DPW039309P_DRAWINGS_11 JUNE 2021 REPAIR RR 6 SEC 3 W911SG21B0014.pdf

WS-85210-2021-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

Route 6 Section 3 Roadway Rebuild

COVER

S

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

WHITE SANDS MISSILE RANGE, NEW MEXICO

DESIGN BRANCH

T

C

I

R

A

E

M

A

F

O

E

C

A

L

P

H

T

R I

B

I

H

W

S

D

N

A

S

E

R

E

L

I

S

S

IM

Y

T

I

V

E

G

I

T

C

A

E

C

A

P

S

N

A

E

L

I

S

S

I M

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

REPAIR ROUTE 6 SECTION 3

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

General Notes:

1. 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 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 421 (NMSHTD, 2000 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= 33.49928, long = -106.17205 Approximately 32 miles North of project. Alternate water source located on Route 6 (Lat. = 33.17830, Long. = -106.52314). Approximately 8.5 miles

West 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.

18. A borrow pit is available for use. Borrow pit is located near RR6/RR7 intersection (33°11'34.19"N, 106°32'28.22"W.) 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# beads per

100SF.

3. All specifications for pavement markings are as per Manual of Unicorm 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 D4951 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 shal 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.

WS-85210-2021-C-G-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

Route 6 Section 3 Roadway Rebuild

GENERAL NOTES

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

WS-85210-2021-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

Route 6 Section 3 Roadway Rebuild

SITE LOCATION

REP

REP

Rafael Acosta

- NONE

BEGIN PROJECT

LOCATION

LAT. = 33.07771

LONG. = -106.14904

END PROJECT LOCATION

LAT. = 33.082053

LONG. = -106.206602

GENERAL NOTES:

1. Contractor shall reconstruct Range Road 6 Section 3 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 LAT: 33.07789, LONG:

-106.1514. Alternate proposed staging area at the intersection of RR7 and RR6 LAT:

33.11869, LONG: -106.48941. 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. = 33.07789

LONG. = -106.15140

N

TYPICAL INTERSECTION ELEVATION VIEW

NO SCALE

R R

50'

50'

50'

25'

25' 25'

RR6

R R

END BYPASS

LAT. = 33.080886

LONG. = -106.19021

BEGIN BYPASS

LAT. = 33.080587

LONG. = -106.18686

SITE PLAN

NO SCALE

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 16.

3.35

Miles

Project

Area

(SEC 3)

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

WS-85210-2021-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

Route 6 Section 3 Roadway Rebuild

NEW WORK

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

FINAL ROAD WIDTH:

1. SW = Final Shoulder Width = 6 feet.

2. TW = Traveled Way Width = 11 feet.

3. 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.

4. Contractor shall apply new shoulder line to all new paved areas per Section 634.08 of the 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 scarify existing asphalt (3.35 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

WS-85210-2021-C-G-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

Route 6 Section 3 Roadway Rebuild

FLASHING SOLAR POWERED BEACONS

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

SOLAR POWERED HAZARD IDENTIFICATION BEACONS:

1. Solar Powered Hazard Identification beacons shall be Installed per 2019 Edition, Standard Specifications for Highway and Bridge

Construction section 715 Beacons and Temporary Signal

Equipment and Standard NMDOT Drawings 715S-01-1/1 and

715S-03-1/1.

2. All Hazard Identification Beacons shall have Vertical Double 12"

Solar LED Red Flahing Warning Beacons with 36" X 36" Stop

Signs Installed per MUTCD 2009 Edition section 4D, 4L.05, at the intersection of Range Road 9 and Range Road 6, LAT: 33.07771

LONG: -106.14904.

Emergency Telephone

Solar Light

LAT: 33.0777

LONG: -106.1494

R

Hazard Identification Beacons

(4)EA

LAT: 33.0777

LONG: -106.1490

EMERGENCY TELEPHONE SOLAR LIGHT NOTES:

1. Light pole shall be Bronze in color and shall be die cast corrosion resistant electroplated A413-2 marine grade aluminum Ascot with polycarbonate hemi dome lens. P65 rated and CE certified.

2. Optics shall be High lumen LEDs rated at 65,000 hours (L70).

IES Types 5 is IDA Dark Sky certified. Efficient, bright, white light source of 5,000K provides uniform light distribution,"Instant on"

LEDs requiring no warm up time.

3. Contractor shall provide a Grade "A" Panel Mount that is a corrosion resistant aluminum frame supports solar panel and battery enclosure. Allowing for proper orientation of solar array .

4. Solar Panels shall be Poly-crystalline photovoltaic module in

90W, UL single modules. Back side of panels covered with panel pan to protect PV module.

5. Battery Enclosure shall be vented Grade "A" corrosion resistant aluminum unit capable of holding battery and smart controller.

Battery enclosure shall be equipped with hinged cover features locking device.

6. Battery shall be Maintenance-free 100Ah rated sealed valve regulated lead acid (Gel) battery that provides a minimum of five nights of battery back-up.

7. The Smart Controller Shall be a LED driver with an integrated solar charge controller that monitors and regulates charging and discharging of batteries as well as controlling and dimming of

LED luminaire. Programmable to control hours of operation and light level requirements. Accessible through hinged battery enclosure cover.

8. The Luminaire Arm shall be Made of Grade "A" corrosion resistant aluminum. Holds luminaire for proper positioning of light.

Secured by panel mount and pole through eight drive rivets.

9. The Pole shall be 24 foot with 4" I.D./4.5" O.D. Schedule 40 straight aluminum direct burial pole. Can be cut to length.

10. Light pole and fixture shall be capable of withstanding 120 mph wind loading.

-111222 1

WS-85210-2021-C-D-06

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

Route 6 Section 3 Roadway Rebuild

DEMO CULVERT

REP

REP

Rafael Acosta

- NONE

N

KEYED DEMOLITION NOTES:

1. The Contractor shall clear & grub 20 ft wide by 1,100 ft long area, from LAT = 33.0806 LONG = -106.1869 to LAT = 33.0809 LONG =

-106.1902, required for temporary bypass road, see site plan SH 3.

The vegetation removed shall be disposed at the borrow site specified for this project.

2. Vegetation shall remain.

3. Contractor shall straight sawcut existing paved road.

4. Contractor shall demolish and remove existing asphalt to replace culverts. dispose of asphalt at the WSMR asphalt & concrete recycling center located in main post.

5. Contractor shall remove three (3) existing 18” diameter corrugated metal pipes (CMP). dispose of outside WSMR.

6. Contractor shall remove the two (2) object marker signs.

7. The contractor shall clean, remove and dispose of debri, rocks, boulders and silt prior to grading and re-establishing shoulders and roadside drainage channels.

8. The contractor shall protect existing communication lines at all times.

9. The contractor shall provide potholes to locate the depth of the existing communication lines. no heavy equipment allowed for potholes per SOW 5.5.

7 7

RR6

ARROYO

-111222 1

WS-85210-2021-C-NW-07

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

Route 6 Section 3 Roadway Rebuild

NEW CULVERT

REP

REP

Rafael Acosta

- NONE

N

KEYED CONSTRUCTION NOTES:

1. The contractor shall survey within the limits of construction to record and mark existing site conditions prior to construction activities;

maintain quality control and provide record drawings. Per NMDOT specifications 800.

2. The contractor shall construct a 20' wide temporary bypass road. blade, grade and compact bypass road to 98% as per ASTM

D1557. Do not leave windrows.

3. Contractor shall install 3 new 18” diam. steel

CMP as per specification section 206 and

NMDOT STD Drawing 206-07-1/1. The alignment of the culverts shall be skewed to match what was removed, align with the center of the arroyo's flow path crossing the road. install headwalls as per NMDOT STD

DWGS 511-03-1&2/2,

4. Contractor shall replace road with 8" of subbase at 98% density, 6" new graded crushed aggreate base course as per section 303 of the NMSHTD compacted to

96%. apply tack coat and 3" HMAC class B per specification 423.

5. Contractor shall re-grade the arroyo streambed and side slopes. Provide positive flow from the outlet's invert.

6. The contractor shall re-grade shoulders to a

2% cross slope from edge of pavement.

7. Contractor shall re-grade the roadside drainage channels to a minimum 0.5% slope towards the arroyo with a parabolic cross section, banks to match shoulder and adjacent surface elevations.

GENERAL CONSTRUCTION NOTES:

1. The contractor shall submit a traffic control plan for approval prior to beginning construction. It is the responsibility of the contractor to maintain and repair traffic control devices throughout the project.

2. The contractor is responsible for utility locates prior to construction, coordinate locates with COR.

3. The contractor shall build a temporary bypass road, including temporary culverts for drainage. The temporary bypass road is from GPS location lat: 33.0809 long: -106.1902, to lat: 33.0806 long: -106.1869, approx. 0.20 miles and connect to RR6 with minimum

100 ft. radius of curvature. It is the responsibility of the contractor to maintain and repair the bypass road throughout the duration of the project.

4. All fill materials shall be compacted in lifts not to exceed 8”, compact fill to a minimum of

95% maximum density at optimum moisture content as per ASTM D1557.

5. The contractor shall protect infrastructure to remain such as roads, signs, poles, fence, etc. any damage caused by the contractor will be replaced at no additional cost to the government.

6. The contractor shall provide trench safety system as per OSHA requirements.

7. The culverts shall be installed in alignment with the natural arroyo stream. The contractor shall mark & stake the existing alignment of the existing culverts to verify replacement with the new culverts.

8. Upon completion and acceptance of the roadway opening for traffic, the contractor shall demolish and remove the temporary bypass road. Remove excess soil from project site and haul to borrow pit located near RR6/RR7 intersection (33°11'34.19"N, 106°32'28.22"W.).

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

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.

DROP OFF POLICY

NTS

WS-85210-2021-C-DT-08

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

Route 6 Section 3 Roadway Rebuild

ROADWAY SIGN/MARKINGS DETAIL

REP

REP

Rafael Acosta

Samuel E. Morris

- 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.