A002_WA_NPS_OLYM_11(9)_and_WA_CLALLAM_92210(1).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)

A002 02/28/2017 N/A WA NPS OLYM 11(9)

REHABILITATE ROUTE 11, LAKE

CRESCENT ROAD (US HWY 101)

WA CLALLAM 92210(1), EAST

BEACH ROAD

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

DTFH7017B00002

9B. DATED (SEE ITEM 11)

01/27/2017

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).

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

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.)

WA NPS OLYM 11(9), REHABILITATE ROUTE 11, LAKE CRESCENT ROAD (US 101)

WA CLALLAM 92210(1), EAST BEACH ROAD

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

Amendment No. A002, dated 02/28/17 WA NPS OLYM 11(9) Solicitation No. DTFH7017B00002 REHABILITATE ROUTE 11, Page 2 LAKE CRESCENT ROAD (US 101)

WA CLALLAM 92210(1), EAST BEACH ROAD

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-14. Deletes Item A2340, 99903-0000, Performance Incentive (Lake Crescent) and Item A2360, 99903-0000, Performance Incentive (East Beach).

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page F-73, Subsection 646.05, Bus Shelter, Deletes the specification of installation of the government provided shelters as per manufactures instructions.

Page G-13, Subsection 720.01, Mechanical-Stabilized Earth Wall Material. (k) Welded wire form, Revises the specification of the welded wire fabric to a 4-inch by 4-inch – W4.7 x W4.7 galvanized welded wire fabric.

PLANS - PEN AND INK CHANGE(S)

Please make the following pen & ink change(s):

Plan sheet B.5 Deletes Item A2340, 99903-0000, Performance Incentive (Lake Crescent) and Item A2360, 99903-0000, Performance Incentive (East Beach)

Plan sheet E.2 Revises Remarks for Item 64603-1500 Fixture, Shelter (Bus) from “See Sheet E.12 –E13” to “See Sheet E.12”.

Plan sheet E.12 Revises Item named “Bus shelter and Pad” to “Bus shelter pad”.

ENCLOSURES

Pages:

A-7 through A-14 F-73 G-13

Page(s) not included due to Pen and Ink change(s):

B.5 E.2 E.12

Notice to Bidders: Please submit revised pages A-7 through A-14 with your bid.

A-7

Bid Schedule

Project: WA NPS OLYM 11(9) Rehabilitate Route 11, Lake Crescent Road (US HWY

101); WA CLALLAM 92210(1), East Beach Road

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.

BRAND NAME OR EQUAL NOTIFICATION

If providing other than the listed brand name products, complete the following (See FAR Provision 52.211-6, Brand Name or Equal):

For Section 563, Painting, which is incidental, our firm offers in lieu of the brand name specified in Subsection 725.19 Weathering Agent:

Brand: __________________________________________

Manufacturer’s Name: _____________________________

Include with your bid all documents needed by the Government to determine if the proposed product meets the requirements listed in the appropriate Section. The determination as to the equality of the product offered is the responsibility of the Government and will be based on the information furnished by the bidder as well as other information reasonably available to the contracting office. If proposed “equal” is determined by the government to be “not equal”, bid will be considered nonresponsive.

A-8

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

Project No: WA NPS OLYM 11(9)

WA CLALLAM 92210(1)

Name: REHABILITATE ROUTE 11, LAKE CRESCENT ROAD (US 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 $

15702-1000 Line A0120 ALL LPSM $

15703-2000 Line A0140 1.0 ACRE $ $

15705-0100 Line A0160 600 LNFT $ $

15705-1400 Line A0180 42,800 LNFT $ $

15705-2000 Line A0200 2,300 LNFT $ $

15802-0000 Line A0220 ALL LPSM $

20103-0000 Line A0240 14,150 SQYD $ $

20301-0200 Line A0260 22 EACH $ $

20301-1300 Line A0280 23 EACH $ $

20301-1900 Line A0300 1 EACH $ $

20301-2400 Line A0320 176 EACH $ $

20301-2400 Line A0340 3 EACH $ $

20301-2800 Line A0360 8 EACH $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL AND ASSURANCE

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

REMOVAL OF BOULDER

REMOVAL OF INLET GRATE

REMOVAL OF PIPE CULVERT

SOIL EROSION CONTROL, TEMPORARY TURF ESTABLISHMENT

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, FLOATING TURBIDITY CURTAIN

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF SIGN

REMOVAL OF SIGN(INTERPRETIVE)

REMOVAL OF STRUCTURES AND OBSTRUCTIONS (ANCHOR CONNECTION TO STRUCTURE)

Schedule Total: ________________________

Submitted by: _________________________

Glenn.Kutzera Rectangle

A-9

Schedule A Account: ALL

Project No: WA NPS OLYM 11(9)

WA CLALLAM 92210(1)

Name: REHABILITATE ROUTE 11, LAKE CRESCENT ROAD (US CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-3400 Line A0380 108 EACH $ $

20302-0300 Line A0400 450 LNFT $ $

20302-1200 Line A0420 46,705 LNFT $ $

20303-3600 Line A0440 55 SQYD $ $

20303-3600 Line A0460 150 SQYD $ $

20401-0000 Line A0480 6,971 CUYD $ $

20402-0000 Line A0500 14,000 CUYD $ $

20411-0000 Line A0520 26,000 TON $ $

20701-0100 Line A0540 18,000 SQYD $ $

20702-0200 Line A0560 1,700 SQYD $ $

20702-0300 Line A0580 720 SQYD $ $

20703-2000 Line A0600 62,000 SQYD $ $

21101-1000 Line A0620 5,000 SQYD $ $

25101-0300 Line A0640 1,780 CUYD $ $

25101-0300 Line A0660 310 CUYD $ $

25101-0300 Line A0680 280 CUYD $ $

25301-0000 Line A0700 300 SQFT $ $

25501-1000 Line A0720 1,930 SQFT $ $

26001-0000 Line A0740 4,900 LNFT $ $

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, METHOD A, CLASS 3 (BANK STABILIZATION)

PLACED RIPRAP, METHOD A, CLASS 3 (OUTLET PROTECTION)

REMOVAL OF WHEELSTOP (LOG)

REMOVAL OF CURB AND GUTTER, CONCRETE

REMOVAL OF GUARDRAIL

SUBEXCAVATION

SELECT BORROW

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A

GEOTEXTILE FILTER, CLASS 1, TYPE B

GEOTEXTILE FILTER, CLASS 1, TYPE C (OUTLET PROTECTION)

GEOGRID, STABILIZATION

REMOVAL OF WALL (CONCRETE CRIB)

REMOVAL OF WALL (CONCRETE CANTILEVER)

ROADWAY EXCAVATION

ROCK BOLT

PLACED RIPRAP, METHOD A, CLASS 3

GABIONS (REMOVE AND REPLACE)

MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

A-10

Schedule A Account: ALL

Project No: WA NPS OLYM 11(9)

WA CLALLAM 92210(1)

Name: REHABILITATE ROUTE 11, LAKE CRESCENT ROAD (US CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

26002-0000 Line A0760 100 LNFT $ $

30202-2000 Line A0780 14,924 TON $ $

30302-1000 Line A0800 57,000 LNFT $ $

31302-0300 Line A0820 3,100 SQYD $ $

31302-0600 Line A0840 8,000 SQYD $ $

40101-5600 Line A0860 93,850 TON $ $

40101-5600 Line A0880 6,700 TON $ $

40105-3000 Line A0900 962 TON $ $

40301-0100 Line A0920 3,675 TON $ $

40303-0200 Line A0940 500 TON $ $

41201-0000 Line A0960 296 TON $ $

41301-0000 Line A0980 201,000 SQYD $ $

60103-0000 Line A1000 4 EACH $ $

60201-0800 Line A1020 1,860 LNFT $ $

60201-0900 Line A1040 77 LNFT $ $

60201-1000 Line A1060 67 LNFT $ $

60210-0800 Line A1080 1 EACH $ $

60220-3150 Line A1100 60 LNFT $ $

60304-0000 Line A1120 60 LNFT $ $

ROCK DOWEL

ROADWAY AGGREGATE, METHOD 2

DITCH RECONDITIONING

AGGREGATE-TOPSOIL COURSE, 3-INCH DEPTH

AGGREGATE-TOPSOIL COURSE, 6-INCH DEPTH

ASPHALT PAVEMENT MILLING (7 1/2 INCH DEPTH)

CONCRETE, HEADWALL

24-INCH PIPE CULVERT

30-INCH PIPE CULVERT

36-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE II PAVEMENT ROUGHNESS)

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

ASPHALT CONCRETE PAVEMENT, TYPE 1

ASPHALT CONCRETE PAVEMENT, TYPE 2, WEDGE AND LEVELING COURSE

TACK COAT (CSS-1, CSS-1H, SS-1, SS-1H)

10 FEET SPAN, 8 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

STRUCTURAL PLATE ARCH

A-11

Schedule A Account: ALL

Project No: WA NPS OLYM 11(9)

WA CLALLAM 92210(1)

Name: REHABILITATE ROUTE 11, LAKE CRESCENT ROAD (US CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60409-0001 Line A1140 23 EACH $ $

60501-0000 Line A1160 12,500 LNFT $ $

60704-0000 Line A1180 3 EACH $ $

60707-0300 Line A1200 51 LNFT $ $

60902-0500 Line A1220 500 LNFT $ $

60905-1000 Line A1240 1,500 LNFT $ $

60915-1000 Line A1260 75 EACH $ $

61701-1950 Line A1280 47,200 LNFT $ $

61702-0000 Line A1300 2 EACH $ $

61702-0600 Line A1320 12 EACH $ $

61702-0800 Line A1340 36 EACH $ $

61707-1000 Line A1360 100 LNFT $ $

61901-2250 Line A1380 967 LNFT $ $

62001-1200 Line A1400 10 CUYD $ $

62010-1000 Line A1420 50 LNFT $ $

62201-0350 Line A1440 40 HOUR $ $

62201-3000 Line A1460 40 HOUR $ $

62201-3750 Line A1480 10 HOUR $ $

62301-0000 Line A1500 80 HOUR $ $

CURB AND GUTTER, CONCRETE, 7-INCH DEPTH

GUTTER, CONCRETE

WHEELSTOP, CONCRETE (LOG PATTERN)

GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS

TERMINAL SECTION (TYPE 4)

TERMINAL SECTION, TYPE FLARED

INLET TOP

STANDARD UNDERDRAIN SYSTEM

CLEANING CULVERT IN PLACE

LINING 18-INCH PIPE CULVERT

HYDRAULIC EXCAVATOR

CHAIN SAW

GENERAL LABOR

TERMINAL SECTION TYPE TANGENT

STRUCTURE TRANSITION RAILING, G4 SYSTEM

FENCE, RAIL (LOG)

RUBBLE MASONRY, MEDIUM POINTED FINISH

STONE MASONRY GUARDWALL

BACKHOE

A-12

Schedule A Account: ALL

Project No: WA NPS OLYM 11(9)

WA CLALLAM 92210(1)

Name: REHABILITATE ROUTE 11, LAKE CRESCENT ROAD (US CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62302-0100 Line A1520 300 HOUR $ $

62502-0000 Line A1540 2,000 SQYD $ $

62641-0000 Line A1560 1 EACH $ $

62901-1100 Line A1580 1,130 SQYD $ $

63301-0000 Line A1600 2 EACH $ $

63302-0000 Line A1620 1,267 SQFT $ $

63309-0900 Line A1640 650 EACH $ $

63401-0300 Line A1660 335,500 LNFT $ $

63401-0300 Line A1680 333,088 LNFT $ $

63401-0400 Line A1700 34,000 LNFT $ $

63401-0450 Line A1720 5,400 LNFT $ $

63405-0500 Line A1740 6 EACH $ $

63405-0550 Line A1760 2 EACH $ $

63405-0850 Line A1780 2 EACH $ $

63407-0200 Line A1800 1,380 EACH $ $

63407-0300 Line A1820 130 EACH $ $

63502-0600 Line A1840 16 EACH $ $

63502-1250 Line A1860 540 EACH $ $

63502-1300 Line A1880 260 EACH $ $

SPECIAL LABOR, SLOPE SCALING

TURF ESTABLISHMENT

TREE WELL (ROCKERY WALL)

PAVEMENT MARKINGS, TYPE B, BROKEN (WHITE)

PAVEMENT MARKINGS, TYPE B, DOTTED (WHITE)

PAVEMENT MARKINGS, TYPE B, TURN ARROW

PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

RECESSED PAVEMENT MARKER, BI-DIRECTIONAL REFLECTIVE (YELLOW)

ROLLED EROSION CONTROL PRODUCT, TYPE 4 (TEMPORARY)

SIGN SYSTEM (INTERPRETIVE)

SIGN SYSTEM

DELINEATOR, TYPE FLEXIBLE (BROWN)

PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

RECESSED PAVEMENT MARKER, MONO-DIRECTIONAL REFLECTIVE (WHITE)

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

TEMPORARY TRAFFIC CONTROL, DRUM

A-13

Schedule A Account: ALL

Project No: WA NPS OLYM 11(9)

WA CLALLAM 92210(1)

Name: REHABILITATE ROUTE 11, LAKE CRESCENT ROAD (US CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63502-1500 Line A1900 50 EACH $ $

63502-1600 Line A1920 6 EACH $ $

63502-1700 Line A1940 506 EACH $ $

63502-2000 Line A1960 9 EACH $ $

63502-2100 Line A1980 4 EACH $ $

63502-3100 Line A2000 3 EACH $ $

63503-0400 Line A2020 5,000 LNFT $ $

63503-0400 Line A2040 475 LNFT $ $

63503-0700 Line A2060 62,000 LNFT $ $

63504-1000 Line A2080 1,349 SQFT $ $

63506-0600 Line A2100 20,150 HOUR $ $

63507-0700 Line A2120 1,010 DAY $ $

63509-1000 Line A2140 45,500 FXHR 56.00$ 2,548,000.00$

64603-0900 Line A2160 2 EACH $ $

64603-1500 Line A2180 2 EACH $ $

64604-1000 Line A2200 100 LNFT $ $

64625-1000 Line A2220 200 EACH $ $

64630-0000 Line A2240 ALL LPSM $

64703-6000 Line A2260 34 EACH $ $

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER(WITH MOUNTED ROCK PROTECTION)

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

FIXTURE, SHELTER (BUS)

FIXTURE, HANDRAIL

MAINTENANCE, TOILET

ROADSIDE DEVELOPMENT (ENTRANCE SIGN)

MITIGATION, FISH PASSAGE BOULDER

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, FLAGGER

FIXTURE, PORTABLE TOILET

A-14

Schedule A Account: ALL

Project No: WA NPS OLYM 11(9)

WA CLALLAM 92210(1)

Name: REHABILITATE ROUTE 11, LAKE CRESCENT ROAD (US CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

64704-1000 Line A2280 230 CUYD $ $

64704-1600 Line A2300 570 CUYD $ $

65103-0000 Line A2320 400 LNFT $ $

MITIGATION, STREAMBED MATERIAL

MITIGATION, STREAMBED CHANNEL RECONSTRUCTION

TEMPORARY ROADWAY PROTECTION

F-73 DIVISION 600

Special Contract Requirements Project: WA NPS OLYM 11(9) Rehabilitate Route 11, Lake Crescent Road (US HWY 101);

WA CLALLAM 92210(1), East Beach Road

Section 646. — ROADSIDE DEVELOPMENT

(ADDED SECTION)

Description

646.01 This work consists of furnishing materials and constructing of stone masonry guardwall with sign, bus shelter pads and installation of handrail.

Material

646.02 Conform to the following Subsections:

Concrete 601 Bedding material 704.02 Reinforcing steel 709.01 Panting and finishing 719.04 Hardware 716.02 Non shrink grout 725.13(b) Mulch 713.05(b) Topsoil 713.01 Geotextile 714.01 Treated structural timber (Peeled logs) 716.03

Construction Requirements

646.03 General. Perform excavation and embankment according to Section 209.

Perform concrete work according to Section 601.

646.04 Stone Masonry Guardwall with Entrance Sign Support. Construct stone masonry guardwall, sign base, entrance sign support as shown on the plans and directed by the CO.

Perform stone masonry guardwall work according to Section 620.

646.05 Bus Shelter. Construct bus shelter pads at Barnes Point Transit Stop turnouts. Install government provided shelters as per manufactures instructions.

646.06 Handrail. Provide railing as follows:

Provide handrails with the dimension shown on the plans. Submit for approval by the CO, manufacturer’s literature, drawings or other documents detailing the post and rail system. Allow 14 days for each review. Submit to the CO for approval, samples of the hand rail components including post, rail, terminal end treatments, and installation instructions. Provide samples that

Revised by Amendment A002

G-13 DIVISION 700

Special Contract Requirements Project: WA NPS OLYM 11(9) Rehabilitate Route 11, Lake Crescent Road (US HWY 101);

WA CLALLAM 92210(1), East Beach Road

Section 720. — STRUCTURAL WALL AND STABILIZED

EMBANKMENT MATERIAL

720.01 Mechanically-Stabilized Earth Wall Material. Add the following:

(k) Welded wire form. Use W4.0 x W4.0, 3-inch4-inch by 4-inch – W4.7 x W4.7 galvanized welded wire fabric conforming to AASHTO M 55 and fy ≥ 72,500 psi. Make a weld at each connection that has minimum shear strength of 35,000 psi.

(l) Support struts. Fabricate the support struts from cold drawn steel wire conforming to AASHTO M 32. Galvanize the struts according to AASHTO M 232.

(m) Permanent fasteners.

(1) Lacing wire. Furnish nominal-sized 0.086-inch diameter wire of the same type, strength, and coating as the basket mesh.

(2) Spiral binders. Form with wire having at least the same diameter, type, strength, and coating as the basket mesh.

(3) Alternate fasteners. Furnish fasteners according to the welded wire form manufacturer's specification that remain closed when subjected to a 585-pound tensile force while confining the maximum number of wires to be confined in the facing element. Submit installation procedures and fastener test results.

Revised by Amendment A002