REPAIR ROUTE 219 Drawings.pdf

WS-85110-2025-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/Rebuild Route 219

COVER

REP

REP

Gilbert Bustillos

Robert Lopez III

NONE

REPAIR/REBUILD ROUTE 219

ISSUED FOR

CONSTRUCTION

May 2025

W H

I T E

S ANDS MI SSI L E

R

AN

G E

B I RTHPL ACE

OF

AMERI CA' S MI SSI LE & SPAC

E

AC

TI

V I T

Y

AutoCAD SHX Text

WHITE SANDS MISSILE RANGE, NEW MEXICO

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

ENGINEERING DIVISION

1. 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 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 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 actual construction conditions and work of other trades permit.

5. 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 construction drawings to the KO in writing before the RFI deadline during the solicitation phase, prior to providing their bid.

7. Contractor shall coordinate all utility locates with DPW, NM811 and NM Gas Company. Contractor shall pothole all existing utilities prior to any work being performed per SOW 2.9.5. Any damage done to utility lines shall be corrected at no cost to the government. Contractor shall field verify all quantities.

8. 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.

9. The contractor shall reconstruct Range Road 219 roadway per Details on Plan Sheet 4. Contractor shall not disturb the 4 existing tank trails located on RR219. Any damage done to the tank trails shall be corrected at no cost to the government. Contractor shall not disturb the existing culverts, any damage to the culvert shall be corrected at no cost to the government.

10. Contractor shall remove and dispose of existing asphalt off-site at a permitted location approved to accept construction debris.

11. 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.

12. Contractor shall apply tack coat per section 407 (NMSHTD) of the contract specifications.

13. Contractor shall apply a new asphalt mix with an aggregate grading designation of "SP-IV" asphalt surface course that complies with Section 423 (New Mexico Standard Specifications, 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, approximately

8,500SY.

1. 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 Thermoplastic pavement marking material with glass beads per Section 634.08 of the FP-03 & Plan Sheet 5 of drawings. Application shall be 12 pounds of beads per 100 S.F.

3. 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 per mfg. instructions.1. All sign materials and installation shall comply with the latest edition of the Manual on Uniform Traffic Control Devices, Section 701 of NMSHTD and Plan Sheet 5.

2. All sign panels shall conform to ASTM B 209. Sign panels shall be constructed of 0.125" Aluminum.

3. All traffic signs shall have 2 - 1.75"x1.75" galvanized square post conforming to ASTM A 1011, grade 55.

4. All sign sheeting shall comply with ASTM D4956 Type IX Diamond Grade VIP Sheeting.

5. NCHRP 350 compliant breakaways sleeves shall be required on all sign installations with the exception of delineators.

6. All new traffic signs, specifications and placement distances shall be per sign details and sign distance tables of the "standard highway signs" standard manual, 2009 edition.

7. All new signs shall be installed at designated areas and new sign posts shall have a "slipbase system" & shall be installed at a safe clear distance from the existing curb or edge of pavement.

8. All traffic signs and posts shall be disposed offsite at a State Licensed Landfill.

General Notes:

Traffic Signs Notes

Traffic Control Plan Notes:

1. 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 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 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.

Material Testing Notes:

1. 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.

1. Contractor shall coordinate with NM Gas Company and follow all processes and procedures for the two (2) High Pressure gas Lines.

2. Contractor shall extend the concrete (DPW gas line) protection to the width of the new roadway, three (3) feet on both sides.

3. Concrete shall be 4000PSI, no reinforcement required.

14. Contractor shall apply water for dust control per section 158 of the Federal Highway Administration (FP-03). Water usage will be reported to the COR monthly. Contractor may utilize water standpipe located at the Main Cantonment (Lat. = 32.3690 Long. = -106.4791).

Approximately 7.0 miles west of project. Alternate water source is a fire hydrant located at 32.3758, -106.4788, 6 miles from project. Contractor shall supply backflow prevention for fire hydrant and coordinate with the DPW water department.

15. COR will need to coordinate with Mr. Doug Miller to ensure that construction crews are not present when explosive operations are occurring. 575-678-7449.

16. A borrow pit is available for use. Borrow pit is located North of RR2 LAT: 32.3890, LONG: -106.4732 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.

Approximate distance from project site is 30.00 miles southwest of the project.

17. 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.

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

GENERAL NOTES

REP

REP

NONE

ISSUED FOR

CONSTRUCTION

Repair/RR 219

WS-85110-2025-C-G-02

Gilbert Bustillos

Robert Lopez III

May 2025

AutoCAD SHX Text Pavement Marking Notes:

AutoCAD SHX Text

Gas line:

29 MAY 2025 ADDENDUM 1 REVISION 2 CONCRETE TURNDOWNS REP

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

SITE LOCATION

REP

REP

NONE

BEGIN PROJECT

LAT. = 32.3641

LONG. = -106.4071

END PROJECT AT

GATE

LAT. = 32.3584

LONG. = -106.4151

RR219

PROPOSED

STAGING AREA

LAT. = 32.3590

LONG. = -106.4146

N

SITE PLAN

NO SCALE

ISSUED FOR

CONSTRUCTION

Repair/RR 219

R R

NM GAS

LAT. = 32.3622

LONG. = -106.4097

WSMR GAS

LAT. = 32.3616

LONG. = -106.4106

WSMR SEWER

LINE

LAT. = 32.3591

LONG. = -106.4141

WSMR WATER LINE

LAT. = 32.361548

LONG. = -106.410626

COMMO LINE

LAT. = 32.3639

LONG. = -106.4074

COMMO LINE

LAT. = 32.3621

LONG. = -106.4100

EXISTING CULVERT

LAT. = 32.3622

LONG. = -106.4098

EXISTING CULVERT

LAT. = 32.3626

LONG. = -106.4093

COMMO LINE

LAT. = 32.3618

LONG. = -106.4103

EXISTING CMP

WATER CROSSING

LAT. = 32.3617

LONG. = -106.4104

COMMO AND GAS LINES AT

DRIVEWAYS NO SCALE

GENERAL NOTES:

1. Commo lines run the length of the roadway on both sides approximately 5-7' from the edge of roadway.

2. NM Gas lines run across RR219 at LAT:

32.3622, LONG: -106.4097 also crosses the driveway to the South at LAT: 32.3616, LONG: -106.4100.

3. Contractor shall coordinate all utility locates with DPW, NM811 and NM Gas Company.

Contractor shall pothole all existing utilities prior to any work being performed per SOW

2.9.5. Any damage done to utility lines shall

be corrected at no cost to the government.

NM GAS

LAT. = 32.3616

LONG. = -106.4100

COMMO LINE

LAT. = 32.3618

LONG. = -106.4101

COMMO LINE

LAT. = 32.3620

LONG. = -106.4101

COMMO LINE

LAT. = 32.3619

LONG. = -106.4103

COMMO LINE

LAT. = 32.3618

LONG. = -106.4103

WS-85110-2025-C-S-03

Gilbert Bustillos

Robert Lopez III

May 2025

Paving limit is 50' from edge of pavement on 219.

RR 219

(WATERLINE RUNS THE ENTIRE LENGTH OF THE ROADWAY APPROXIMATELY 8' FROM EOP)

AutoCAD SHX Text 20'

AutoCAD SHX Text 13'

AutoCAD SHX Text 19'

AutoCAD SHX Text 19'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'-7'

AutoCAD SHX Text 15'

AutoCAD SHX Text 65'

AutoCAD SHX Text 30'

5'-7'

NEW TYPE "SP-IV" 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

SUBBASE - SCARIFTY TO 8

INCHES AND COMPACT TO 96%

PER ASTM D1557

NEW TYPE "SP-IV"

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 AND

COMPACT TO 96%

PER ASTM D1557

Slope 14"/FT

TRAVEL WAY TRAVEL WAY

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

18'

18'

0.60 Miles

Project Area

(RR219)

500'

20'

20'

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

NEW WORK

REP

REP

NONE

FINAL ROAD WIDTH:

1. TW = Traveled Way Width = 12 feet.

2. Contractor shall apply new center line to all new paved areas per Section 634.08 of the Federal Highway Administrations (FP-03) and the MUTCD.

ROADWAY CONSTRUCTION NOTES:

1. Contractor shall saw cut existing asphalt pavement with a smooth and straight cut at both ends of the project site.

2. Contractor shall remove asphalt (0.60 miles in length at 18 feet wide) surface course and dispose of off-site at a location permitted to accept construction debris.

3. Contractor shall scarify subgrade 8" and compact to 96%.

4. 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. Compact new base course on roadway and shoulders to a minimum of 6 inches to a maximum density of 96% per ASTM D1557.

5. Contractor shall apply a tack coat per Sections 407 of NMSHTD respectively.

6. Contractor shall apply a new Type "SP IV" asphalt surface course that complies with Section 423 of NMSHTD (2019 Edition) and performance grade shall be PG 64-22. Asphalt surface shall be 24', have a minimum thickness of 3 inches on roadway.

Contractor shall match existing elevation and slopes to provide a smooth transition. Contractor shall backfill edge of pavement.

7. 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.

CROSS SECTION TYPICAL ASPHALT ROADWAY

NO SCALE

ISSUED FOR

CONSTRUCTION

Project Limits

NO SCALE

Repair/RR 219

Pave to Concrete/Gate

Driveways

NO SCALE

WS-85110-2025-C-NW-04

Gilbert Bustillos

Robert Lopez III

May 2025

RR 19

Gate

G at e

1 May 21 2025 Clarify project limits.

AutoCAD SHX Text 50'

AutoCAD SHX Text 25'

AutoCAD SHX Text 50'

AutoCAD SHX Text 25'

AutoCAD SHX Text 50'

AutoCAD SHX Text 10'

AutoCAD SHX Text 13'

AutoCAD SHX Text 19'

AutoCAD SHX Text 19'

AutoCAD SHX Text D3

AutoCAD SHX Text D1

D2

29 MAY 2025 ADDENDUM 1 REVISION 2 CONCRETE TURNDOWNS REP

Turndown Concrete Curb

3" Asphalt Overlay

8' MIN past road width per side

18'

Project Area 500'

20'

20'

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

CONCRETE TURNDOWN ADDENDUM 1

REP

REP

NONE

ISSUED FOR

CONSTRUCTION

Repair/RR 219

COMMO AND GAS LINES AT

DRIVEWAYS NO SCALE

NM GAS

LAT. = 32.3616

LONG. = -106.4100

COMMO LINE

LAT. = 32.3620

LONG. = -106.4101

WS-85110-2025-C-S-05

Gilbert Bustillos

Robert Lopez III

May 2025

Paving limit is 50' from edge of pavement on 219.

Place concrete turndown at each transition.

1. 4,000 PSI REDI-MIX shall comply with

AASHTO M157-06.

2a. Slump 3" per ASTM 157-06.

2b. 4-6% Max Air Entrainment.

2c. Sampling and Testing in accordance with cast-in-place concrete specification by a certified third party laboratory.

2. Construct concrete turn down curb at the end of each driveway and end of roadway at the gates, for a total of 5.

TURN DOWN

TYPICAL END OF ROAD CONCRETE TURN DOWN

NO SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text 13'

AutoCAD SHX Text 19'

AutoCAD SHX Text 19'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'-7'

AutoCAD SHX Text 15'

AutoCAD SHX Text 65'

AutoCAD SHX Text 30'

AutoCAD SHX Text 5'-7'

AutoCAD SHX Text 12"

AutoCAD SHX Text D4

18"

2' min - 6' max 4'-0"

Varies

Color:

Reflectorized Black & Yellow Design.

TYPICAL DELINEATOR

NTS

Edge of Shoulder

3" Dia.

3'-0"

.802"

.182"

2.037"

Y

Y

XX .841"

2' MIN - 12' MAX

3'-0"

VARIES

OBJECT MARKER SIGN

NTS

EDGE OF SHOULDER

1'

2' MIN

3'-0"

VARIES

1'

CL

BOLT

CONFIGURATION

NTS

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

4"

4"

4"

4"

Passing Line or Skip Line

Solid No - Passing Line or Shoulder Stripping

Double Yellow CenterlinePAVEMENT MARKING

TYPICAL SHOULDER/CENTER

STRIPE

DIMENSIONS

NTS

4"

2' MIN - 6' MAX

7'-0"

VARIES

Traffic Sign Notes:

1. All Sign panels shall be constructed of 0.125" Aluminum.

2. See sign schedule for sheeting type.

3. Breakaways required on all sign installations EXCEPT delineators.

TYPICAL TRAFFIC CONTROL SIGN

NTS

EDGE OF SHOULDER

VARIES

6'-0"

Advisory Speed Sign Type W13-1

SIGN POST NOTES:

The weight of each sign/delineator post before punching is 2.27 & 1.12 lbs/ft. The sign/delineator post is punched with 0.375" diameter holes on 1.0" centers full length. First hole and last hole 1.0" from end of post.

MIN. SIGN POST WEIGHTS:

Double Square Post Configuration * 2.27 lbs/ft.

Single Square Post * 2.27 lbs/ft.

U-Channel Delineator * 1.12 lbs/ft.

Object Markers Square Post * 2.27 lbs/ft.

HOLES 1" FOUR SIDES, 1.75" X

1.75" HOT GALVANIZED POST; 12

GAUGE W/NESTED POST

ANCHOR SYSTEM IN

ACCORDANCE WITH ASTM A 653

OR ASTM A 123

ANCHOR SLEEVE

(ONE SIZE LARGER

THAN POST)

BENDING DESIGN

BREAKAWAY

ANCHOR SLEEVE

(ONE SIZE LARGER

THAN POST)

HOLES 1" FOUR SIDES, 1.75" X 1.75" HOT

GALVANIZED POST; 12 GAUGE

W/NESTED POST ANCHOR SYSTEM IN

ACCORDANCE WITH ASTM A 653 OR

ASTM A 123

BENDING DESIGN

BREAKAWAY

2' MIN

11' LANE MIN.

11' LANE MIN.

3:1

6:1 3:1

DROP OFF POLICY

NTS

MILE MARKER

NTS

Edge of Shoulder

10"

MILE

X X

GREEN POWDER COATED

U-CHANNEL POSTS WITH

PREPUNCHED 3 8" MOUNT

HOLES AT 1" CENTERS

HOLE TO HOLE, 2 LBS/FT

2' min - 6' max 4'-0"

Varies

3'-0"

27"

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

ROADWAY SIGN/MARKING DETAIL

REP

REP

NONE

Traffic Sign Notes:

1. All sign materials and installation shall comply with the latest edition of the Manual on Uniform Traffic Control Devices and per Details this Sheet.

2. All sign panels shall conform to ASTM B 209.

Sign panels shall be constructed of 0.125" Aluminum.

3. All sign sheeting shall comply with ASTM D4956 Type IX Diamond Grade VIP Sheeting.

4. Sign Posts shall be 1.75"x1.75" galvanized square post conforming to ASTM A 1011, grade 55.

5. NCHRP 350 compliant breakaways shall be required on all sign installations with the EXCEPTION of delineators. Breakaways shall be 2.0"x2.0"x36" galvanized square post conforming to ASTM A 1011, grade 55.

6. Contractor shall remove all existing traffic signs and delineators within the project area and install new signs per schedule. All signage material(s) shall be disposed of off-site at an approved State Licensed Landfill.

Roadway Markings/Stripe Notes:

1. Contractor shall restripe shoulder and centerline roadway striping on WSMR, RR219 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.

4. Prepare road surface and apply per mfg.

instructions.

ISSUED FOR

CONSTRUCTION

Repair/RR 219

WS-85110-2025-C-D-06

Gilbert Bustillos

Robert Lopez III

May 2025