DPW048691P RR15 Crack Fog Seal DRAWINGS W911SG21B0003.pdf

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CONCURRENCES

Note: Signatures affixed on this sheet indicate official recommendation and approval of all the drawings in this set as indexed on this sheet.

Garrison Safety

Physical Security

Fire Department

DPW Environmental

Anti-Terrorism/Force Protection

Information Management

Operations and Maintenance Division

Customer 1

Date

Date

Date

Date

Date

Date

Date

Date

Customer 2 Date

100% BID SET

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DESIGNED BY

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CHIEF, ENGINEERING DIVISION

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APPROVED

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BRANCH CHIEF

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SUBMITTED

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DRAWN BY

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NO.

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WHITE SANDS MISSILE RANGE, N.M.

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DRAWING NUMBER

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DESCRIPTION

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BY

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FY21 CRACK/FOG SEAL ROUTE 15

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COVER SHEET/DRAWING INDEX

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AutoCAD SHX Text Route 15

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WS-RR15-2021-G-GI-01

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DIRECTORATE OF PUBLIC WORKS

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REP

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REP

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AutoCAD SHX Text Rafael Acosta

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MAY 2021

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NONE

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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DIRECTORATE OF PUBLIC WORKS

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ENGINEERING DIVISION

AutoCAD SHX Text FY21 Crack/Fog Seal Recondition

100% BID SET

1. Contractor shall coordinate all work with existing conditions and construction Contractor shall coordinate all work with existing conditions and construction drawings. Provide all equipment, material and labor as required for complete functional system. 2. All materials and equipment shall be installed in accordance with All materials and equipment shall be installed in accordance with manufacture's published recommendations, contract documents, industry standards and all federal, state, and local codes and amendments as adopted by the government for service intended by the Contracting Officer (KO). The install of all materials and equipment shall be made by experience and licensed craftsman in a neat workman like manner. All materials, supervision, labor, tool, costs and services necessary to completely install a functional system shall be furnished by the contractor. 3. The term "provide" used in the drawings and scope of work implies the The term "provide" used in the drawings and scope of work implies the contractor shall furnish, transport, install, connect, warrant, and start-up, inclusively. 4. The drawings are diagrammatic only but are required to be followed as The drawings are diagrammatic only but are required to be followed as closely as actual construction conditions and work of other trades permit. 5. Contractor shall report discrepancies between field conditions and new Contractor shall report discrepancies between field conditions and new construction drawings to the KO prior to providing their bid. 6. Should there be any concern by the contractor, either before or after the Should there be any concern by the contractor, either before or after the closing date, the contractor is to submit a Request For Information (RFI) through the proper procedures to have his/her concerns resolved. 7. Contractor is to field verify all existing utilities prior to any excavation per Contractor is to field verify all existing utilities prior to any excavation per SOW 5.5. 8. Remove and dispose of any existing asphalt pavement or rigid concrete. Remove and dispose of any existing asphalt pavement or rigid concrete. Contractor may dispose rigid concrete at the WSMR Hughes Reclamation Area (Main Cantonment) located at the intersection of Watertown and Hughes Ave. Rigid concrete shall be free of rebar and/or all debris. 9. Contractor shall apply water for dust control per section 158 of the Federal Contractor shall apply water for dust control per section 158 of the Federal Highway Administration (FP-03). Contractor may utilize water standpipe located south of project (Lat. = 32.3692, °Long.=-106.4790). Approximate distance from RR15 project site is 12 miles.

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1. All pavement markings & striping shall be 4" wide, white or yellow as All pavement markings & striping shall be 4" wide, white or yellow as indicated on the details and Plan Sheet 4 and shall conform to the Plan Sheet 4 and shall conform to the nd shall conform to the standard highway colors. 2. All pavement markings shall to be installed by using Type "H" All pavement markings shall to be installed by using Type "H" Type "H" Thermoplastic with glass beads per FP-03 634.08. Plan Sheet 4 of drawings. of drawings. . 3. All specifications for pavement markings shall be in accordance with All specifications for pavement markings shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) standard manual, 2009 Edition. 4. Prepare road surface prior to applying roadway markings per mfg. Prepare road surface prior to applying roadway markings per mfg. instructions. Quantity per section to include one coats each shall be, Quantity per section to include one coats each shall be, RR 15 = 78,600 LF, AutoCAD SHX Text General Notes:

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1. Develop and submit to design engineer a Government approved traffic Develop and submit to design engineer a Government approved traffic control plan for all elements of work. Traffic control plan shall be developed, implemented and maintained in accordance with the NMSHTD, Sections 618, 702 and Chapter 6 of the Manual on Uniform Traffic Control Devices. All work shall be performed in a manner that provides 24 hour per day, 7 days a week, vehicular access adjacent to project area.

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DESIGNED BY

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CHIEF, ENGINEERING DIVISION

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APPROVED

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BRANCH CHIEF

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SUBMITTED

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PROJECT MANAGER

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DRAWN BY

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NO.

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DATE

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WHITE SANDS MISSILE RANGE, N.M.

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GENERAL NOTES

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AutoCAD SHX Text Route 15

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WS-RR15-2021-C-G-02

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DIRECTORATE OF PUBLIC WORKS

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REP

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REP

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AutoCAD SHX Text Rafael Acosta

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NONE

END CRACK/FOG SEAL

LAT. = 32.615522

LONG. = 106.298417

ROUTE 15, PLAN VIEW

NO SCALE

N

BEGIN CRACK/FOG SEAL

LAT. = 32.400367

LONG. = 106.299986

Crack Sealing Notes:

1. Crack and joint sealant material shall be hot-poured sealant conforming to the general and physical requirements of AASHTO M301 or AASHTO M173.

2. Routers shall be equipped with bits that are in., in diameter, or greater as dictated by the project requirements, and which provide a to 1 in., depth of cut.

3. Cracks shall be routed and cleaned prior to placing crack and joint sealant material.

4. Seal each joint such that, after cooling, the level of the sealant is no more than in., below the pavement surface, but not above the pavement surface. Use a squeegee to ensure that a 3 in., wide band is centered on the finished sealed crack.

5. Provide a SealMaster Tire Rubber Modified Surface Sealer (TRMSS) fog seal or

Government approved equal on the 14.88 mile stretch of Route 15, per manufacturer specifications.

6. Vehicular traffic shall not be permitted on the pavement surface for a minimum of two hours after application to allow for curing and eliminate pickup or tracking of the sealant.

Contractor shall follow manufacturer recommendations for curing times. Curing times are dependent upon weather and ambient temperature.

7. Government will provide to the contractor, approval for all equipment, material staging areas and heavy truck turn-around areas. Areas will be assessed for environmental considerations by DPW Environmental Division prior to use.

PROPOSED STAGING AREA

LAT. = 32.464633

LONG. = 106.300183

PROPOSED STAGING AREA

LAT. = 32.610703

LONG. = 106.297903

RR2

RR256

RR251

RR202

100% BID SET

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WSMR BOUNDARY

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WHITE SANDS MISSILE RANGE, N.M.

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SITE PLAN

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WS-RR15-2021-C-SP-03

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NONE

GENERAL NOTES:

1. Longitudinal location of no passing yellow lines shall be field verified by the Contractor.

2. All traffic control devices and markings shall conform with the

"Manual on Uniform Traffic Control Devices for Streets and

Highways".

10'-0" 10'-0"30'-0"

4"

4"

4"

4"

Passing Line or

Skip Line

Solid No - Passing Line or

Shoulder Stripping

Double Yellow

Centerline

PAVEMENT MARKING

TYPICAL SHOULDER/CENTER

STRIPE

DIMENSIONS

NTS

4"

STRIPE NOTES:

1. All Paint Markings shall comply with the Manual on

Uniform Traffic Control Devices and Detail this Sheet.

2. Apply one coats of a Type "H" Thermoplastic with glass beads per FP-03 634.08.

3. Restripe centerline on Route 15.

100% BID SET

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WHITE SANDS MISSILE RANGE, N.M.

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ROADWAY TRAFFIC SIGN & MARKING DETAILS

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WS-RR15-2021-C-DT-04

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REP

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REP

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NONE