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SEAL
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CHIEF DESIGNER:
REVIEWED BY:
DATE
FNo.DATE
DESCRIPTION
BY
REVISIONS
SCALE:
HORZ.: 1" = 40'
VERT.:
DATUM:
HORZ.:
VERT.:
40 20 0 40
GRAPHIC SCALE
FUSS & O'NEILL INC. Consulting Engineers
146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
860.646.2469
www.FandO.com
PROJ. No.: 1990 465.1332
DATE: 03/06/02
UTC FUEL CELLS
EXISTING CONDITIONS PLAN
EAST PARKING LOT RECONSTRUCTION
SOUTH WINDSOR
CONNECTICUT
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SEAL
SEAL
SCALE:
FUSS & O'NEILL INC. Consulting Engineers
' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
O
860,646.2469
www.FandO.com
UTC FUEL CELLS
DEMOLITION PLAN
195 GOVERNORS HIGHWAY
SOUTH WINDSOR CONNECTICUT
CHIEF DESIGNER: EPF
HORZ•: 1" = 40'
REVIEWED BY:
DATE
VERT.:
DATUM:
HORZ••
VERT.:
1.
40 20 0 40
No.
DATE
DESCRIPTION
BY
REVISIONS
GRAPHIC SCALE
PROJ. No.: 1990 465.632
DATE: 03/14/02
CO.2
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BITUMINOUS CONCRETE_ PAVING
4 CEMENT CONCRETE MOTORCYCLE ARKI G PAD °
6'x27' CHAIN LINK FENCp --, C
18" HIGH WITH 12" BAR, WHITE (typ)
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0
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PROJ. MANAGER: KMS
SEAL
SEAL
SCALE:
.103 FUSS & O'NEILL INC. Consulting Engineers
' 146 HARTFORD ROAD, s60.646E2469� CONNECTICUT 06040
www.FandO.com
UTC FUEL CELLS
LAYOUT PLAN
EAST PARKING LOT RECONSTRUCTION
SOUTH V INDSOR CONNECTICUT
CHIEF DESIGNER: EPF
HORZ.: 1" = 40'
REVIEWED BY:
DATE
VERT.:
DATUM:
HORZ :O
VERT.:
1.
05/14/03
REPLACE WESTERLY ISLANDS WITH STRIPED ISLANDS
EPF
40 20 0 40
No.
DATE
DESCRIPTION
BY
REVISIONS
GRAPHIC SCALE
1
PROJ. No.: 1990 465.632
DATE: 03/06/02
C2.1
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PROJ. MANAGER: KMS
CHIEF DESIGNER: EPF
REVIEWED BY: DATE
2. 05/16/03 REVISED GRADING/ DRAINAGE AWP
F 1. 05/14/03 REPLACE WESTERLY ISLANDS WITH STRIPED ISLANDS EPF
No. DATE DESCRIPTION BY
U
REVISIONS
SEAL
SEAL
SCALE:
HORZ.: 1" = 40'
r VERT.:
DATUM:
HORZ.:
VERT.:
40 20 0 40
GRAPHIC SCALE
FUSS & O'NEILL INC. Consulting Engineers
O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
860.646.2469
www.FandO.com
PKUJ. NO.: IyWU 400.0.5L
DATE: 03/06/02
C2.2
UTC FUEL CELLS
GRADING & UTILITY PLAN
EAST PARKING LOT RECONSTRUCTION
SOUTH WINDSOR
CONNECTICUT
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2 FRAXINUS P . SUMMIT Y_ �N SUMMIT GREEN ASH 3-3 1 / 2" CAL.
' 1 L
10 PLATANUS A. BLOODGOOD BLOODGOOD LONDON 'PLANE 3-3 1/2" CAL.
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a 1 I � D 25 ARCTOSTAPHYLOS /VA I�RSI
1 E 74 CALAMAGROSTARL FOERSTER FEATHER REED GRASS 1 GAL. POT
� pT -•, - T
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18 " HT.
I --��X -24
VERT. RED SPRITE DWARF WI TERBERRY �J
k I l 1 1 �`°(� `s I I J 7 JUNIPERUS BLUE STAR xJ BLUE ST JUNIPER a 18-24" SPD.
k ' I I I K 5 MYRICA PENNSYLVANICA NORTHERN BAYBERRY 2-3' HT. a
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SEAL
SEAL
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SCALE:
O FUSS & O'NEILL INC. Consulting Engineers
' 146 HARTFORD ROAD, 860N646 2469� CONNECTICUT 06040
www.FandO.com
UTC FUEL CELLS
LANDSCAPE PLAN
EAST PARKING LOT RECONSTRUCTION
SOUTH WINDSOR CONNECTICUT
CHIEF DESIGNER: BAK
HORZ.: 1" = 40'
REVIEWED BY:
DATE
VERT.:
DATUM:
HORz:
VERT...
1.
05/14/03
REVISE ISLAND PLANTINGS & EAST LINE PLANTINGS
EPF
40 20 0 40
No.
DATE
DESCRIPTION
BY
REVISIONS REVISIONS
GRAPHIC SCALE
PROJ. No.: 1990 465.1332
DATE: 03/06/02
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PROJ. MANAGER: KMS
SEAL
SEAL
SCALE:
� FUSS & O'NEILL INC. Consulting Engineers
' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
O
860.646.2469
www.FandO.com
UTC FUEL CELLS
SEDIMENTATION AND EROSION CONTROL
195 GOVERNORS HIGHWAY
SOUTH WINDSOR CONNECTICUT
CHIEF DESIGNER: EPF
HORZ.: 1" = 40'
REVIEWED BY:
DATE
VERT.:
DATUM:
HORZ.:
VERT.:
1.
05/14/03
REPLACE WESTERLY ISLANDS WITH STRIPED ISLANDS
40 20 0 40
No.
DATE
DESCRIPTION
BY
REVISIONS
GRAPHIC SCALE
PROJ. No.: 1990 465.1332
DATE: 03/14/02
C3.1
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4" YELLOW STRIPES
(45' AT 2'-0" O.C.)
HANDICAP PARKING SIGN (SEE DETAIL)
SLOPE SIDEWALK <
8.33% MAX. S SITE PLAN FOR W K LAY T
it
i� i
VANIZED POST. FLUSH FLUSH CURB LINE
5V`k
I
�Ink
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CONCRETE BASE
k ��? HANDICAP
SYMBOL c HANDICAP
d �s
c SYMBOL
5' 10' 5' 10' 5' 9'
HANDICAP STALL HANDICAP STALL STANDARD STALL
SEE HANDICAP SEE HANDICAP
RAMP DETAIL RAMP DETAIL
HANDICAP & STANDARD PARKING STALLS
NOTES:
1. SIGN SHALL HAVE BLUE BACKGROUND WITH WHITE LETTERS.
2. BASE SHALL BE PAINTED YELLOW.
^ N REFLECTIVE PAINT
PORTABLE 'MEDICAL PERMIT' SIGN
NOT TO SCALE
Iilila11;
BACKGROUND WITH WHITE LETTERS.
OF PARKING SPACE
HANDICAP SYMBOL
W I-
Z
O W
m :E
Q W
CC) Q
EXISTING GRADE IN GRASSED AREA
IN ACCORDANCE
+ETAL SIGN POSTS
S.
STATIONARY SIGN POST DETAIL
12'
HANDICAPPED N
PARKING
STATE PERMIT
REQUIRED
VIOLATORS
SUBJECT TO
PENALTY
BACKGROUND —BLUE, REFLECTORIZED
LEGEND —SILVER, REFLECTORIZED
WHITE
4"x4" STEEL TUBE WITH WELDED TOP
CAP ANCHORED 24" IN SOLID CONCRETE.
CONNDOT SIGN NO. 31-0629(P)
HANDICAP SIGN
4" SOLID YELLOW LINE
FOR STANDARD STALL
nl l ..nr�nlnl t� .11 Tn ..r= n n 7 f`nC'!`ICI!`ATInAIC UnDAA R1 AA AS AMENDED
SIDEWALK LOPE NOT TO EXCEED 1:12
GRASS RAMFj CRASS
I_ _L 3' MIN.
BITUMINOUS CURB LINE 3'-4" MAX
T
JRSING
DEPTH TO INVERT
VARIES SEE PROFILES
PROPOSED GRADE
PAVEMENT SECTION OR
LANDSCAPING (SEE PLANS)
I. D. + 2'
3' MIN-
12"
MIN. „
12
I.D.
0 0 0-0-0 0 0
°°°°°0° 0 00 0 0 0
WARNING TAPE — MIN. 12"
MAX. 24" ABOVE PIPE
APPROVED BACKFILL PLACED AND
COMPACTED IN 12" LAYERS
(OR AS OTHERWISE APPROVED)
NO STONE LARGER THAN 3"
SAND BEDDING PLACED AND
COMPACTED IN 6" LAYERS
NO STONE LARGER THAN 1-1/2".
MATERIAL SHALL
MEET D.O.T. M2.05
BEDDING ON SUITABLE NATIVE MATERIAL OR
3/4" CRUSHED STONE BEDDING MATERIAL
IN ROCK EXCAVATION OR IN UNSUITABLE
MATERIAL AS DIRECTED BY THE ENGINEER.
MATERIAL SHALL MEET D.O.T. M.02.1
FOR 3/4" STONE.
BITUMINOUSSIDES) CURB TYP.
(BOTH SIDEFINISHED PAVEMENT LEVEL-/ LBACKFILL TO SPRINGLINE OF PIPE
WITH 3/4" STONE WHEN USING
POLYTHYLENE OR CPP PIPE
NOTE:
DRAINAGE DESIGN IN THE VICINITY OF RAMPS
SHALL BE AN INTEGRAL PART OF THE RAMP
DESIGN. NO DRAINAGE STRUCTURE SHALL BE
PLACED WITHIN THE LIMITS OF THE RAMP.
BITUMINOUS CONCRETE HANDICAP RAMP
SECTION
BITUMINOUS CONCRETE CURB
CURB NOTES:
1. SURFACE ON WHICH CURBING IS PLACED SHALL BE CLEAN
AND AN APPROVED TACK COAT SHALL BE APPLIED JUST
PRIOR TO PLACING CURB.
2. CURBING SHALL BE MACHINE.
3. CURBING MAY BE PLACED ON BITUMINOUS BASE COURSE IF
APPROVED BY THE ENGINEER.
STORM DRAIN TRENCH
TOWN OF SOUTH WINDSOR STANDARD DETAIL
- 3" BITUMINOUS CONCRETE INSTALLED
IN 2 LIFTS OF 1 1/2" EACH
GRIND EXISTING BASE AND
ADD 3" PROCESSED STONE
XISl1NG BASE
HEAVY DUTY PAVEMENT
6" , MATCH EXISTING
1 /4" / FT.
2" BITUMINOUS CONCRETE,CLASS 2
8" ROLLED GRAVEL BASE
BITUMINOUS CONCRETE SIDEWALK
PROJ. MANAGER: KMS
SEAL
SEAL
SCALE:
FUSS & O'NEILL INC. Consulting Engineers
c860.646.2469VERT.: '146 HARTFORD ROAD, MANCHE2469 CONNECTIGUT 06040
www.FandO.com
UTC FUEL CELLS
CONSTRUCTION DETAILS
EAST PARKING LOT RECONSTRUCTION
SOUTH VVINDSOR CONNECTICUT
CHIEF DESIGNER: EPF
HORZ.: NTS
REVIEWED BY:
DATE
VERT.:
DATUM:
FNo.l
HORZ.:
ATE
I DESCRIPTION
BY
REVISIONS
GRAPHIC SCALE
PROJ. No.: 1990 465.13
DATE: 03/13/02
C4.1
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BALES TO BE --
BUTTED TOGETHER
EXIST, GRADE OR —
PAVEMENT (DO NOT
STAKE IN PAVEMENT)
BALED HAY OR STRAW
SIDE SLOPE BOTTOM OF SWALE ,, SIDE SLOPE
VARIES
FLOW
PLAN
FILTER FABRIC
OVER GRATE
CATCH BASIN
SECTION AT LOW POINT
WEDGE LOOSE STRAW
BETWEEN BALES TO
CREATE A CONTINUOUS
BARRIER
2"x2"x3' LONG STAKES
OR REBARS EACH BALE
FINISH GRADE
BURY TO A
DEPTH OF 4"
CVICTIAI/� BDAr%C
HAY BALES
DIRECTION OF BINDING
WIRE OR TWINE
10' MAX, 10' MAX.
Q SWALE
BOTTOM OF
DRAINAGE WAY
PLAN
SECTION AT SWALE
HAY BALES
SELF-SUPPORTING SILT -
FENCE FABRIC OR FILTER
FABRIC
FINISH GRADE
z
�j Z FINISH GRADE FLOW .�
— RECOMPACTED
BACKFILL
EXTEND 6" OF FAE
BELOW GROUND
ELEVATION
NOTES: PHYSICAL PROPERTY REQUIREMENTS
1.) INSTALL SILT FENCE & WOOD STAKES AS RECOMMENDED FILTERING EFFICIENCY 75% (MIN.)
BY MANUFACTURER,
2.) SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF TENSILE STRENGTH AT EXTRA STRENGTH
PROPYLENE, NYLON, POLYESTER OR ETHYLENE FILAMENTS 20X (MAX.) ELONGATION 50 lbs. / LIN, IN,
AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
CONFORMING TO THE FOLLOWING REQUIREMENTS: STANDARD STRENGTH
30 lbs. / LIN. IN,
(MIN.)
SILT FENCE
FLOW RATE 0.3 GAL. / SQ. FT. /
MIN. (MIN.)
VARIES
'"E'^ ;E LOOSE STRAW
'EEN BALES TO
TE A CONTINUOUS
;IER
S BUTTED TOGETHER
2"x2"x3' LONG STAKES
OR REBARS EACH BALE
"x2" WOOD STAKE
(MIN. LENGTH: 3'-6')
z
100'
N
z
N
SHALL BE
THAN POINT B
CONSTRL
ENTRANC
SEE PLAN P
WIDTH OF APR
CII TCD FABRIC
GRADE
`TFn 4lIRGRAnF
SECTION
NOTES:
1,) MAINTAIN ANTI —TRACKING APRON IN GOOD
z CONDITION THROUGHOUT CONSTRUCTION PERIOD.
0 2.) ADJACENT ROADWAY SHALL BE SWEPT DAILY TO
,n REMOVE ANY MATERIAL THAT MAY BE TRACKED
ONTO PAVEMENT,
3.) WIDTH OF APRON SHALL NOT BE LESS THAN WIDTH
OF INGRESS OR EGRESS.
EXISTING EDGE OF PAVEMENT
ADJACENT ROADWAY
LOCATION PLAN
ANTI -TRACKING APRON
EROSION & SEDIMENT
CONTROL NOTES
1.
Erosion and sediment control measures will be installed
7. The Contractor shall establish an erosion control line
prior to demolition and/or construction. Gravel
(hoybole check or filter fabric) about ten (10') feet from
construction entrance will be installed before
toe to slope of proposed fill areas prior to beginning fill
construction traffic into and out of project area begins.
installation. Stabilization of slopes in fill areas (using
Stabilization of all regraded and soil stockpile areas will
mulch or grass) shall be initiated within thirty (30) days
be initiated and maintained during all phases of
of commencement of fill installation.
construction.
8.
Stabilization of slopes in cut areas (using mulch or grass)
2.
All erosion and sediment control measures will be constucted in
and the installation of control line (haybale check or
accordance with standards and specifications of the "Guidelines
filter fabric) at the toe of slope shall be initiated within
for Soil Erosion and Sediment Control" and Town of South Windsor
the first (30) days of commencement of cut.
regulations. All erosion control measures are to be maintained and
g,
Sediment removed from control structures will be disposed of
upgraded as required to achieve proper sediment control during
in a manner which is consistent with the intent of this
construction.
plan. All haybales or silt fence retaining sediment over
1/2 their height shall have the sediment removed and all
3.
Additional control measures will be installed during the
damaged erosion controls removed and replaced.
construction period, if deemed necessary by the Town or
10.
Contractor will be assigned the responsibility for
State.
implementing this Erosion and Sediment Control Plan, This
4.
Catch basins will be protected with haybale filters
responsibility includes the installation and maintenance of
throughout the construction period until all disturbed
control measures, informing all parties engaged on the
areas are thoroughly stabilized. Filter fabric should be
construction site of the requirements and objectives of the
installed under grate opening until pavement is in place and
plan, and notifying the proper Town/City agency of any transfer
lawn established.
of this responsibility. The owner shall be responsible for
conveying a copy of the Erosion and Sediment Control Plan if
5.
Seeding mixture for finished grassed areas will be as
the title to the land is transferred.
follows:
11.
Stockpiles of soil shall be surrounded by a sediment
Kentucky Blue Gross 45%
barrier. Soil stockpiles to be left bare for more than
fifteen (15) days shall be stabilized with temporary
Creeping Red Fescue 45%
vegetation or mulch. If soil stockpiles are to remain for
more than sixty (60) days, filter fabric shall be used in
Perennial Ryegrass 10%
place of haybales. Side slopes shall not exceed 2:1.
12.
The Contractor shall be responsible to control dust and wind
Seed to be applied at a rate of 4 lbs./1000 sq. ft.
erosion throughout the life of his Contract. Dust control
Fertilizer shall be applied at a rate of 2 lbs./ 1000
shall include, but is not limited to, sprinkling of water on
sq, ft..
exposed soils and haul roads. Contractor shall control dust
to prevent a hazard to traffic on adjacent roadways.
Planting seasons shall be April 1 to June 1 and August 15 to
final is to be delayed for than thirty (30)
September 15. After September 15, areas will be stabilized
13.
If grading more
with haybale check, filter fabric, or woodwhip mulch, as
days after land disturbances cease, temporary vegetation or
required, to control erosion. For areas to have specific
mulch shall be used to stabilize soils.
landscape coverage other than seeding or sodding, see
landscape development plan.
14.
Hayboles shall be used only as a temporary measure. Where
control measures will be required for longer than sixty (60)
6
Areas to be left bore before finished grading and seeding is
days, filter fabric shall be used.
achieved, shall receive a temporary seeding of Perennial
Ryegrass applied to a rate of 2 Ibs,/1,000 sq. ft. at a
depth of 1 /2 inch. Limestone (equivalent to be 50 percent
calcium plus magnesium oxide) shall be applied as seedbed
preparation at a rate of 90 lbs./1 ,000 sq. ft. Planting
seasons shall be March 1 to June 15 and August 1 to October
1. Where grass predominates, fertilize according to a soil
test at a minimum application rate of 1 lb. of nitrogen per
Areas to be left bare before finish grading and seeding
outside of planting seasons shall receive an air-dried wood
chip mulch, free of coarse matter, treated with 12 lbs. of
nitrogen per ton, applied at a rate of 185-275 lbs./1,000 sq. ft.
15. Where dewatering is necessary, there shall not be a discharge
directly into wetlands or watercourses. Proper methods and
devices shall be utilized to the extent permitted by low, such
as pumping water into a temporary sedimentation bowl,
providing surge protection at the inlet and the outlet of
pumps, floating the intake of the pump, or other methods
to minimize and retain the suspended solids, If a pumping
operation is causing turbidity problems, said operation shall
cease until such time as feasible means of controlling
turbidity are determined and implemented.
FRONT ELEVATION
CAST GUNGE
FRAME ELEV
INC. BLOCKS
6' TO 12'
TO BE
_USH & FULL
ONCRETE OR
ASONRY UNIT
f SUMP OR
EQUAL) 350
3/4' CRUSH[
i, rlllvllnurl tuvtK uvtK lur ur r1rL
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
SIDE ELEVATION
TYPE "C- L" CATCH BASIN
TOWN OF SOUTH WINDSOR STANDARD DETAIL
TRAP HOODS SHALL BE INSTALLED
IN ALL CATCH BASINS, WHERE
REQUIRED BY TOWN ENGINEER TO
SATISFY ENVIRONMENTAL CONCERNS.
TRAPH OOD I N STALLATI ON
TOWN OF SOUTH WINDSOR STANDARD DETAIL
PROJ. MANAGER: KMS
SEAL
SEAL
SCALE:
FUSS & O'NEILL INC. Consulting Engineers
' 146 HARTFORD ROAD, MANCHECONNECTICUT 06040
O
2469
860.646,2469
www.FandO.com
UTC FUEL CELLS
CONSTRUCTION DETAILS
EAST PARKING LOT RECONSTRUCTION
SOUTH WINDSOR CONNECTICUT
HORZ.: NTS
CHIEF DESIGNER: EPF
VERT.:
REVIEWED BY:
DATE
DATUM:
H O RZ..mrra
FNo.DATE
VERT.:
0
DESCRIPTION
BY
GRAPHIC SCALE
REVISIONS
PROJ. No.: 1990 465.1332
DATE: 03/13/02
C4.2
6i
h
U
0
ui
0
FIXTURE: SCHEDULE
TYPE A - USA ARCHITECTURAL MODEL #
LUM--SEG-V-400-MH-1-GREY-LEX
MOUNTED ON 2S' HIGH POLE - USA
ARCHITECTURAL # SNTA 255-188-1-GREY
TYPE A1-
USA ARCHITECTURAL MODEL #
LUM-SEG-V-400-MH-1-GREY-LEX
MOUNTED ON 25' HIGH POLE - USA
ARCHITECTURAL # SNTA 255-188- i -GREY-GFI
TYPE B -
USA ARCHITECTURAL MODEL #
LUM-SEG-IV-400-MH- 1 -GREY-LEX
MOUNTED ON 25' HIGH POLE - USA
ARCHITECTURAL # SNTA 255-188-1-GREY
TYPE B 1-
USA ARCHITECTURAL MODEL #
LUM-SEG-IV-400-MH-I-GREY-LEX
MOUNTED ON 25' HIGH POLE - USA
ARCHITECTURAL # SNTA 255-188-1 -GREY- GFI
TYPE C -
EXISTING USA ARCHITECTURAL MODEL #
L.UM-SEG-IV-400-MH- I -GREY-LEX
MOUNTED ON 25' HIGH POLE
TYPE D -
USA ARCHITECTURAL MODEL #
BDA-IL-100-MH-277-8"DIA-GREY-DF
36" HIGH BOLLARD
ca7E
5
P
3/4" C - 2 #8 TO
NEW 20 AMP - 1 POLE
CIRCUIT BREAKER IN
PANEL LP 63-11 - SEE
LIGHTING CONTROL WIRING
DIAGRAM THIS SHEET
3/4" C - 2 #10
A
3 4" C - 2 #10
4" EMPTY CONDUIT ROM POLE BASE
-1ttNCTION B�-Bk�kLDING FOR
TURE SECURITY CAM" A
2 #10
3/4" C - 2 #8 FROMI RECEPTACLE
SC-A:EW 20 AMP IRCUIT —
BRFAKER IN EXIST. 12 /208 VOLT PANEL
APPROXIMATE LOCATION OF
EXISTING 120/208 VOLT PANEL
PROVIDE 1 NEW 20 AMP -
1 POLE CIRCUIT BREAKER
IN EXISTING SPACE
APPROXIMATE LOCATION OF
EXISTING PANEL LP 63-11 -
PROVIDE 3 NEW 20 AMP -
1 POLE CIRCUIT BREAKERS
IN EXISTING SPACES
iq
3/4" C _
/4" C - 2 #8 TO Flon
AMP - 1 POLE
CIRCUIT BREAKER IN
PANEL LP 63-11 - SEE
LIGHTING CONTROL WIRING
DIAGRAM THIS SHEET
/ 1,10 PARKING
.7
GENERAL NOTES:
1) ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE
WITH THE NATIONAL ELECTRIC CODE AND UTC FUEL CELLS
REQUIREMENTS.
2) ALL WIRING SHALL BE THHN COPPER CONDUCTORS AND
SHALL BE RUN IN CONDUIT. CONDUIT FOR EXTERIOR USE SHALL
BE SCHEDULE 40 PVC DIRECT BURIAL RATED. CONDUIT FOR INTERIOR
USE SHALL SHALL BE RIGID STEEL. CONDUITS INSTALLED IN PARKING
AREAS AND DRIVEWAYS SHALL BE A MINIMUM OF 24" BELOW GRADE.
2}4
" 34'C-2#10
Q /
rn v
3/4" C - 2 #8
w
D �e
0
M
cn
r
r*t
N
w
r
=t
4 EMPTY CON 'iI-POLE
BAS
CTION 800, INSIDE
E31JUDING FO
FUTURE SECURITY CAM
RA
/4" C - 2 #10
C - 2 #
TACLE
TO NEW 20 AMP - 1
-PO-LE CIRCUIT
BREAKER IN EXIST. 12
/208 VOLT PANEL
]
E31
s
ao s
aoss aoz W
FI
3/4' X 10' GROUND
W;TH EXOTHERMIC CO,
3/4" C - 2 # 10
3/4" EMPTY CONDUIT FROM POLE BASE
TO JUNCTION BOS INSIDE BUILDING FOR
FUTURE SECURITY CAMERA
o
ry
3/4" C -
2 #10
O
z
Of
LL.1
O
0
3/4" C
- 2 #8
FROM
RECEPTACLE
TO NEW
20 AMP
- 1
POLE CIRCUIT
BREAKER
IN EXIST. 120/208 VOLT PANEL
LIGHTING FIXTURE SEE FIXTURE
SCHEDULE FOR DESCRIPTION
VLF- -- SEE FIXTt1RE SChIECUL.E
OR DESCRIPTION
NOTES:
1. CONC F rE PULE AND DOLLARD BASE`, SHALL 13L PROVIDED UN!iER Dhl. ✓.
THE INTENT OF THIS OCTAL IS TO INDICATE REOUIREO CIECTRICAt_
PROVISIONS UNDER DN. 16.
2. A14CHOR BOLT SIZES SHALL BE COORDINATED WITH FIXTUR- MANUFAf'TURERS
RECOMMENDATIONS. USL MANUFACTURER SUPPLIED TEMPLk-E TO LOCATE
ANCHOR BOLTS,
3, AU. GROUNDING CONDUCTOR CONNECTIONS SHALL- 3E MADE Wnll
AN EXOTHERMIC 1=a- —D TYPE OF SYSTEM SUUBLE WITH THE
CONNECTION TYPE: TO BE MADE:, DONE) METAUJC CONDUIT WHERE UTILIZED.
4, CONCRETE BASE DIMENSIONS INDICATED SHALL BE ADJUSTED TO SUIT
SITE SOIL CONDMONS AS RECOMMENDED UNDER DIV. 2.
— CAP OFF CONDUIT
NOT UTILIZED
FIXTURE POLE
E 3'-0" MIN.
CURB OR PAVING
:HOLE Wi TH
;EYED COVER
,i
4 - 1" A ANCHOR BOLTS
ANCHOR BOLTS
P. OF 4)
- RACEWAY & CONDUCTORS
AS INDICATED ON PLANS
POURED CONCRETE BY
DIVISION 3.
#-/ VERT. STARS
FH #3 TIES @
' 4.C,
25 FT POLEZLIGHT FIXTURE BASE DETAIL
NOT TO SCALE
TO PARKING LOT
277 VOLT SPST LIGHTING FIXTURES
PHOTOCELL
LIGHTING CONTROL WIRING DIAGRAM
NOT TO SCALE
H 277 VOLT CIRCUIT
N FROM PANEL LP 63-11
H 277 VOLT CIRCUIT
N FROM PANEL LP 53-11
N 277 VOLT CIRCUIT
H FROM PANEL LP 63-11
PROD. MANAGER:
SEAL
°v
'�0 of" "°
+'�'•' R� .
A�A- 4 v _
*mom 'r.::
�;�.°
,t� �-,�
1�s=�
TO MY KNOWLEDGE AND BELIEF, THESE MAPS ARE SUBSTANTIALLY CORRECT
HEREON.
AS NOTED H 0
12327
SCALE:
00 FUSS & O�NEILL INC. Consulting Engineers
' 146 HARTFORD ROAD, 860.646 MANCHESTER,CONNECTICUT 05040
wWw.FandO.com
1�DONOVAN, HAMMICK & ERLANDSON
ASSOCIATESJNC.- CONSULTING ENGINEERS
40 TOER WIE — AY01i CT 06067 — (B60) 678 tlTJ1 — FAX (866) 677 017t — f11iL donown►anw k 1 xrtrd
UT �� CELLS
SITE LIGHTING PLAN
EAST PARKIN LOT -CONSTRUCTION
,SOLI I- )XgNDSOR CONNE CTICUT
HORL: 1" = 40'
CHIEF DESIGNER:
VERY.:
REVIEWED BY:
DATE
DATUM:
HORZ:
VERT.:
1
3/12/03
ADDED GFI'S & EMPTY CONDUIT, CHANGED�Q'.\�'
40 20 0 40
WIRE SIZES
HIE
No.
DATE
DESCRIPTION
BY
n:, �,,,
'GRAPHIC SCALE
REVISIONS
LAWRENCE R. GEISSLER, JR. LICENSE No.
PROJ. No.: 1990 465.1332
DATE: 09/06/02
E1.1