DrawingsDPW064594PRaisedCurbPicatinny.pdf
PDF 562 KB Posted
- Solicitation number
- W911SG25BA001
About this file
The provided document is a set of construction drawings for a raised curb project at White Sands Missile Range (WSMR) in New Mexico. The drawings detail specifications for installing a raised concrete median at the intersection of Picatinny and Headquarters Avenue, including 90 linear feet of 6" concrete curb, backfilling with borrow material and gravel, pavement markings, and solar-powered LED stop and yield signs.
Key technical requirements include using 3000 PSI concrete with #4 rebar, a 20' offset from the existing curb, retroreflective white and yellow markings, and specific installation instructions such as saw-cutting the curb 2' west of the pavement edge and not disturbing existing landscaping. The project is part of a small business set-aside contract under NAICS code 237310, with an estimated value between $25,000 and $100,000, and a planned 90-calendar day completion timeframe after contract award.
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WS-85110-2025-C-C-01
Raised Curb Picatinny
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DESIGNED BY
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CHIEF, ENGINEERING DIVISION
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DATE
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BRANCH CHIEF
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WHITE SANDS MISSILE RANGE, N.M.
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WHITE SANDS MISSILE RANGE, NEW MEXICO
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COVER SHEET
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AutoCAD SHX Text Raised Curb Picatinny
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DIRECTORATE OF PUBLIC WORKS
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REP
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ISSUED FOR CONSTRUCTION
General Notes
Raised Curb Picatinny
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. Contractor shall report discrepancies between field conditions and new construction drawings to the KO in writing before the RFI deadline during the solicitation phase.
3. 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.
4. Contractor shall field verify all quantities. Contractor shall field verify all existing utilities prior to any excavation. No heavy equipment shall be used. Contractor shall hand excavate or pothole all utilities to verify locations. Report any damage to the COR immediately.
5. Contractor shall remove and dispose of any existing asphalt pavement or rigid concrete. Contractor shall dispose rigid concrete, any and all construction debris at a location off site that is approved for construction debris disposal.
Contractor shall provide a report to the COR of quantities disposed of.
6. Contractor shall apply water for dust control per section 158 of the Federal Highway Administration (FP-03). Contractor shall utilize standpipe at LAT= 32.3692, long = -106.4790, Approximately 1 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
7. Government shall furnish the LED solar stop sign, contractor shall place sign.
Contractor shall furnish and install LED solar yield sign per MUTCD.
Pavement markings:
1. 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# beads per 100 S.F.
2. All specifications for pavement markings shall be per the Manual on Uniform Traffic Control Devices (MUTCD) standard manual, 2009 Edition.
3. Contractor shall prepare road surface prior to applying roadway markings per mfg. instructions.
4. Do not disturb existing stripping during saw cutting operations.
Figure 1. Yield Bar Detail
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ISSUED FOR CONSTRUCTION
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WHITE SANDS MISSILE RANGE, N.M.
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WS-85110-2025-GN-02
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Direction of travel
Headquarters Ave.
Pi ca tin ny
12" Stop Bar
12" Yield Bar
Concrete Curb TY IV
DSLD (Y)
8"SLD (W)
15'
20' Offset from existing curb.
6" 2"
5" or
3 4"
Asphalt5"
1"
3" #4 Rebar
2.
5"
Figure 1. Raised Concrete Median with gravel fill
Figure 2. Curb Layout
New Work
Raised Curb Picatinny
Figure 3. Raised Concrete Detail
Retroreflective Solid Yellow Markings
Retroreflective Solid White
Markings
1. Saw cut and tie in curb 2' west of Headquarters Ave. edge of pavement.
2. Contractor shall place 90LF of 6" concrete curb.
Backfill and compact with 4" of borrow material and place non-plastic filter fabric. Top off with 2" of 1" Toro Red gravel.
3. Place 1EA solar powered LED stop signs with 12" stop bar per figure 1.
4. Place 1EA solar powered LED yield signs with 12" yield bar.
5. All concrete shall be 3000PSI and rebar shall be #4.
6. Radius of raised curve has a 20' offset to existing curb.
7. Contractor shall not disturb existing landscaping.
ISSUED FOR CONSTRUCTION
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DESIGNED BY
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CHIEF, ENGINEERING DIVISION
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DATE
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BRANCH CHIEF
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WHITE SANDS MISSILE RANGE, N.M.
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WS-85110-2025-NW-03
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| Sheets and Views |
| Raised Curb-Cover |
| Raised Curb-General Notes |
| Raised Curb-Layout1 |
File details come from the government source that posted it. Updated .