grant county port district no. 1 · industrial park no. 5 road improvements grant county port...
TRANSCRIPT
INDUSTRIAL PARK NO. 5 ROAD IMPROVEMENTS
GRANT COUNTY PORT DISTRICT NO. 1
GRANT COUNTY
WASHINGTON
PORT COMMISSIONERS
Curt A. Morris
President
Patric F. ConnellyBrian A. Kuest
Vice PresidentSecretary
CONSULTING ENGINEERS
AUG 2017
G&O #17004
180 IRON HORSE COURT
YAKIMA, WASHINGTON 98901 (509) 453-4833
LOCATION MAP
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VICINITY MAP
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PROJECT
LOCATION
GAS/POWER/TELEPHONE SYMBOLS
SURVEY SYMBOLS
LINETYPESABBREVIATIONS
GENERAL NOTES
SURFACE FEATURES/LANDSCAPING
Port of Quincy Office
101 F Street SW
Quincy, WA 98848
(509) 787-3715
GRANT COUNTY
PORT DISTRICT NO. 1
INDUSTRIAL PARK NO. 5
SHEET INDEX
SHEET NO. DESCRIPTION
POWER/TELEPHONE SYMBOLS
2
SU
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RIGHT-OF-WAY DISCLAIMER
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CONSTRUCTION NOTES
RIGHT-OF-WAY DISCLAIMER
IN
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FOR CONTINUATION - SEE SHEET 4
BEVERLY BURKE RD NW
1195
1200
1205
1210
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1220
1225
1195
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1210
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1220
1225
10+00 11+00 12+00 13+00 14+00
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CONSTRUCTION NOTES
RIGHT-OF-WAY DISCLAIMER
INDUSTRIAL PARK NO. 5 RD
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FOR CONTINUATION - SEE SHEET 3
FOR CONTINUATION - SEE SHEET 3
1190
1195
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1190
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INDUSTRIAL PARK NO. 5 RD
1190
1195
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1205
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INDUSTRIAL PARK NO. 5 RD
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CONSTRUCTION NOTES
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INDUSTRIAL PARK NO. 5 RD
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INDUSTRIAL PARK NO. 5 RD
TYPICAL SECTION - INDUSTRIAL PARK NO. 5 ROAD
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INDUSTRIAL PARK NO. 5 RD
ELECTRICAL NOTES
INDUSTRIAL PARK NO. 5 RD
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INDUSTRIAL PARK NO. 5 RD
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INDUSTRIAL PARK NO. 5 RD
ELECTRICAL NOTES
CRUSHED SURFACING SHOULDER DETAIL SIGN LOCATION DETAIL
SIGN INSTALLATION DETAIL
SIGN
ROADSIDE
SIGN
SIGN SUPPORT
HMA PAVEMENT DRIVEWAY DETAIL
PAVEMENT MARKINGS DETAIL
PLAN VIEW
SECTION
HMA DRIVEWAY ENTRANCE
BUTT-JOINT DETAIL
MONUMENT CASE AND COVER
SECTION
COVER
N
M
O
CMP CASING PIPE DETAIL TRENCH FOR UTILITY CONDUIT
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MIS
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S
LOCKING LID STANDARDDUTY JUNCTION BOX
TYPES 1 & 2STANDARD PLAN J-40.10-04
A
B
C
D
E
F
JUNCTION BOX DIMENSION TABLE
LT
A
C
E
BDF
TYPE 2
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
ITEM
TYPE 1
BOX TYPE
MA
RK
LOCKING LID STANDARD
DUTY JUNCTION BOX
A
DR
AW
N B
Y: LIS
A C
YF
OR
D
6"
B
NO
TE
14
PERSPECTIVE VIEW
ELEVATION VIEW
SIDE VIEW
3
2
1
4
3
2 1
1
1
3"
1 1/2" MIN.
3/16"
INSIDE LENGTH OF JUNCTION BOX
INSIDE WIDTH OF JUNCTION BOX
LID LENGTH
LID WIDTH
CAPACITY ~ CONDUIT DIAMETER
LID SUPPORT (TYP.)
1/8
22" 33"
17" 22 1/2"
18" ~ 19" 28" ~ 29"
13" ~ 14" 17" ~ 18"
17 5/8" 28 5/8"
12 5/8" 18 1/8"
6" 12"
1/4
10"
10 GAGE
GALVANIZED
STEEL
BOX INTERIOR LENGTH - 1/16"
(FOR TYPE 2 JUNCTION BOX ONLY)
TAPER DIVIDER ENDS
TO MATCH INSIDE
TAPER OF BOX
3/16
3/16
3/4
3/4
1 1/4" GAP (TYP.)
FOR HOOK RELEASE
(CONDUITS NOT SHOWN)
(TYP.)
4"
3/16"
(T
YP
.)
LID
HOOK
(TYP.)
5" M
IN
.
1 1/23/16
3/16" (TYP.)
1 1/2 MIN.
3/16"
(TYP.)
1" M
IN
.
MIN.
2"
1' - 0"
3
(CONDUITS NOT SHOWN)
6"
1
MIN.
2"
1' - 0"
MAX.
3"
MA
X.
1"
1 1/2" M
AX
.
SEE
NOTE 7
1
1
/
2
"
M
I
N
.
1
14.
SE
E
4 PVC
CONDUIT
4 GRS CONDUIT
LID HOOK
TOP OF PAVED
SURFACE
24" M
IN
IM
UM
B
ELO
W T
HE
TOP OF BASE
COURSE
TH
E F
IN
IS
HE
D G
RA
DE
24" M
IN
IM
UM
B
ELO
W
(T
YP
.)
TOP OF SOIL
SURFACE OR
FINISHED
GRADE
BOLT PLATE ~ SEE DETAIL
All box dimensions are approximate. Exact configurations vary among manufacturers.
Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame.
A 1/4-20 NC × 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include
(2) stainless steel nuts and (2) stainless steel flat washers.
Bolts and nuts shall be liberally coated with anti-seize compound.
Equipment Bonding Jumper shall be # 8 AWG min. × 4' (ft) of tinned braided copper.
When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with
fasteners, in each Type 2 Junction Box where specified.
When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified.
Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of
welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of
assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics.
Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and
Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved
shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved
shoulders shall be Heavy-Duty.
Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in)
max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments
are to be made to existing Junction Boxes, or for interim construction stages during the contract, the
limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6).
See the Standard Specifications for alternative reinforcement and class of concrete.
5/16" (IN) × 1" (IN) S. S.
COUPLING NUT
(TYP.)
5/16" (IN) × 1 1/2" (IN) S. S.
SET SCREW (TYP.)
LID SUPPORT (TYP.)
(SEE NOTE 3)
GROUND STUD
(SEE NOTE 4)
COUPLING NUT
FOR ALTERNATIVE 2 ~
SEE SHEET 2
LID LIFTING NOTCH ~
1/4" (IN) × 3/4" (IN)
HEADED ANCHOR SHEAR
STUD ~ 3/8" (IN) × 3" (IN) 10
COUNT STUDS EVENLY
SPACED AROUND FRAME
(PLACE TO SIDE OF LID
BOLT DOWN SUPPORT A-
NGLE WHEN USING LOCK-
ING DETAIL ALTERNATIVE
2) (SEE NOTE 11)
1 3/8" (IN) DIAM. HOLE WITH
1/2 - 13 × 1 1/2 STAINLESS
STEEL PENTA HEAD BOLT
GROUNDING STUD
(SEE NOTE 4)
3/8" (IN) STEEL
COVER PLATE
(SEE NOTE 6)
3/8" (IN) STEEL
COVER LIP PLATE
Equipment Grounding
Conductor
Copper Solderless
Crimp Connector
Equipment Bonding
Jumper (See Note 6)
See Contract for conduit
size and number
3/8" (IN) STEEL
COVER LIP PLATE
HEADED ANCHOR
SHEAR STUD (TYP.)
(SEE NOTE 11)
WELDED WIRE HOOP (TYP.)
(SEE NOTE 10)
DIAMOND PATTERN
(SEE NOTE 2)
3/8" (IN) STEEL COVER
LIP PLATE (TYP.)
GROUND STUD (SEE NOTE 4)
LID SUPPORT (TYP.) ~
L SHAPE SHOWN
(SEE NOTE 3)
3/8" (IN) × 3" (IN) HEADED ANCHOR
SHEAR STUD (TYP.)
WELDED WIRE HOOP
(TYP.) W2.9 (6 GAGE)
(SEE NOTE 10)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
MIN.
1"
TO
P O
F B
AS
E C
OU
RS
E
SEE NOTE 7
~
~
1" (TYP.)
1/2" (TYP.)
1" (TYP.)
~
~
1/4" CLEAR
ALL AROUND
COVER MARKING DETAIL
The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See
Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details,
see Standard Specification 9-29.2(4).
WELDED WIRE
FABRIC (TYP.)
WWF WIRE TIED TO
HEADED ANCHOR
SHEAR STUD (TYP.)
WELDED WIRE
FABRIC (TYP.)
(WWF) 4×4-W2.9×W2.9
(6 GAGE) (SEE NOTE 10)
Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to
the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear
Studs to the horizontal Welded Wire Fabric.
CRUSHED SURFACING (BASE
COURSE OR TOP COURSE) ~ PER
STANDARD SPECIFICATION 9-03.9(3)
COUPLING NUT FOR ALTERNATIVE 2 ~
SEE DETAIL "E" ALTERNATIVE 2
Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared-use
paths shall have a slip-resistant coating on the lid and lip cover plate, and shall be installed with
the surface flush with and matched to the grade of the sidewalk, walkway, or shared-use path.
The non-slip lid shall be identified with permanent markings on the underside, indicating the
type of surface treatment (see Contract Documents for details) and the year of manufacture.
The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and
shall be placed prior to hot-dip galvanizing.
TYPICAL ILLUMINATION SYSTEM TRENCH SECTION
DETAIL A
DETAIL B
TYPICAL LUMINAIRE FOUNDATION DETAIL
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D
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S
LOCKING LID STANDARDDUTY JUNCTION BOX
TYPES 1 & 2STANDARD PLAN J-40.10-04
A
B
C
D
E
F
JUNCTION BOX DIMENSION TABLE
LT
A
C
E
BD
F
TYPE 2
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
ITEM
TYPE 1
BOX TYPE
MA
RK
LOCKING LID STANDARD
DUTY JUNCTION BOX
A
DR
AW
N B
Y: L
IS
A C
YF
OR
D
6"
B
NO
TE
1
4
PERSPECTIVE VIEW
ELEVATION VIEW
SIDE VIEW
3
2
1
4
3
2 1
1
1
3"
1 1/2" MIN.
3/16"
INSIDE LENGTH OF JUNCTION BOX
INSIDE WIDTH OF JUNCTION BOX
LID LENGTH
LID WIDTH
CAPACITY ~ CONDUIT DIAMETER
LID SUPPORT (TYP.)
1/8
22" 33"
17" 22 1/2"
18" ~ 19" 28" ~ 29"
13" ~ 14" 17" ~ 18"
17 5/8" 28 5/8"
12 5/8" 18 1/8"
6" 12"
1/4
10
"
10 GAGE
GALVANIZED
STEEL
BOX INTERIOR LENGTH - 1/16"
(FOR TYPE 2 JUNCTION BOX ONLY)
TAPER DIVIDER ENDS
TO MATCH INSIDE
TAPER OF BOX
3/16
3/16
3/4
3/4
1 1/4" GAP (TYP.)
FOR HOOK RELEASE
(CONDUITS NOT SHOWN)
(TYP.)
4"
3/1
6"
(T
YP
.)
LID
HOOK
(TYP.)
5" M
IN
.
1 1/23/16
3/16" (TYP.)
1 1/2 MIN.
3/16"
(TYP.)
1" M
IN
.
MIN.
2"
1' - 0
"
3
(CONDUITS NOT SHOWN)
6"
1
MIN.
2"
1' - 0
"
MAX.
3"
MA
X.
1"
1 1
/2
" M
AX
.
SEE
NOTE 7
1
1
/
2
"
M
I
N
.
1
14.
SE
E
4 PVC
CONDUIT
4 GRS CONDUIT
LID HOOK
TOP OF PAVED
SURFACE
24
" M
IN
IM
UM
B
EL
OW
T
HE
TOP OF BASE
COURSE
TH
E F
IN
IS
HE
D G
RA
DE
24
" M
IN
IM
UM
B
EL
OW
(T
YP
.)
TOP OF SOIL
SURFACE OR
FINISHED
GRADE
BOLT PLATE ~ SEE DETAIL
All box dimensions are approximate. Exact configurations vary among manufacturers.
Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame.
A 1/4-20 NC × 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include
(2) stainless steel nuts and (2) stainless steel flat washers.
Bolts and nuts shall be liberally coated with anti-seize compound.
Equipment Bonding Jumper shall be # 8 AWG min. × 4' (ft) of tinned braided copper.
When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with
fasteners, in each Type 2 Junction Box where specified.
When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified.
Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of
welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of
assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics.
Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and
Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved
shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved
shoulders shall be Heavy-Duty.
Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in)
max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments
are to be made to existing Junction Boxes, or for interim construction stages during the contract, the
limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6).
See the Standard Specifications for alternative reinforcement and class of concrete.
5/16" (IN) × 1" (IN) S. S.
COUPLING NUT
(TYP.)
5/16" (IN) × 1 1/2" (IN) S. S.
SET SCREW (TYP.)
LID SUPPORT (TYP.)
(SEE NOTE 3)
GROUND STUD
(SEE NOTE 4)
COUPLING NUT
FOR ALTERNATIVE 2 ~
SEE SHEET 2
LID LIFTING NOTCH ~
1/4" (IN) × 3/4" (IN)
HEADED ANCHOR SHEAR
STUD ~ 3/8" (IN) × 3" (IN) 10
COUNT STUDS EVENLY
SPACED AROUND FRAME
(PLACE TO SIDE OF LID
BOLT DOWN SUPPORT A-
NGLE WHEN USING LOCK-
ING DETAIL ALTERNATIVE
2) (SEE NOTE 11)
1 3/8" (IN) DIAM. HOLE WITH
1/2 - 13 × 1 1/2 STAINLESS
STEEL PENTA HEAD BOLT
GROUNDING STUD
(SEE NOTE 4)
3/8" (IN) STEEL
COVER PLATE
(SEE NOTE 6)
3/8" (IN) STEEL
COVER LIP PLATE
Equipment Grounding
Conductor
Copper Solderless
Crimp Connector
Equipment Bonding
Jumper (See Note 6)
See Contract for conduit
size and number
3/8" (IN) STEEL
COVER LIP PLATE
HEADED ANCHOR
SHEAR STUD (TYP.)
(SEE NOTE 11)
WELDED WIRE HOOP (TYP.)
(SEE NOTE 10)
DIAMOND PATTERN
(SEE NOTE 2)
3/8" (IN) STEEL COVER
LIP PLATE (TYP.)
GROUND STUD (SEE NOTE 4)
LID SUPPORT (TYP.) ~
L SHAPE SHOWN
(SEE NOTE 3)
3/8" (IN) × 3" (IN) HEADED ANCHOR
SHEAR STUD (TYP.)
WELDED WIRE HOOP
(TYP.) W2.9 (6 GAGE)
(SEE NOTE 10)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
MIN.
1"
TO
P O
F B
AS
E C
OU
RS
E
SEE NOTE 7
~
~
1" (TYP.)
1/2" (TYP.)
1" (TYP.)
~
~
1/4" CLEAR
ALL AROUND
COVER MARKING DETAIL
The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See
Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details,
see Standard Specification 9-29.2(4).
WELDED WIRE
FABRIC (TYP.)
WWF WIRE TIED TO
HEADED ANCHOR
SHEAR STUD (TYP.)
WELDED WIRE
FABRIC (TYP.)
(WWF) 4×4-W2.9×W2.9
(6 GAGE) (SEE NOTE 10)
Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to
the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear
Studs to the horizontal Welded Wire Fabric.
CRUSHED SURFACING (BASE
COURSE OR TOP COURSE) ~ PER
STANDARD SPECIFICATION 9-03.9(3)
COUPLING NUT FOR ALTERNATIVE 2 ~
SEE DETAIL "E" ALTERNATIVE 2
Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared-use
paths shall have a slip-resistant coating on the lid and lip cover plate, and shall be installed with
the surface flush with and matched to the grade of the sidewalk, walkway, or shared-use path.
The non-slip lid shall be identified with permanent markings on the underside, indicating the
type of surface treatment (see Contract Documents for details) and the year of manufacture.
The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and
shall be placed prior to hot-dip galvanizing.
TYPICAL ILLUMINATION SYSTEM TRENCH SECTION
DETAIL A
DETAIL B
TYPICAL LUMINAIRE FOUNDATION DETAIL
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LOCKING LID STANDARDDUTY JUNCTION BOX
TYPES 1 & 2STANDARD PLAN J-40.10-04
A
B
C
D
E
F
JUNCTION BOX DIMENSION TABLE
LT
A
C
E
BD
F
TYPE 2
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
ITEM
TYPE 1
BOX TYPE
MA
RK
LOCKING LID STANDARD
DUTY JUNCTION BOX
A
DR
AW
N B
Y: L
IS
A C
YF
OR
D
6"
B
NO
TE
1
4
PERSPECTIVE VIEW
ELEVATION VIEW
SIDE VIEW
3
2
1
4
3
2 1
1
1
3"
1 1/2" MIN.
3/16"
INSIDE LENGTH OF JUNCTION BOX
INSIDE WIDTH OF JUNCTION BOX
LID LENGTH
LID WIDTH
CAPACITY ~ CONDUIT DIAMETER
LID SUPPORT (TYP.)
1/8
22" 33"
17" 22 1/2"
18" ~ 19" 28" ~ 29"
13" ~ 14" 17" ~ 18"
17 5/8" 28 5/8"
12 5/8" 18 1/8"
6" 12"
1/4
10
"
10 GAGE
GALVANIZED
STEEL
BOX INTERIOR LENGTH - 1/16"
(FOR TYPE 2 JUNCTION BOX ONLY)
TAPER DIVIDER ENDS
TO MATCH INSIDE
TAPER OF BOX
3/16
3/16
3/4
3/4
1 1/4" GAP (TYP.)
FOR HOOK RELEASE
(CONDUITS NOT SHOWN)
(TYP.)
4"
3/1
6"
(T
YP
.)
LID
HOOK
(TYP.)
5" M
IN
.
1 1/23/16
3/16" (TYP.)
1 1/2 MIN.
3/16"
(TYP.)
1" M
IN
.
MIN.
2"
1' - 0
"
3
(CONDUITS NOT SHOWN)
6"
1
MIN.
2"
1' - 0
"
MAX.
3"
MA
X.
1"
1 1
/2
" M
AX
.
SEE
NOTE 7
1
1
/
2
"
M
I
N
.
1
14.
SE
E
4 PVC
CONDUIT
4 GRS CONDUIT
LID HOOK
TOP OF PAVED
SURFACE
24
" M
IN
IM
UM
B
EL
OW
T
HE
TOP OF BASE
COURSE
TH
E F
IN
IS
HE
D G
RA
DE
24
" M
IN
IM
UM
B
EL
OW
(T
YP
.)
TOP OF SOIL
SURFACE OR
FINISHED
GRADE
BOLT PLATE ~ SEE DETAIL
All box dimensions are approximate. Exact configurations vary among manufacturers.
Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame.
A 1/4-20 NC × 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include
(2) stainless steel nuts and (2) stainless steel flat washers.
Bolts and nuts shall be liberally coated with anti-seize compound.
Equipment Bonding Jumper shall be # 8 AWG min. × 4' (ft) of tinned braided copper.
When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with
fasteners, in each Type 2 Junction Box where specified.
When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified.
Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of
welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of
assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics.
Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and
Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved
shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved
shoulders shall be Heavy-Duty.
Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in)
max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments
are to be made to existing Junction Boxes, or for interim construction stages during the contract, the
limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6).
See the Standard Specifications for alternative reinforcement and class of concrete.
5/16" (IN) × 1" (IN) S. S.
COUPLING NUT
(TYP.)
5/16" (IN) × 1 1/2" (IN) S. S.
SET SCREW (TYP.)
LID SUPPORT (TYP.)
(SEE NOTE 3)
GROUND STUD
(SEE NOTE 4)
COUPLING NUT
FOR ALTERNATIVE 2 ~
SEE SHEET 2
LID LIFTING NOTCH ~
1/4" (IN) × 3/4" (IN)
HEADED ANCHOR SHEAR
STUD ~ 3/8" (IN) × 3" (IN) 10
COUNT STUDS EVENLY
SPACED AROUND FRAME
(PLACE TO SIDE OF LID
BOLT DOWN SUPPORT A-
NGLE WHEN USING LOCK-
ING DETAIL ALTERNATIVE
2) (SEE NOTE 11)
1 3/8" (IN) DIAM. HOLE WITH
1/2 - 13 × 1 1/2 STAINLESS
STEEL PENTA HEAD BOLT
GROUNDING STUD
(SEE NOTE 4)
3/8" (IN) STEEL
COVER PLATE
(SEE NOTE 6)
3/8" (IN) STEEL
COVER LIP PLATE
Equipment Grounding
Conductor
Copper Solderless
Crimp Connector
Equipment Bonding
Jumper (See Note 6)
See Contract for conduit
size and number
3/8" (IN) STEEL
COVER LIP PLATE
HEADED ANCHOR
SHEAR STUD (TYP.)
(SEE NOTE 11)
WELDED WIRE HOOP (TYP.)
(SEE NOTE 10)
DIAMOND PATTERN
(SEE NOTE 2)
3/8" (IN) STEEL COVER
LIP PLATE (TYP.)
GROUND STUD (SEE NOTE 4)
LID SUPPORT (TYP.) ~
L SHAPE SHOWN
(SEE NOTE 3)
3/8" (IN) × 3" (IN) HEADED ANCHOR
SHEAR STUD (TYP.)
WELDED WIRE HOOP
(TYP.) W2.9 (6 GAGE)
(SEE NOTE 10)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
MIN.
1"
TO
P O
F B
AS
E C
OU
RS
E
SEE NOTE 7
~
~
1" (TYP.)
1/2" (TYP.)
1" (TYP.)
~
~
1/4" CLEAR
ALL AROUND
COVER MARKING DETAIL
The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See
Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details,
see Standard Specification 9-29.2(4).
WELDED WIRE
FABRIC (TYP.)
WWF WIRE TIED TO
HEADED ANCHOR
SHEAR STUD (TYP.)
WELDED WIRE
FABRIC (TYP.)
(WWF) 4×4-W2.9×W2.9
(6 GAGE) (SEE NOTE 10)
Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to
the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear
Studs to the horizontal Welded Wire Fabric.
CRUSHED SURFACING (BASE
COURSE OR TOP COURSE) ~ PER
STANDARD SPECIFICATION 9-03.9(3)
COUPLING NUT FOR ALTERNATIVE 2 ~
SEE DETAIL "E" ALTERNATIVE 2
Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared-use
paths shall have a slip-resistant coating on the lid and lip cover plate, and shall be installed with
the surface flush with and matched to the grade of the sidewalk, walkway, or shared-use path.
The non-slip lid shall be identified with permanent markings on the underside, indicating the
type of surface treatment (see Contract Documents for details) and the year of manufacture.
The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and
shall be placed prior to hot-dip galvanizing.
TYPICAL ILLUMINATION SYSTEM TRENCH SECTION
DETAIL A
DETAIL B
TYPICAL LUMINAIRE FOUNDATION DETAIL
●
GR
AN
T C
OU
NT
Y P
OR
T D
IS
T. N
O. 1
IN
DU
ST
RIA
L P
AR
K N
O. 5
RO
AD
IM
PR
OV
EM
EN
TS
CO
NS
ULT
IN
G E
NG
IN
EE
RS
13
13
EL
EC
TR
IC
AL
D
ET
AIL
S