DPW057562P_Plans - Repair Range Road 6 Section 6 W911SG22B0009.pdf

WS-PR06S06-2022-C-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

COVER

REP

REP

Rafael Acosta

April 2022 NONE

REPAIR ROUTE 6 SECTION 6-6

CONCURRENCES

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

Safety

Security

Department

Environmental

Force Protection

Management

Maintenance

Customer 1

Customer 2

DPW

Information

Anti-Terrorism

Fire

Physical

Garrison

Operations &

100% Design Bid Set

REPAIR/REBUILD ROUTE 6 SECTION 6-6

John Morgan

W

H

I

T

E

S

A

N

D

S

M I

S

S

I

L

E

R

A

N

G

E

B I

R

T

H

P

L

A

C

E

O

F

A

M

E

R

I

C

A

S

MI

S

S

I

L

E

S

P

A

C

E

A

C

T

I

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

General Notes:

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 writting before the RFI deadline during the solicitation phase.

7. Should there be any concern by the contractor, the contractor is to submit a Request For Information (RFI) through the proper procedures to have his/her concerns resolved.

8. Contractor shall field verify all existing utilities prior to any excavation for new sign post/pole foundations per SOW

5.5.

9. 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 to the COR of quantities disposed of.

10. 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.

11. 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.

12. Contractor shall rework pulverized millings into existing base to achieve a uniform mix to a depth of 8 inches.

Gradation of mix shall comply with Section 302 of the NMSHTD. Reshape and compact to 96% per ASTM D1557.

13. 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.

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

15. Contractor shall apply a new asphalt mix with an aggregate grading designation of "B" 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.

16. Contractor shall apply water for dust control per section 158 of the Federal Highway Administration (FP-03).

Contractor shall utilize water standpipe located at LAT= 33.1784, long = -106.5230 Approximately 4 miles west of project. Alternate water source located on Route 7 (Lat. = 32.8686, Long. = -106.5066). Approximately 22 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.

17. A borrow pit is available for use. Borrow pit is located near RR6/RR7 intersection (33.1933, -106.5422.) 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 9.50 miles.

Pavement Marking Notes:

1. All pavement markings & striping shall be 4" wide, white or yellow as indicated on the details and plan sheets 8 and shall conform to 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 8 of drawings. Application shall be 12 pounds of beads per

100SF.

3. All specifications for pavement markings are as per Manual of Uniform Traffic

Control Devices (MUTCD) and standard manual 2009 Edition.

4. Contractor shall prepare Road surface prior to applying roadway markings per manufacture specifications.

Traffic Sign Notes:

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 16.

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 per NMSHTD.

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

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 6 SECTION 6-6

GENERAL NOTES

REP

REP

Rafael Acosta

John Morgan

April 2022 NONE

100% Design Bid Set

WS-PR06S06-2022-GN-02

Traffic Control Plan Notes:

1. Contractor shall develop and submit to

COR 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 of

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 operations utilizing certified flaggers, per standard drawing 702-01-1/5, to control the flow of traffic through the work zone.

2. Contractor shall use 2-way radios to maintain communication between flaggers. WSMR shall supply contractor with 2-way radios.

3. Contractor shall follow in areas of pavement operations within the travel way and adjacent to the existing travel lane, NMDOT Drop Off Policy, per standard drawing 702-01-2/5, contractor shall assure that no pavement drop-offs are left exposed during non working hours. Contractor shall initiate corrective measures per NMDOT Drop-off

Guidelines 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.

CONCRETE TURNDOWN CURB

EXISTING GRAVELED ROAD

R50'

ROUTE 6

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 PLAN

REP

REP

Rafael Acosta

John Morgan

April 2022 NONE

BEGIN PROJECT

LOCATION

LAT. = 33.1191

LONG. = -106.4055

END PROJECT

LOCATION

LAT. = 33.1602

LONG. = -106.4887

GENERAL NOTES:

1. Contractor shall reconstruct Range Road 6 Section 6 roadway per Detail D1 and D2 on Plan Sheet 4.

2. Government will identify and 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 = 33.1635 LONG. = -106.4908.

Contractor shall be responsible for providing fencing to secure staging area.

3. 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.

MATERIAL TESTING NOTES:

1. During construction, material testing services shall include but not limited to compaction of sub-grade, sub base, asphalt and concrete compressive strength.

Testing shall be obtained from an independent certified third party material testing laboratory.

R

R

PROPOSED STAGING AREA

LAT. = 33.1635 LONG. =

-106.4908

N

TYPICAL INTERSECTION ELEVATION VIEW

NO SCALE

SITE PLAN

NO SCALE

100% Design Bid Set

REPAIR/REBUILD ROUTE 6 SECTION 6-6

WS-PR006S06-2022-SP-03

R R

AutoCAD SHX Text

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

AutoCAD SHX Text

PRIME 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 AND COMPACT TO 96% PER ASTM D1557

AutoCAD SHX Text D3

AutoCAD SHX Text

RECONSTRUCTED ROADWAY PER DETAIL D2 SHEET 4

AutoCAD SHX Text

NEW 4,000 PSI REDI-MIX AASHTO M157-06 CONCRETE TURNDOWN CURB

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text 3 EQUALLY SPACED CONTINUOUS HORIZONTAL STRANDS OF GRADE 60 - #4 REBAR AT 12", VERTICAL SPACED AT 12" O.C. CLEARANCE FROM FACE OF CONCRETE SHALL BE 3".

EXISTING GRAVELED ROAD

6.06

Miles

Project

Area

(SEC 6)

NEW TYPE "B" ASPHALT SURFACE

COMPACTED TO A MINIMUM OF 3 INCH

THICKNESS

PRIME

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 - SCARIFTY TO 8

INCHES AND COMPACT TO 96%

PER ASTM D1557

NEW TYPE "B"

ASPHALT PAVEMENT

SURFACE

PRIME

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

BORDER

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

Slope

"/FT

TRAVELED WAY

TRAVELED WAY

BORDER

11' - 0" MIN 11' - 0" MIN

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

Rafael Acosta

April 2022 NONE

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 scarify existing asphalt (6.06 miles in length at 24 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 rework pulverized millings into existing base to achieve a uniform mix. Gradation of mix shall be 2" minus and shall comply with Section 302 of NMSHTD. Contractor shall reshape and compact to 96% per ASTM D1557.

4. Contractor shall apply new aggregate base course surface. Base course shall be a Type II and shall comply with Section

303 of NMSHTD (2014 Edition). Gradation of aggregates shall comply with Table 303.2.2:2 of NMSHTD. Contractor shall 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 prime and tack coat per Sections 408 and 407 of NMSHTD respectively.

6. Contractor shall apply a new Type "B" asphalt surface course that complies with Section 421 of NMSHTD (2000 Edition) and performance grade shall be PG 64-22. Asphalt surface shall have a minimum thickness of 3 inches on roadway and shoulders.

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

ROADWAY TYPICAL TRAVEL WAY/SHOULDER WIDTH

NO SCALE

R R

END OF

PROJECT: Saw cut 24 LF across

Route 6

START OF

PROJECT: Saw cut 24 LF across

Route 6

100% Design Bid Set

REPAIR/REBUILD ROUTE 6 SECTION 6-6

WS-PR006S06-2022-NW-04

50'

50'

25'

25'

RR6

TYPICAL INTERSECTION VIEW

NO SCALE

SW = Final

Shoulder Width

= 6 feet.

2. TW =

Traveled Way

Width = 11 feet.

John Morgan

AutoCAD SHX Text D2

AutoCAD SHX Text D1

D3

2' min - 6' max

4'-0"

Varies

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".

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

C

L

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

Centerline

PAVEMENT MARKING

TYPICAL SHOULDER/CENTER

STRIPE

DIMENSIONS

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 shall be 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.

DROP OFF POLICY

NTS

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/MARKINGS DETAIL

REP

REP

Rafael Acosta

April 2022 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. Delineators shall be staggered on opposite sides of the roadway every of a mile.

5. Sign Posts shall be 1.75"x1.75" galvanized square post conforming to

ASTM A 1011, grade 55.

6. 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.

7. 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, RR6 Section 3 per Details this Sheet.

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

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.

3. Contractor shall prepare road surface and apply per mfg. instructions.

100% Design Bid Set

REPAIR/REBUILD ROUTE 6 SECTION 6-6

WS-PR006S06-2022-C-DT-05

John Morgan