RCC Phase I Specs 2 of 2

Appendix A City of Redmond Standard Details

APPENDIX A CITY OF REDMOND STANDARD DETAILS

TABLE OF CONTENTS

City of Redmond Section 2 Construction and Right of Way 201 Typical Trench Detail

City of Redmond Section 3 Roadway Construction 302 Pavement Planing Details 302A Pavement Repair Details 303 Curb & Sidewalk Joints 303A Sidewalk Jointing/Scoring in City Center 304 Typical Curb & Gutter Details 304A Extruded and Barrier Curb Sections 311B Crosswalk & Stop Bar, Downtown & Overlake 312 Channelization Line Types

320A Bicycle Detector Pavement Marking 321 Typical Pedestrian Railing

City of Redmond Section 4 Traffic / Transportation 408 Sight Distance Triangle 409 Standard Intersection Head Numbers & Phasing

417 Mast Arm Street Name Signs 419 Lane-Use Pavement Markings 420 Luminaire Pole (Concrete Square) 420A Typical Luminare Locations 421 Uniform Luminaire Wiring 426B Street Light Pole Mounting Sign 426C Sign and Post in Concrete/Asphalt 426D Sign and Post in Ground 429 Bulletnose and C-Curb Detail 453 Pedestrian Push Button Orientation 454A Loop Detector Spacing 455 Loop Detector Sawcut 456 Sawcut and Conduit Under Curb 457 Loop Detector Splice and Wire Labeling 458 Loop Terminal Strip 459A Cabinet Foundation 460 Controller and Service Cabinet Footprint 461 Service Cabinet 462 Interconnect Junction Boxes 464 Junction Box on Grade or Landscaped Areas 466 Trench Restoration for 1 or 2 Conduits 467A Junction Box Details (1 of 2) 467B Junction Box Details (2 of 2) 468A Fiber Splice and Storage (1 of 3) 468B Fiber Splice and Storage (2 of 3) 468C Fiber Splice and Storage (3 of 3)

APPENDIX A CITY OF REDMOND STANDARD DETAILS

TABLE OF CONTENTS (continued)

City of Redmond Section 5 Clearing, Grading & Temporary Erosion Control 503 Stabilized Construction Entrance

City of Redmond Section 6 Stormwater 609A Typ. Orientation of Type 2 Catch Basin in City Street 609B Typical Catch Basin in Placement 621 Lot Drain Trench 622 Stenciling Detail

City of Redmond Section 7 Water 701B Gate Valve Service Connections 702 to 2 Meter Setter Details 703 Standard Meter Locations to 2 Meters 706 Combination Air Release and Vacuum Valve Assembly 712 Fire Hydrant and Standpipe Location 713 Fire Hydrant Assembly 714 Fire Sprinkler System Back Flow Preventor

716 Meter Box and Hydrant Locations Within Planting Area 718 Valve Box Detail

City of Redmond Section 9 Miscellaneous 920 Maxicom Control Panel 922 Trench 923 Thrust Block 925 System Gate Valve 926 Control Valve 927 Quick Coupler 928 Rainbird 3500/5000/6500 Series Head and Swing Joint 929 Rainbird 1800 Series Head and Swing Joint 930 Valve Box Installation 7 x 72 Wheel Stop

Appendix B WSDOT Standard Plans

APPENDIX B WSDOT STANDARD PLANS

TABLE OF CONTENTS

WSDOT Section B Drainage Structures and Hydraulics B-05.20-01 Catch Basin Type 1 B-10.20-00 Catch Basin Type 2 b-15.20-00 Manhole Type 3 B-30.10-00 Rectangular Frame (Reversible) B-30.20-01 Rectangular Solid Metal Cover B-30.30-00 Rectangular Vaned Grate B-30.90-01 Miscellaneous Details for Drainage Structures B-55.20-00 Pipe Zone Bedding and Backfill B-70.20-00 Beveled End Sections

WSDOT Section F Curbs, Sidewalks and Driveways F-10.12-01 Cement Concrete Curbs F-10.42-00 Extruded Curb F-40.15-01 Perpendicular Curb Ramps F-40.16-01 Single Direction Curb Ramps F-45.10-00 Detectable Warning Surface

WSDOT Section I Site Preservation & Erosion Control I-10.10-01 High Visibility Fence I-30.30-00 Wattle Installation on Slope I-40.20-00 Storm Drain Inlet Protection

WSDOT Section J Illumination, Signals, and ITS IS-1 Pedestrian Push Button Post and Foundation (replaces J-20.10-00)

J-21.10-02 Type PS, Type 1 RM and FB Signal Standard Foundation Details J-26.10-01 Signal Standard Foundation Plan J-26.15-00 Signal Standard Foundation Placements J-40.10-02 Locking Lid Standard Junction Box Types 1 & 2 J-40.30-02 Locking Lid Standard Duty Junction Box Type 8 J-60.05-00 Typical Grounding Details J-75.10-01 Signal Head Mounting Details Pole and Post Top Mountings J-75.20-00 Signal Head Mounting Details Mast Arm and Span Wire Mountings J-75.30-01 Miscellaneous Signal Details

APPROVED FOR PUBLICATION

DATESTATE DESIGN ENGINEER

Washington State Department of Transportation

CATCH BASIN TYPE 1

STANDARD PLAN B-5.20-01SHEET 1 OF 1 SHEET

PIPE ALLOWANCES

ALTERNATIVE PRECAST BASE SECTION

DR

AW

N

BY: LIS

A

CY

FO

RD

ALL METAL PIPE

*

CORRUGATED POLYETHYLENE

STORM SEWER PIPE

12"

15"

12"

15"

15"

26"

(SEE

NOTE

6) 22"(SEE

NOTE 6)

3"

4"

21" MIN.

44"

4" MIN.

(TYP.)

5"

34"

24"

5"

30"

20"

(SEE NOTE 1)

#3 BAR EACH CORNER18" MIN.

#3 BAR HOOP

#3 BAR EACH CORNER

#3 BAR HOOP EACH SIDE

#3 BAR EACH WAY

ONE #3 BAR FOR 6" HEIGHTINCREMENT (SPACED EQUALLY)

2", 4", 6", 12", OR 24"

*

As acceptable alternatives to the rebar shown in the PRECAST BASESECTION, fibers (placed according to the Standard Specifications), orwire mesh having a minimum area of 0.12 square inches per foot shallbe used with the minimum required rebar shown in the ALTERNATIVEPRECAST BASE SECTION. Wire mesh shall not be placed in theknockouts.

The knockout diameter shall not be greater than 20". Knockouts shallhave a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"minimum gap between the knockout wall and the outside of the pipe.After the pipe is installed, fill the gap with joint mortar in accordancewith Standard Specification 9-04.3.

The maximum depth from the finished grade to the lowest pipe invertshall be 5.

The frame and grate may be installed with the flange down, or integrallycast into the adjustment section with flange up.

The Precast Base Section may have a rounded floor, and the walls maybe sloped at a rate of 1:24 or steeper.

The opening shall be measured at the top of the Precast Base Section.

All pickup holes shall be grouted full after the basin has been placed.

1.

NOTES

2.

3.

4.

5.

6.

7.

PIPE MATERIALMAXIMUM

INSIDEDIAMETER

REINFORCED ORPLAIN CONCRETE

CPSSP(STD. SPEC. 9-05.20)

SOLID WALL PVC(STD. SPEC. 9-05.12(1))

PROFILE WALL PVC(STD. SPEC. 9-05.12(2))

PRECAST BASE SECTION

RECTANGULAR ADJUSTMENT SECTION

FRAME AND VANED GRATE

STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER

44535

CA

SEY

M. KRAMER

Pasco Bakotich III 06-16-11

NO

TE: T

HIS

PL

AN IS

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NGIN

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T.




SHEET 1 OF 1 SHEET

12"

FLAT SLAB TOP

28"

MA

X.

16"

MA

X.

4"

MIN

.

6"6"

24"

MIN

.

48"

54"

60"

72"

84"

PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER

CONCRETE

MORTAR (TYP.)1

2"

(TY

P.)

RECTANGULAR ADJUSTMENT SECTIONOR CIRCULAR ADJUSTMENT SECTION

CATCH BASIN FRAME AND VANED GRATEOR MANHOLE RING AND COVER

CPSSP

STEPS ORLADDER

HANDHOLD

48", 54", 60", 72", 84" OR 96"

96"

6"

8"

8"

8"

12"

12"

36"

42"

48"

60"

72"

84"

8"

8"

8"

12"

12"

12"

0.15

0.19

0.25

0.24

0.29

0.29

0.23

0.19

0.25

0.35

0.39

0.39

84" 54" 60" 54" 36" 48"

24"

30"

36"

42"

60"

30"

36"

42"

54"

72"

24"

30"

36"

42"

60"

27"

27"

36"

36"

36"

30"

36"

42"

48"

48"

48"

54"

60"

72"

96"

CATCH BASIN TYPE 2

CATCH

BASIN

DIAMETER

WALL

THICKNESS

BASE

THICKNESS

MAXIMUM

KNOCKOUT

SIZE

MINIMUM DISTANCEBETWEEN

KNOCKOUTS

ALLMETAL

SOLIDWALLPVC

PROFILEWALLPVC

CATCH

BASIN

DIAMETER

(Std. Spec. 9-05.12(1))Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20)

(Std. Spec. 9-05.12(2))

MORTAR FILLET

15

- 0

" M

AX

. (FO

R M

AIN

TEN

AN

CE)

NOTES

1.

2.

3.

4.

DR

AW

N B

Y:

AD

AM

CO

CH

RA

N

STANDARD PLAN B-10.20-00

12"

MA

X.

2

1

3

1 2 3

No steps are required when height is 4 or less.

The bottom of the precast catch basin may be sloped to facilitate cleaning.

The rectangular frame and grate may be installed with the flange up or down.The frame may be cast into the adjustment section.

Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Providea 1.5" minimum gap between the knockout wall and the outside of the pipe. Afterthe pipe is installed, fill the gap with joint mortar in accordance with StandardSpecification 9-04.3.

4"

4.5"

5"

6"

8"

8"

"O" RING

12"

6"

GRAVEL BACKFILL FORPIPE ZONE BEDDING

SEPARATE BASEPRECAST


INTEGRAL BASESEPARATE BASE

STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER

EXPIRES JULY 1, 2007

15588

MA

TTHEW J. WITECKI

SEPARATE BASECAST-IN-PLACE

INTEGRAL BASEPRECAST WITH RISER

1" M

IN.

2.5"

MA

X.

REINFORCING STEEL (TYP.)

CATCH BASIN DIMENSIONS

BASE REINFORCING STEEL2in /ft. IN EACH DIRECTION

PIPE ALLOWANCES

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Harold J. Peterfeso 06-01-06




SHEET 1 OF 1 SHEET

MANHOLE RING AND COVER

CIRCULAR ADJUSTMENT SECTION

FLAT SLAB TOP

PRECAST RISER SECTIONS

CHANNEL AND SHELF

STEPS OR LADDER

12" (TYP.)

12" MAX.

28"

MA

X.

12".

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..

.

.

.

.

.

.

.

.

.

.

.

.

..

.

.

.

.

.

.

.

..

.

.

.

.

.

.

..

.

.

.

. .

.

.

.

.

.

.

.

.

.

.

.

.

..

.

.

.

..

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

MANHOLE TYPE 3

48", 54", 60", 72", 84" OR 96"

6"

1"

MIN

.

2.5"

MA

X.

16" MAX.4" MIN.

25

- 0"

MA

X.

NOTE


6"

DR

AW

N B

Y:

AD

AM

CO

CH

RA

N

MORTARFILLET

WALL

THICKNESS

BASE

THICKNESS

MAXIMUM

KNOCKOUT

SIZE

MINIMUM

DISTANCE

BETWEEN

KNOCKOUTS INTEGRAL BASESEPARATE BASE

0.23

0.19

0.25 0.25

0.19

0.158"

8"

8"

36"

42"

48"8"

8"

6"4"

5"60"

54"

48"

DIAM.

0.35

0.39

0.24

0.29

12"

12"

60"

72"

8"

12"

6"

8"84"

72"

0.39 0.2912"84"12"8"96"

Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum.

4.5"

24:1SLOPE

MANHOLE DIMENSION TABLE

BASE REINFORCING STEEL2in /ft. IN EACH DIRECTION

12"

6"

"O" RING

SEPARATE BASEPRECAST

SEPARATE BASECAST-IN-PLACE

INTEGRAL BASEPRECAST WITH RISER

REINFORCING STEEL (TYP.)



STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER


15588

MA

TTHEW J. WITECKI

NO

TE

:

TH

IS P

LA

N I

S N

OT

A L

EG

AL

EN

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RIN

G D

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SHEET 1 OF 1 SHEET

1 5/8"

3/4"

2 1/2"

1 5

/8"

1 1

/4"

3/4"

7/8"

4 1

/2"

1/8"

NOTES

1.

2.

3.

RECTANGULAR FRAME(REVERSIBLE)


This frame is designed to accommodate 20" 24" grates or covers as shownon Standard Plans B-30.20, B-30.30, B-30.40 and B-30.50.

When bolt-down grates or covers are specified in the Contract, provide twoholes in the frame that are vertically aligned with the grate or cover slots. Tapeach hole to accept a 5/8" - 11 NC 2" allen head cap screw. Location ofbolt down holes varies among different manufacturers.

Refer to Standard Specification 9-05.15(2) for additional requirements.

GRATE

FRAME

BOLT-DOWN DETAILSEE NOTE 2

SECTION

RECESSED ALLENHEAD CAP SCREW

5/8" - 11 NC x 2"

29 1/4"

25 1

/4"

24 1/4"

A

SECTION A

B

BDETAIL

TOP

DR

AW

N B

Y:

MA

RK

SU

JKA

BOLT-DOWN HOLE (TYP.)~ 5/8" - 11 NC, SEE

DETAIL & NOTE 2

STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER


15588

MA

TTHEW J. WITECKI

ISOMETRIC VIEWSHOWING THE VARIATIONS

FRAME CAST INTO PRECASTADJUSTMENT SECTION ~ SEESTANDARD PLAN B-30.90 FOR

ADJUSTMENT SECTION DETAILS

FLANGE UPWARD

NO

TE

:

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IS P

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SHEET 1 OF 1 SHEET

NOTES

1.

2.

3.

4.


RECTANGULAR SOLIDMETAL COVER

1/2

"

3/4"

1 1/4"

5/8"

BOLT-DOWN SLOT DETAILSEE NOTE 1

24"

20"

A

B

SECTION A

4 3/4" 1 1/2"

39" R ~ SEE NOTE 2

3"

TOP

2 1/2" DIAM. HOLE

1 1

/2"

3"

26

" R

~ S

EE

NO

TE

2

BSECTION

ISOMETRIC

DR

AW

N B

Y:

MA

RK

SU

JKA

1 5

/8"

MA

X.

C

3 1/2"

5"

1/2" DIAM. HANDLE

5/8"

3/4"

4"

1 1/2"

3/4" DIAM. HOLE

SECTION C

BOLT-DOWN SLOT ~ SEEDETAIL AND NOTE 1

When bolt-down covers are specified in the Contract, provide two slotsin the cover that are vertically aligned with the holes in the frame.Location of bolt-down slots varies among different manufacturers.

Alternative reinforcing designs are acceptable in lieu of the rib design.


For frame details, see Standard Plan B-30.10.

STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER


15588

MA

TTHEW J. WITECKI

Kevin J. Dayton 11-21-06

NO

TE

:

TH

IS P

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SHEET 1 OF 1 SHEET

1/2

"

3/4"

1 1/4"

5/8"

NOTES

1.

2.

3.

ISOMETRIC

DR

AW

N B

Y:

MA

RK

SU

JKA

1"

20"

5"

3"

3"5"

5"

5"5"

5"

SECTION B

B

A

SLOT ~ SEE DETAILAND NOTE 1

TOP

FO

UN

DR

Y N

AM

ED

I

FLOW

FLOW

1 5

/8"

MA

X.

SECTION A

24"

7 OR 8 EQUAL SPACES


RECTANGULARVANED GRATE

DIRECTION OF FLOW

BOLT-DOWN SLOT DETAILSEE NOTE 1

When bolt-down grates are specified in the Contract, provide two slotsin the grate that are vertically aligned with the holes in the frame. Location of bolt-down slots varies among different manufacturers.


For Frame details, see Standard Plan B-30.10.

STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER


15588

MA

TTHEW J. WITECKI

NO

TE

:

TH

IS P

LA

N I

S N

OT

A L

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24" MIN.

ONE #3 BAR HOOP FOR 6"TWO #3 BAR HOOPS FOR 12"

FOR ACCESS AND STEPS

48" MIN.

ONE #3 BAR HOOP4"

5"

34"

24" MIN

.

8"

12" MIN.

6"

48"

MA

X.

6"

9"

12"

12" (TYP.)

6" OR 12"

30"20"

5"

24"

34"

5"

M

IN.

18"

MIN

.

42"

MA

X.1" MIN.

2 1/2" MAX.

ECCENTRIC CONE SECTION

72" FLAT SLAB TOP

TYPICAL ORIENTATION

RECTANGULAR ADJUSTMENT SECTION

CIRCULAR ADJUSTMENT SECTION

PREFABRICATED LADDER

STEP




SHEET 1 OF 1 SHEET

20" x 24",24" DIAM., 48" DIAM.OR 54" DIAM. HOLE

1" MIN.2 1/2" MAX.

2" (TYP.)

2" (TYP.)

20" x 24" OR24" DIAM. HOLE

9 1

/2"

SHEET 1 OF 1 SHEET

12"

20" x 24",24" DIAM., 48" DIAM.OR 54" DIAM. HOLE

1" MIN.2 1/2" MAX.

2" (TYP.)

84" or 96" FLAT SLAB TOP


As an acceptable alternative to rebar, wire mesh having aminimum area of 0.12 square inches per foot may be usedfor adjustment sections.

1

1

1

#6 BARS @ 7" SPACING



8"

MISCELLANEOUS DETAILSFOR

DRAINAGE STRUCTURES

48", 54", or 60" FLAT SLAB TOP

NOTE

Ladder rungs for manholes and catch basins shall meet the requirements of AASHTO M 199.

STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER


15588

MA

TTHEW J. WITECKI


NO

TE

:

TH

IS P

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ION

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BT

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ED

UP

ON

RE

QU

EST.




SHEET 1 OF 1 SHEET

PIP

E Z

ON

E

CONCRETE AND DUCTILE IRON PIPE

6"6"

TRENCH WIDTH

(SEE NOTE 3)

15% O.D.

85% O.D.(SEE NOTE 4)

THERMOPLASTIC PIPE

6"6"

O

.D.

METAL PIPE

6"6"

PIP

E Z

ON

E

PIPE ZONE BACKFILL(SEE NOTE 1)

PIPE ARCHES

PIP

E Z

ON

E

6"

CLEARANCE BETWEEN PIPESFOR MULTIPLE INSTALLATIONS

MINIMUMDISTANCEBETWEENBARRELS

12" to 24"

30" to 96"

102" to 180"

18" to 36"

43" to 142"

148" to 200"

12"

DIAM. /2

48"

12"

SPAN /3

48"


(SEE NOTE 2)


(SEE NOTE 2)


(SEE NOTE 2)


TRENCH WIDTH

(SEE NOTE 3)


(SEE NOTE 2)


PIP

E Z

ON

E

FOUNDATION LEVEL

FOUNDATION LEVEL

FOUNDATION LEVEL

FOUNDATION LEVEL

TRENCH WIDTH

(SEE NOTE 3)

TRENCH WIDTH

(SEE NOTE 3)

50

%

O.D

.

50

%

O.D

.

85

% R

ISE

15% RISE

6"

NOTES

1.

2.

3.

4.

PIPE ZONE BEDDINGAND BACKFILL

See Standard Specifications Section 7-08.3(3) for Pipe Zone Backfill.

See Standard Specifications Section 9-03.12(3) for Gravel Backfill for Pipe Zone Bedding.

See Standard Specifications Section 2-09.4 for Measurement of Trench Width.

For sanitary sewer installation, concrete pipe shall be bedded to spring line.

SIZEPIPE


CIRCULAR PIPE

(DIAMETER)

PIPE ARCH

(SPAN)METAL ONLY

STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER


15588

MA

TTHEW J. WITECKI

NO

TE

:

TH

IS P

LA

N I

S N

OT

A L

EG

AL

EN

GIN

EE

RIN

G D

OC

UM

EN

T

BU

T A

N E

LE

CT

RO

NIC

DU

PL

ICA

TE

. T

HE

OR

IGIN

AL

, SIG

NE

D B

Y

TH

E E

NG

INE

ER

AN

D A

PP

RO

VE

D F

OR

PU

BL

ICA

TIO

N, I

S K

EP

T O

N

FIL

E A

T T

HE

WA

SH

ING

TO

N S

TA

TE

DE

PA

RT

ME

NT

OF

TR

AN

S-

PO

RT

AT

ION

. A

CO

PY

MA

Y B

E O

BT

AIN

ED

UP

ON

RE

QU

EST.





SHEET 1 OF 1 SHEET

4" MAX.

4" MAX.

4" MAX.

END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE (SEE STD. SPEC. 7-02.3(1))

END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE (SEE STD. SPEC. 7-02.3(1))

NOTES

1.

2.

METAL PIPE

4H:1V OR STEEPER

4H:1V OR STEEPER

4H:1V OR STEEPER

CONCRETE PIPE

THERMOPLASTIC PIPE


BEVELED END SECTIONS

FOR CULVERTS 30"DIAMETER OR LESS

The culvert ends shall be beveled to match the embankment or ditchslope and shall not be beveled flatter than 4H:1V. When slopes arebetween 4H:1V and 6H:1V, shape the slope in the vicintiy of theculvert end to ensure that no part of the culvert protrudes more than4" above the ground line.

Field cutting of culvert ends is permitted when approved by the Engineer.All field-cut culvert pipe shall be treated with treatment as shown in theStandard Specifications or General Special Provisions.

STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER


15588

MA

TTHEW J. WITECKI

NO

TE

:

TH

IS P

LA

N I

S N

OT

A L

EG

AL

EN

GIN

EE

RIN

G D

OC

UM

EN

T

BU

T A

N E

LE

CT

RO

NIC

DU

PL

ICA

TE

. T

HE

OR

IGIN

AL

, SIG

NE

D B

Y

TH

E E

NG

INE

ER

AN

D A

PP

RO

VE

D F

OR

PU

BL

ICA

TIO

N, I

S K

EP

T O

N

FIL

E A

T T

HE

WA

SH

ING

TO

N S

TA

TE

DE

PA

RT

ME

NT

OF

TR

AN

S-

PO

RT

AT

ION

. A

CO

PY

MA

Y B

E O

BT

AIN

ED

UP

ON

RE

QU

EST.


SHEET 1 OF 1 SHEET

1"

1" R.

6"

1"

1" R.

(SEE CONTRACT)

6"

1/2" R.1/2" R.

11 1/2" 11 1/2"

6"

DUAL-FACED CEMENT CONCRETETRAFFIC CURB AND GUTTER

1"

1" R.

6"

1"

1" R.

(SEE CONTRACT)

DUAL-FACED CEMENTCONCRETE TRAFFIC CURB

1 3/4" 1 3/4"

6"

1

- 4"

FACE OF CURB FACE OF CURB

VARIES10" TO 22"

VARIES 12" TO 24"

VARIES10" TO 22"

VARIES 12" TO 24"

8 1/4"

1

- 4"

1 1/2" R.3"

1/2" R.

4"

6"

MOUNTABLE CEMENTCONCRETE TRAFFIC CURB

4"

7 1/4"

8 1/4"

1

- 4"

1/2" R.

1"

6 1/2"

CEMENT CONCRETETRAFFIC CURB

6"

5 1/2"

1" R.

FACE OF CURB

12

"

1 - 6"

1"

6 1/2"

1/2" R.

6"

5 1/2"

1" R.

1/2" R.

6"

CEMENT CONCRETETRAFFIC CURB AND GUTTER

1 - 6"

6 1/2"

1/2" R.

1/2" R.

VA

RIE

S F

RO

M12"

TO

6"

MATCH ROADWAYSLOPE

1" R.VARIES

DEPRESSED CURB SECTION

6"

FACE OF CURBFACE OF CURB

FACE OF CURB

1/2" R.

6"

1" R.

6"

1/2" R.

1" R.

6"

6"

CEMENT CONCRETE CURBS

STANDARD PLAN F-10.12-02

VARIES FROM 6" TO 0",MAINTAIN 1H : 6V SLOPEON SIDE OF CURB

VARIESFROM

6" TO 0"

AT CURB RAMPS, LANDINGS,AND DRIVEWAY ENTRANCES

AT CURB RAMPS ANDDRIVEWAY ENTRANCES

CEMENT CONCRETE CURB RAMP, LANDING, OR DRIVEWAY ENTRANCE

DR

AW

N B

Y:

FE

RN

LID

DE

LL

6"


MATCH ROADWAYSLOPE

ROADWAYROADWAY

MATCH ROADWAYSLOPE

ROADWAY

MATCH ROADWAYSLOPE

2.0%

ROADWAY

ROADWAYROADWAYROADWAYROADWAY

1

1

1

- 0"

FLUSH WITH GUTTER PAN AT CURBRAMP ENTRANCE ~ 1/2" VERTICAL LIPAT DRIVEWAY ENTRANCE3/8" PREMOLDED

JOINT FILLER

3/8" PREMOLDED JOINT FILLER(WHEN ADJACENT TO CEMENTCONCRETE SIDEWALK)

CEMENT CONCRETE ORASPHALT CONCRETESIDEWALK OR PATH

NOTE

1.

CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB




SHEET 1 OF 1 SHEET

1"

1" R.

6"

1"

1" R.

(SEE CONTRACT)

6"

1/2" R.1/2" R.

11 1/2" 11 1/2"

6"


1"

1" R.

6"

1"

1" R.

(SEE CONTRACT)


1 3/4" 1 3/4"

6"

1

- 4"


VARIES10" TO 22"

VARIES 12" TO 24"

VARIES10" TO 22"

VARIES 12" TO 24"

8 1/4"

1

- 4"

1 1/2" R.3"

1/2" R.

4"

6"


4"

7 1/4"

8 1/4"

1

- 4"

1/2" R.

1"

6 1/2"


6"

5 1/2"

1" R.

FACE OF CURB

12

"

1 - 6"

1"

6 1/2"

1/2" R.

6"

5 1/2"

1" R.

1/2" R.

6"


1 - 6"

6 1/2"

1/2" R.

1/2" R.

VA

RIE

S F

RO

M12"

TO

6"

MATCH ROADWAYSLOPE

1" R.VARIES


6"


FACE OF CURB

6"

1" R.

6"

1/2" R.

1" R.

6"

6"




VARIESFROM

6" TO 0"




DR

AW

N B

Y:

FE

RN

LID

DE

LL

6"


MATCH ROADWAYSLOPE

ROADWAYROADWAY

MATCH ROADWAYSLOPE

ROADWAY

MATCH ROADWAYSLOPE

2.0%

ROADWAY


1

1

1

- 0"


JOINT FILLER



NOTE


SHEET 1 OF 1 SHEET




SHEET 1 OF 1 SHEET

1"

1" R.

6"

1"

1" R.

(SEE CONTRACT)

6"

1/2" R.1/2" R.

11 1/2" 11 1/2"

6"


1"

1" R.

6"

1"

1" R.

(SEE CONTRACT)


1 3/4" 1 3/4"

6"

1

- 4"


VARIES10" TO 22"

VARIES 12" TO 24"

VARIES10" TO 22"

VARIES 12" TO 24"

8 1/4"

1

- 4"

1 1/2" R.3"

1/2" R.

4"

6"


4"

7 1/4"

8 1/4"

1

- 4"

1/2" R.

1"

6 1/2"


6"

5 1/2"

1" R.

FACE OF CURB

12

"

1 - 6"

1"

6 1/2"

1/2" R.

6"

5 1/2"

1" R.

1/2" R.

6"


1 - 6"

6 1/2"

1/2" R.

1/2" R.

VA

RIE

S F

RO

M12"

TO

6"

MATCH ROADWAYSLOPE

1" R.VARIES


6"


FACE OF CURB

6"

1" R.

6"

1/2" R.

1" R.

6"

6"




VARIESFROM

6" TO 0"




DR

AW

N B

Y:

FE

RN

LID

DE

LL

6"


MATCH ROADWAYSLOPE

ROADWAYROADWAY

MATCH ROADWAYSLOPE

ROADWAY

MATCH ROADWAYSLOPE

2.0%

ROADWAY


1

1

1

- 0"


JOINT FILLER



NOTE





SHEET 1 OF 1 SHEET

1"

1" R.

6"

1"

1" R.

(SEE CONTRACT)

6"

1/2" R.1/2" R.

11 1/2" 11 1/2"

6"


1"

1" R.

6"

1"

1" R.

(SEE CONTRACT)


1 3/4" 1 3/4"

6"

1

- 4"


VARIES10" TO 22"

VARIES 12" TO 24"

VARIES10" TO 22"

VARIES 12" TO 24"

8 1/4"

1

- 4"

1 1/2" R.3"

1/2" R.

4"

6"


4"

7 1/4"

8 1/4"

1

- 4"

1/2" R.

1"

6 1/2"


6"

5 1/2"

1" R.

FACE OF CURB

12

"

1 - 6"

1"

6 1/2"

1/2" R.

6"

5 1/2"

1" R.

1/2" R.

6"


1 - 6"

6 1/2"

1/2" R.

1/2" R.

VA

RIE

S F

RO

M12"

TO

6"

MATCH ROADWAYSLOPE

1" R.VARIES


6"


FACE OF CURB

6"

1" R.

6"

1/2" R.

1" R.

6"

6"




VARIESFROM

6" TO 0"




DR

AW

N B

Y:

FE

RN

LID

DE

LL

6"


MATCH ROADWAYSLOPE

ROADWAYROADWAY

MATCH ROADWAYSLOPE

ROADWAY

MATCH ROADWAYSLOPE

2.0%

ROADWAY


1

1

1

- 0"


JOINT FILLER



NOTE


SHEET 1 OF 1 SHEET




SHEET 1 OF 1 SHEET

See Standard Plan F-30.10 for Curb Expansion and Contraction Joint spacing.

STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER

32350

TERRY

L.

BERENDS


NO

TE

:

TH

IS P

LA

N I

S N

OT

A L

EG

AL

EN

GIN

EE

RIN

G D

OC

UM

EN

T

BU

T A

N E

LE

CT

RO

NIC

DU

PL

ICA

TE

. T

HE

OR

IGIN

AL

, SIG

NE

D B

Y

TH

E E

NG

INE

ER

AN

D A

PP

RO

VE

D F

OR

PU

BL

ICA

TIO

N, I

S K

EP

T O

N

FIL

E A

T T

HE

WA

SH

ING

TO

N S

TA

TE

DE

PA

RT

ME

NT

OF

TR

AN

S-

PO

RT

AT

ION

. A

CO

PY

MA

Y B

E O

BT

AIN

ED

UP

ON

RE

QU

EST.




12" 12"

SPACING OF ANCHOR BARS

# 3 BARS (TYP.)

1" MIN. (TYP.)

12" 12"

DR

AW

N B

Y:

BIL

L B

ER

EN

S

EXTRUDED CURB

STANDARD PLAN F-10.42-00SHEET 1 OF 1 SHEET

5"

1"

6"

1 1/2" R.

1" R.

1 1/

2" R

.

1" R.

1 1/2" R. 1

1/2"

R.

10"

2 1/2" 2 1/2"

2"

4"

8"

6"1" 1"

1" R. 1" R.

1" R. 1" R.

1"

3"

8"

6" 1"1"

5"

1"

6"

10"

2 1/2" 2 1/2"

2"

4"

8"

6"1" 1"

1"

3"

8"

6" 1"1"

1 1/2" R. 1

1/2"

R.

1" R.1" R.

1" R.

1 1/2" R.1" R.

1" R.

1 1/

2" R

.

1" R.

2"

6"

2"

2"

TYPE 1

TYPE 2

TYPE 3

TYPE 6

(CEMENT CONCRETE)

CEMENT CONCRETE EXTRUDED CURB

1 1/2" R. 1

1/2"

R. 1 1/2" R

. 1 1/

2" R

.

(HOT MIX ASPHALT)

(HOT MIX ASPHALT)

(HOT MIX ASPHALT)

6"

(CEMENT CONCRETE)

6"

(CEMENT CONCRETE)

# 3 BAR

# 3 BAR

# 3 BAR

(FOR TYPES 4, 5, AND 6)

10 - 0"BETWEEN JOINTS (TYP.)

NOTE

JOINTS MAY BE FORMED DURING INSTALLATION USINGA RIGID DIVIDER OR SAWCUT AFTER CONCRETE CURESTO MINIMUM STRENGTH.

TYPE 4

TYPE 5

STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER

31805

KEN

L SMITH

EXPIRES AUGUST 26, 2007

ROYE

01-23-07Ken L. Smith

NO

TE

:

TH

IS P

LA

N I

S N

OT

A L

EG

AL

EN

GIN

EE

RIN

G D

OC

UM

EN

T

BU

T A

N E

LE

CT

RO

NIC

DU

PL

ICA

TE

. T

HE

OR

IGIN

AL

, SIG

NE

D B

Y

TH

E E

NG

INE

ER

AN

D A

PP

RO

VE

D F

OR

PU

BL

ICA

TIO

N, I

S K

EP

T O

N

FIL

E A

T T

HE

WA

SH

ING

TO

N S

TA

TE

DE

PA

RT

ME

NT

OF

TR

AN

S-

PO

RT

AT

ION

. A

CO

PY

MA

Y B

E O

BT

AIN

ED

UP

ON

RE

QU

EST.

PLAN VIEW

1.

2.

3.

4.

NOTES

5.

6.

WATTLE SPACING TABLE

1:1

2:1

3:1

4:1

10 - 0"

30 - 0"

40 - 0"

20 - 0"

DR

AW

N B

Y:

LIS

A C

YF

OR

D

A

SECTION A

STAGGER JOINTS (TYP.)~ SEE NOTE 2

22 3 - 0" WOODEN STAKESPACED EVERY 4 - 0" O.C. (TYP.)

SEDIMENT TRAPPING AREA (TYP.)

WATTLE DETAIL

1 -

0"

MIN

.

22 3 - 0" WOODEN STAKE

WATTLE

2" M

IN.

5" M

AX

.

TRENCH ~ SEE NOTE 1

SPACING VARIES (TYP.)~ SEE WATTLE SPACING TABLE

WATTLE ~ SEE DETAIL




STANDARD PLAN I-30.30-00SHEET 1 OF 1 SHEET

TYPICAL SECTION

SPACING VARIES (TYP.)~ SEE WATTLE SPACING TABLE

LENGTH

VARI

ES

WATTLE INSTALLATIONON SLOPE

SLOPE MAXIMUM SPACING

Wattles shall be in accordance with Standard Specification 9-14.5(5). Install Wattles along contours. Installation shallbe in accordance with Standard Specification 8-01.3(10).

Securely knot each end of Wattle. Abut adjacent Wattles tightly, end to end, without overlapping the ends.

Pilot holes may be driven through the Wattles and into the soil when soil conditions require.

Live stakes may be used for permanent installation and shallbe in accordance with Standard Specification 9-14.5(6).

Wattles shall be inspected regularly, and immediately after a rainfall produces runoff, to ensure they remain thoroughly entrenched and in contact with the soil.

Perform maintenance in accordance with Standard Speci-fication 8-01.3(15).

3" M

IN.

4" M

AX

.

STATE OFWASHINGTONREGISTERED

LANDSCAPE ARCHITECT

CERTIFICATE NO. 000598

MARK W. MAURER


MENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND

APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPART-

MENT OF TRANSPORTATION. A COPY MAY BE OBTAINED UPON REQUEST.

NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCU-

DR

AW

N B

Y:

LIS

A C

YF

OR

D NOTES

1.

2.

3.

4.

OVERFLOW BYPASS

5" MAX.

GRATE FRAME

FILTEREDWATER

SEDIMENT AND DEBRIS




SHEET 1 OF 1 SHEET

STORM DRAININLET PROTECTION

STANDARD PLAN I-40.20-00

DRAINAGE GRATE

OVERFLOW BYPASS (TYP.)

DRAINAGE GRATE~ RECTANGULAR GRATE SHOWN

ISOMETRIC VIEW

RETRIEVAL SYSTEM (TYP.)

TRIM

BELOW INLET GRATE DEVICE

SECTION VIEW

NOT TO SCALE

Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service.

The BIGD shall have a built-in high-flow relief system (overflow bypass).

The retrieval system must allow removal of the BIGD without spilling thecollected material.

Perform maintenance in accordance with Standard Specification 8-01.3(15).

BELOW INLET GRATE DEVICE

STATE OFWASHINGTONREGISTERED

LANDSCAPE ARCHITECT

CERTIFICATE NO. 000598

MARK W. MAURER


MENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND

APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPART-

MENT OF TRANSPORTATION. A COPY MAY BE OBTAINED UPON REQUEST.

NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCU-

10/19/2010

4:26:02 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\06-Illum & Signal (IS)\(IS-1) Pedestrian Push Button Post\IS-1.dgn

SHEET

OF

SHEETS

ENTERED BY

PROJ. ENGR.

REVISION BY

CONTRACT NO.

JOB NUMBER

WASH10

STATEREGIONNO.

REGIONAL ADM.

Washington StateDepartment of Transportation

DESIGNED BY

FILE NAME

TIME

DATE

DATEDATE

LOCATION NO.

FED.AID PROJ.NO.

CHECKED BY

DATE P.E. STAMP BOX P.E. STAMP BOX

PLOTTED BY Cyfordl

PUSHBUTTON

FOR

1" M

AX.

1" M

AX.

AP

PR

OX. 3 - 6"

PEDESTRIAN PUSH BUTTON ~ SEE NOTE 1

PIPE CAP

4 - 6"

TOP OF SIDEWALK OR SHOULDER

1/4" PREMOLDEDJOINT FILLER

PEDESTRIANCURB

1/4" PREMOLDEDJOINT FILLER

18" MAX.

A

PP

RO

X. 3 - 6"

TOP OFPOLE

3/4" 4" LONG S.S. BOLTWITH (2) 1" FLAT WASHER (TYP.) 4

3/4"

6 7/8"

SIGN

PEDESTRIAN PUSH BUTTON~ SEE NOTE 1

NOTES

1. See Standard Plan J-20.26 for Pedestrian Push Button details.

ISOMETRIC VIEW

PEDESTRIAN PUSHBUTTON POST

1

2

IS-1

PEDESTRIAN PUSH BUTTON POST(PPB) AND FOUNDATION

ELEVATION

WITHOUT LANDING

ELEVATION

WITH LANDING

FACE OF CURB

PIPE CAP

TOP OFSIDEWALK

FLAT BACK HUB PLATE ~1 1/2" DIAM. NPS ALUMINUM

STAINLESS STEELSTRAP (TYP.)

EXTENSION ARM ~ 1 1/2" DIAM. STEELSEE STANDARD SPECIFICATION 9-29.6(1)

CURVED HUB PLATE WITH CABLE GUIDE ~1 1/2" DIAM., NPS ALUMINUM

10/19/2010

3:51:03 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\06-Illum & Signal (IS)\(IS-1) Pedestrian Push Button Post\IS-1.dgn

SHEET

OF

SHEETS

ENTERED BY

PROJ. ENGR.

REVISION BY

CONTRACT NO.

JOB NUMBER

WASH10

STATEREGIONNO.

REGIONAL ADM.

Washington StateDepartment of Transportation

DESIGNED BY

FILE NAME

TIME

DATE

DATEDATE

LOCATION NO.

FED.AID PROJ.NO.

CHECKED BY

DATE P.E. STAMP BOX P.E. STAMP BOX

PLOTTED BY Cyfordl

2 1/2" PIPE CAP

1 - 1 1/4" (W

ITH

OU

T L

AN

DIN

G)

1 - 7 1/4" (W

ITH L

AN

DIN

G)

FIELD DRILL AND TAPFOR 3/8" BOLT


1"

TH

RE

AD

TOP OF POST

FIELD DRILL AND TAP FOR1/2" CHASE NIPPLE

POST DETAIL

2 1/2"

1/2" STEEL BASE PLATE

GROUT PAD ~ INSTALL AFTERPLUMBING STANDARD

3/4" CHAMFER (TYP.)

2 1/2"

1" - 2"

6" 2 - 0" DIAM. (FOR ROUND FOUNDATION)1 - 6" (FOR SQUARE FOUNDATION)

1" DIAM. ELECTRICALCONDUIT

CONDUIT COUPLING ~ INSTALLFLUSH WITH TOP OF FOUNDATION

1/2" DIAM. STEEL HEX NUT, WITH 1 1/2" FLAT WASHER, 2 EACH REQD PER ANCHOR BOLT ~ MINIMUM OF 2 THREADS ABOVE TOP OF NUT OR 5/8" MAX (TYP.)

3/16

1/8

2 1/2"

5"

5"

2 1/2"

5/8" DIAM.HOLE (TYP.)


3/16

1/8 1/2" STEEL PLATE

4 1/2" DIAM.BOLT CIRCLE

BASE PLATE DETAIL

2 - 0"

1 - 6"

3/8" - 16 3" STAINLESS STEELBOLT WITH WASHER (TYP.)

CHASE NIPPLE (TYP.) ~ 1/2" DIAM. 3" WITH 7/8" HEX HEAD, 1/2" PIPE THREADPEDESTRIAN PUSH BUTTON

ASSEMBLY (TYP.)~ SEE NOTE 1

PEDESTRIAN PUSH BUTTON POST ~2 1/2" DIAM. SCHEDULE 40 STEEL PIPE

4" 4" 3/8" 2-WAY MOUNTINGANGLE ~ 6063 ALUMINUM PLATE

3/4" R (TYP.)

2-WAY PEDESTRIANPUSH BUTTON DETAIL

OPTIONAL 2-WAY PEDESTRIANPUSH BUTTON POST

ISOMETRIC VIEW

IS-1

2

2PEDESTRIAN PUSH BUTTON POST(PPB) AND FOUNDATION

FOUNDATION DETAIL

2-WAY MOUNTING ANGLE DETAIL

.375" THICK, 6063 ALUMINUM PLATEMIRROR IMAGE FOR RIGHT SIDE

2.40"

2.85"

7.75"

0.391" DIAM.BOLT HOLE

2.50"

.875" DIAM. HOLEFOR CHASE NIPPLE

1 .8125"

4.00"

.375" 3/4" R.(TYP.)

2.1875"

ANCHOR BOLT (TYP.) ~1/2" 12" FULL THREAD, ASTM F1554, GRADE S.S. NUTS, AASHTO M291, GRADE A, WASHERS, ASTM F884 OR ASTM F436

COMMERCIAL CONCRETE

ANCHOR BOLT TEMPLATE(TYP.)

1/2" HEX NUTS, STEEL,4 REQD. ~ PER ANCHOR BOLT

FLAT WASHERS,4 REQD. ~ PER ANCHOR BOLT

TOP OF FOUNDATION

1/4" PREMOLDED JOINT FILLER

1 1/2"

1" DIAM.HOLE (TYP.)

4 1/2" DIAM.BOLT CIRCLE

ANCHOR BOLT TEMPLATE

1/4" STEELPLATE

1 1/2" DIAM. HOLE

PEDESTRIAN PUSH BUTTON POST ~2 1/2" DIAM. SCHEDULE 40 STEEL PIPE

(OR 1 13/16")

REINFORCING STEEL BENDING DIAGRAM

1 - 7"

1 - 7"

1

# 4

2

1 - 10"

DIMENSIONS ARE OUT TO OUT

DR

AW

N

BY:

LIS

A

CY

FO

RD

1.

2.

3.

4.

5.

4"

1/8

MATCHLINEMATCHLINE

3

2 - 3"

DIA

M.

A

2

2 - 0"

2 - 0"

3

B

1

3/16

1/8

BASE PLATE DETAIL

CC

HEIG

HT

OF S

TA

ND

AR

D

8"

4"

B

MA

X.

8"

A

MA

X.

4"

2 1/2"

9"

9"

1" T

O

2"

6.

TOP OF BASE PLATE

2 - 0"

2 - 0"

MIN.

1 - 3 1/2"

3 - 0"1 - 8"

3

SQUARE

1

2 - 3"

ROUND

MIN.

2 - 0"

3 - 0"1 - 8"

3

1 - 3 1/2"

(TY

P.)

2

FIXED BASE

(TY

P.)

ROUND CONCRETE FOUNDATION DETAIL SQUARE CONCRETE FOUNDATION DETAIL

3/16

1/8

3/16

DETAIL C

1/4" STEELPLATE

9" BOLT CIRCLE

1 1/2"

ANCHOR BOLT TEMPLATE

ANCHOR BOLTTEMPLATEANCHOR BOLT

TEMPLATE

3/4" 2 - 6" ANCHOR BOLT (TYP.) ~ASTM F 1554 GR 55 (SEE NOTE 4)

TAPERED STEEL SHAFT ~ SEE NOTE 1

TAPEREDSTEEL SHAFT~ SEE NOTE 1

ELECTRICAL CONDUIT ~ SEECONTRACT PLANS FOR DIAM.

STEEL REINFORCING BAR

GROUNDING CONDUCTOR~ SEE NOTE 6

2 1/2"

(TYP.)

# 4 (TYP.)

# 4

ELECTRICALCONDUIT

SECTION

2 1/2" CLR.

(TYP.)

ELECTRICALCONDUIT

1" DIAM.HOLE (TYP.)SEE STD. SPEC. 9-07.1(2) FOR BENDING DIAM.

135^ HOOK(TYP.)

# 41/2" STEEL PLATE W/HOLE

= POLE BASE + 1/6"

SEE DETAILS ABOVE MATCHLINE ONSQUARE CONCRETE FOUNDATION

GROUNDING NUT


3/4" CHAMFER (TYP.)

HAND HOLE~ SEE NOTE 2

TOP OFBASE PLATE

2 1/2"

# 4(TYP.)

ELECTRICAL CONDUIT ~ SEECONTRACT PLAN FOR DIAM. ELECTRICAL CONDUIT ~ SEE

CONTRACT PLAN FOR DIAM.

9" DIAM. BOLTCIRCLE

USE DETAILS ABOVE MATCHLINE FORROUND CONCRETE FOUNDATION

GROUNDING NUT


3/4" CHAMFER (TYP.)

# 4(TYP.)

2 1/2" CLR.2 1/2" CLR.

(TYP.)

ELEVATION ELEVATION

(TYP.) 2" C

LR.

HAND HOLE ~ SEE NOTE 2

6" DIAM. HOLLOW INCENTER OF GROUT PAD

1" DIAM.HOLE (TYP.)

CONDUIT COUPLING ~ INSTALL FLUSHWITH TOP OF FOUNDATION

LEVELING NUT (TYP.)

TOP OF FOUNDATION

2 FULL THREADS MIN.

5/8" MAX.

(2) 3/4" DIAM. STEEL HEX NUT, (2) WITH FLAT WASHERS (TYP.)

4" 6" HAND HOLE~ SEE NOTE 2

TAPERED STEEL SHAFT ~ SEE NOTE 1

GROUNDING NUT

1/2" STEEL BASE PLATE~ SEE DETAIL


3/8" I.D. DRAIN TUBEIN GROUT PAD

UNPAVED SURFACE

# 4

SECTION

SLIPFITTERTOP OFPOLE

(TY

P.)

2" C

LR.

(TY

P.)

# 4(TYP.)

# 4(TYP.)

# 4(TYP.)





3/4" HEX NUTS, STEEL,4 REQD. PER ANCHOR BOLT

FLAT WASHERS,4 REQD. PER ANCHOR BOLT




Steel Shaft shall be tapered either round or dodecagon (12-sided), 11-gauge, 4 1/2" O.D. at slipfitter weld. Taper shall be 0.14 inches per foot.

Hand Holes shall include a removable, rain-tight cover and gasket, fastened with two stainless steel screws (ASTM F 593).

Clamping Bolts shall be tightened to 50 ft-lbs max. torque. After state inspection, burr threads to prevent nut rotation. DO NOT OVERTIGHTEN.

The final height of the Anchor Bolts must be below the top of the Slip Plate Assembly to ensure proper function of the Slip Base.

All Poles shall be hot dip galvanized per AASHTO M111.

Grounding Conductor shall be non-insulated #4 AWG stranded copper, provide 3 - 0" min. slack. Clamp to steel reinforcing bar with connector suitable for use embedded in concrete.

NOTES

TYPE PS, TYPE 1, RM& FB SIGNAL STANDARDFOUNDATION DETAILS

STANDARD PLAN J-21.10-02SHEET 1 OF 2 SHEETS

PAVED SURFACE

3/8" PRE-MOULDED

JOINT FILLER

STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER

36103

BRIAN

J. WALSH


NO

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3/4"4"

MA

X.

DETAIL

3/16

1/8

F

MIN.

1/8"

3

2 1/2"

CLR.

2 - 3"

DIA

M.

D

TOWARD ROADWAY

SECTION

2

2 - 0"

2 - 0"

1

E

3

(TYP.)2 1/2" CLR.

SECTION

TOWARD ROADWAY

3 7/1

6"

(TY

P.)

9"

SLIP AND ANCHOR PLATES DETAIL

G

8 1/2"

6" 6" 6" 8 1/2"

KEEPER PLATE DETAIL

6"

BASE PLATE DETAIL

H

8 1/2"

1 1/4"

1 3/8"

3/8

3/8

1/8

1/8

3/16

1/2"

G H

PLATE WASHER DETAIL

MATCHLINEMATCHLINE

DR

AW

N

BY:

LIS

A

CY

FO

RD

SEE DETAILS ABOVE MATCHLINE ~ FIXED BASE SQUARE CONCRETE

FOUNDATION, SHEET 1

SEE DETAILS ABOVE MATCHLINE ~ FIXED BASE SQUARE CONCRETE

FOUNDATION, SHEET 1

TOP OF BASE PLATETOP OF BASE PLATE 8"F

MA

X.

MA

X.

8"

2" M

AX.

STEEL REINFORCING BAR

4"

(TY

P.)

4"

(TY

P.)

3 - 0"1 - 8"

4"

2 - 0"

3

E

1 - 8"

3 - 0"

2 - 0"

MIN.

4"

1

(TY

P.)

SQUARE

D

2 - 3"

ROUND

MIN.

2 - 0"

3

2

(TY

P.)

SLIP BASE

3 7/8"

3 7/8"

ELECTRICAL CONDUIT~ SEE CONTRACT PLANS

FOR DIAM.

1 3/8"

1 3/8"

ROUND CONCRETE FOUNDATION DETAIL

ELEVATION

SQUARE CONCRETE FOUNDATION DETAILELEVATION

2 1/2" CLR.

(TYP.)2 1/2" CLR.

(TYP.)

1 -

1" (TY

P.)

CONDUIT COUPLING ~ INSTALL FLUSH WITH TOP OF FOUNDATION (DO NOT GLUE PVC STUBOUT)

3/4" 2 - 6" ANCHOR BOLT (TYP.) ~ASTM F 1554 GR 55 (SEE NOTE 4)

3/16

F

1 - 3 1/2"

1 - 3 1/2"

SLIP PLATE ~ASTM A572 GR. 50

OR ASTM A588

6" DIAM.HOLE

5/8" R.(TYP.)

1" DIAM. HOLE (TYP.)

1 - 3" DIAM.BOLT CIRCLE

7/8" DIAM. HOLE (TYP.)

1 - 3" DIAM.BOLT CIRCLE

HOLE DIAM. =POLE BASE + 1/16"

35^

(TYP.)

BASE PLATE ~ASTM A36

6" DIAM. HOLE

KEEPER PLATEANCHOR PLATE ~ASTM A572 GR. 50OR ASTM A588

7" DIAM. HOLE

(28 GAGE SHEET METAL)PLACE BETWEEN POLE BASE PLATE AND

SLIP PLATE ON TOP OF MIDDLE WASHERS~ SEE STANDARD PLAN J-28.42

7/8" DIAM.HOLE W/ SMOOTH

CHAMFERED EDGES

# 4 (TYP.)

STRAP TEMPLATE

ELECTRICAL CONDUIT

STRAP TEMPLATE

ELECTRICAL CONDUIT

1/2" THICK 2" WIDE 2 3/4" LONG STEEL BAR

# 4

3/4" CHAMFER (TYP.)

GROUNDING NUT

# 4(TYP.)

# 4(TYP.)

HAND HOLE~ SEE NOTE 2GROUNDING NUT

3/4" CHAMFER (TYP.)

HAND HOLE ~ SEE NOTE 2

# 4(TYP.)

# 4(TYP.)

# 4(TYP.)

# 4

1 3/16" DIAM.(TYP.)

TACK WELD ~ ATALL OVERLAPPINGLOCATIONS (TYP.)

1/4" STEEL BAR (TYP.)~ 2" WIDE 1 - 3" LONG

6" DIAM. HOLLOW INCENTER OF GROUT PAD

STRAP TEMPLATE DETAIL

2" C

LR.

(TY

P.)

ELECTRICAL CONDUIT~ SEE CONTRACT PLANS FOR DIAM.

LEVELING NUT (TYP.)~ 3/4" HEAVY HEX NUTAND HARDENED WASHER


1 3/8" SLIP PLATE

28 GAUGE KEEPER PLATE

PLATE WASHER (TYP.)

HARDENED ROUNDWASHER (TYP.)

4" 6" HAND HOLE ~ SEE NOTE 2

3" DIAM. GROUTWELL (TYP.)

TOP OFCONCRETE

FOUNDATION

1 1/4" ANCHOR PLATE

1/2" BASE PLATE

3/4" CLAMPING BOLT (TYP.) ~ SEE NOTE 3


GROUNDING NUT

TAPERED STEEL SHAFT~ SEE NOTE 1

SECTION

ANCHOR PLATE

BASE PLATE

TAPERED STEELSHAFT WALL

7/16" R.(TYP.)

1 - 3" DIAM. BOLT CIRCLE

SLIP PLATE

SECTION

60^

(TY

P.

)

120^ (T

YP.)

120^

(TY

P.)




STRAP TEMPLATE ASSEMBLY(TYP.) ~

1/4" STEEL BARS,3 REQD. ~ 2 PLACES



STRAP TEMPLATE ASSEMBLY(TYP.) ~

1/4" STEEL BARS,3 REQD. ~ 2 PLACES



ELECTRICAL CONDUIT~ SEE CONTRACT PLANS FOR DIAM.

2" C

LR.

(TY

P.)

TYPE PS, TYPE 1, RM& FB SIGNAL STANDARDFOUNDATION DETAILS


3/8" I.D. DRAIN TUBEIN GROUT PAD

FOR DIMENSIONS NOT SHOWN,SEE SLIP AND ANCHOR PLATES DETAIL

FOR DIMENSIONS NOT SHOWN,SEE BASE PLATE DETAIL

STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER

36103

BRIAN

J. WALSH


NO

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PL

AN IS

NO

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ON

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ALTERNATE #1 - DRILLED SHAFT-TYPE CONSTRUCTIONFOR LATERAL BEARING PRESSURE = 2500 PSF & = 34, 1500 PSF & = 28 , 1000 PSF & = 26

FOUNDATION DEPTH "D" TABLE

GROUND SLOPE = GREATER THAN 3H : 1V TO 2H : 1VGROUND SLOPE = 3H : 1V OR FLATTER

NOTES

1.

2.

3.

4.

5.

6.

7.

ALTERNATE #2 - CONSTRUCTION METHODMETAL (SUBSURFACE) FORM REQUIRED

2

3" CLR.

(TYP.)

1

FOUNDATION REINFORCEMENT DETAIL

ALTERNATE # 1

CONCRETE CAST DIRECTLY AGAINST UNDISTURBED EARTH, DRILLED SHAFT

GROUT

3"

CL

R.

3 - 0" SQUAREOR ROUND

OR 4 - 0" ROUND

SIGNAL POLE

ALTERNATE # 2

FOUNDATION REINFORCEMENT AND BACKFILL DETAIL2

2

CONCRETE CAST WITHIN A CORRUGATED METAL PIPE STAY-IN-PLACE FORM

3"

CL

R.

2

1

2ASSEMBLY NOTE

1 - 6"

MIN.

2 1/2" M

AX.

1

DR

AW

N

BY: LIS

A

CY

FO

RD

ALLOWABLE LATERALBEARING PRESSURE

FOUNDATIONTYPE

3 - 0" ROUND

3 - 0" SQUARE4 - 0" ROUND

700

10 - 0"

8 - 0"

8 - 0"

900

10 - 0"

8 - 0"

8 - 0"

1350

11 - 0"

9 - 0"

9 - 0"

1500 1900

15 - 0"

10 - 0"

10 - 0"

2300

18 - 0"

11 - 0"

11 - 0"

2600

20 - 0"

12 - 0"

12 - 0"

XYZ (FT)3000

11 - 0"

9 - 0"

9 - 0"

20 - 0"

12 - 0"

12 - 0"

3 - 0" ROUND


8 - 0"

7 - 0"

7 - 0"

13 - 0"

8 - 0"

8 - 0"

18 - 0"

10 - 0"

10 - 0"

11 - 0"

8 - 0"

8 - 0"

3 - 0" ROUND


6 - 0"

6 - 0"

6 - 0"

1000 PSF

1500 PSF

8 - 0"

7 - 0"

7 - 0"

9 - 0"

7 - 0"

7 - 0"

15 - 0"

9 - 0"

9 - 0"

18 - 0"

10 - 0"

10 - 0"

6 - 0"

6 - 0"

6 - 0"

7 - 0"

6 - 0"

6 - 0"

8 - 0"

6 - 0"

6 - 0"

9 - 0"

7 - 0"

7 - 0"

11 - 0"

7 - 0"

7 - 0"

15 - 0"

8 - 0"

8 - 0"

15 - 0"

8 - 0"

8 - 0"


FOUNDATIONTYPE

3 - 0" ROUND


900 1500 1900 2300

XYZ (FT)

3 - 0" ROUND


11 - 0"

10 - 0"

10 - 0"

16 - 0"

11 - 0"

11 - 0"

21 - 0"

13 - 0"

13 - 0"

14 - 0"

11 - 0"

11 - 0"

3 - 0" ROUND


9 - 0"

9 - 0"

9 - 0"

1000 PSF

1500 PSF

12 - 0"

10 - 0"

10 - 0"

18 - 0"

12 - 0"

12 - 0"

10 - 0"

9 - 0"

9 - 0"

12 - 0"

9 - 0"

9 - 0"

12 - 0"

10 - 0"

10 - 0"

14 - 0"

10 - 0"

10 - 0"

18 - 0"

11 - 0"

11 - 0"

SPECIAL FOUNDATION DESIGN



11 - 0"

10 - 0"

10 - 0"

9 - 0"

9 - 0"

9 - 0"

21 - 0"

13 - 0"

13 - 0"

18 - 0"

11 - 0"

11 - 0"


FOUNDATIONTYPE

3 - 0" ROUND

4 - 0" ROUND

10 - 0"

8 - 0"

900

10 - 0"

8 - 0"

11 - 0"

9 - 0"

1500 1900

20 - 0"

13 - 0"

2300

25 - 0"

14 - 0"

28 - 0"

15 - 0"

XYZ (FT)

15 - 0"

12 - 0"

3 - 0" ROUND

4 - 0" ROUND

8 - 0"

7 - 0"

18 - 0"

10 - 0"

25 - 0"

15 - 0"

15 - 0"

8 - 0"

3 - 0" ROUND

4 - 0" ROUND

6 - 0"

6 - 0"

1000 PSF

1500 PSF8 - 0"

7 - 0"

11 - 0"

7 - 0"

21 - 0"

13 - 0"

6 - 0"

6 - 0"

7 - 0"

6 - 0"

11 - 0"

6 - 0"

13 - 0"

7 - 0"

18 - 0"

9 - 0"

20 - 0"

9 - 0"


FOUNDATIONTYPE

3 - 0" ROUND

4 - 0" ROUND

900 1500 1900 2300

XYZ (FT)

3 - 0" ROUND

4 - 0" ROUND

11 - 0"

10 - 0"

21 - 0"

13 - 0"

28 - 0"

18 - 0"

18 - 0"

11 - 0"

3 - 0" ROUND

4 - 0" ROUND

9 - 0"

9 - 0"

14 - 0"

10 - 0"

24 - 0"

16 - 0"

10 - 0"

9 - 0"

14 - 0"

9 - 0"

16 - 0"

10 - 0"

21 - 0"

12 - 0"

23 - 0"

12 - 0"



11 - 0"

10 - 0"

9 - 0"

9 - 0"

28 - 0"

18 - 0"

23 - 0"

12 - 0"

FOR LATERAL BEARING PRESSURE = 2500 PSF & = 23 , 1500 PSF & = 18 , 1000 PSF & = 17

28 - 0"

15 - 0"

25 - 0"

15 - 0"

20 - 0"

9 - 0"

ALTERNATE #2 - CORRUGATED METAL PIPE TYPE CONSTRUCTION

1000 PSF

1500 PSF

GROUND SLOPE = GREATER THAN 3H : 1V TO 2H : 1VGROUND SLOPE = 3H : 1V OR FLATTER

700 1350 2600 3000

700 1350 2600 3000

700 1350 2600 3000

2500 PSFOR GREATER

2500 PSFOR GREATER

2500 PSFOR GREATER

2500 PSFOR GREATER

1 - 6"

MIN.

2 1/2" M

AX.

SE

E T

AB

LE F

OR F

OU

ND

ATIO

N D

EP

TH "D"

CO

NC

RE

TE

CA

ST

DIR

EC

TL

Y

AG

AIN

ST

UN

DIS

TU

RB

ED

EA

RT

H,

DRIL

LE

D

SH

AF

T (C

LA

SS 4000P)

SE

E T

AB

LE F

OR F

OU

ND

ATIO

N D

EP

TH "D"

CO

NC

RE

TE C

AS

T WIT

HIN A C

OR

RU

GA

TE

DM

ET

AL PIP

E S

TA

Y-IN-P

LA

CE

FO

RM (C

LA

SS 4000P)

1 1/2" C

LR.

1 1/2"

CL

R.

1 - 6"

MA

X.

SIGNAL STANDARDFOUNDATION PLAN

STANDARD PLAN J-26.10-01SHEET 1 OF 1 SHEET

1 - 6"

MA

X.

3" CLR.

(TYP.)

3 - 0" OR 4 - 0"

ROUND

1 - 0"

MIN.(TYP.)

TOP OF FOUNDATION LEVEL W/ SIDEWALK OR ABOVE SOIL SURFACE ~ SEE PLACEMENT DETAILS

EARTH EMBANKMENTAS REQUIRED ~ SEE PLACEMENT DETAILS

CLAMP CONDUCTOR TO STEELREINFORCING WITH LISTEDCONNECTOR SUITABLE FORUSE EMBEDDED IN CONCRETE

8 - #8 BARSEVENLY SPACED

1 MAX.GROUND SLOPE

EXISTING GRADE

UNDISTURBEDEARTH

EXISTING GRADE

1 MAX.GROUND SLOPE

ANCHOR BOLTS &ANCHOR PLATESUPPLIED BY SIGNALPOLE MANUFACTURER

8 - #8 BARSEVENLY SPACED

SHORING OR EXTRAEXCAVATION (TYP.)

CORRUGATED METAL PIPE

UNDISTURBED EARTH(TYP.)

TOP OF FOUNDATION LEVEL W/ SIDEWALK OR ABOVE SOIL SURFACE ~ SEE PLACEMENT DETAILS

CLAMP CONDUCTOR TOSTEEL REINFORCING WITH

LISTED CONNECTORSUITABLE FOR USE

EMBEDDED IN CONCRETE

ANCHOR BOLTS &ANCHOR PLATE

SUPPLIED BYSIGNAL POLE

MANUFACTURER

#4 HOOPS @1 - 0" CENTERS

GROUT

OVER-EXCAVATED AREA SHALL BE BACKFILLEDWITH CONTROLLED-DENSITY FILL (CDF) OR WITHSOIL IN ACCORDANCE WITH STD. SPEC. 8-20.3(2)

A TEMPORARY TEMPLATE SHALL BE USED TO HOLD THE TOPOF THE ANCHOR BOLT ASSEMBLY SECURELY IN THE PROPERPOSITION DURING THE FOUNDATION INSTALLATION

PAPER OR CARDBOARDFORM SHALL NOT BE USEDBENEATH THE GROUNDSURFACE

CONDUIT COUPLING ~ INSTALL FLUSHWITH TOP OF FOUNDATION (DO NOTGLUE PVC STUBOUT)

7"

MA

X.

CONDUIT COUPLING ~ INSTALL FLUSHWITH TOP OF FOUNDATION (DO NOTGLUE PVC STUBOUT)

LIMITS OF EXCAVATION(TYP.)

#4 HOOPS @ 1 - 0" CENTERS

EARTH EMBANKMENTAS REQUIRED ~ SEE PLACEMENT DETAILS

7"

MA

X.

SIGNAL POLE

GROUNDING CONDUCTOR NON-INSULATED #4 AWG STRANDED COPPER ~ PROVIDE 3 MIN. SLACK (ROUTE CONDUCTOR TOGROUNDING STUD)

GROUNDING CONDUCTOR NON-INSULATED #4 AWG STRANDED COPPER ~ PROVIDE 3 MIN. SLACK (ROUTE CONDUCTOR TOGROUNDING STUD)

CONDUIT SIZE AND QUANTITYAS SHOWN IN THE CONTRACT;CAP BOTH ENDS

This structure has been designed according to the Fifth Edition 2009 AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals. Basic wind velocity is 90 mph, Design Life/Recurrence Interval 50 years, and Fatigue Category III.

Foundations are designed for Type II, III, and SD SignalStandards with a maximum mast arm length of 65.

Foundations are designed for Single Mast Arm Standardsand Double Mast Arm Standards with 90 between arms.Special foundation design is required for Double ArmStandards where the angle between mast arms is otherthan 90. For Double Mast Arm Standards with 90 between arms, use larger XYZ value for foundation depth selection.

Foundations not within the parameters of this standardrequire Special Design. Contact the WSDOT Bridge andStructures Office through the Engineer for SpecialFoundation Designs.

Foundations constructed within Ecology Embankmentsshall be increased in depth by the depth of the EcologyEmbankment.

The top 2 feet of the foundation shall use a smoothform (such as paper or cardboard). After the concretehas cured, this entire form shall be removed.

For design parameters between the values listed in Table,depth requirements may be interpolated between the values provided.

When the existing soil will not retain a vertical face, over-excavate thefoundation area and install a 36" or 48" diameter corrugated metal(pipe) form. The top of the corrugated metal form shall terminate1 foot below final grade. Continue forming to full height using paperor cardboard form to achieve a smooth finish on final exposed cementconcrete. Support the form as necessary to remain plumb.

Place the concrete foundation.

After concrete has cured, removethe entire paper or cardboard formportion.

Backfill with controlled-density fillor compacted borrow in accordancewith Standard Specification 8-20.3(2).

STATE

OFWASHINGTON

PROFESSIONAL ENGI

NE

ER

25470

RICH

ARD P. ZELDENRUST

STRUCTURAL ENGINEER


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CONTINUEDON SHEET 2

CONTINUEDON SHEET 2

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7 COMBINED GALVANIZED STEEL RIGID METAL CONDUIT (RMC)AND RIGID PVC CONDUIT (PVC) APPLICATION

RIGID PVC CONDUIT (PVC) APPLICATION

GALVANIZED STEEL RIGID METAL CONDUIT (RMC) APPLICATION

41

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PVCAPPLICATION

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NOTES




TYPICALGROUNDING DETAILS


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If parallel circuits of different sizes are contained in one conduit, the size of the grounding conductor shall be determined on the basis of the largest conductor. Only one grounding conductor is required for each conduit, regardless of thenumber of circuits contained.

Service ground per serving utility require-ment. If the utility uses aluminum service conductors, an approved Al-Cu pressure- type ground connector shall be used to secure the service neutral to the copper neutral bar in the service enclosure. Except for the above, all grounding conductors shall be copper.

Equipment grounding conductors and grounding electrode conductors shall be sized in accordance with the National Electric Code (No. 8 minimum).

ELECTRICAL LOAD SUPPORT (LUMINAIRE POLE AND TRAFFIC SIGNAL POLE)

COPPER SOLDERLESS CRIMP CONNECTOR

GALVANIZED STEEL RIGID METAL CONDUIT (RMC)

RIGID PVC CONDUIT (PVC)

OPTION A - 10 RMC WITH FIELD BEND - APPROVED ADAPTER FITTING - GROUNDING BUSHING

OPTION B - 10 RMC - GS FACTORY ELBOWS - APPROVED ADAPTER FITTING - GS COUPLING - GROUNDING BUSHING

GROUND ROD

EDGE OF FOUNDATION, POLE OR SERVICE SUPPORT

CLAMP

JUNCTION BOX OR 8" DRAIN TILE WITH APPROVED COVER

CODE SIZE RMC

TO SERVICE NEUTRAL BUS

TO GROUNDING TERMINAL OR CONNECTION TOEQUIPMENT GROUNDING SYSTEM

BONDING JUMPER ATTACHED TO BOX WALL COUPLING NUT

BONDING JUMPER ATTACHED TO BOX LID(S) GROUND STUD. # 8 AWG (MIN.) 4 TINNEDBRAIDED COPPER.

END BELL BUSHING (TYP. ALL NON-METALLIC CONDUIT TERMINATIONS)

CODE SIZED PVC

HIGH-DENSITY POLYETHYLENE CONDUIT (HDPE)

NON-METALLIC CONDUIT (PVC) SCHEDULE 80

BOX LID(S) GROUND STUD

CABLE VAULT

PULL BOX

ITS CABINET

EDGE OF FOUNDATION 45

SERVICE NEUTRAL

SERVICE GROUND

GROUNDING ELECTRODE CONDUCTOR

BONDING JUMPER

GROUNDING BUSHING (TYP. ALL RMC CONDUIT TERMINATIONS)

GROUNDED NEUTRAL BUS (COPPER)

SERVICE ENCLOSURE

EQUIPMENT GROUNDING CONDUCTOR

JUNCTION BOX

45

6

6

45

6

45

TRAFFIC SIGNAL CABINET

CABINET GROUNDING BUSS (COPPER)

RIGID PVC OUTERDUCT WITH PVC OR PE INNERDUCT

GALVANIZED STEEL RIGID METAL CONDUIT OUTERDUCT WITH PVC OR PE INNERDUCT

LOCATE WIRE. COIL 10 INSIDE CABINET, CABLE VAULT, OR PULL BOX

DETECTABLE UNDERGROUND WARNING TAPE. COIL 2 INSIDE CABINET, CABLE VAULT, OR PULL BOX

TRANSFORMER CABINET

GROUNDING CONDUCTOR NON-INSULATED (FROM REINFORCING CAGE)

BOX FRAME BONDING ATTACHMENT POINT

GROUND LUG WELDED TO CABINET WALL (W/ TINNED COPPER BUSS)

CABINET MAIN BONDING JUMPER

ITS CAMERA, RAMP METER, TRAFFIC DATA STATION, HIGHWAY ADVISORY RADIO

UNGROUNDED CABINET NEUTRAL BUSS (COPPER)

STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER

29115

JOHN

C. NISBET


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CONTINUEDFROM SHEET 1



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ITS - GALVANIZED STEELRIGID METAL CONDUIT

(RMC) APPLICATION

41

44

SECTION

SECTION

SECTION

SECTION A

TYPICALGROUNDING DETAILS


RIGID PVC CONDUIT(PVC) APPLICATION

GALVANIZED STEEL RIGIDMETAL CONDUIT

(RMC) APPLICATION

44

40 8

COMBINED GALVANIZEDSTEEL RIGID METALCONDUIT (RMC) ANDRIGID PVC CONDUIT(PVC) APPLICATION

1128

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ITS - COMBINEDGALVANIZED STEEL

RIGID METAL CONDUIT(RMC) AND RIGID PVC

CONDUIT (PVC)APPLICATION

ITS - COMBINED GALVANIZED STEELRIGID METAL CONDUIT (RMC)AND

RIGID PVC CONDUIT (PVC) APPLICATION.FIBER OPTIC CABLE ONLY,

NO METALLIC CONDUCTORS

14

FRONT

8

34

13

11 4

31FRONT

8

11 394

53

43

13

1519

215

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13

ITS - COMBINED GALVANIZED STEELRIGID METAL CONDUIT (RMC) AND RIGID

PVC CONDUIT (PVC) APPLICATION

89

40

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13 11

FRONT

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3

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11 4

31FRONT

8

11 394

3

43

42

51519

215

12 12 1212 12

40

ITS - RIGID PVC CONDUIT (PVC)APPLICATION FIBER OPTIC CABLE

ONLY - NO METALLIC CONDUCTORSITS - RIGID PVC CONDUIT (PVC) APPLICATION

ITS - GALVANIZED STEEL RIGID METAL CONDUIT (RMC) APPLICATION

FIBER OPTIC CABLE ONLY - NOMETALLIC CONDUCTORS

ITS - GALVANIZED STEEL RIGIDMETAL CONDUIT (RMC) APPLICATION

4 4

ITS - RIGID PVCCONDUIT (PVC)

APPLICATION

4

2223 828

29

41

11

1123 28 2241

29

8

OR30 29 OR30 29

OR30 29 OR30 29

OR 2930OR30 29 1122284123

42929

8

8

8

8

40

8

10

8

282841

4141 2828

TOP OF PAVEMENTOR EXISTING GROUND


TOP OF PAVEMENTOR EXISTINGGROUND



84 4

8

8

4

8

4

48

4

13

OR 14

SHOWN

26 OR 27 POSSIBLE~ SEE CONTRACT PLANS

13 SHOWN

26 OR 27 POSSIBLE~ SEE CONTRACT PLANS

FROM DIFFERENTSERVICE



45 6

6

31

45

45

4531

4531

6 4545

12"

12"

36

12"

12"

12"

STATE

OFWASHINGTON

REGISTERED

PROFESSIONAL ENGI

NE

ER

29115

JOHN

C. NISBET


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PL

AN IS

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Documents

RCC Phase I Specs 2 of 2