Amendment_A001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A001 06/28/2018 N/A See box 14

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X 69056718B000016

9B. DATED (SEE ITEM 11)

06/08/2018

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

(__ ) is extended, ( x ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A

D OTHER (Specify type of modification and authority)

N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

OR DOT 224(1), Clackamas Highway Pavement Restoration

See page 2

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

OR DOT 224(1)

Clackamas Highway Pavement Restoration

Amendment No. A001, dated 06-28-2018 Solicitation No. 69056718B000016 Page

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Pages A-7 through A-9. Revises Line Item Nos. A0320 and A0340.

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Pages E-11 through E-12, Subsection 107.01A, National Pollutant Discharge Elimination System Permit (NPDES). Deletes this Subsection.

Page F-7, Section 617, Guardrail: Adds MGS guardrail system type under Subsection 617.01(a); Adds MGS terminal types under Subsection 617.01(d); Revises the material list under Subsection 617.02; and Revises Subsection 617.03, General, by adding additional terminal requirements, and allowing other material options.

Pages F-7a through F-7b, Section 617, Guardrail. Adds new pages to accommodate Page F-7 revisions, and reformat the Section.

PLANS

Plan Sheet B.1 Plan Sheet D.1 Plan Sheet F.1 Plan Sheet F.5

Revises Line Item Nos. A0320 and A0340.

Revises clouded callout.

Revises clouded areas of the Safety Features Quantities table.

Adds information to Relation of Parts Detail

ENCLOSURES

Pages:

A-7 through A-9 E-11 through E-12 F-7 through F-7b

Plan Sheets:

B.1 D.1 F.1 F.5

Notice to Bidders: Please submit revised pages A-7 through A-9 with your bid.

A-7

Bid Schedule

Project: OR DOT 224(1) Clackamas Highway Pavement Restoration

Bidders please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit bid price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When a “LPSM” (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

Revised by Amendment A001

B I D S C H E D U L E Account: ALL

Project No: OR DOT 224(1)

Name: Clackamas Highway Pavement Restoration CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line A0020 ALL LPSM $

15201-0000

Line A0040 ALL LPSM $

15301-0010

Line A0060 ALL LPSM $

15401-0000

Line A0080 ALL LPSM $

15501-0000

Line A0100 ALL LPSM $

15705-1400

Line A0120 800 LNFT $ $

20302-1200

Line A0140 5,900 LNFT $ $

30202-1000

Line A0160 420 TON $ $

30206-0500

Line A0180 9,800 LNFT $ $

40301-0100

Line A0200 5,730 TON $ $

41201-0000

Line A0220 23 TON $ $

41301-1000

Line A0240 19,900 SQYD $ $

41402-2000

Line A0260 0.9 MILE $ $

41501-0000

Line A0280 100 SQYD $ $

61701-4550

Line A0300 5,937 LNFT $ $

61702-0000

Line A0320 1 EACH [A001] $ $

61702-1500

Line A0340 1 EACH [A001] $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL AND ASSURANCE

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, FIBER ROLL

CRACKS, CLEANING AND SEALING

PAVING GEOTEXTILE

GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS

REMOVAL OF GUARDRAIL

ROADWAY AGGREGATE, METHOD 1

ROADWAY AGGREGATE, SHOULDER FINISHING

ASPHALT CONCRETE PAVEMENT, TYPE 1

TACK COAT

ASPHALT PAVEMENT MILLING, 4-INCH DEPTH

TERMINAL SECTION (ANCHOR)

TERMINAL SECTION, TYPE MGS TANGENT

Schedule Total: ________________________

Submitted by: _________________________

A001

A001

Revised by Amendment A001

Clinton.Choy Typewritten Text A-8

B I D S C H E D U L E Account: ALL

Project No: OR DOT 224(1)

Name: Clackamas Highway Pavement Restoration CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-0250

Line A0360 30 HOUR $ $

62201-0700

Line A0380 30 HOUR $ $

62301-0000

Line A0400 30 HOUR $ $

63309-0000

Line A0420 76 EACH $ $

63313-0000

Line A0440 11,500 LNFT $ $

63401-0300

Line A0460 46,000 LNFT $ $

63401-0300

Line A0480 38,500 LNFT $ $

63401-0400

Line A0500 6,520 LNFT $ $

63502-0700

Line A0520 100 EACH $ $

63504-1000

Line A0540 135 SQFT $ $

63506-0600

Line A0560 300 HOUR $ $

63509-1000

Line A0580 600 FXHR 60.00$ 36,000.00$

BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND BUCKET, 10 CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90 HP MINIMUM FLYWHEEL

GENERAL LABOR

DELINEATOR

PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW)

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, FLAGGER

RUMBLE STRIP

PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

Revised by Amendment A001

Submitted by: _________________________

Schedule Total: ________________________

Clinton.Choy Typewritten Text A-9

E-11 DIVISION 100

Special Contract Requirements Project: OR DOT 224(1), Clackamas Highway Pavement Restoration

Section 107. — LEGAL RELATIONS AND

RESPONSIBILITY TO THE PUBLIC

04/20/18– FP-14

107.01 Laws to be Observed. Delete the third paragraph and substitute the following:

Notify the CO immediately of any Contractor-obtained permits, or any additional permits or agreements that are required by the Contractor’s methods of operation. Allow adequate time in the construction schedule for any additional permits or changes to Contractor-obtained permits.

Furnish copies of all acquired permits and agreements not in the contract.

Comply with the requirements of the Fire Protection and Suppression Plan included in this contract (See Section J).

107.01A National Pollutant Discharge Elimination System Permit (NPDES). (Added Subsection).

(a) Erosion Control Supervisor. Provide a qualified Erosion Control Supervisor according to Subsection 157.03.

(b) Preparation of the Erosion and Sediment Control Plan (ESCP). The Government will make a preliminary ESCP available under FAR Clause 52.236-4 – Physical Data. Perform the following:

(1) Update and complete all information in the preliminary ESCP narrative (tab 1).

(2) Revise or prepare new site maps (tab 5) and erosion/sediment control details and layout sheets (tab 6) in the preliminary ESCP as necessary to accommodate project site conditions and proposed construction operations. Include map locations and erosion and sediment control measures for all Government-provided

(a) Staging areas;

(b) Equipment storage areas;

(c) Erodible stockpiles; and

(d) Other locations required by the state NPDES storm water permit.

(3) Identify the Erosion Control Supervisor and their qualifications in the preliminary

ESCP.

(4) Submit the updated preliminary ESCP to the CO at the preconstruction conference.

Allow 10 working days for CO approval of the ESCP. Upon approval by the CO, the updated ESCP becomes the ESCP of record for the project. The CO will then provide one original ESCP of record to the Contractor.

E-12 DIVISION 100

Project: OR DOT 224(1), Clackamas Highway Pavement Restoration

(5) Maintain and update the ESCP of record as needed throughout construction as required by the state NPDES storm water permit. Make the ESCP available for public and regulatory-agency inspection.

Do not perform any ground disturbing activities including clearing, grubbing, or earthwork until the updated ESCP of record has been approved by the CO.

(c) Public Notice. Provide an aluminum sign panel to be installed in a location approved by the CO. Fabricate and mount signs in accordance with Section 635. Post signs in a publicly accessible location. Furnish signs containing the following NPDES CGP 1200-CA information:

(1) Contractor’s contact name and phone number for obtaining additional information.

(2) Laminated 8.5” x 11” sheet of paper that includes the following statements:

If you would like to obtain a copy of the Erosion and Sediment Control Plan (ESCP) for this site, contact the [include the SWPPP inspector contact information]

If you observe indicators of storm water pollutants in the discharge or in the receiving waterbody, contact the EPA through the following website:

https://www.epa.gov/enforcement/report-environmental-violations.

(d) Inspections. Perform ESCP inspections as required in the state NPDES storm water permit and the ESCP. Document inspections using FHWA forms provided in the ESCP of record and retain the records in the ESCP binder. Submit each inspection to the CO for approval. Allow 2 working days for CO approval of inspections. Co-sign each approved inspection and file in the ESCP binder. Complete all ESCP forms as construction progresses until final acceptance

(e) Revisions to the ESCP. Ensure that all erosion and sediment control procedures, practices, and inspections are current as required by the state NPDES permit. Revise the ESCP as necessary during construction. Submit each revision to the CO for approval. Allow 2 working days for CO approval of a revision. Co-sign each approved ESCP revision and file in the ESCP binder. Implement approved revisions and corrective actions according to the timelines in the state NPDES permit.

(f) Project close-out. Provide the CO with the complete ESCP of record upon final acceptance of the project, including inspection forms, logs, and all other required documentation added during the project.

(g) Contractor selected sites. Prepare separate ESCP and file separate NOI for all Contractor-selected sources and all waste, borrow, and staging sites not included in the contract. These ESCP(s) and NOI(s) are solely the responsibility of the Contractor. Do not submit to CO for approval or for signature.

F-7 DIVISION 600

Project: OR DOT 224(1), Clackamas Highway Pavement Restoration

DIVISION 600

INCIDENTAL CONSTRUCTION

Section 617. — GUARDRAIL

08/01/14–FP14

Description

617.01 Amend as follows:

Add the following to paragraph (a):

MGS — Midwest Guardrail System (MGS)

Add the following to paragraph (d):

MGS Flared — Straight flared MGS W-beam terminal MGS Tangent — Tangent MGS W-beam terminal

Material

617.02 Add the following to the material list:

Anchorage Devices 718.01

Use guardrail terminals from the ODOT QPL, and conforming to the MASH.

Guardrail materials from the ODOT Qualified Products List (QPL) may be provided.

Construction Requirements

617.03 General. Add the following:

Use guardrail terminals from the ODOT QPL, and conforming to the MASH.

Guardrail materials from the ODOT Qualified Products List (QPL) may be provided.

Do not provide guardrail terminals conforming to the NCHRP Report 350 unless they also conform to MASH.

F-7a DIVISION 600

Project: OR DOT 224(1), Clackamas Highway Pavement Restoration

617.04 Post Installation. Delete the last paragraph and substitute the following:

If site conditions require guardrail posts to be installed beyond the shoulder hinge point on the foreslope, increase the standard post length by 24 inches (300 millimeters), or as directed.

Maintain 43” minimum from back of post to fixed objects such as utility poles.

617.09A Erection of Rails and Other Components. (Added Subsection).

Normally, all fabrication of metal beam rail members and other components shall be done in the shop or by the manufacturer. Limit field cutting, drilling and other field fabrication to the minimum and perform in a manner that will not impair the appearance or structural quality of the material.

Burning new holes in metal beam rail members will not be allowed.

Restore to specified condition, surface finishes and protections that are damaged before or during erection. Repair the cut ends of galvanized bolts, rail elements and back-up plates, and any holes drilled or punched after galvanizing according to ASTM A 780. Minimum zinc content for Method A2 is 94 percent on the dry film.

Toe nail blocks to wood post with two 16d, galvanized, flat head nails to prevent rotation.

Draw tight all bolts. Provide bolts of sufficient length to extend slightly beyond the nuts.

F-7b DIVISION 600

Project: OR DOT 224(1), Clackamas Highway Pavement Restoration

(This page intentionally left blank)

Sheet and Description

Section C Section D Section E Section F Section G Section H

Typical Section Plan & Plan Erosion Control Safety Features Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 740 60 800

A0140 20302-1200 REMOVAL OF GUARDRAIL LNFT 5,875 25 5,900

A0160 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 400 20 420

A0180 30206-0500 ROADWAY AGGREGATE, SHOULDER

FINISHING LNFT 9,330 470 9,800

A0200 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 5,555 175 5,730

A0220 41201-0000 TACK COAT TON 23 23

A0240 41301-1000 ASPHALT PAVEMENT MILLING,

4-INCH DEPTH SQYD 19,316 584 19,900

A0260 41402-2000 CRACKS, CLEANING AND SEALING MILE 0.9 0.9

A0280 41501-0000 PAVING GEOTEXTILE SQYD 97 3 100

A0300 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 5,912 25 5,937

A001 A0320 61702-0000 TERMINAL SECTION (ANCHOR) EACH 1 1 Revised by Amendment A001

A001 A0340 61702-1500 TERMINAL SECTION, TYPE MGS Revised by Amendment A001

TANGENT EACH 1 1

A0360 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 30 30

A0380 62201-0700 BACKHOE LOADER, 1 CUBIC YARD

MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT MINIMUM

CAPACITY BACKHOE BUCKET, 90

HP MINIMUM FLYWHEEL HOUR 30 30

A0400 62301-0000 GENERAL LABOR HOUR 30 30

A0420 63309-0000 DELINEATOR EACH 70 6 76

A0440 63313-0000 RUMBLE STRIP LNFT 11,318 182 11,500

A0460 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 45,272 728 46,000

A0480 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 37,988 512 38,500

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SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.1DOT 224(1)OR

SHEET

NUMBER

N

1.

N

LC Clackamas Highway

Begin asphalt concrete pavement, type 1

Begin asphalt pavement milling, 4-inch depth

434+09

NO SCALE

SITE 1 - MP 31.73 TO MP 32.45

PLAN AND PLAN

2.

Boat Ramp

24" CMP - DO NOT DISTURB

440+43

24" CMP - DO NOT DISTURB

438+32

24" CMP - DO NOT DISTURB

443+60

24" CMP - DO NOT DISTURB

447+29

24" CMP - DO NOT DISTURB

466+83

Remove existing guardrail

433+56 to 493+23 RT

Type 2, class A, wood posts, for details see F Sheets

Install guardrail system MGS, 433+96 to 493+08

Remove existing guardrail

433+56 to 493+23 RT

Type 2, class A, wood posts, for details see F Sheets

Install guardrail system MGS, 433+96 to 493+08

For details see F Sheets

Type MGS tangent

Install terminal section, 433+46 to 433+96 RT

D.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d o r fa .d g n

OR OR DOT 224(1)

A

M

J u n e

K

H A

R R I S

O N

C h e c k e d b y

D e s ig n e d b y K

S M I T

H

BEGIN PROJECT

NOTE:

Clackamas River

Clackamas River

32.00

M.P.

Adjust as necessary to fit field conditions.

and proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing

LC Clackamas Highway ty p ty p

E=560212

N=5007015

24" CMP - DO NOT DISTURB

450+46

24" CMP - DO NOT DISTURB

454+68

30" CMP - DO NOT DISTURB

457+32

24" CMP - DO NOT DISTURB

464+72

T y p

T y p

Stationing is in reference to ODOT road log and is approximate.

433+46

HIGHWAY 224 MP 31.73

OR DOT 224(1)

UTILITY CONTACT

Michael.Ansbergs@pgn.com

503-736-5715

Portland General Electric

Michael Ansbergs, Manager, T & D Project Engineering

ELECTRIC

DoddT@cuaccess.net

503-630-8923 dba Reliance Connects

Cascade Utilities, Inc.

Tim Dodd, OSP Engineering Manager

TELEPHONE

Paved turnout - DO NOT DISTURB

444+12 to 451+52

1 Revised by Amendment A001 kristina.hossley Polygon

QUANTITIES

SAFETY FEATURES

Revised by Amendment A001

F.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r fa .d g n

OR DOT 224(1)

J u n e

C h e c k e d b y

D e s ig n e d b y kristina.hossley Polygon

ASSEMBLY DETAILS

INITIAL INSTALLATION

TYPES 2A & 3

FITTINGS

FUTURE ADJUSTMENT OR FUTURE ADJUSTMENT

INITIAL INSTALLATION

ALTERNATE

(For Type 3 use double thickness (2) rail elements) removal only.

3. All post bolt threads to be set after assembly for wrench modified bolt detail, Std. Drg. RD415.

2. When steel posts are used see ''APPURTENANCES'' for

".2 1" to 4

1 the tightened nuts within limits of

1. When required by the plans, post bolts to extend beyond to top of post

2" top of block

(Pre-drilled)

" holes4 3Alt.

to top of post

2" top of block

(See Note 2)

6' post

31'' GUARDRAIL DETAIL

* Base metal thkn. nom. (Before galv.)

TYPE RAIL Effective Lengths Thkn. *

W beam 6.25', 12.5', 25'0.105" & 0.135"

0.105" & 0.135"6.25', 12.5', 25'Thrie beam4

1, 2A, 3

SPACING 12'-6"

TYPE 1 2A

6'-3"

3 4

6'-3""2 13'-1

TABLE OF POST SPACING

NORMAL RAIL ELEMENT DATA

F.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r fd .d g n

OR DOT 224(1)

J u n e

C h e c k e d b y

D e s ig n e d b y

NOTE:

RELATION OF PARTS

Ad ja ce nt tr af fic fl ow

M id-span

Rail element

(W beam shown, Thrie beam similar)

Rail splice at mid-span

Toenail with

1-16d galvanized nail each side through top of block

Block (Used on

Types 2A, 3 & 4)

Post

(Steel or wood)

Post3

Block

Post3

Edge of block or post

Back of post

Washer

Post bolt & nut

(At each post) Rail members 2

(where reqd.)(typ.)

Drainage curb, NO SCALE

Splice bolt & nut

(8 per splice)

(4 per end splice) of rail to top of rail (typ. all types). 1'' +/- tolerance.

3. Rail height measured from final paved surface at face

2. Lap guardrail in direction of adjacent traffic.

not shown.

1. See appropriate guardrail standard drawing(s) for details steeper than fill slope Variable slope but not fill slope

Variable

1:10 or flatter slope groundline at face of rail

Edge of pavement or terminal sections approach and departure

Widening required for

Subgrade shoulder.

Hinge point

8'' block

'' 2'

6' POST, 8'' BLOCK

TYPICAL GUARDRAIL CROSS SECTION

Revised by Amendment A0011 shown on Typical Section Aggregate base or as