GRANT COUNTY PORT DISTRICT NO. 1 · INDUSTRIAL PARK NO. 5 ROAD IMPROVEMENTS GRANT COUNTY PORT...

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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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

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RIGHT-OF-WAY DISCLAIMER

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CONSTRUCTION NOTES


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FOR CONTINUATION - SEE SHEET 4

BEVERLY BURKE RD NW

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CONSTRUCTION NOTES


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TYPICAL SECTION - INDUSTRIAL PARK NO. 5 ROAD

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ELECTRICAL NOTES


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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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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


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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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


(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


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

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T. N

O. 1

IN

DU

ST

RIA

L P

AR

K N

O. 5

RO

AD

IM

PR

OV

EM

EN

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CO

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GRANT COUNTY PORT DISTRICT NO. 1 · INDUSTRIAL PARK NO. 5 ROAD IMPROVEMENTS GRANT COUNTY PORT...

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Transcript of GRANT COUNTY PORT DISTRICT NO. 1 · INDUSTRIAL PARK NO. 5 ROAD IMPROVEMENTS GRANT COUNTY PORT...