" 25'-0"
Q.
OFFICE
12'-2" X 9'-7"
PAIR
2'-0" x
CLOSET
6'-8"
N
3'-0" X
6-8"
OFFICE
12'-1 " X 19'-4
METAL STUD & GYP. BOARD
:a
INSULATED PARTITIONS
3'-0" X 6'-8" 3'-0" X 6'-8"
3'-0" X 6'-8"
10'-0" X 12'-0" GLASS DOOR 8'-0" X 8'-0" GLASS DOOR
10'-0" X 12'-0" GLASS DOOR
OVERHEAD DOOR W/3'-0" SIDELIGHT OVERHEAD DOOR W/3'-0" SIDELIGHT
OVERHEAD DOOR W/3'-0" SIDELIGHT
e
LOWER
\ /
GRADETO
V
ALLOW FOR
LOADING
28 0
+!
LOADING
DOCK
DOCK
DRAIN
N
9'-0"
12'-0"
41'-0"
21'-2 1 /2"
15-9 1 /2"
U
U 73'-0"
26'-8"
23'-4"
1 10'-0"
50'-0"
160'-0"
DE!
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GRADELINE
ELEVATION -EAST
SCALE:
U)
•
01
kD
U
(V
'rJ
N
M
to
U
co
L_IU
tD
06
•
p
4-J
to
<b
at
O
O
co
kp
�
O
+J
u
c
O
C
N
a�
F--I
a
O
t
v)
Z
0
W
W
Q
0
Lu
7
U
Q
z
( j
0
Q
`✓
Lu
CD
LL
Q
N
r/
W
z
0
z
�-
°
0
0
O
�'
L.L.
m
W
Q
0
U
n
n
U
ry
n
REVISIONS:
5/27/05
5/31/05
6/06/05
SCALE:
DATE:
1 /8"=1 '-0"
5/24/05
DRAWN:
CHECKED:
REZ
DW
JOB NO:
SHEET NO:
05-18
A- I
zoos -aLf 9