Repair RR21_100_ design (1).pdf

WS-85210-2024-C-G-01

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

Repair RR21

COVER

REP

REP

James Nunez

Robert Lopez

March 15, 2024 NONE

100%

Bid Set

REPAIR RR21

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AutoCAD SHX Text

WHITE SANDS MISSILE RANGE, NEW MEXICO

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

ENGINEERING DIVISION

WS-85210-2024-C-GN-02

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

Repair RR21

GENERAL NOTES

REP

REP

James Nunez

Robert Lopez

March 2024 NONE

100%

Bid Set

AutoCAD SHX Text

1. Contractor shall coordinate all work with existing conditions and Contractor shall coordinate all work with existing conditions and construction drawings. Contractor shall 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 is to furnish, transport, install, connect, warrant, and start-up, inclusively. 4. The drawings are diagrammatic only but shall be followed as closely as The drawings are diagrammatic only but shall be followed as closely as actual construction conditions and work of other trades permit. 5. Upon completion of work, contractor shall provide within 10 days, Upon completion of work, contractor shall provide within 10 days, manufacture's operating & maintenance manual for all equipment including replacement parts list. 6. Contractor shall report discrepancies between field conditions and new Contractor shall report discrepancies between field conditions and new construction drawings to the KO in writing before the RFI deadline during the solicitation phase, prior to providing their bid. 7. Contractor shall field verify all existing utilities prior to any excavation Contractor shall field verify all existing utilities prior to any excavation for new sign post/pole foundations per SOW 5.5. 8. Contractor shall remove and dispose of any existing asphalt pavement or Contractor shall remove and dispose of any existing asphalt pavement or rigid concrete. Contractor shall 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. Contractor shall provide a report on quantities of disposal to COR 9. Contractor shall provide a topographic survey site plan with existing Contractor shall provide a topographic survey site plan with existing grading elevations and proposed new grading and drainage plan for approval. Contractor shall cut and fill as necessary to achieve grades specified in the grading and drainage plan. 10. Contractor shall scarify existing asphalt surface course down to base per Contractor shall scarify existing asphalt surface course down to base per section 415, Pavement Surface Restoration of the New Mexico State Highway & Transportation Department (NMSHTD) Standard Specifications for Highway and Bridge Construction. 11. Contractor shall spread millings along the dirt shoulders on both sides of Contractor shall spread millings along the dirt shoulders on both sides of the roadway 5'-15' existing conditions permitting. Spread roll and compact to a uniform condition. Excess millings will be hauled to the WSMR maintenance yard. 12. Contractor shall install a base course layer that conforms to New Mexico Contractor shall install a base course layer that conforms to New Mexico Department of Transportation Specification, Graded Crushed Aggregate Base Course. Contractor shall compact base course layer to a uniform minimum compacted thickness of 6 inches to 96% per ASTM D1557. 13. Contractor shall apply tack coat per section 407 (NMSHTD) of the Contractor shall apply tack coat per section 407 (NMSHTD) of the contract specifications. 14. Contractor shall apply a new asphalt mix with an aggregate grading Contractor shall apply a new asphalt mix with an aggregate grading designation of "SP-III" asphalt surface course that complies with Section 423 (NMSHTD, 2019 Edition) of the contract specifications; performance grade shall be PG 64-22. Asphalt surface shall have a minimum uniform compacted thickness of 3 inches. 15. Contractor shall apply water for dust control per section 158 of the Contractor shall apply water for dust control per section 158 of the Federal Highway Administration (FP-03). Contractor shall utilize fire hydrant located at LAT= 32.3757, long = -106.4774, on Sioux St. approximately 9 miles South of project, the contractor must install a back flow prevention device that is approved by WSMR Water Plant manager, 575-678-1917. Alternate water source is located at LAT: 32.3692, LONG: -106.4791, a standpipe approximately 10 miles South of project. Metering of water usage shall be required and reported to the COR on a weekly basis by the amount of truck loads used per day 16. A borrow pit is available for use, located at LAT: 32.3889, LONG: A borrow pit is available for use, located at LAT: 32.3889, LONG: -106.4731, 8 mile south of the project. COR shall be notified at least 5 working days prior to removing any material. Quantities of material removed shall be reported to the COR on a weekly basis. When finished using borrow pit, contractor shall remove any grubbed vegetation and leave side slopes at a 4H:1V or flatter slope. 17. Contractor shall work one side of roadway at a time.Contractor shall work one side of roadway at a time.

AutoCAD SHX Text

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 5 and shall conform to the standard highway colors. 2. All pavement markings shall be installed by using Type "H" Extruded All pavement markings shall be installed by using Type "H" Extruded Type "H" Extruded Thermoplastic pavement marking material with glass beads per Section 634.08 of the FP-03 & Plan Sheet 5 of drawings. Application shall be . Application shall be 12# beads per 100 S.F. 3. All specifications for pavement markings shall be per the Manual on All specifications for pavement markings shall be per the Manual on Uniform Traffic Control Devices (MUTCD) standard manual, 2009 Edition. 4. Contractor shall prepare road surface prior to applying roadway markings Contractor shall prepare road surface prior to applying roadway markings per mfg. instructions.

AutoCAD SHX Text General Notes:

AutoCAD SHX Text Pavement Marking Notes::

AutoCAD SHX Text Traffic Control Plan Notes:

AutoCAD SHX Text

1. Contractor shall develop, and implement a Government approved traffic Contractor shall develop, and implement 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. During working hours contractor shall use mobile operation utilizing certified flagger, per standard drawing 702-01-1/5, to control the flow of traffic through the work zone. Submit traffic control plan and certifications to COR for approval. 2. Contractor shall use 2-Way Radios to maintain communication between Contractor shall use 2-Way Radios to maintain communication between flaggers. Contractor shall inform the COR forty eight hours in advance of obtaining and returning the radios. Contractor shall coordinate with WSMR Spectrum Management Services, POC is Shawn Hall 575-678-6547, three (3) Trunked Radios shall be issued to the contractor for the duration of the project. 3. NMDOT Drop Off Policy, per standard drawing 702-01-2/5, shall be NMDOT Drop Off Policy, per standard drawing 702-01-2/5, shall be followed in areas of pavement operations within the travel way and adjacent to the existing travel lane, contractor shall assure that no pavement drop-offs are left exposed during non-working hours. Contractor shall initiate corrective measures per New Mexico Department of Transportation Drop-Off Guideline to archive a minimum 3:1 slope adjacent to the existing travel lane with two 11 foot lanes as shown in the detail Sheet 5.

AutoCAD SHX Text Material Testing: 1. The contractor shall control the quality of the work and shall The contractor shall control the quality of the work and shall provide adequate testing to assure compliance with the specifications. During construction, material testing services shall During construction, material testing services shall include but not be limited to compaction of sub-grade, sub-base, base course, asphalt and concrete compressive strength. Testing shall be obtained from an independent certified third party material testing laboratory. 2. After completion of paving work, all paving shall be flooded with After completion of paving work, all paving shall be flooded with water and any resulting "birdbaths" shall be ringed with chalk. Such hollows shall be corrected with addition of asphalt paving materials and re-rolling until all paving is completely level and free from hollows and high spots at no additional cost to the government. 3. Contractor shall perform in-place density and compaction test of Contractor shall perform in-place density and compaction test of the completed pavement in accordance with CTM No. 375 to determine compliance with specified requirements. Test density core for each 250 tons of HMA. Maximum area size shall be 500 tons with a minimum of 3 test per location and 1 test for each 50 tons after. Each pavement area shall be an independent lot. Compaction shall be taken as an average for a pavement area. COR shall determine core location.

AutoCAD SHX Text Filter Fabric::

AutoCAD SHX Text

1. Prior to base course placement over subgrade contractor shall proof roll Prior to base course placement over subgrade contractor shall proof roll the subgrade. Provide and Place NMDOT approved Reinforced TY I Woven Filter Fabric on subgrade with a minimum overlap of 9 inches. Contractor shall ensure the work area is clean of debris and any damaged area need to be cleaned.

AutoCAD SHX Text Traffic Signs:

1. Contractor shall not disturb traffic roadway signs. Any traffic sign Contractor shall not disturb traffic roadway signs. Any traffic sign that has been damaged shall be replaced by the contractor but at no additional cost to the government.

WS-85210-2024-C-SP-03

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

Repair RR21

SITE PLAN

REP

REP

James Nunez

Robert Lopez

March 2024 NONE

BEGIN PROJECT LOCATION JUST

NORTH OF THE TANK TRAIL

LAT. = 32.4273

LONG. = -106.3851

END PROJECT LOCATION

LAT. = 32.4734

LONG. = -106.4101

R

R

PROPOSED STAGING

AREA

LAT. = 32.4274

LONG. = -106.3849

N

TYPICAL INTERSECTION ELEVATION VIEW

NO SCALE

SITE PLAN

NO SCALE

100%

Bid Set

R

R

TANK TRAIL

LAT. = 32.4272

LONG. = -106.3851

AutoCAD SHX Text GENERAL NOTES: 1. The contractor shall reconstruct Range Road 21 Section A-1A roadway per Detail D1 on Plan Sheet 4. er Detail D1 on Plan Sheet 4. 2. Contractor shall provide Temporary Traffic Control and water for dust control per specifications section 158 of the Federal Highway . Contractor shall provide Temporary Traffic Control and water for dust control per specifications section 158 of the Federal Highway Administration (FP-03). Contractor may utilize water standpipe located on Headquarters Ave (Lat. = 32.3692, Long. = -106.4791). Approximately 10 miles South of project. Alternate water source located at LAT= 32.3757, long = -106.4774 Approximately 8.5 miles South of project. 3. 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. Proposed staging are at LAT: 32.4274, LONG: -106.3849. 4. Construction limits extend the entire length of the project area and 50 feet from the road center line on each side of roadway. Contractor shall not disturb or damage any areas outside the construction limits. 5. Contractor Shall perform handwaork around the tank rail. Contractor shall not disturb or damage tank trail, if occurs contractor shall replace/fix tank trail at no cost to the government.

AutoCAD SHX Text

NEW TYPE "SP III" ASPHALT SURFACE COMPACTED TO A MINIMUM 3 INCH THICKNESS

AutoCAD SHX Text

TACK COAT

AutoCAD SHX Text

NEW BASE COURSE COMPACTED TO 96% PER ASTM D1557 TO A FINAL THICKNESS OF 6 INCHES

AutoCAD SHX Text EXISTING ASPHALT SURFACE. COLD MILL AND RE-MIX INTO EXISTING SUB-BASE. RECOMPACT SURFACE TO 96% PER ASTM D1557

AutoCAD SHX Text SUBBASE - SCARIFY TO 8 INCHES, FIELD COMPACT TO 92% - 96% OF MAXIMUM THEORETICAL VALUE, PER ASTM D1557

AutoCAD SHX Text D9

Filter Fabric

NEW TYPE "SP III" ASPHALT SURFACE

COMPACTED TO A MINIMUM OF 3 INCH

THICKNESS

TACK

COAT

NEW BASE COURSE COMPACTED

TO 96% PER ASTM D1557 TO A

FINAL THICKNESS OF 6 INCHES

EXISTING ASPHALT SURFACE.

SCARIFY AND RE-MIX INTO EXISTING

SUB-BASE. RECOMPACT SURFACE TO

96% PER ASTM D1557

SUBBASE - SCARIFY TO 8 INCHES

AND COMPACT TO 92%-96% PER

ASTM D1557

MINIMUM 3" NEW

TYPE "SP III"

ASPHALT PAVEMENT

SURFACE

TACK

COAT

OVERLAP BASE MIN.

12" FROM EDGE OF

HMAC

NEW BASE COURSE

COMPACTED TO 96% PER

ASTM D1557 TO A FINAL

THICKNESS OF 6 INCHES

NATIVE FILL - 3H:1V MAX

SLOPE. COMPACT TO 96%

PER ASTM D1557

SUBBASE - SCARIFY

TO 8 INCHES, field compaction of 92-96% maximum theoretical value.

BORDER

6' - 0" MIN 6' - 0" MIN

Slope

"/FT

TRAVELED WAY

TRAVELED WAY

BORDER

12' - 0" MIN 12' - 0" MIN

TY I Reinforced Filter Fabric

TY I Reinforced Filter Fabric

WS-85210-2024-C-G-04

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

Repair RR21

NEW WORK

REP

REP

James Nunez

Robert Lopez

March 2024 NONE

CROSS SECTION TYPICAL ASPHALT ROADWAY

NO SCALE

100%

Bid Set

AutoCAD SHX Text ROADWAY CONSTRUCTION NOTES: 1. Contractor shall saw cut existing asphalt pavement with a smooth and straight Contractor shall saw cut existing asphalt pavement with a smooth and straight cut at both ends of the project site. The contractor shall work one side at a time. 2. Contractor shall scarify existing asphalt (3.55 miles in length at 36 feet wide) surface course down to base per section 415, Pavement Surface Restoration of the New Mexico State Highway and Transportation Department Standard Specifications for Highway and Bridge Construction (NMSHTD). 3. Contractor shall spread millings on dirt shoulders. 5-15' existing conditions permitting. spread, roll and compact to a uniform condition. Excess milling shall be taken to the WSMR maintenance yard. 4. Prior to filter fabric placement contractor shall proof roll subgrade with either a pneumatic roller weighing a minimum of 25 tons or a 4000 gallon water truck filled to capacity. Subgrade shall exhibit no displacement when proof rolled. Contractor shall construct stabilized subgrade that proper drainage is maintained. 5. Provide and Place NMDOT approved Reinforced TY I Woven Geotextile on subgrade with a minimum overlap of 9 inches. Contractor shall ensure the work area is clean of debris and any damaged area need to be cleaned. 6. Contractor shall apply new aggregate base course surface. Base course shall be a Type II and contractor shall comply with Section 303 of NMSHTD (2019 Edition). Gradation of aggregates shall comply with Table 303.2.2:2 of NMSHTD.

AutoCAD SHX Text D1

Compact new base course on roadway and shoulders to a minimum of 6 inches to a maximum density of 96% per ASTM D1557. 7. Contractor shall apply a tack coat per Sections 407 of NMSHTD respectively. 8. Contractor shall apply a new Type "SP III" asphalt surface course that complies with Section 423 of NMSHTD (2019 Edition) and performance grade shall be PG 64-22. Asphalt surface shall have a minimum thickness of 3 inches on roadway and shoulders. 9. Contractor shall backfill EOP on both sides of roadway. 10. All work shall be performed in a manner that provides 24 hour vehicular access through the entire length of project area and adjacent roads in a safe manner.

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"

11' LANE MIN.

11' LANE MIN.

DROP OFF POLICY

NTS

WS-85210-2024-C-DT-05

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

Repair RR21

PAVEMENT MARKINGS DETAIL

REP

REP

James Nunez

Robert Lopez

March 2024 NONE

100%

Bid Set

Roadway Markings/Stripe Notes:

1. Contractor shall restripe shoulder and centerline roadway striping on WSMR, RR21 Section A-1A per Details this Sheet.

2. Contractor shall provide white shoulders and yellow center striping.

3. All markings shall be a 4" Type "H"

Extruded Thermoplastic Traffic Marking and shall comply with Section 634.08 of the

FP-03 and the Manual on Uniform Traffic

Control Devices. Apply 12# beads per

100SF.

4. Prepare road surface and apply per mfg.

instructions.