HomeMy WebLinkAboutSITE LAYOUT - Valvoline - New Commercial BldgDO
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STATIONERY DRIVE
N.
2
N
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T
63.26'
10.00'
20.00'
23.00'
30.00'
59.00'
30.00'
VE
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62.50'
BO
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E
.
DUMPSTER
26.00'EXISTING
ABANDONED
WELL DUMPSTER
LANDSCAPE AREA
LANDSCAPE AREA
TRAFFIC LIGHT
RIM/ LID 4849.89
SOUTH INVERT 4841.57
WEST INVERT 4841.59
APPROX. WINCO
WATERLINE
GRAVEL DRIVE
FLAT CURB
FLAT CURB
FLAT CURB
40.00'
END OF PAVEMENT
NEW CURB AND GUTTER NEW ENTRANCE
4850.00
REGULAR CURB STARTS
24.00'
20.00'
30.00'
45.00'
ADA ACCESSIBLE CURB
MATCH EXISTING CURB AND GUTTER
13.50'
0
SCALE: 1"=
(SCALE FOR 24"x36" PRINTS ONLY)
20'20'40'
20'
N
E
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W
OF
SHEET NO.
JOB NO.
REVISIONS
DRAWN BY
DATE
DATE
CHECKED BY
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ID
A
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C1.0
PROPOSED/EXISTING SIGN49.00PROPOSED/EXISTING ELEVATION
PROPOSED/EXISTING FIRE HYDRANT
PROPOSED/EXISTING VALVE
EXISTING LIGHT POLE
SIDEWALK
TREE
PROPOSED/EXISTING MANHOLE
FIBER OPTIC LINE
SANITARY SEWER
PROPOSED/EXISTING STORM DRAIN INLET
EASEMENT
GAS
STORM
EXISTING WATER LINE
SIDEWALK
POWER
CURB
OHADIFOE
T
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S
SUTFOLNAY
R
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ESNECIL
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NELANOISSEFORP8712
07/10/25
DO
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STATIONERY DRIVE
N.
2
N
D
E
A
S
T
63.26'
10.00'
20.00'
23.00'
30.00'
59.00'
30.00'
VE
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US
A
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62.50'
BO
N
D
A
V
E
.
DUMPSTER
26.00'EXISTING
ABANDONED
WELL DUMPSTER
LANDSCAPE AREA
LANDSCAPE AREA
TRAFFIC LIGHT
RIM/ LID 4849.89
SOUTH INVERT 4841.57
WEST INVERT 4841.59
F.
F
.
=
4
8
5
0
.
0
0
APPROX. WINCO
WATERLINE
GRAVEL DRIVE
FLAT CURB
FLAT CURB
FLAT CURB
40.00'
END OF PAVEMENT
BOTTOM OF POND = 4844.00
TOP OF POND = 4848.00
STORM POND = 4,900 C.F.
NEW CURB AND GUTTER NEW ENTRANCE
4850.00
REGULAR CURB STARTS
24.00'
20.00'
30.00'
45.00'
ADA ACCESSIBLE CURB
MATCH EXISTING CURB AND GUTTER
13.50'
0
SCALE: 1"=
(SCALE FOR 24"x36" PRINTS ONLY)
20'20'40'
20'
N
E
S
W
OF
SHEET NO.
JOB NO.
REVISIONS
DRAWN BY
DATE
DATE
CHECKED BY
CO
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ID
A
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UT
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P
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A
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2.0
PROPOSED/EXISTING SIGN
49.00PROPOSED/EXISTING ELEVATION
PROPOSED/EXISTING FIRE HYDRANT
PROPOSED/EXISTING VALVE
EXISTING LIGHT POLE
SIDEWALK
TREE
PROPOSED/EXISTING MANHOLE
FIBER OPTIC LINE
SANITARY SEWER
PROPOSED/EXISTING STORM DRAIN INLET
EASEMENT
GAS
STORM
EXISTING WATER LINE
SIDEWALK
POWER
CURB
OHADIFOE
T
A
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S
SUTFOLNAY
R
J
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ESNECIL
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N
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NELANOISSEFORP8712
07/10/25
DO
N
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STATIONERY DRIVE
N.
2
N
D
E
A
S
T
63.26'
10.00'
20.00'
23.00'
30.00'
59.00'
30.00'
VE
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US
A
2
B
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F
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62.50'
DUMPSTER
26.00'EXISTING
ABANDONED
WELL DUMPSTER
LANDSCAPE AREA
LANDSCAPE AREA
TRAFFIC LIGHT
RIM/ LID 4849.89
SOUTH INVERT 4841.57
WEST INVERT 4841.59
F.
F
.
=
4
8
5
0
.
0
0
APPROX. WINCO
WATERLINE
GRAVEL DRIVE
FLAT CURB
FLAT CURB
FLAT CURB
40.00'
END OF PAVEMENT
BOTTOM OF POND = 4844.00
TOP OF POND = 4848.00
STORM POND = 4,900 C.F.
NEW CURB AND GUTTER NEW ENTRANCE
4850.00
4849.36
TBC 4848.60
TBC
4849.00
TBC
4848.60
TBC
4848.20
TBC 4848.25
TBC
4849.54
TBC
4849.70
TBC
4849.77
TBC
4849.88
TBC
4850.00
TBC
4849.98
TBC
4849.50
TBC
4850.48
TBC
4850.25
TBC
4850.03
TBC
4849.95
TBC
4850.07
TBC
4849.67
TBC
4850.50
TBC
4850.26
TBC
4850.13
TBC
4849.98
TBC
4849.37
TBC
4849.97
TBC
4849.53
TBC
4848.86
TBC
4849.53
TBC
4849.20
TBC
4850.50
TBC
16
F
16
F
16
F
16
F
16
G
16
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16
G
16
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16
G
16
G
16
G
16
F
16
F
16
G
16
H
16
H
REGULAR CURB STARTS
16
F
4848.10
TBC
4848.62
TBC 4848.10
TBC
16
I
24.00'
20.00'
30.00'
45.00'
ADA ACCESSIBLE CURB
MATCH EXISTING CURB AND GUTTER
16
A
13.50'
0
SCALE: 1"=
(SCALE FOR 24"x36" PRINTS ONLY)
10'10'20'
10'
N
E
S
W
OF
SHEET NO.
JOB NO.
REVISIONS
DRAWN BY
DATE
DATE
CHECKED BY
CO
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B
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ID
A
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GR
A
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P
L
A
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3.0
OHADIFOE
T
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SUTFOLNAY
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ESNECIL
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NELANOISSEFORP8712
07/10/25
SIGN
30AF/20AS
NEMA 3R
TRANSFORMER
REFER TO CIVIL
REFER TO CIVIL
(TYP.)
LOCKABLE
BREAKER
ELECTRICAL
METER
#8's (TYP.)
#10's
SERVICE LATERAL
E
E
E
E
E
E
E
E
E-1.1
2
TYP.
3
E-1.1
LP-65
DO NOT ENTER
ST
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Y
D
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EALS4
EALS5
EALS4
LP-15,17
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EC SHALL PURCHASE ALL LIGHTING FIXTURES, CONTACTOR PANELS, SENSORS CONTROLS, ETC. FROM WB LIGHTING
(VIOCSUPPORT@WBLIGHT.COM).
MARK SYMBOL
TYPE
LAMPS
WATTS
MOUNTING
HEIGHT
133W
LIGHTING FIXTURE SCHEDULE:
CATALOG NUMBER
LEDSEE CIVIL (TYPE 4)
MANUFACTURER
MODEL
DESCRIPTION
AREA LIGHTEALS4SEE CIVIL SEE CIVIL
133W LEDSEE CIVIL (TYPE 5)AREA LIGHTEALS5SEE CIVIL SEE CIVIL
GENERAL ELECTRICAL SITE PLAN NOTES:
A.
B.
C.
D.
E.
COORDINATE EXACT LOCATION OF ALL UNDERGROUND ELECTRICAL WORK WITH CIVIL ENGINEERING
DRAWINGS/DOCUMENTS, ALL OTHER SITE UTILITIES, AND SITE CONTRACTOR(S).
ALL DIRECT BURIED CONDUIT FOR SITE LIGHTING SHALL BE SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. ALL
ELBOWS UP TO SITE LIGHTING POLES SHALL BE RIGID GALVANIZED STEEL (RGS). SEE POLE BASE DETAIL ON
THIS DRAWING FOR ADDITIONAL INFORMATION.
THIS CONTRACTOR SHALL INCLUDE IN HIS BID ALL ELECTRIC UTILITY COMPANY CHARGES ASSOCIATED WITH
PROVIDING SERVICE TO THE BUILDING, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: TRANSFORMERS,
CONCRETE PADS/VAULTS, CABLES, DUCTS, TRENCHING, BACKFILL, CONCRETE ENCASEMENT, METERING,
GROUNDING, ALL ANCILLARY EQUIPMENT & DEVICES, ETC., AND ASSOCIATED LABOR FOR A COMPLETE
INSTALLATION PER N.E.C. AND ELECTRIC UTILITY COMPANY REQUIREMENTS.
ROCK AND/OR ADVERSE SOIL CONDITIONS MAY BE PRESENT ON SITE. THE ELECTRICAL CONTRACTOR SHALL
COORDINATE INSTALLATION REQUIREMENTS FOR ALL BELOW GRADE WORK WITH GEOTECHNICAL REPORT, AND
SHALL INCLUDE IN HIS BID ANY WORK RELATED TO GEOTECHNICAL CONSIDERATIONS AS IT MAY PERTAIN TO
THE INSTALLATION OF ALL SITE ELECTRICAL WORK INCLUDING, BUT NOT LIMITED TO: DUCTBANKS,
FOUNDATIONS/FOOTERS, CONCRETE SLABS/PADS, VAULTS, DIRECT BURIED CABLES OR CONDUITS, SITE
LIGHTING POLE BASES, ETC.
ELECTRICAL RACEWAYS SHALL BE IN ACCORDANCE WITH SPECIFICATION 26053 SECTION 3.0 UNLESS NOTED
OTHERWISE.
1"x 45° CHAMFER.
8-AWG GROUND CONDUCTOR - CONNECT TO
GROUND LUG IN POLE.
ANCHOR BOLTS
1/2" PVC SLEEVE WITH 8-AWG
GROUND CONDUCTOR
EXOTHERMIC WELD CONNECTION
TO 3/4" DIA. x 10' LONG COPPER
PLATED GROUND ROD
BRANCH CIRCUIT
CONDUIT
FINISHED GRADE
REBAR
CONDUIT TO BE
STUBBED 1"
MINIMUM ABOVE
POLE BASE.
POLE BASE NOTES:
1.
2.
REFER TO DETAIL ON STRUCTURAL DRAWINGS FOR
FOOTING DEPTH, CONCRETE TYPE, AND REINFORCEMENT.
POLE BASE SHALL BE UTILIZED FOR LUMINAIRES.
~
~
4" (NOTE 3)
NOTE 2
FINISHED GRADE
NOTE 1
NOTES:
SAND
NOTE 4
1.
2.
3.
4.
RED UNDERGROUND METALLIC DETECTABLE WARNING TAPE
STATING "BURIED ELECTRICAL LINE BELOW".
SELECT BACKFILL TO 95% ORIGINAL COMPACTION DENSITY.
ALL CONDUITS SHALL BE SCHEDULE 40 PVC WITH INSIDE
DIAMETER AS INDICATED.
CONCRETE REPAIR SECTION. COORDINATE EXACT
TRENCHING REQUIREMENTS WITH UTILITY, SITE CONDITIONS
AND CIVIL DRAWINGS.
24
"
M
I
N
I
M
U
M
AS REQUIRED
3"
M
I
N
.
6"
M
I
N
.
12" MIN.
12" MIN.
12
"
M
I
N
.
4/
2
5
/
2
0
2
5
4
:
5
5
:
4
1
P
M
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
V
I
O
C
P
r
o
t
o
-
R
V
T
2
4
/
2
B
a
y
F
l
a
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R
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o
f
E
_
C
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l
d
C
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i
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a
t
e
.
r
v
t
Scale: 1" = 15'-0"E-1.1
ELECTRICAL SITE PLAN1
Scale: NOT TO SCALEE-1.1
POLE BASE DETAIL2
Scale: NOT TO SCALEE-1.1
DIRECT BURIED CONDUIT3
Date
Sheet No.
Ar
c
h
i
t
e
c
t
u
r
e
BO
O
T
H
(2
0
8
)
2
3
3
-
4
5
4
8
Ph
o
n
e
Po
c
a
t
e
l
l
o
,
I
d
a
h
o
8
3
2
0
1
34
0
E
a
s
t
C
l
a
r
k
S
t
r
e
e
t
,
S
u
i
t
e
A
(2
0
8
)
2
3
3
-
0
2
6
3
te
d
@
b
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o
t
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a
r
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e
.
c
o
m
Fa
x
em
a
i
l
CO
N
T
R
A
C
T
O
R
PL
L
C
DRAWING SCALE
APPLIES TO
24"x36" SHEET SIZE
06-04-2025
Re
x
b
u
r
g
,
I
d
a
h
o
12
5
6
N
o
r
t
h
2
n
d
E
a
s
t
Oi
l
C
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a
n
g
e
Va
l
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a
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Ne
w
B
u
i
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g
F
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r
:
CONSULTANTS
Electrical Site Plan
E-1.1