DPW060466P Owen Road Arroyo Crossing Repairs Drawing W911SG22B0027.pdf

OWEN ROAD ARROYO CROSSING REPAIR

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DESIGNED BY

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CHIEF, ENGINEERING DIVISION

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DATE

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APPROVED

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RECOMMENDED

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BRANCH CHIEF

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SUBMITTED

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PROJECT MANAGER

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CHECKED BY

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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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DRAWING NUMBER

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DIRECTORATE OF PUBLIC WORKS

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SCALE

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SHEET

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ENGINEERING DIVISION

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OF

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DESCRIPTION

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REVISIONS

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APPROVED

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BY

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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DIRECTORATE OF PUBLIC WORKS

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ENGINEERING DIVISION

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COVER SHEET

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DIRECTORATE OF PUBLIC WORKS

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REP

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REP

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XX

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XX

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text John Morgan

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BID SET 100%%% DESIGN

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CONCURRENCES

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AutoCAD SHX Text and approval of all the drawings in this set as indexed on this sheet

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DPW

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OWEN ROAD ARROYO CROSSING REPAIRS

WS-85110-2022-C-C-01

General Notes:

1. Contractor shall submit a traffic control plan for approval prior to beginning construction, per NMSHTD and the

MUTCD. Contractor is responsible for maintaining all traffic control devices and maintaining vehicular access 24 hours a day 7 days a week.

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.

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

8. Contractor shall field verify all quantities. 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 an as-built survey with existing grading elevations within 10 days upon completion of the project..

11. 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= 32.3692, long = -106.4791, Approximately 2 miles South of project.

Alternate water source is located at LAT: 32.3769, LONG: -106.4787, a fire hydrant on Watertown approximately 1.85 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

12. Contractor shall clear and grub 40' wide area for bypass road, see site plan.

13. Vegetation shall be deposited at borrow site specified for this project, located at LAT: 32.389196, LONG: -106.473257.

No foreign debris shall be placed at borrow site; concrete, pavement, rebar, rocks ect.

14. Contractor shall saw cut and remove existing asphalt to replace culvert structure.

15. Contractor shall provide potholes to locate existing utilities. No heavy equipment shall be used.

16. A borrow pit is available for use, located at LAT: 32.3891, 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 2.50 miles.

Material Testing:

1. Material testing shall be the responsibility of the contractor. Testing shall include but not 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.

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 8.

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

5. 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.

6. 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.

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

Pre-cast Box Culvert:

1. All materials and workmanship shall conform to the New Mexico Department of

Transportation Specifications for Highway and Bridge Construction and NMDOT Standards..

2. All concrete shall be class "AA" (4000psi). Chamfer all exposed edges

3. Contractor shall install10EA 10 X 10 precast box culverts at a 45 degree skew. Contractor shall field verify all dimensions.

4. Approved Waterproofing membrane and adhesive shall extend to outside barrels and one foot lap down outer wall.

5. Contractor shall provide an OSHA approved Trench safety system.

6. Type III Object Markers shall be provided and installed per plan sheet 8.

7. Re-grade and compact upstream and downstream channel bed (50' from edge of apron and full width.Grade to original profile to match existing elevation of apron.

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 "B" Waterborn pavement marking material with glass beads per section 634.05 of the FP-03 & Plan sheet 8 of drawings. TY 1 glass beads shall be applied at a minimum rate of 6 pounds per gallon of paint.

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.

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DESIGNED BY

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CHIEF, ENGINEERING DIVISION

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DATE

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APPROVED

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RECOMMENDED

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BRANCH CHIEF

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SUBMITTED

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PROJECT MANAGER

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CHECKED BY

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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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DRAWING NUMBER

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DIRECTORATE OF PUBLIC WORKS

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SHEET

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ENGINEERING DIVISION

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OF

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PLATE

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DESCRIPTION

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REVISIONS

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APPROVED

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BY

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GENERAL NOTES

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DIRECTORATE OF PUBLIC WORKS

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REP

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REP

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XX

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XX

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XX

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BID SET 100%%% DESIGN

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OWEN ROAD ARROYO CROSSING REPAIRS

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WS-85110-2022-C-GN-02

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text John Morgan

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None

GENERAL NOTES:

1. Reconstruct a portion of Range Road 1 per detail 1 on Sheet 4.

2. Contractor shall blade and grade the 40' temporary bypass road to a smooth and continuous alignment with a minimum radius of 150'.

Elevation to match existing pavement elevation of Range Road 1.

3. Contractor shall remove and dispose of a minimum of 12" of silt in the arroyo to the WSMR landfill prior to constructing bypass.

4. Contractor may use borrow pit to build up bypass road. Subgrade shall be prepared per section 207 of NMDOT SSHBC. Provide, place and compact 4.5" TY II Base Course per section 303 of NMDOT SSHBC.

Tack coat and 1.5" of Class "B" asphalt. Approximately 2,400SY.

5. Contractor shall install 5 runs of 48" CMP aligned with the flow of the channel. Contractor shall maintain two way vehicular access 7 days per week 24 hours per day service to this bypass road. Remove and dispose of bypass road at project completion

6. Sawcut and remove existing roadway and substrate. 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.

7. Remove existing 3 - 5' x 6' concrete box culverts, parapet walls, headwalls, wingwalls, aprons, gabion baskets and guardrail. Replace with 10 - 10' x 10' precast concrete box culverts.

SITE PLAN

CULVERT LOCATION:

LAT:32.4031,

LONG:-106.4796

R

R

PROPOSED STAGING AREA:

LAT:32.4036,

LONG:-106.4794

WSMR MAIN CANTONMENT

HWY 70

150'

BYPASS RD

BEGIN BYPASS RD:

LAT:32.4038,

LONG:-106.4795

END BYPASS RD:

LAT:32.4026,

LONG:-106.4795

OVERHEAD POWER

OVERHEAD POWER

POLES 32.4031, -106.4791

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DESIGNED BY

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CHIEF, ENGINEERING DIVISION

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RECOMMENDED

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BRANCH CHIEF

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SUBMITTED

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NO.

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DATE

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WHITE SANDS MISSILE RANGE, N.M.

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DRAWING NUMBER

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DIRECTORATE OF PUBLIC WORKS

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OWEN ROAD ARROYO CROSSING REPAIRS

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WS-85110-2022-C-SP-03

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DIRECTORATE OF PUBLIC WORKS

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REP

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REP

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XX

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XX

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BID SET 100%%% DESIGN

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text John Morgan

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None

1.5" New Type

Superpave

(SP-III) asphalt pavement surface.

Tack Coat

New Base Course compacted to 96% per ASTM D1557 to a final thickness of 4.5 inches.

Native Fill - 3H:1V max slope. Compact to 96% per ASTM

D1557.

Subbase -8 inches and compact to

96% per ASTM

D1557.

2' - 0" MIN

SHOULDER

2' - 0" MIN

Traveled Way

Traveled Way

SHOULDER

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

Traveled Way

12' - 0" MIN

1'-0"

4'-0"

Southbound Northbound

4.5" Base

Course

1.5" TY B

HMAC

Compact Backfill to 98% Density

BYPASS CONSTRUCTION NOTES:

1. Contractor shall construct and maintain the temporary bypass road throughout the duration of the project per NMDOT

SSHBC 405.

2. Contractor shall clear and grub the 40' temporary bypass road to a smooth and continuous alignment with a minimum radius of 150'. Elevation to match existing pavement elevation of

Range Road 1.

3. Contractor shall remove and dispose of silt on the arroyo

(minimum 12") prior to constructing bypass.

4. Scarify and build up bypass road : 40' wide road with a 2% crown slope: embankment slopes no steeper than 3:1.

Contractor may use WSMR borrow pits.

5. Contractor shall install 5-48” diam. steel CMP as per specification section 206 NMDOT SSHBC. CMP shall be galvanized gage 14. The alignment of the CMP shall be skewed to match what was removed, align with the center of the arroyo's flow path crossing the road.

6. Bypass shall consist of 4.5" base course surface compacted to

96% per NMSHTD 303. Apply tack coat per Section 407

(NMDOT SSHBC). Apply 1.5" HMAC Superpave (SP-III) asphalt mix performance grade PG 64-22 per section 423

(NMDOT SSHBC) and Supplemental Specifications. Three lanes of traffic shall be maintained (two southbound lanes and one northbound lane). Apply TY B Waterborn traffic markings, approximately 3,200LF per Section 634.05 of FP-03.

7. All work shall be performed in a manner that provides safe traffic flow 24 hours a day, 7 days a week, access through the project area and adjacent roads. Contractor is responsible for the traffic control necessary to allow such access.

8. Apply water for dust control per Section 158 of the Federal

Highway Administration FP-03. Contractor may utilize water standpipe located on Headquarters ave. (LAT: 32.3690;

LONG: -106.4791).

9. Upon completion and acceptance of the project, the contractor shall remove the temporary bypass road and dispose of the asphalt to the recycling center and the excess soil to the borrow pit. reestablish surrounding area to original or better condition with the surface runoff flow into the arroyo.

10. Demolish three existing concrete box culverts, 5' X 6', including headwalls, wingwalls, aprons and gabion baskets.

11. Remove existing guardrail and end pieces, store and protect.

Reinstall guardrail and end pieces at end of project.

Final Bypass Width

1. SW = Final Shoulder Width = 2 feet.

2. TW = Traveled Way Width = 12 feet.

DETAIL 2- TYPICAL BYPASS CROSS-SECTION

Scale: None

Bypass Details

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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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DIRECTORATE OF PUBLIC WORKS

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ENGINEERING DIVISION

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XX

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XX

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OWEN ROAD ARROYO CROSSING REPAIRS

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WS-85110-2022-C-DT-04

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text John Morgan

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BID SET 100%%% DESIGN

110'-6" Back to Back of Endwalls of Concrete Box Culverts

10'

30'-0" Existing 3 (5X6) Barrel

Bridge to be removed

6"

9"

H e a d w a l l

#4 Bars

@ 18" c-c

#4 Bars

@ 12" c-c

#4 Bars

#4 Bars

3.82'

F l o w

Concrete Apron

Concrete Wingwall

Concrete Apron

Concrete Wingwall

Culvert

Approach

Guard Rail

See Detail

Sheet 7

Shoulder

Shoulder

Wire Enclosed Riprap

A

A

10 - 10' x 10' Concrete Pre-Cast Box Culverts

Sawcut existing asphalt, provide a new Type "B" asphalt mix with a Tack Coat on all edges per

Section 407 of

NMSHTD

Sawcut existing asphalt, provide a new Type "B" asphalt mix with a Tack Coat on all edges per

Section 407 of

NMSHTD

50'-0"

50' from Edge of Guardrail

Limits of Grading f r o m e d g e o f a p r o n

Wire Enclosed Riprap

Pre-cast Box Culvert:

1. All materials and workmanship shall conform to the New Mexico

Department of Transportation

Specifications for Highway and

Bridge Construction and NMDOT

Standards..

2. All concrete shall be class "AA"

(4000psi). Chamfer all exposed edges

3. Contractor shall install10EA 10 X

10 precast box culverts at a 45 degree skew. Contractor shall field verify all quantities,locations and dimensions. Align culverts with the natural flow of the channel.

4. Approved Waterproofing membrane and adhesive shall extend to outside barrels and one foot lap down outer wall.

5. Steel Tube Drain shall be installed two per face, Standard Drawing

511-66-5/6.

6. Contractor shall provide an OSHA approved Trench safety system.

7. Type III Object Markers shall be provided and installed per plan sheet 8.

8. Re-grade and compact upstream and downstream channel bed (50' from edge of apron and full width.Grade to original profile to match existing elevation of apron.

BOX CULVERTS

SECTION VIEW

NO SCALE

BOX CULVERTS

PLAN VIEW

NO SCALE

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WS-85210-2022-C-ST-05

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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ENGINEERING DIVISION

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DIRECTORATE OF PUBLIC WORKS

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DRAWING NUMBER

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REVISIONS

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DESCRIPTION

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SHEET

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CHIEF DESIGN BRANCH

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CHIEF, ENGINEERING DIVISION

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APPROVED

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CHECKED

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DESIGNED BY

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APPROVED

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BY

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BOX CULVERT

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REP

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REP

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AutoCAD SHX Text Rafael Acosta

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Subbase - Scarify to 8 inches and compact to

96% per ASTM D1557.

New Type

Superpave (SP-III) asphalt surface compacted to a minimum of 3 inch thickness

New Type

Superpave

(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 and compact to 96% per

ASTM D1557.

6' - 0" MIN

SHOULDER

6' - 0" MIN

Slope

"/FT

Traveled Way

Traveled Way

SHOULDER

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

Traveled Way

12' - 0" MIN

Tack Coat

New Base Course compacted to 96% per

ASTM D1557 to a final thickness of 6 Inches.

Subbase - scarify to

8 inches and compact to 96% per

ASTM D1557.

Native Fill - 3H:1V max slope. Compact to 96% per ASTM

D1557.

DETAIL 1- TYPICAL ROADWAY CROSS-SECTION

Scale: None

Final Road Width

1. SW = Final Shoulder Width = 6 feet.

2. TW = Traveled Way Width = 12 feet.

3. Apply new center line to match existing on all new paved areas per Section 634.05 of the Federal Highway

Administration (FP-03).

4. Apply new shoulder line to all new paved areas per Section

634.05 of the FP-03.

5. Contractor shall field verify all quantities.

ROADWAY CONSTRUCTION NOTES

1. Roadway shall be replaced with 8" of subgrade compacted to 96% density, 6" base course compacted to 96% per section 303 (NMSHTD). Apply tack coat and 3" of HMAC Superpave (SP-III) per 423. Restripe to match existing.

2. All work shall be performed in a manner that provides 24 hour vehicular access through the project area and adjacent roads in a safe manner. Contractor is responsible for the traffic control necessary to allow such access.

3. Contractor shall ensure there is a smooth transition from existing roadway to new roadway, with matching elevations. Re-grade shoulders to a 2% cross slope from edge of pavement.

4. Apply water for dust control per Section 158 of the Federal Highway Administration FP-03. Contractor may utilize water standpipe located on Headquarteds ave. (LAT: 32.3690; LONG: -106.4791).

5. Upon completion and acceptancemof the roadway opening to traffic, the contractor shall demolish and remove the temporary bypass road. Remove excess soils from project site and haul to borrow pit.

Roadway Details

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DESIGNED BY

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CHIEF, ENGINEERING DIVISION

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DATE

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APPROVED

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RECOMMENDED

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BRANCH CHIEF

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SUBMITTED

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PROJECT MANAGER

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CHECKED BY

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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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DRAWING NUMBER

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DIRECTORATE OF PUBLIC WORKS

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SHEET

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ENGINEERING DIVISION

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OF

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DESCRIPTION

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REVISIONS

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BY

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DIRECTORATE OF PUBLIC WORKS

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REP

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REP

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XX

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XX

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OWEN ROAD ARROYO CROSSING REPAIRS

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WS-85110-2022-C-DT-06

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text John Morgan

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CONCRETE CULVERT CROSSING

BEGINNING LAP

INTERMEDIATE LAPEND LAP

SET POST VERTICAL. VARY

POST LENGTH AS REQUIRED

FOR GRADE

GUARDRAIL POST

& BLOCK

PROPOSED HEADWALL

ATTACHED TO

CONCRETE CULVERT

FACE

TOP OF NEW

CONCRETE

BARREL

PROPOSED SELF ADHERING

WATERPROOFING MEMBRANE ROLLED

OVER ENTIRE TOP OF BARREL

12" x 12" x

" THICK STEEL

PLATE WITH 7/8"Φ x 6"

BOLTS BOLTED TO NEW

CONCRETE BARREL

6" THICK PROPOSED

AGGREGATE BASE

COURSE

3" THICK PROPOSED

ASPHALT SURFACE

SET POST VERTICAL. VARY

POST LENGTH AS REQUIRED

FOR GRADE

GUARDRAIL POST &

BLOCK

NEW CONCRETE

BARREL

M

I N

M

A X

V A

R I E

S

SET POST VERTICAL. VARY

POST LENGTH AS REQUIRED

FOR GRADE

GUARDRAIL POST

& BLOCK

6" THICK PROPOSED

AGGREGATE BASE

COURSE

3" THICK PROPOSED

ASPHALT SURFACE

SET POST VERTICAL. VARY

POST LENGTH AS REQUIRED

FOR GRADE

GUARDRAIL POST &

BLOCK

M

I N

M

A X

HAS-E

" dia.

HAS-E

" dia.

W6x9

BOLT MAY BE PLACED

THROUGH EITHER LEFT

OR RIGHT FLANGE

BOLT HOLE

" x 10" BUTTON

HEAD BOLT WITH

OVAL GRIP & HEX

NUT

Guardrail Notes:

1. End treatment shown is a general depiction of an SKT-SP (Sequential Kinking

Terminal-Standard Post System) 50'

NMDOT accepted end terminal that is

FHWA accepted as crashworthy at Test

Level 3 (TL-3) and may be used for all posted speeds.

2. Accepted systems, on the Departments

Approved Product List, shall be installed according to manufactures' installation instructions.

3. Contractor shall grade guardrail installation area to a 10:1 slope or flatter.

4. A reflectorized object marker shall be installed. Adhesive backed reflective sheeting may be applied directly to guardrail end treatment impact head as per the manufacturer's recommendation. Direct applied sheeting shall provide a smooth surface and have no wrinkles, air bubbles, cuts or tears. Reflective material shall be

Type VIII with yellow background and black chevron stripes. Stripes shall be oriented with their tops away from traffic and angles down at 45° toward traffic.

5. These end treatments do not require an offset at the end. End treatments shall be installed ensuring that the end piece is 2' off the shoulder. A maximum flare of 25:1 or flatter over the length of the treatment is allowed.

6. End treatments shall be of the length and test level specified in these drawings and as specified by the manufacturer for the intended end treatment type and test level.

Only end treatments currently on the

NMDOT Approved Product List will be accepted for installation. For specific end treatment details, see manufacturers' drawings.

7. Contractor shall warp all grade transitions to create smooth surface contours.

PROPOSED GUARDRAIL

SECTION VIEW

NO SCALE

GUARDRAIL ATTACHED TO CONCRETE CULVERT

DETAIL 1

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GUARDRAIL BEYOND CONCRETE CULVERT

DETAIL 2

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DIRECTION OF TRAVEL

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XX

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OWEN ROAD ARROYO CROSSING REPAIRS

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WS-85110-2022-C-CT-07

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text John Morgan

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W

SHOULDER

12' MIN.

GUIDE OR DIRECTIONAL SIGN WITH

SECONDARY SIGN INSTALLATION ON

EXPRESSWAYS AND FREEWAYS

SIGN INSTALLATION

IN CURB SECTION

SIGN INSTALLATION

BEHIND TRAFFIC BARRIER

MULTIPLE SIGN POST INSTALLATION

IN DITCH SECTION

SIGN INSTALLATION

IN DITCH SECTION

SIGN INSTALLATION

ON STEEP FILL SLOPES

SIGN INSTALLATION

IN FILL SECTION

SIGN

6'

MIN.

SLOPE BREAK

V

(7' MIN.)

V

(7' MIN.)

SHOULDER

W

SLOPE BREAK

12'

MIN.

SIGN

FILL SLOPES

STEEPER

THAN 6H:1V

SLOPE BREAK

SHOULDER

12' MIN.

V

(8' MIN.)

V

(5' MIN.)

MAJOR SIGN

0" MIN.

3" MAX.

SECONDARY

SIGN

W

V

(7' MIN.)

EDGE OF

TRAVELED

WAY

EDGE OF

TRAVELED

WAY

EDGE OF

TRAVELED

WAY

SIGN

EDGE OF

TRAVELED

WAY

CURB

W

2'

MIN.

V

(7' MIN.)

SIGN

3'

MIN.

W

TRAFFIC BARRIER

EDGE OF

TRAVELED

WAY

SIGN WITH SUPPLEMENTAL

PLAQUE INSTALLATION

IN FILL SECTION

V

(7' MIN.)

SLOPE BREAK

SHOULDER

PRIMARY

SIGN

6'

MIN.

12' MIN.

W

5' MIN.

0" MIN.

3" MAX.

SUPPLEMENTAL

PLAQUE

EDGE OF

TRAVELED

WAY

EDGE OF

TRAVELED

WAY

SLOPE BREAK

SHOULDER

12' MIN.

W

4'

MIN.

V

(7' MIN.)

SIGN

SHOULDER

12' MIN.

W

EDGE OF

TRAVELED

WAY

SLOPE BREAK

4'

MIN.

V

(7' MIN.)

DITCH DITCH

SIGN

7' MIN.FLATTER THAN 3H:1V

2' MIN.STEEPER THAN 3H:1V

BACKSLOPE

SIGN POST FOUNDATION

V

(7' MIN.)

SIGN

EDGE OF

TRAVELED

WAY

6' to 12'

(2' MIN.)

Holes 1" four sides, 1.75" x 1.75" post

Bending design breakaway

Anchor sleeve

(one size larger than post)

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

Stripe Notes:

1. All Waterborn Markings shall comply with the Manual of Uniform

Traffic Control Devices.

2. Apply Waterborn Traffic Markings with glass beads per Section

634.05 of the FP-03. Glass beads shall be applied at a minimum rate of 6 pounds per gallon of paint..

3. Restripe shoulder and centerline to match existing.

4"

Traffic Sign Notes:

1. All sign materials and installation shall comply with the latest edition of the Manual on Uniform

Traffic Control Devices.

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

Signs panels shall be constructed of 0.125"

Aluminum.

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

55.

4. All sign sheeting shall comply with ASTM D4956

Type III High Intensity Prismatic Sheeting.

5. NCHRP 350 compliant breakaways required on all sign installations EXCEPT delineators.

Roadway Markings/Stripe Notes:

1. Restripe all new paved surfaces.

2. Contractor shall match existing shoulder and center stripping. Contractor shall document the existing centerline layout prior to reconstruction of the roadway.

3. All pavement markings shall be a 4" Type "B"

Waterborn Traffic Marking.

4. All traffic markings shall comply with the Manual of Uniform Traffic Control Devices and the

Federal Highway Administration FP-03, 634.05.

5. Prepare road surface and apply per mfg.

instructions.

PAVEMENT MARKING TYPICAL SHOULDER/CENTER STRIPE DIMENSIONS

NO SCALE

TRAFFIC SIGNS TYPICAL SHOULDER ROADWAY SIGNAGE

NO SCALE

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DESIGNED BY

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CHIEF, ENGINEERING DIVISION

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DATE

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APPROVED

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RECOMMENDED

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BRANCH CHIEF

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SUBMITTED

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PROJECT MANAGER

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NO.

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DATE

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WHITE SANDS MISSILE RANGE, N.M.

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DRAWING NUMBER

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TRAFFIC SIGN DETAILS

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DIRECTORATE OF PUBLIC WORKS

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REP

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XX

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XX

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OWEN ROAD ARROYO CROSSING REPAIRS

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WS-85110-2022-C-DT-08

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text John Morgan

AutoCAD SHX Text April 2022

AutoCAD SHX Text None

PROPOSED SELF ADHERING

WATERPROOFING

MEMBRANE ROLLED OVER

EXISTING TOP OF BARREL

PER SECTION 531 OF

NMSHTD SPECIFICATIONS

6" THICK PROPOSED

AGGREGATE BASE COURSE

PER SECTION 303 OF

NMSHTD SPECIFICATIONS

3" THICK PROPOSED

ASPHALT SURFACE PER

SECTION 423 OF

CONTRACT DOCUMENTS

15" THICK PROPOSED

ENGINEER FILL SUBBASE

#4 Bars

#4 Bars

#4 Bars

#4 Bars @ 12" c-c

B a r s c c

#4 Bars @ 12" c-c

#4 Bars @ 12" c-c

#4 Bars @ 12" c-c

B a r c c

B a r c c

#5 Bars

Box Culvert Notes:

1. Provide Object Marker signs per locations shown, D5/this Plan

Sheet.

2. Remove loose concrete from headwalls, wingwalls and center column and provide a concrete mortar (Class 2 Rubbed Surface) finish to all tops and streamside faces of headwalls, columns and wingwalls and for 6 inches down the back side of wingwalls per

Section 511.3.9.3 Concrete

Structures of the New Mexico State

Highway & Transportation

Department 2014 Edition. Unless otherwise approved by the

Engineer, use only hand tools or power-driven chipping hammers

(15-lb. class maximum) to remove concrete.

3. Remove trees and vegetation from both upstream and downstream aprons.

4. Re-grade and compact upstream and downstream channel bed (50 feet from edge of concrete apron and 30 feet wide, 15' each way from center flow line) to its original profile to match existing elevation of apron.

SECTION AA

SECTION VIEW

NO SCALE

CONCRETE APRON

PARTIAL PLAN

NO SCALE

CONCRETE WING WALL

SECTION VIEW

NO SCALE

CONCRETE APRON

PLAN VIEW

NO SCALE

CONCRETE APRON

DETAIL

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CULVERT DETAILS

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REFER TO SHEET 7

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AutoCAD SHX Text Box Culverts

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3" CLR.

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#4 BARS @ 12" C-C (TYPE 1) (TYP FULL WIDTH OF APRON)

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#4 REBAR @ 12" O.C. BOTH WAYS 16" LAPS

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APRON

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#4 BARS @ 1'-0" (TYPE: APRON)

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NEW CONCRETE HEADWALL ATTACHED TO NEWLY PLACED CONCRETE CULVERTS

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DESIGNED BY

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CHIEF, ENGINEERING DIVISION

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DATE

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APPROVED

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BRANCH CHIEF

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NO.

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DATE

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WHITE SANDS MISSILE RANGE, N.M.

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DRAWING NUMBER

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ENGINEERING DIVISION

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OWEN ROAD ARROYO CROSSING REPAIRS

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WS-85110-2022-C-DT-09

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DIRECTORATE OF PUBLIC WORKS

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REP

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REP

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XX

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XX

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text John Morgan

AutoCAD SHX Text April 2022

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