TE 04- Standards Plans Drawings 17 April 2020.pdf

PDF 12 MB Posted May 12, 2020

Attached to: Joint Base Lewis McChord Paving IDIQ Federal contract opportunity
Solicitation number: W911S8-20-B-0001
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Joint Base Lewis-McChord

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Written by GovTribe AI · Dec 30, 2023

This solicitation is for an indefinite delivery/indefinite quantity (IDIQ) contract to provide construction, removal, replacement, and repair services associated with roadway and airfield projects at Joint Base Lewis-McChord. Work under this requirement includes removal, replacement and repair of existing subgrade, utilities, shoulders, curbs, gutters, sidewalks and other real property common to roadway and airfield pavements. It may also include minor new construction such as new roads, sidewalks, or parking lots. The contractor shall provide all materials, labor, equipment, tools, transportation, and ancillary items necessary to complete each task order from conception to completion. Task orders will be fixed price and issued against the IDIQ contract. A variety of construction trades may be involved in individual task orders. The solicitation number is W911S8-20-B-0001 and was issued by the Department of the Army Materiel Command Mission and Installation Contracting Command at Joint Base Lewis-McChord.

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Other files for this federal contract opportunity

Other files attached to Joint Base Lewis McChord Paving IDIQ, newest first.
File	Type	Posted
W911S8-20-B-0001-0002.pdf	PDF	Jun 30, 2020
Conformed W911S8-20-B-0001-0001.pdf	PDF	Jun 17, 2020
TE 17- Example Project No. 3.pdf	PDF	Jun 17, 2020
TE 05- General Decision Number WA20200001 05-01-2020.pdf	PDF	Jun 17, 2020
Answers to Industry Questions.pdf	PDF	Jun 17, 2020
TE 16- Example Project No. 2.pdf	PDF	Jun 17, 2020
W911S8-20-B-0001- 0001.pdf	PDF	Jun 17, 2020
TE 15- Example Project No. 1.pdf	PDF	Jun 17, 2020
TE 02- ELIN Descriptions_21 Apr 2020.pdf	PDF	May 12, 2020
TE 10- Division 10 - Specialties.pdf	PDF	May 12, 2020
TE 07- Division 01 - General Requirements.pdf	PDF	May 12, 2020
TE 01- Bid Schedule_4-22-2020.xlsx	XLSX spreadsheet	May 12, 2020
TE 08- Division 02 - Existing Conditions.pdf	PDF	May 12, 2020
TE 03- Statement of Work _SOW.pdf	PDF	May 12, 2020
W911S8-20-B-0001.pdf	PDF	May 12, 2020
TE 06- Specifications Table of Contents.pdf	PDF	May 12, 2020
TE 13- Division 33 - Utilities.pdf	PDF	May 12, 2020
TE 14- SUBMITTAL REGISTER.pdf	PDF	May 12, 2020
TE 05- General Decision Number_WA202000001_13 Mar 2020.pdf	PDF	May 12, 2020
TE 09- Division 03 - Concrete.pdf	PDF	May 12, 2020
TE 11- Division 26 - Electrical.pdf	PDF	May 12, 2020
TE 12- Division 32 - Exterior Improvements.pdf	PDF	May 12, 2020

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Standards, Plans, and Drawings

Drainage Structures

Catch Basin Type 1 Catch Basin Type 2 Connection Details for Dissimilar Culvert Pipe Pipe Zone Bedding & Backfill

Electrical

Foundation Light Pole (Pages 1 &2) Induction Loop Details Induction Loop Type 1 Induction Loop Type 2 Induction Loop Type 3 Junction Box Type 1

Erosion Control

Erosion Control Erosion Blanket on Slopes Misc Erosion Details Silt Fence Storm Drain Inlet Protection

Pavement Markings

Bicycle Symbol Crosswalk Layout Parking Space Layout RR Crossing Traffic Arrows (Pages 1 & 2) Traffic Numbers

Sidewalks, Curbs & Gutters Cement Concrete Curbs Combination Ramps Concrete Sidewalk Curb & Gutter Pan Detectable Warning Surface Extruded Curb Parallel Curb Ramps Perp Ramps- Precast C Curb

Technical Exhibit 4 Solicitation W911S8-20-B-0001 4/17/2020

Roundabout Traffic Curbs Single Direction Ramps

Traffic

Beam Guardrail Anchor Type 1 Beam Guardrail Flared Terminal Beam Guardrail Type 1 Bollard Type 1 Centerline Rumble Strip Shoulder Rumble Strip

Miscellaneous

FE6 Fence Detail Street Trees Tree & Shrub Planting Detail

APPROVED FOR PUBLICATION

DATESTATE DESIGN ENGINEER

Washington State Department of Transportation

CATCH BASIN TYPE 1

STANDARD PLAN B-5.20-01

SHEET 1 OF 1 SHEET

PIPE ALLOWANCES

ALTERNATIVE PRECAST BASE SECTION

D R

A W

B Y L

F O

R D

ALL METAL PIPE

CORRUGATED POLYETHYLENE

STORM SEWER PIPE

12"

15"

12"

15"

NOTE

) 22"

(SEE NOTE 6)

30" 20"

(SEE NOTE 1)

#3 BAR EACH CORNER

18" MIN.

#3 BAR HOOP

#3 BAR EACH CORNER

#3 BAR HOOP EACH SIDE

#3 BAR EACH WAY

ONE #3 BAR FOR 6" HEIGHT

INCREMENT (SPACED EQUALLY)

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

As acceptable alternatives to the rebar shown in the PRECAST BASE

SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE

PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts.

The knockout diameter shall not be greater than 20". Knockouts shall have 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 accordance with Standard Specification 9-04.3.

The maximum depth from the finished grade to the lowest pipe invert shall be 5’.

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

The Precast Base Section may have a rounded floor, and the walls may be 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.

NOTES

PIPE MATERIAL

MAXIMUM

INSIDE

DIAMETER

REINFORCED OR

PLAIN 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

EOFWASHINGTON

REGISTERED

P R O

FESSIONAL ENGI

N E E R

44535

Y M. KRAMER

Pasco Bakotich III 06-16-11

N O

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: 0.· ..

:. ~·t----_____ S_E_E_T_AB_L_E ____ -----1• ; •• · ..

't> ...

SEPARATE BASE

PRECAST

't> •· ..

STEPSORc·

LADDER

INTEGRAL BASE

PRECAST WITH RISER

{48"- 72" ONLY)

CATCH BASIN FRAME AND VANED GRATE

OR MANHOLE RING AND COVER

RECTANGULAR ADJUSTMENT SECTION

OR CIRCULAR ADJUSTMENT SECTION

FLAT SLAB TOP

MORTAR {TYP.)

REINFORCING STEEL {TYP.)

CATCH

BASIN

DIAMETER

48"

54"

60"

72"

84"

96"

120"

144"

CATCH

BASIN

DIAMETER

48"

54"

60"

72"

84"

96"

120"

144"

NOTES

1. No steps are required when height is 4' or less.

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

3. The rectangular frame and grate may be installed with the flange up or down.

The frame may be cast into the adjustment section.

4. Knockouts shall have 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 accordance with Standard Specification 9-04.3.

CATCH BASIN DIMENSIONS

MIN. MIN. MAXIMUM MINIMUM

WALL BASE KNOCKOUT DISTANCE

THICKNESS THICKNESS SIZE BETWEEN

KNOCKOUTS

4" 6" 36" 8"

4.5" 8" 42" 8"

5" 8" 48" 8"

6" 8" 60" 12"

8" 12" 72" 12"

8" 12" 84" 12"

10" 12" 96" 12"

12" 12" 108" 12"

PIPE ALLOWANCES

PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER

CONCRETE ALL CPSSP SOLID PROFILE

METAL WALL WALL

CD Pvc® Pvc®

24" 30" 24" 30" 30"

30" 36" 30" 36" 36"

36" 42" 36" 42" 42"

42" 54" 42" 48" 48"

54" 60" 54" 48" 48"

60" 72" 60" 48" 48" CATCH BASIN TYPE 2

66" 84" 60" 48" 48"

STANDARD PLAN B-10.20-01

78" 96" 60" 48" 48"

SHEET 1 OF 1 SHEET

CD Corrugated Polyethylene Storm Sewer Pipe (Standard Specification 9-05.20) ® (Standard Specification 9-05.12(1 ))

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 02-07-12 ® (Standard Specification 9-05.12(2)) STATE DESIGN ENGINEER DATE

... Washington State Department of Transportation

Washington State Department of Transportation

SHEET 1 OF 1 SHEET

CONCRETE COLLAR OPTION

COUPLING BAND OPTION

NOTES

CONNECTION DETAILS FOR

DISSIMILAR CULVERT PIPE

STEEL WELDED WIRE FABRIC ~ SEE NOTE 2

CAST-IN-PLACE CONCRETE COLLAR

CORRUGATED METAL PIPE

CONCRETE PIPE ~ SEE NOTE 3

24"

TYPE "K" COUPLING BAND ~ SEE NOTE 5 24" WIDE, 1" THICK RUBBER GASKET

IN ACCORDANCE WITH STD. SPEC. 9-04.4(3)

RUBBER GASKETS ~ SEE NOTE 4

The Concrete Collar width shall be one half of the outside pipe diameter of the largest pipe.

The minimum Concrete Collar width shall be 12". Concrete Collars may be used with all pipe materials and diameters. The Concrete Collar option shall only be used to extend existing pipes.

Steel Welded Wire Fabric shall be in accordance with Standard Specification 9-07.7. Install two wraps for size 6 × 6 W1.4 × W1.4 (10 Gage) Steel Welded Wire Fabric or one wrap for any of the following sizes:

6 × 6 W2.1 × W2.1 (8 Gage)

6 × 6 W2.9 × W2.9 (6 Gage)

4 × 4 W2.9 × W2.9 (6 Gage)

4 × 4 W4.0 × W4.0 (4 Gage)

When a Coupling Band connection requires attachment to the bell end of a concrete pipe, the bell end of the pipe shall be removed before the connection is installed.

Increase the outside diameter of the metal pipe to match the outside diameter of the concrete pipe by installing 12" wide rubber gaskets, thickness as required (Coupling Band only). The rubber gaskets shall be in accordance with Standard Specification 9-04.4(3).

Use a flat Type K Coupling Band. Type K Coupling Bands with dimples are not allowed for the installation detail shown. The Coupling Band option shall only be used for extending ex-isting pipes that have an inside diameter of 36" or less.

SEE NOTE 1

COLLAR WIDTH

STANDARD PLAN B-60.20-00

EOFWASHINGTON

REGISTERED

P R O

FESSIONAL ENGI

N E E R

EXPIRES JULY 1, 2007

15588

EW J. WITECKI

N O

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Harold J. Peterfeso 06-08-06

Technical Exhibit E Solicitation W911S8-17-R-0001 8/25/2016

Washington State Department of Transportation

SHEET 1 OF 1 SHEET

E Z

O N

CONCRETE AND DUCTILE IRON PIPE

TRENCH WIDTH

(SEE NOTE 3)

15% O.D.

85% O.D.

(SEE NOTE 4)

THERMOPLASTIC PIPE

O .D

METAL PIPE

E Z

O N

PIPE ZONE BACKFILL

(SEE NOTE 1)

PIPE ARCHES

E Z

O N

CLEARANCE BETWEEN PIPES

FOR MULTIPLE INSTALLATIONS

MINIMUM

DISTANCE

BETWEEN

BARRELS

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"

GRAVEL BACKFILL FOR

PIPE ZONE BEDDING

(SEE NOTE 2)

GRAVEL BACKFILL FOR

PIPE ZONE BEDDING

(SEE NOTE 2)

GRAVEL BACKFILL FOR

PIPE ZONE BEDDING

(SEE NOTE 2)

PIPE ZONE BACKFILL

(SEE NOTE 1)

TRENCH WIDTH

(SEE NOTE 3)

GRAVEL BACKFILL FOR

PIPE ZONE BEDDING

(SEE NOTE 2)

PIPE ZONE BACKFILL

(SEE NOTE 1)

E Z

O N

FOUNDATION LEVEL

TRENCH WIDTH

(SEE NOTE 3)

TRENCH WIDTH

(SEE NOTE 3)

O .D

15% RISE

NOTES

PIPE ZONE BEDDING

AND 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

STANDARD PLAN B-55.20-00

CIRCULAR PIPE

(DIAMETER)

PIPE ARCH

(SPAN)

METAL ONLY

EOFWASHINGTON

REGISTERED

P R O

FESSIONAL ENGI

N E E R

EXPIRES JULY 1, 2007

15588

EW J. WITECKI

N O

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Harold J. Peterfeso 06-01-06

TAPER DIVIDER ENDS NOTES

TO MATCH INSIDE ~ -- ~--mlllllllll--- ------lllllllllll-~ --

TAPER OF BOX """- BOX INTERIOR LENGTH- 1/16"

JUNCTION BOX DIMENSION TABLE 1. All box dimensions are approximate. Exact configurations vary among manufacturers.

(TYP.)>-1-,---,-/4-,-------,~ 5/16" X 1" S. S. b ..... ~ BOX TYPE a::

2. Minimum lid thickness shown. The diamond pattern shall be a minimum of 28% of the overall thickness. Junction Boxes installed in sidewalks, walkways, and shared-use paths shall have 5/16" X 1 1/2" S. S.

SET SCREW (TYPL~---{;;; __

COUPLING NUT \

(TYP.)

--~--mlllllllll---

10 GAGE

L..----------------..J GALVANIZED

LID SUPPORT (TYP.)

-SEE NOTE3

GROUND STUD

-SEE NOTE4

COUPLING NUT

FOR ALTERNATIVE 2

-SEE SHEET2

LID LIFTING NOTCH

- 1/4" X 3/4"

HEADED ANCHOR SHEAR

STUD- 3/8" x 3" 10 COUNT

STUDS EVENLY SPACED

AROUND FRAME (PLACE

TO SIDE OF LID BOLT

DOWN SUPPORT ANGLE

WHEN USING LOCKING

DETAIL ALTERNATIVE 2),

-SEE NOTE 11

1 3/8" DIAM. HOLE WITH

1/2- 13 x 1 1/2 STAINLESS

STEEL PENTA HEAD BOLT

BOLT PLATE- SEE DETAIL

TOP OF SOIL

SURFACE OR

FINISHED

GRADE

$:W ..J~

WCJ

mo ::!:w ::::l::c :!:(f) zz ~u:::

= w "<t::c "~I-

3/4

DIVIDER PLATE

ELEVATION VIEW

(FOR TYPE 2 JUNCTION BOX ONLY)

A c

LOCKING LID STANDARD

DUTY JUNCTION BOX

(CONDUITS NOT SHOWN)

GROUNDING STUD

- SEE NOTE 4

3/8" STEEL

COVER PLATE

~ GRS CONDUIT

SECTION 0

STEEL

.I .I

3/16" (TYP.)

(TYP.)

b c( ITEM :E

A OUTSIDE LENGTH OF JUNCTION BOX

8 OUTSIDE WIDTH OF JUNCTION BOX

SIDE VIEW c INSIDE LENGTH OF JUNCTION BOX

D INSIDE WIDTH OF JUNCTION BOX

E LID LENGTH

F LID WIDTH

CAPACITY- CONDUIT DIAMETER

DIAMOND PATTERN

-SEE NOTE2

3/8" STEEL COVER

LIP PLATE (TYP.)

WELDED WIRE

REINFORCEMENT

(TYP.)

LID SUPPORT (TYP.)

HEADED ANCHOR

SHEAR STUD (TYP.)

-SEE NOTE 11

WELDED WIRE HOOP (TYP.)

-SEE NOTE 10

TYPE1

22"

17"

18"- 19"

13"- 14"

17 5/8"

12 5/8"

SECTION 0

PERSPECTIVE VIEW

WWR WIRE TIED TO

HEADED ANCHOR

SHEAR STUD (TYP.)

:CCI)

I-<( s:m 0~ iils: mo ::!:<C

:::JO

:!:a::

-u.

~0 :!:a.

= 0 ~I-

COVER MARKING DETAIL

:::: 1" (TYP.) •

r- :::: 1" (TYP.)

ITS_[

1t2" (TYP.>.I ~ f

TYPE2

33"

22 1/2"

28" -29"

17"- 18"

28 5/8"

18 1/8"

12" 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" inch line thickness formed with a stainless steel weld bead and shall be placed prior to hot-dip galvanizing.

3. Lid support members shall be 3/16" minimum thick steel C, L, or T shape, welded to the frame.

4. A 1/4-20 NC x 3/4" stainless steel ground stud shall be welded to the bottom of the lid; include

(2) stainless steel nuts and (2) stainless steel flat washers.

5. Bolts and nuts shall be liberally coated with anti-seize compound.

6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' of tinned braided copper.

7. The System Identification letters shall be 1/8" line thickness formed by engraving, stamping, or with a S. S. weld bead. See Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, see Standard Specification 9-29.2(4).

8. When required in the Contract, provide a 10" x 27 1/2", 10 gage divider plate, complete, with fasteners, in each Type 2 Junction Box where specified.

9. When required in Contract, provide a 12" deep extension for each Type 2 Junction Box where specified.

10. See the Standard Specifications for alternative reinforcement and class of concrete.

11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the vertical Welded Reinforcement Wire when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Reinforcement Wire.

12. 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.

13. 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.

14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" min. to 8" 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" min. to 10" max. See Standard Specification 8-20.3(6).

1.1 1/2 MIN.

SECTION 0

(CONDUITS NOT SHOWN)

GROUND STUD - SEE NOTE 4

COUPLING NUT FOR ALTERNATIVE 2

-SEE DETAIL "E" ALTERNATIVE 2

LID SUPPORT (TYP.)

- L SHAPE SHOWN

(SEE NOTE 3)

3/8" x 3" HEADED ANCHOR

SHEAR STUD (TYP.)

WELDED WIRE

REINFORCEMENT (TYP.)

0/'I'NR) 4x4-W2.9xW2.9

(6 GAGE)- SEE NOTE 10

WELDED WIRE HOOP

(TYP.) W2.9 (6 GAGE)

-SEE NOTE 10

LOCKING LID STANDARD

DUTY JUNCTION BOX

TYPES 1 & 2

STANDARD PLAN J-40.10-03

SHEET 1 OF 2 SHEETS

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 5120113

STATE DESIGN ENGINEER DATE

... Washington State Department of Transportation

12- 13 x 1 1/2 S. S. PENTA HEAD

BOLT AND 12" S. S. FLAT WASHER

1 3/8" DIAM. HOLE

BOLT PLATE CHANNEL

-SEE DETAIL

LID LIFTING NOTCH - 1/4" x 3/4"

3/8" STEEL COVER PLATE

SHOWN CUT AWAY FOR CLARITY

1 1/2

LID SUPPORT

- L SHAPE SHOWN

(SEE NOTE 3)

3/8" STEEL COVER

LIP PLATE

HEX COUPLING NUT WWR- WELDED

LID BOLT DOWN

ATTACHMENT TAB

-SEE DETAIL

TO LIP PLATE

LID HOOK-

LID SUPPORT- L SHAPE SHOWN

(SEE NOTE 3)

3/8" STEEL COVER

LIP PLATE

1" X 1" X 3/16" ANGLE 3/16

LID SUPPORT -

L SHAPE SHOWN

(SEE NOTE 3)

WWR- TIED IN 2 PLACES

TO EACH HEADED

ANCHOR SHEAR STUD

SLOTTED STEEL CHANNEL

1 5/8" SLOTTED S. S. CHANNEL

WITH S. S. CHANNEL NUT

AND SPRING

DETAIL 0

ALTERNATIVE 1 SHOWN

PERSPECTIVE VIEW

WELDED WIRE

HOOP (TYP.)

W2.9 (6 GAGE)

-SEE NOTE 10 SECTION 0

WWR 4x4-W2.9xW2.9 (TYP.)

(6 GAGE) - SEE NOTE 10

3/8" x 3" HEADED ANCHOR

SHEAR STUD - WELDED TO

LIP PLATE

LID BOLT DOWN ATTACHMENT

TAB- SEE DETAIL

DETAIL 0 LID SUPPORT

L SHAPE SHOWN

(SEE NOTE 3)

3/8" STEEL COVER LIP PLATE

3/16

WWR- TIED IN 2

PLACES TO HEADED

ANCHOR SHEAR STUD

WWR 4x4-W2.9xW2.9

(TYP.) (6 GAGE)

-SEE NOTE 10

3/8" X 3" HEADED

ANCHOR SHEAR

STUD- WELDED

TO LIP PLATE

3/8" STEEL COVER LIP PLATE

3/16

WWR- TIED IN 2

PLACES TO HEADED

ANCHOR SHEAR STUD

WWR 4x4-W2.9xW2.9

(TYP.) (6 GAGE)

-SEE NOTE 10

3/8" X 3" HEADED

ANCHOR SHEAR

STUD - WELDED

TO LIP PLATE

1/2- 13 x 1 1/2 S. S. PENTA HEAD

BOLT AND 1/2" S. S. FLAT WASHER

HEX COUPLING NUT

S. S. 5/16 NC x 7/8" WITH

s. s. 5/16 NC X 3/4" BOLT

& S. S. 5/16" FLAT WASHER

LID BOLT DOWN SUPPORT

ANGLE- 1 1/2" X 3" X 1/4" ANGLE

DETAIL 0

ALTERNATIVE 2 SHOWN

1/2-13 x 1 1/2 S. S. PENTA HEAD

BOLT AND 1/2" S. S. FLAT WASHER

1 3/8" DIAM. HOLE

LID LIFTING NOTCH - 1/4" x 3/4"

BOLT PLATE CHANNEL

-SEE DETAIL

BOLT DOWN

ATTACHMENT TAB

-SEE DETAIL

DETAIL 0

ALTERNATIVE 2 SHOWN

PERSPECTIVE VIEW

3/8" STEEL COVER PLATE

SHOWN CUT AWAY FOR CLARITY

3/16 1 1/2

LID SUPPORT- L SHAPE

SHOWN (SEE NOTE 3)

EXPOSE LID BOLT DOWN

SUPPORT ANGLE TO ATTACH

ALTERNATIVE 2 LID BOLT DOWN

ANGLE ATTACHMENT TAB

LID BOLT DOWN SUPPORT

ANGLE- 2" X 2" X 1/4" ANGLE

ALTERNATIVE 1 SHOWN

1/2" S. S. HEX NUT

7/16" X 3/4" SLOT

1/2" S. S. HEX NUT

9/16" DIAM. 2"

HOLE

7/16" X 3/4"

SLOT

9/16" DIAM.

HOLE

ALTERNATIVE 2

1 1/2"

2" X 3" X 1/4"

ANGLE

LID BOLT DOWN ATTACHMENT TAB 1/2- 13 x 1 1/2 S. S. PENTA

HEAD BOLT AND 1/2" S. S.

FLAT WASHER

1 1/8" X 2"

VERTICAL SLOT

1/2- 13 x 1 1/2 S. S. PENTA HEAD BOLT

AND 1/2" S. S. FLAT WASHER

(SEE NOTE 12)

1/8" X 3/4" ANGLE

(TYP.)

1/4" STEEL PLATE

LID SUPPORT- L SHAPE SHOWN

(SEE NOTE 3)

DETAIL 0

ALTERNATIVE 3 SHOWN

1/4" S. S. PLATE

3/8" STEEL COVER 1/8" X 3/4" STEEL PLATE- SHOWN CUT

~ LANGLE

1/4" STEEL PLATE

AWAY FOR CLARITY

DETAIL 0

ALTERNATIVE 3 SHOWN

PERSPECTIVE VIEW

1 1/2

LID SUPPORT

L SHAPE SHOWN

(SEE NOTE 3)

--r- l::::=====::::l ~ - ----£0T--I I ·[ T T"'"

4" 3 3/4"

~1· ·1 ~1· ·1

1/4" STEEL PLATE

ft f===3/=4"=RA=DI=US==j I~.

1/8" x 3/4" STEEL ANGLE 1/2" S. S. _/ ~

- RIGHT ANGLE SHOWN, HEX NUT 1/8" x 3/4" STEEL ANGLE

MIRROR IMAGE FOR - MIRROR IMAGE FOR

LEFT ANGLE ALTERNATIVE 3 LEFT ANGLE

LID BOLT DOWN ATTACHMENT TAB

(SEE NOTE 12)

2 1/2"

~l_l ~ to::p~

5/8" X 1"

HORIZONTAL

SLOT

5/8" X 1"

HORIZONTAL SLOT

HEX COUPLING NUT

S. S. 5/16 NC X 7/8" WITH

s. s. 5/16 NC X 3/4" BOLT

& (3 EACH) S. S. 5/16"

FLAT WASHERS

ALTERNATIVE 1

LID BOLT DOWN ATTACHMENT TAB

(SEE NOTE 12)

BOLT PLATE CHANNEL

LOCKING LID STANDARD

DUTY JUNCTION BOX

TYPES 1 & 2

STANDARD PLAN J-40.10-03

SHEET 2 OF 2 SHEETS

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 5120113

STATE DESIGN ENGINEER DATE

... Washington State Department of Transportation

TAMPED NATIVE

SOIL FROM PILE

SHINGLE SPLICE

ANTICIPATED

WATER LINE

BLANKET MUST EXTEND 36"

ABOVE THE ANTICIPATED

WATER ELEVATION

6" (TYP.> .1 ~

CHANNEL INSTALLATION- SECTION 0

EROSION CONTROL

BLANKET

I I

STAPLE- 18" 0. C. MAX. ___/ : :

I I

LONGITUDINAL

ANCHOR DETAIL

EROSION CONTROL

BLANKET

TAMPED NATIVE

SOIL

NATIVE SOIL PILE

FROM TRENCH

J I I I

:: : :---....____ STAPLES (TYP.) - 4" APART,

I I I I STAGGERED, 6" 0. C.

EROSION CONTROL

BLANKET

Ill~ I I 1

: : : : STAPLES (TYP.) - 4" APART,

I STAGGERED, 6" 0. C.

STAPLE- 6" MAX.

CENTERED\

INITIAL ANCHOR- SECTION 0 ~ 1\6"MIN.

I I I

STAPLE- 36" MAX. ~:

CENTERED 11

CHECK SLOT - SECTION

LONGITUDINAL ANCHOR -

SEE DETAIL

CHANNEL TERMINATION -

DOUBLE ROW OF STAPLES

STAGGERED 6" APART

TAMPED NATIVE

SOIL

ISOMETRIC VIEW

EROSION

CONTROL

BLANKET

6" x 6" TRENCH (TYP.) - SEE

LONGITUDINAL ANCHOR DETAIL

6" MIN. EDGE OR

END OVERLAP

FLOW

:\_1

2 ROWS OF STAPLES

4" APART, STAGGERED

6"0. C.

SHINGLE SPLICE AT END OF ROLL

SECTION 0

NOTES

1. More than the minimum of one fastener per square yard may be required due to conditions such as blanket composition, soil type, surface uniformity, and flow velocity.

2. Install Check Slots per manufacturer's recommendations.

3. See Standard Specification 8-01.3(3) and 9-14.5(2)

4. Use manufacturer's requirements. When manufacturer's requirements are not provided, use installation requirements shown on Standard Plan.

5. Additional staples may be required for high flow exposure.

INSTALLATION STEPS:

1. Prepare smooth slope.

2. Amend soil and seed, as specified.

3. Dig anchor trench. Set aside native soil removed from trench.

4. Secure blanket in anchor trench, staking or stapling blanket as shown.

5. Replace native soil previously removed from trench.

6. Roll blanket parallel to the slope in a controlled manner, taking care to remove excess slack, and taking care not to stretch blanket.

7. Stake or staple blanket as shown so there are no gaps between the blanket and the soil. Staple while unrolling blanket to minimize walking on blanket.

STATE OF

WASHINGTON

REGISTERED

LANDSCAPE ARCHITECT

SANDRA L. SALISBURY

LICENSE NO. 860

DATE: 6/6/13

,-------' NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCU

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

APPROVED FOR PUBUCA TION, IS KEPT ON FILE AT THE WASHfNGWN STATE DEPART

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

BIODEGRADABLE EROSION

CONTROL BLANKET

PLACEMENT FOR DITCHES

STANDARD PLAN 1-60.20-01

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 6110113

STATE DESIGN ENGINEER DATE

... Washington State Department of Transportation l : # . , , , STAPLES- 4" APART, ~~ /

STAGGERED, 6" 0. C.

6" MIN. END

OVERLAP

EROSION CONTROL

BLANKET

SHINGLE SPLICE -SECTION 0

EROSION CONTROL

BLANKET

NATIVE SOIL- FOLLOW

INSTALLATION STEPS

2 ROWS OF STAPLE (TYP.)-

4" APART, STAGGERED, 6" 0. C.

INITIAL ANCHOR- DETAIL 0

INSTALLATION STEPS:

1. Prepare smooth slope.

2. Amend soil and seed, as specified.

3. Dig anchor trench. Set aside native soil removed from trench.

4. Secure blanket in anchor trench, staking or stapling blanket as shown.

5. Replace native soil previously removed from trench.

6. Roll blanket down the slope in a controlled manner, taking care to remove excess slack, and taking care not to stretch blanket.

7. Stake or staple blanket as shown so there are no gaps between the blanket and the soil.

Staple while unrolling blanket to minimize walking on blanket.

2 ROWS OF STAPLES

4" APART, STAGGERED,

6" 0. C. PLACED WITHIN

6" OF BLANKET EDGE.

ISOMETRIC VIEW

EXTEND BLANKET FAR ENOUGH OVER

CREST OF SLOPE TO EFFECTIVELY

PREVENT UNDERCUTTING AND TO

PROVIDE SECURE ANCHORING

FASTENER

(TYP.)

18" MAX.

(TYP.)

NOTES

1. More than the minimum of one fastener per square yard may be required due to conditions such as blanket composition, soil type, surface uniformity, and slope steepness.

2. See Standard Specification 8-01.3(3) and 9-14.5)2).

3. Use manufacturer's requirements. When manufacturer's requirements are not provided, use installation requirements shown on Standard Plans.

4. Additional staples may be required on slopes greater than 3H : 1V.

6" MIN. EDGE

OVERLAP EXTEND BLANKET 24" BEYOND

TOE OF SLOPE OR TO EDGE

OF VEGETATION- WHICHEVER

IS CLOSER

STATE OF

WASHINGTON

REGISTERED

LANDSCAPE ARCHITECT

SANDRA L. SALISBURY

LICENSE NO. 860

DATE: 6/6113

,--------' NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCU

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

APPROVED FOR PUBUCA TION, IS KEPT ON FILE AT THE WASHfNGWN STATE DEPART

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

BIODEGRADABLE EROSION

CONTROL BLANKET

PLACEMENT FOR SLOPES

STANDARD PLAN 1-60.10-01

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 6110113

STATE DESIGN ENGINEER DATE

... Washington State Department of Transportation

BACKFILLED &

COMPACTED

NATIVE SOIL

NOTE

POST - SEE STD.

SPEC. 8-01.3{9)A

BURY GEOTEXTILE

IN TRENCH

' . ' I II I

I II I

J,ll I }~ ~ I

' . ' I II I

1-r ' ' "' ' ' I Ill

' •' •I

DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND

AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH

SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT

RATING FLOWS. COMPACTION MUST BE ADEQUATE TO

PREVENT UNDERCUTTING FLOWS.

TYPICAL INSTALLATION DETAIL

(STEEL POSTS SHOWN)

SELF-LOCKING TIE-NYLON 6/6 (MIN. GRADE),

120# MIN. TENSILE STRENGTH, UV STABILIZED

TYPICAL SILT FENCE

WITHOUT BACKUP SUPPORT

ISOMETRIC

(STEEL POSTS SHOWN)

NOTES

1. Install the ends of the silt fence to point slightly upslope to prevent sediment from flowing around the ends of the fence.

2. Perform maintenance in accordance with Standard Specifications 8-01.3(9)A and 8-01.3(15).

3. Splices shall never be placed in low spots or sump locations. If splices are located in low or sump areas, the fence may need to be reinstalled unless the Project Engineer approves the installation.

4. Install silt fencing parallel to mapped contour lines.

GEOTEXTILE FOR SILT FENCE- SEE STANDARD

SPECIFICATION SECTION

9-33.2 {1 ), TABLE 6

POST

- WOOD OR STEEL

(TYPICAL)

FASTEN TO POST

EVERY 6" O.C ~

FABRIC (GEOTEXTILE)

(TYPICAL)

SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH

TOGETHER TO PREVENT SILT LADEN WATER FROM

ESCAPING THROUGH THE FENCE AT THE OVERLAP.

SPLICE DETAIL

(WOOD POSTS SHOWN)

STATE OF

WASHINGTON

REGISTERED

LANDSCAPE ARCHITECT

ANORA L.SALISBURY

CERTIFICATE NO. 000860

~-----' NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCU·

MENT BUT AN ElECTRONIC DUPLICA 1E. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLfCATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPART

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

SILT FENCE

STANDARD PLAN 1-30.15-02

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 3122113

--------------STATE DESIGN ENGINEER DATE

... Washington State Department of Transportation

A W

N B

A C

Y F

O R

D NOTES

OVERFLOW BYPASS

5" MAX.

GRATE FRAME

FILTERED

WATER

SEDIMENT AND DEBRIS

APPROVED FOR PUBLICATION

DATESTATE DESIGN ENGINEER

Washington State Department of Transportation

SHEET 1 OF 1 SHEET

STORM DRAIN

INLET 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 the collected material.

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

BELOW INLET GRATE DEVICE

STATE OF

WASHINGTON

REGISTERED

LANDSCAPE ARCHITECT

CERTIFICATE NO. 000598

MARK W. MAURER

Pasco Bakotich III 09-20-07

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-

TYPICAL APPLICATIONS

LANE LANE

2’

(TYP.)

1’ 1’

1’

5’ MAX.

(TYP.)

1’ WIDE FOR 4’ SHOULDERS

2’ WIDE FOR SHOULDERS OVER 4’ WIDE

1’ MIN.

ROADWAY

LANE

SHOULDER AREA

CROSSWALK LINE

DETAIL

STOP LINE

SHEET 1 OF 1 SHEET

EDGE OF PAVEMENT, OR FACE OF

CURB (WITHOUT GUTTER), OR EDGE

OF GUTTER PAN (WHEN THERE IS

CURB & GUTTER) (TYP.)

INSTALL CROSSWALK LINES IN

SHOULDER AREAS ONLY WHEN

ADJACENT TO A SIDEWALK OR

A SEPARATE WALKWAY (TYP.)

SHOULDER

EDGE OF CONCRETE

GUTTER

SIDEWALK

SHOULDER

EDGE OF CONCRETE

GUTTER

SIDEWALK

SHOULDER

EDGE OF CONCRETE

GUTTER

EDGE OF TRAVELED WAYEDGE OF TRAVELED WAY

EDGE OF CONCRETE

GUTTER

SIDEWALK

SHOULDER

CROSSWALK LAYOUT

STANDARD PLAN M-15.10-01

D R

A W

N B

F E

E L

APPROVED FOR PUBLICATION

DATESTATE DESIGN ENGINEER

Washington State Department of Transportation

INSTALL CROSSWALK LINES

PARALLEL TO THE ROADWAY

EOFWASHINGTON

REGISTERED

P R O

FESSIONAL ENGI

N E E R

25335

RE J. TREPANIER

EXPIRES AUGUST 9, 2007

NOTES

See the Contract Plans for locations of crosswalk centerlines.

To the maximum extent possible, curb ramp centerline should be perpendicular to the crosswalk centerline.

To the maximum extent possible, crosswalks should be perpendicular to the centerline of the traveled way.

N O

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Y M

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B E

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P O

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E Q

U E

S T

Ken L. Smith 02-06-07

Washington State Department of Transportation

LAYOUT

50 Ft.

100 Ft.

150 Ft.

225 Ft.

300 Ft.

375 Ft.

450 Ft.

550 Ft.

650 Ft.

EDGE LINE

DIMENSIONS SHOWN

ARE APPROXIMATE.

SEE CONTRACT.

(S E

E T

A B

L E

STOP LINE

4 1

LAYOUT

EDGE LINE

(S E

E T

A B

L E

STOP LINE

DMPH

LANE

6’ - 8"

1’ - 8"

GENERAL NOTE

8’ - 0"

LANE

1’ - 4

(TYP.)

ALTERNATIVE SYMBOL

LANE LINE OR

ROADWAY

CENTERLINE

LANE LINE OR

ROADWAY

CENTERLINE

See contract for location and material requirements. 1’ - 4

(TYP.)

SHEET 1 OF 1 SHEET

STANDARD PLAN M-11.10-01

RAILROAD CROSSING

LAYOUT

Bid Item "Railroad Crossing Symbol" includes

"X" symbol, letters, and two 24" white trans-verse lines.

24" white transverse line

W10-1 Advance Warning Sign (not included in RR Crossing Symbol Bid Item)

Place Stop Line 15’ from the nearest rail or approximately 8 feet from RR gate, if present.

STANDARD SYMBOL

GRID IS 1" SQUARE

"R" DETAIL

1’ - 2"

SYMBOL DETAIL

1’ - 8"

4’ - 0"4’ - 0"

KEY NOTES

D R

A W

N B

M A

R K

S U

1 TOTAL MARKING AREA

(PER 12’ WIDE LANE)

= 111.59 SQ.FT.

1 TOTAL MARKING AREA

(PER 12’ WIDE LANE)

= 109.75 SQ.FT.

EOFWASHINGTON

REGISTERED

P R O

FESSIONAL ENGI

N E E R

25335

RE J. TREPANIER

EXPIRES AUGUST 9, 2007 N

T E

P L

A N

I S

N O

T A

L E

G A

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N G

E R

D O

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M E

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C T

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A L

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N G

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A N

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V E

D F

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N S

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D E

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N T

O F

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P O

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A T

O P

Y M

A Y

B E

O B

T A

D U

P O

N R

E Q

U E

S T

Ken L. Smith 01-30-07

Washington State Department of Transportation

CEMENT CONCRETE

CURB AND GUTTER PAN

SHEET 1 OF 1 SHEET

SECTION A

1/2" R.

1/2" R. 1" R.

1" R.

1"5 1/2"

6 1/2"

V A

S 2’ - 10 1/2"

RECESS

1/2"

SLOPE THE GUTTER PAN DOWN TO

THE RECTANGULAR FRAME

TOP OF

ROADWAY 1/2" R.

1/2" R. 1" R.

1" R.

1"5 1/2"

6 1/2"

BSECTION

TOP OF

ROADWAY

VARIES

1’ - 6" ~ 2’ - 10 1/2"

3/8" PREMOLDED JOINT FILLER

~~ 5’ - 0 3/4"

5" 5"

~~ 5’ - 0 3/4"

~~ 13’ - 0 1/4"

5’ - 0" R.

GUTTER PAN

CEMENT CONCRETE

CURB AND GUTTER

PLAN VIEW

CATCH BASIN GUTTER PAN

ISOMETRIC VIEW

D R

A W

N B

M A

R K

S U

MATCH

ROADWAY

SLOPE

13"

(1.08’)

FACE OF

CURB

MATCH

ROADWAY

SLOPE

FACE OF CURB

RECTANGULAR FRAME AND GRATE ~ NOT

INCLUDED IN CURB AND GUTTER BID ITEM

ADJUSTMENT SECTION ~ NOT INCLUDED

IN CURB AND GUTTER BID ITEM

STANDARD PLAN F-10.16-00

NOTES

The intent of this design is to facilitate the compaction of Hot

Mix Asphalt pavement adjacent to a drainage structure.

The centerline of the drainage structure may differ from the centerline of the frame and grate.

CENTERLINE OF FRAME

& GRATE ~ SEE NOTE 2

DRAINAGE STRUCTURE ~ NOT INCLUDED

IN CURB AND GUTTER BID ITEM

EOFWASHINGTON

REGISTERED

P R O

FESSIONAL ENGI

N E E R

EXPIRES JULY 27, 2007

24035

VIN

J. DAYTON

Kevin J. Dayton 12-20-06

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Y B

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E S

1---A--------! h"\ / i re- i 'Y c

I I I '

B c D

Al ~ ub ' j TRUNCA:DDOME

----~ -----~------@- \ SECTION 0

1 1 ~ SEE STANDARD SPECIFICATIONS FOR

COLOR OF SURFACE

TRUNCATED DOME SPACING

SEE NOTE 3

TRUNCATED DOME DETAILS

CURB RAMP

LANDING

MIN.

1.60"

0.65"

0.45"

0.9"

0.2"

WIDTH OF

WALKWAY

LANDING

WALKWAY~

MAX.

2.40"

0.90"

1.40"

0.2"

CURB RAMP, LANDING, CUT

THROUGH OR WALKWAY

BACK OF CURB-

SEE NOTE 2

CURB AND GUTTER

DETECTABLE WARNING

SURFACE (DWS) -

SEE NOTE 3

2'- 0" MIN.

TYP. OF ALL

APPLICATIONS

MATCH TO WIDTH OF CURB RAMP

LANDING, CUT-THROUGH OR

WALKWAY

DETECTABLE WARNING SURFACE DETAIL

NOTES

1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp (exclusive of flares) or the landing.

2. The Detectable Warning Surface shall be placed at the back of curb, and need not follow the radius.

3. The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb.

4. The rows of truncated domes shall be aligned to be parallel to the direction of travel.

5. If curb and gutter are not present, such as a shared-use path connection, the Detectable Warning Surface shall be placed at the pavement edge.

6. See Standard Plans for sidewalk and curb ramp details.

7. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail.

8. When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp.

...J ...~ •• DETECTABLE WARNING

SURFACE (DWS) -

I" WIDTH OF CUT-THROUGH

(TYP.) I" WIDTH OF CUT-THROUGH

(TYP.) ...J ~II

w ::J z 0:::

w 11..

SEE NOTE 4

BACK OF CURB

SINGLE DIRECTION CURB RAMP

(GRADE BREAK BETWEEN CURB AND

LANDING s 5 FT. FROM BACK OF CURB)

(SEE NOTE 6)

CURB RAMP

WALKWAY~

WIDTH OF

WALKWAY

BACK OF CURB - _/I

SEE NOTE 2 ---1

CURB RAMP

DETECTABLE WARNING

SURFACE (DWS) -

SEE NOTE 3

WIDTH OF CURB RAMP

PERPENDICULAR CURB RAMP

(SEE NOTE 6)

DETECTABLE WARNING

SURFACE (TYP.) -

SEE NOTE 3

DETECTABLE WARNING

SURFACE (TYP.) -

SEE NOTE 3

BACK OF CURB -

SEE NOTE 2

ISLAND CUT-THROUGH

DETECTABLE WARNING

SURFACE (DWS) - SEE NOTE 3

WIDTH OF CURB RAMP,

0~1~NG, OR WALKWAY

MEDIAN CUT-THROUGH

BACK OF CURB -

SEE NOTE 2

SINGLE DIRECTION CURB RAMP

(GRADE BREAK BETWEEN CURB AND

LANDING > 5 FT. FROM BACK OF CURB)

(SEE NOTE 6)

DETECTABLE WARNING

SURFACE (DWS)

SEE NOTES 4 & 7

BACK OF CURB -

SEE NOTE 2

DETECTABLE WARNING

SURFACE (DWS) - SEE NOTE 3

WIDTH OF

PATH OR

WALKWAY

LANDING

PARALLEL CURB RAMP

(SEE NOTE 6)

PEDESTRIAN RAILROAD CROSSING

BACK OF CURB -

SEE NOTE 2

WIDTH OF SHARED-

WALKWAY (TYP.) USEPA~~O~

WIDTH OF CUT-THROUGH SHARED-USE

PATH OR

WALKWAY

(TYP.)

ROUNDABOUT SPLITTER

ISLAND

DETECTABLE WARNING

SURFACE (DWS) -

SEE NOTES 4 & 5

PLACEMENT GUIDELINES SHARED-USE PATH CONNECTION

2'- 0" MIN.

DETECTABLE WARNING

SURFACE

STANDARD PLAN F-45.10-01

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 06121112

STATE DESIGN ENGINEER DATE

... Washington State Department of Transportation

Washington State Department of Transportation

12" 12"

SPACING OF ANCHOR BARS

# 3 BARS (TYP.)

1" MIN. (TYP.)

12" 12"

D R

A W

N B

L B

E R

E N

EXTRUDED CURB

STANDARD PLAN F-10.42-00

SHEET 1 OF 1 SHEET

/2 " R

1" R.

/2 " R

. 1

10"

2 1/2" 2 1/2"

6"1" 1"

1" R. 1" R.

6" 1"1"

10"

2 1/2" 2 1/2"

6"1" 1"

6" 1"1"

/2 " R

. 1

1" R.1" R.

1" R.

/2 " R

.1" R.

1" R.

TYPE 1

TYPE 2

TYPE 3

TYPE 6

(CEMENT CONCRETE)

CEMENT CONCRETE EXTRUDED CURB

/2 " R

. 1

R . 1

" R . 1

(HOT MIX ASPHALT)

(CEMENT CONCRETE)

# 3 BAR

(FOR TYPES 4, 5, AND 6)

10’ - 0"

BETWEEN JOINTS (TYP.)

NOTE

JOINTS MAY BE FORMED DURING INSTALLATION USING

A RIGID DIVIDER OR SAWCUT AFTER CONCRETE CURES

TO MINIMUM STRENGTH.

TYPE 4

TYPE 5

EOFWASHINGTON

REGISTERED

P R O

FESSIONAL ENGI

N E E R

31805

L SMITH

EXPIRES AUGUST 26, 2007

ROYE

01-23-07Ken L. Smith

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O F

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A N

P O

R T

A T

C O

P Y

M A

Y B

E O

B T

E D

U P

O N

R E

Q U

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3/8" EXPANSION JOINT (TYP.)

SEE STANDARD PLAN F-30.10

CURB AND GUTTER

4'- 0" MIN. (TYP.) -

SEE CONTRACT PLANS

SIDEWALK

4'- 0" MIN.-

SEE CONTRACT PLANS

3/8" EXPANSION JOINT (TYP.) -

SEE STANDARD PLAN F-30.10

SIDEWALK

CURB & GUTTER

CURB RAMP

PEDESTRIAN CURB -

SEE NOTE 9

NOTES

1. Provide a separate Curb Ramp for each marked or unmarked crosswalk.

Curb Ramp location shall be placed within the width of the associated crosswalk, or as shown in the Contract Plans.

2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush.

3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte nances in front of the Curb Ramp or on any part of the Curb Ramp or Landing.

4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details.

CURB RAMP

4' - 0" MIN. (TYP.) -

SEE CONTRACT PLANS

DETECTABLE WARNING SURFACE -

SEE STANDARD PLAN F-45.10 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details.

..J

..J w ::::i z c:::

LL.

FACE OF CURB

DETECTABLE WARNING SURFACE -

SEE STANDARD PLAN F-45.10

DEPRESSED CURB & GUTTER

CROSSWALK

PLAN VIEW

TYPE PARALLEL A

CEMENT CONCRETE PEDESTRIAN

CURB - SEE NOTE 9

15'- 0" MAX. 4'-0" MIN.

DETECTABLE WARNING SURFACE -

SEE STANDARD PLAN F-45.10

4'-r:J'MIN.

SEE CONTRACT PLANS

LANDING

SECTION 0

15'- 0" MAX.

SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7

GRADE BREAK

CURB RAMP

3/8" EXPANSION JOINT (TYP.) -

SEE STANDARD PLAN F-30.10

8.3%MM· -2.0% MAX.

CURB RAMP

SECTION 0

"CEMENT CONCRETE CURB RAMP TYPE

PARALLEL A" PAY LIMIT- SEE NOTE 6

TYPE PARALLEL A PAY LIMIT

.----------'<---. See Contract Plans for width and placement of sidewalk.

DEPRESSED CURB & GUTTER

CROSSWALK

PLAN VIEW

TYPE PARALLEL B

GRADE BREAK

coUNTER SLOPE

TOP OF

ROADWAY

DEPRESSED CURB & GUTTER -

SEE STANDARD PLAN F-10.12

AND NOTE 6

SIDEWALK

15'- 0" MAX.

SEE NOTE 7

GRADE BREAK

4'-0" MIN.

SEE CONTRACT

6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks.

7. The Curb Ramp maximum running slope shall not require the ramp length to exceed 15 feet to avoid chasing the slope indefinitely when connecting to steep grades. When applying the 15-foot max. length, the running slope of the curb ramp shall be as flat as feasible.

8. Curb Ramp, Landing, and Flares shall receive broom finish. See Standard Specifications 8-14.

9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will be no material to retain.

LEGEND

- - SLOPE IN EITHER DIRECTION

... 2.0% MAX .

CURB RAMP

3/8" EXPANSION JOINT (TYP.) -

SEE STANDARD PLAN F-30.10

LANDING

SECTION 0

"CEMENT CONCRETE CURB RAMP TYPE

PARALLEL B" PAY LIMIT- SEE NOTE 6

ISOMETRIC VIEW

TYPE PARALLEL B PAY LIMIT

PEDESTRIAN CURB -

SEE NOTE 9

PARALLEL CURB RAMP

STANDARD PLAN F-40.12-02

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 6120113

STATE DESIGN ENGINEER DATE

~· Washington State Department of Transportation w ::::i z 0::

u. LANDING z

GRADE BREAK

SEE CONTRACT PLANS -

4'- 0" MIN.

CEMENT CONCRETE

SIDEWALK- SEE NOTE 5

3/8" EXPANSION

JOINT (TYP.)- SEE

STANDARD PLAN F-30.10

GRADE BREAK

FACE OF CURB

MEASURED PARALLEL

TO CURB (TYP.) CROSSWALK

PLAN VIEW

CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH

CURB RAMP WIDTH - SEE CONTRACT PLANS

GRADE BREAK LANDING

SEE CONTRACT PLANS - CURB RAMP

4' - 0" MIN. CEMENT CONCRETE SIDEWALK-

CURB RAMP

PROVIDE SMOOTH

TRANSITION TO

SIDEWALK

WIDTH (TYP.)

GRADE

BREAK

DETECTABLE WARNING SURFACE -

SEE STANDARD PLAN F-45.10

DEPRESSED CURB AND GUTTER -

SEE NOTE 4

SEE NOTE 5

SEE CONTRACT PLANS -

4'- 0" MIN.

3/8" EXPANSION

JOINT (TYP.)- SEE

STANDARD PLAN F-30.10

FACE OF CURB

CURB RAMP WIDTH 4' - 0" MIN.

I WIDTH - SEE CONTRACT PLANS

GRADE BREAK

CEMENT CONCRETE

PEDESTRIAN CURB -

SEE NOTE 4

DETECTABLE WARNING SURFACE

SEE STANDARD PLAN F-45.10

~ DEPRESSED CURB AND GUTTER

CROSSWALK

l.._

PLAN VIEW

NOTES

1. Provide a separate Curb Ramp for each marked or unmarked crosswalk.

Curb Ramp location shall be placed within the width of the associated crosswalk or as shown in the Contract Plans.

2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush.

3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte nances in front of the Curb Ramp or on any part of the Curb Ramp or Landing.

4. See the Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details.

5. See Standard Plan F-30.10 for Cement Concrete Sidewalk details.

See Contract Plans for width and placement of sidewalk.

6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalk.

7. The Curb Ramp maximum running slope shall not require the ramp length to exceed 15-feet to avoid chasing the slope indefinitely when connecting to steep grades. When applying the 15-foot maximum length, the running slope of the Curb Ramp shall as flat as feasible.

8. Curb Ramp, Landing, and Flares shall receive broom finish. See Standard Specifications 8-14.

LEGEND

SLOPE IN EITHER DIRECTION

TYPE PERPENDICULAR A TYPE PERPENDICULAR B

(SHOWN WITH BUFFER)

SLOPE TREATMENT

SEE STANDARD PLAN F-30.10

LANDING

4'- 0" MIN.

SEE CONTRACT PLANS

2.0% MAX. ,. ,

DETECTABLE WARNING SURFACE

SEE STANDARD PLAN F-45.10

15'- 0" MAX.

SEE NOTE 7

GRADE BREAK

8.3% MAX

CURB RAMP

SECTION 0

GRADE BREAK

DEPRESSED CURB AND GUTTER -

SEE STANDARD PLAN F-10.12

CEMENT CONCRETE

PEDESTRIAN CURB -

SEE NOTE 4

CURB RADIUS DETAIL 0

CEMENT CONCRETE CURB RAMP "TYPE

PERPENDICULAR B" PAY LIMIT- SEE NOTE 6

ISOMETRIC VIEW ISOMETRIC VIEW

TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT

DETECTABLE WARNING SURFACE -

SEE STANDARD PLAN F-45.10

DEPRESSED CURB AND GUTTER -

SEE NOTE 4

PERPENDICULAR

CURB RAMP

STANDARD PLAN F-40.15-02

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 6120113

STATE DESIGN ENGINEER DATE

~· Washington State Department of Transportation

SHEET 1 OF 1 SHEETSHEET 1 OF 1 SHEET

4" R.

12" R.

10"12"

FACE OF

CURB

FACE OF

CURB

15"15"

1’ - 10"

8" R.

MATCH ROADWAY

SLOPE

1/2" R. (TYP.)

STANDARD PLAN F-10.18-00

MATCH ROADWAY

SLOPE 6

CURB 3

9" 9"

1 WIDTH VARIES ~ SEE CONTRACT PLANS

LANE LANE LANE LANE CURB

CURB

BUFFER STRIP

3’ - 0" MIN.

CURB

FACE OF

CURB

MATCH ROADWAY

SLOPE

12" R.

4" R. 4" R.

CENTRAL ISLAND

LEGEND

1/2" R.

(TYP.)

1/2" R.

(TYP.)

SIDEWALK

5’ - 0" MIN.

TOP OF TRUCK

APRON

OPTIONAL

CONSTRUCTION

JOINT

SPLITTER ISLAND

1111111

1 TRUCK APRONCIRCULATING ROADWAY 1 1

OUTSIDE

TRUCK APRON

SIDEWALK

5’ - 0" MIN.

ROUNDABOUT CEMENT

CONCRETE CURBS

SIDEWALK

5’ - 0" MIN.

SIDEWALK

SECTION B

SECTION A

SPLITTER ISLAND

BUFFER

See Standard Plan F-30.10 for Curb Expansion and

Contraction Joint spacing.

CURB 3 ~

CENTRAL ISLAND

NOTES

PARTIAL PLAN

FACE OF

CURB

BUFFER STRIP

3’ - 0" MIN.

CURB PLACEMENT

3/8" PREMOLDED JOINT FILLER

12" R.

CURB 1

ROUNDABOUT TRUCK APRON

CEMENT CONCRETE CURB & GUTTER

ROUNDABOUT CEMENT CONCRETE

CURB AND GUTTER

CURB 3

ROUNDABOUT CENTRAL ISLAND

CEMENT CONCRETE CURB

ROUNDABOUT SPLITTER ISLAND

NOSING CURB

DETAIL

SEE CONTRACT PLANS FOR TREATMENT (TYP.)

SEE CONTRACT PLANS FOR

TREATMENT (TYP.)

APPROVED FOR PUBLICATION

DATESTATE DESIGN ENGINEER

Washington State Department of Transportation

(ROUNDABOUT CONFIGURATION WILL VARY

DEPENDING ON CONTRACT PLANS)

(SEE CONTRACT PLANS FOR R)

BUFFER STRIP

3’ - 0" MIN.

CURB 2

(OUTSIDE, RIGHT SIDE OR SPLITTER ISLAND)

CURB RAMP (TYP.)

SIDEWALK (TYP.)

SPLITTER ISLAND

ROUNDABOUT

TRUCK APRON

OUTSIDE

TRUCK APRON

SECTION C

CURB 2 ~ OUTSIDE

OR RIGHT SIDE

EOFWASHINGTON

REGISTERED

P R O

FESSIONAL ENGI

N E E R

32350

Y L. BERENDS

SEE CONTRACT PLANS FOR PAVING AND SURFACING (TYP.)

SEE CONTRACT PLANS FOR

TREATMENT

Pasco Bakotich III 06-27-11

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MATCH SIDEWALK

WIDTH - 4' 0" MIN.

- SEE CONTRACT PLANS

3/8" EXPANSION JOINT

(TYP.) -SEE STANDARD

PLAN F-30.1 0

PEDESTRIAN CURB

- SEE NOTE 10

LANDING

PEDESTRIAN CURB

- SEE NOTE 10

MATCH SIDEWALK WIDTH - 4' 0" MIN.

SEE CONTRACT PLANS

3/8" EXPANSION JOINT - SEE

STANDARD PLAN F-30.10

ni ~ -u- ~ ~SIDEWALK-b-"'1,--------+-t---....:...L._ c.> SEE NOTE 6

MATCH SIDEWALK

WIDTH - 4' 0" MIN.

SEE CONTRACT PLANS

CURB RAMP

:Z :ij b ;q

BUFFER

STRIP

PEDESTRIAN CURB

- SEE NOTE 10

en~ en 0:::

NOTES

This plan is to be used where pedestrian crossing in one direction is not permitted.

Curb ramp location shall be placed within the width of the associated crosswalk, or as shown in the Contract Plans.

Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush.

Do not place gratings, junction boxes, access covers or other appurtan ences in front of the curb ramp or on any part of the curb ramp or landing.

See the Contract Documents for the curb design specified.

See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter and Pedestrian Curb details.

See Standard Plan F-30.10 for Cement Concrete Sidewalk Details.

See contract plans for width and placement of sidewalk.

DETECTABLE WARNING SURFACE

SEE STANDARD PLAN F-45.10

DETECTABLE WARNING SURFACE

The bid item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb or (Curb and Gutter), Depressed Curb and Gutter, Pedestrian Curb or Sidewalk, or the pedestrian crossing closure sign.

LlJ Cl Cl ::::i z 0:::

LlJ

LL.

SEE STANDARD PLAN F-45.10

PEDESTRIAN CROSSING

CLOSURE SIGN

15'- 0" MAX

SEE NOTE 8

CURB RAMP

PLAN VIEW

PEDESTRIAN CROSSING

CLOSURE SIGN

TYPE SINGLE DIRECTION A

DETECTABLE WARNING SURFACE

-SEE STANDARD PLAN F-45.10

GRADE BREAK GRADE BREAK

CURB RAMP

PLAN VIEW

TYPE SINGLE DIRECTION B

15'- 0" MAX

SEE NOTE 8

GRADE

BREAK GRADE BREAK

SIDEWALK

SEE NOTE 6

- SEE NOTE 6

CURB RAMP LANDING DEPRESSED CURB & GUTTER

- SEE STANDARD PLAN F-10.12

SECTION 0

"CEMENT CONCRETE CURB RAMP

TYPE SINGLE DIRECTION A" PAY LIMIT

- SEE NOTE 7

1" RADIUS

CORNER

PEDESTRIAN CURB

ISOMETRIC VIEW

TYPE SINGLE DIRECTION A

PAY LIMIT

90" ANGLE

RADIUS MAY

VARY

DETAIL 0

CURB RAMP

SECTION 0

"CEMENT CONCRETE CURB RAMP

TYPE SINGLE DIRECTION B" PAY LIMIT

- SEE NOTE 7

DETECTABLE WARNING

SURFACE -SEE

STANDARD PLAN F-45.10

DEPRESSED CURB AND

GUTIER - SEE NOTE 5

15'- 0" MAX

SEE NOTE 8

CURB RAMP

8. The curb ramp maximum running slope shall not require the ramp length to exceed 15 feet to avoid chasing the slope indefinitely when connecting to steep grades. When applying the 15 foot maximum length, the running slope of the curb ramp shall be as flat as feasible.

9. Curb ramps and landings shall receive broom finish .

See Standard Specifications 8-14.

10. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or landing will be at the same elevation as the Curb Ramp or Landing and there will be no material to retain.

GRADE BREAK

SIDEWALK

SEE NOTE 6

LEGEND

SLOPE IN EITHER DIRECTION

SINGLE DIRECTION

CURB RAMP

STANDARD PLAN F-40.16-02

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

ISOMETRIC VIEW

TYPE SINGLE DIRECTION B

PAY LIMIT

Pasco Bakotich Ill 6120113

STATE DESIGN ENGINEER DATE

~· Washington State Department of Transportation

6x8 Timber posts------~~ Anchor cob I e (see De to i I ) to match beam guordro i I End section Design G

CRT Post (see Note

(see Note 2)

PLAN

Beam Guordro i I pay I i mit I Anchor pay I i mit (see Note 7) ...... )11.111(

%" x 2" Button head bo It or %" x 1 Yz" hex head bo I t and hex nut with rai I anchor washers under bolt head and nut~

Two 1" nuts and washers (see Note 5)

\ 6'-3"

/Anchor pI ate (see detoi Is)

Standard 2" ID pipe sleeve

I 17:::7 II;::.' ( 218" OD)

CRT Post (see Note 3)

TYPE 1 ANCHOR

,.I

Anchor rai I washer (see Detoi I)

Bearing plate (see Detoi I and Note 6)

Two 1" nuts and washers (see Note 5)

Anchor post assembly (See Note 3)

NOTES

1. Anchor pI ate may be constructed from 1/ 4" pI otes welded to equal strength and dimensions as shown.

2. For end section detai Is see Standard Plan "Beam Guordro i I End Sections".

3. For post de to i Is, see Standard PI on "Beam Guardro i I Posts and Blocks".

4. Eight %" x 1 Yz" machine bo Its with hex nut and washer. PI ace washer on face side of ro i I •

5. Outside nut sho I I be torqued ago i nst inside nut o minimum of 100ft- lbs.

6. Toena i I bearing pI ate with 1 Od no i I at corners to prevent turning.

7. Anchor pay I i mit does not app I y when anchor is included in o Beam Guordroi I Terminal.

BEAM GUARDRAIL ANCHOR

TYPE 1

STANDARD PLAN C-6

APPROVED FOR PUBLICATION

Donald K. Nelson

STATE DESIGN ENGINEER

05130197

DATE

~ WASHINGTON STATE DEPARTMENT OF TRANSPORTATION

~21r OLYMPIA, WASHINGTON

Sheet 1 of 2 Sheets

Jl/ " /31

Gage MIN

ANCHOR RAIL WASHER

5'-6"

ANCHOR CABLE

B .&'

1>~1- 15"

~v,:l 4" J~oloe 4" J~oloe 4"

8 8 8 8

.J3 e e e ill B - \

Hole (e1ght requ1redl J 3" x 21

//' x Yz" End pI ate v--' 1/4 v

15~6 " R

%" R

~~J~ ~ Nj~

Note 4

MIN

ELEVATION SECTION B- B

%" Cable Swage

1" x 7" Stud threaded fu I I length (TYPl

ANCHOR PLATE

(See Note 1l

Jl6" X 1" X 8" pI ate-~ tack we I ded to %" pI ate

%" Stee I pI ate

BEARING PLATE

BEAM GUARDRAIL ANCHOR

TYPE 1

STANDARD PLAN C-6

APPROVED FOR PUBLICATION

Donald K. Nelson

STATE DESIGN ENGINEER

05130197

DATE

~ WASHINGTON STATE DEPARTMENT DF TRANSPORTATION

~21r OLYMPIA, WASHINGTON

Sheet 2 of 2 Sheets

Washington State Department of Transportation

SHEET 1 OF 1 SHEET

NOTES

TANGENT LINE

EDGE OF WIDENED

EMBANKMENT

TANGENT LINE

BEAM GUARDRAIL

PAY LIMIT

GROUND LINE

FLARED TERMINAL PAY LIMIT (SEE NOTES 1 AND 2)

PLAN VIEW

ELEVATION VIEW

SRT OPTION

FLEAT OPTION

STANDARD PLAN C-4b

BEAM GUARDRAIL

FLARED TERMINAL

37’ - 6" STRAIGHT FLARE (FLEAT 350)

25’ - 0" STRAIGHT FLARE (FLEAT TL2)

10’ - 0" MIN.

S E

E N

O T

BEAM GUARDRAIL

PAY LIMIT 10’ - 0" MIN.

10H:1V SLOPE MAX.

37’ - 6"

GROUND LINE

FLARED TERMINAL PAY LIMIT (SEE NOTES 1 AND 2)

DATE REVISION BY

AMCRevised FLEAT Flare Lengths04/2006

Unless otherwise indicated in the contract, the SRT - 350 (12.5, 8 Post) as manufactured by Trinity Industries, Inc., or a FLEAT 350 as manufactured by Road Systems Inc., shall be installed per manufacturer’s recommendations. If specified in the Contract, the FLEAT TL2 as manufactured by Road Systems, Inc. shall be installed per manufacturers recommendations.

Where terminal is placed on a curve, and post offsets would result in the rail encroaching onto the shoulder (e.g., the inside of a curve), the posts shall be installed so that the faceof the rail is at the edge of the shoulder.

When snow load post washers and snow load rail washers are called for in the contract, the snow load rail washers must be omitted within the terminal limits.

Offset distances:

FLEAT 350 ............................................... 4’ - 0"

FLEAT TL2 ............................................... 1’ - 8" minimum

20H:1V SLOPE MAX.

(RELATIVE TO GRADE)

EDGE OF WIDENED

EMBANKMENT

10H:1V SLOPE MAX.

20H:1V SLOPE MAX.

(RELATIVE TO GRADE)

EOFWASHINGTON

REGISTERED

P R O

FESSIONAL ENGI

N E E R

EXPIRES JULY 24, 2006

34042

RD AL

BA STOR W

06-08-06Harold J. Peterfeso

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Washington State Department of Transportation

BEAM GUARDRAIL

TYPES 1 ~ 4

(W-BEAM)

STANDARD PLAN C-1

SHEET 1 OF 2 SHEETS

ASSEMBLY DETAIL

TIMBER POST

5/8" × 1 1/4" BUTTON HEAD

SPLICE BOLT W/ 7/32" OVAL

GRIP & RECESSED HEX NUT

(EIGHT REQUIRED PER SPLICE)

TYPES 3 & 4

TYPES 1 & 2

5/8" × 25" BUTTON HEAD

BOLT W/ 7/32" OVAL GRIP

& RECESSED HEX NUT

5/8" ROD THREADED BOTH

ENDS W/ HEX NUTS

5/8" × 18" BUTTON HEAD

BOLT W/ 7/32" OVAL GRIP

& RECESSED HEX NUT

SEE NOTE 6

SEE NOTE 4

5/8" × 10" BUTTON HEAD

BOLT W/ 7/32" OVAL GRIP &

HEX NUT W/ CUT WASHER

TYPES 1 & 2

TYPE 1 ALTERNATIVE

INITIAL INSTALLATION

" 2

PRE-DRILLED HOLES

FOR FUTURE GUARD-

RAIL RAISING

TYPE 1

TYPE 2

TYPE 3

FACE OF GUARDRAIL

FACE OF

GUARDRAIL

FACE OF

GUARDRAIL FACE OF

GUARDRAIL

TYPE 4

HMA OVERLAY

FIELD DRILL NEW 3/4" HOLE

FOR 5/8" BUTTON HEAD BOLT

EXISTING GUARD-

RAIL POST

RAISED GUARDRAIL BLOCK

BEAM GUARDRAIL RAISING FOR HMA OVERLAYS

M A

FACE OF GUARDRAIL

V A

HMA OVERLAY

RAIL ELEMENT RAISED

FACE OF GUARDRAIL

1 3/4" POST BOLT WASHER

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 12, 2020.