DPW063073P_RR7 Sec 3_ Culverts Repair_100_ Plan Set R2 FINAL.pdf
PDF 1 MB Posted
- Attached to
- Repair RR7 Culverts
- Solicitation number
- W911SG-24-B-0010
About this file
This document is a pre-solicitation notice for an Invitation for Bids (IFB) to repair the RR7 culverts at White Sands Missile Range (WSMR) in Dona Ana County, New Mexico. The contract is for the removal and replacement of multiple culverts along Range Road 7, approximately 12 miles north of the main cantonment area. The project is set aside 100% for Service-Disabled Veteran Owned Small Businesses (SDVOSB) under NAICS code 237310 with a size standard of $45,000,000.00. The magnitude of construction is between $1,000,000 and $5,000,000. The contract duration is 365 days after notice to proceed. The solicitation is expected to be issued on or about June 27, 2024, with a pre-bid conference on July 17, 2024 and bid opening on or about July 30, 2024. The agency issuing the contract is the Department of the Army Materiel Command Mission and Installation Contracting Command (MICC) Fort Hood.
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Text version
Range Road 7 Section 3 Culvert Repair
DPW063073P
WS-85110-2024-C-C-01
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COVER SHEET
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DIRECTORATE OF PUBLIC WORKS
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REP
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GHB
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NONE
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BID SET 100%%% DESIGN
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.
Material Testing:
1. The contractor shall control the quality of the work and shall provide adequate testing to assure compliance with the specifications.
2. After completion of paving work, all paving shall be flooded with water and any resulting
"birdbaths" shall be ringed with chalk. Such hollows shall be corrected with addition of asphalt paving materials and re-rolling until all paving is completely level and free from hollows and high spots at no additional cost to the government.
3. Contractor shall perform in-place density and compaction test of the completed pavement in accordance with CTM No. 375 to determine compliance with specified requirements. Test density core for each 250 tons of HMA. Maximum area size shall be 500 tons with a minimum of 3 test per location and 1 test for each 50 tons after. Each pavement area shall be an independent lot.
Compaction shall be taken as an average for a pavement area. COR shall determine core location.
WS-85110-2024-C-GN-02
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. No heavy equipment shall be used. Contractor shall hand excavate or pothole all utilities to verify locations. Report any damage to the COR immediately.
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 fire hydrant located at LAT= 32.4802, long =
-106.4186, Approximately 25 miles South of project. the contractor must install a back flow prevention device that is approved by WSMR Water Plant manager, 575-678-1917.
Alternate water source is located at LAT: 32.9022, LONG: -106.4322, a pond, contractor shall supply pump approximately 10 miles North of project on RR10. 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 30' wide area for bypass road, see site plan.
13. Vegetation shall be deposited at borrow site specified for this project, located at LAT:
32.5129, LONG: -106.4295, approximately 10 miles north of project. 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.
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.
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BID SET 100%%% DESIGN
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NONE
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REP
GHB
WS-85110-2024-C-SP-03
End RR7 SEC3 32.7908, -106.4849
Culvert 1, 32.7890, -106.4838
Culvert 2, 32.7801, -106.4761
Culvert 3, 32.7771, -106.4762
Culvert 4, 32.7670 -106.4696
Proposed Staging area, 32.7678, -106.4696
Demolition Notes:
1. Culvert 1, remove existing two runs of 48" CMP, 140LF.
2. Culvert 2, remove existing two runs of 48" CMP, 140LF.
3. Culvert 3, remove existing three runs of 48" CMP, 210LF.
4. Culvert 4, remove existing three runs of 48" CMP, 210LF.
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SITE PLAN NO SCALE
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NONE
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RR-288A
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RR-7
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RR-287
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REP
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 30' temporary bypass road to a smooth and continuous alignment with a minimum radius of 150'. Elevation to match existing pavement elevation of Range Road 7.
3. Contractor shall remove and dispose of rock sedimentation and silt in the arroyo in order to install CMP, prior to constructing bypass 30' wide road with embankment slopes no steeper than 3:1. Contractor may use WSMR borrow pits.
4. Contractor shall install 4-36” diam. temporary steel CMP as per specification section 206 NMDOT SSHBC. CMP shall be galvanized gage 16. The alignment of the
CMP shall be skewed to match the existing arroyo, align with the center of the arroyo's flow path crossing the road.
5. 2 additional temporary CMP crossing shall be installed in the bypass at 32.7705, -106.4718 and 32.7822, -106.4794, 4-36" CMP.
6. 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.
7. Apply water for dust control per Section 158 of the Federal
Highway Administration FP-03. Contractor may utilize the fire hydrant located at LAT= 32.4802, long = -106.4186, Approximately 20 miles
South of project. the contractor must install a back flow prevention device that is approved by WSMR Water Plant manager, 575-678-1917.
8. Upon completion and acceptance of the project, the contractor shall remove the temporary bypass road and dispose of the excess soil to the borrow pit. reestablish surrounding area to original or better condition with the surface runoff flow into the arroyo. Demolish existing
CMP and dispose.
2'-0"
3'-0"
WS-85110-2024-C-SP-04
Culvert 1, 32.7890, -106.4838
Remove and replace
Culvert 2, 32.7801, -106.4761
Remove and replace
Culvert 3, 32.7771, -106.4762
Remove and replace
Culvert 4, 32.7670 -106.4696
Remove and replace
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BYPASS NO SCALE
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MAY 2024
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RR-288A
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RR-7
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BID SET 100%%% DESIGN
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BYPASS TEMPORARY CULVERT NO SCALE
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Existing RockClass 2 Non-Woven Fabric
Wrap bottom, sides and top of
Crushed Stone.
" to
" Crushed Stone or Rock, Dense or Open-Grade With
Little or No Fines, Vibratory
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Bedding
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Ensure a smooth transition from existing Roadway to Bypass.
CONSTRUCTION NOTES:
1. INSTALL 5 NEW 48” DIAM. STEEL CMP AS PER SPECIFICATION SECTION 33 40 00 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, 511-50-1&2/4.
2. 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 SP
III. RESTRIPE ROAD TO MATCH EXISTING. REFER TO NEW ROADWAY DETAIL SHEET 9.
3. CONTRACTOR SHALL RE-GRADE THE ARROYO STREAMBED AND SIDE SLOPES 50' FROM END OF
CULVERT ON BOTH SIDES. PROVIDE POSITIVE FLOW FROM THE OUTLET'S INVERT.
4. THE CONTRACTOR SHALL RE-GRADE SHOULDERS TO A 2% CROSS SLOPE FROM EDGE OF
PAVEMENT.
5. 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.
WS-85110-2024-C-NW-05
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CULVERT NEW WORK
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#4 Bars
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B a r s c c
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#4 Bars @ 12" c-c
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WS-85110-2024-C-NW-06
General Notes:
1. Concrete wingwalls and aprons will be installed according to NMDOT standards and specifications.
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APRON
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48" CMP PIPE
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10"
48"
10"
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H
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Equal Spaces
#4C Bars
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Bars
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@ 18"
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WS-85110-2024-C-NW-07
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WS-85110-2024-C-NW-08
General Notes:
1. Quantities shown are for two headwalls.
2. The details on these drawings are for typical culvert with 2 pipes this drawing applies to culvert headwalls with any number of pipes. The central portion of the wall of length "B" is repeated as many times as required by the number of pipes.
3. All work shall conform to the New Mexico Department of Transportation Standard Specifications for Highway and Bridge Construction Current Edition.
4. Concrete shall conform to Sections 511 - concrete structures. Concrete shall be Class AA. Apply penetrating water repellent per section 532.
5. Reinforcing steel (rebar) shall conform to section 540 - steel reinforcement.
6. Install swellable hydrophilic waterstop at the pipe to headwall interface in accordance with section 511.
7. Refer to New Mexico Department of Transportation Standard Specifications for Highway and Bridge Construction Current Edition sheets 511-03-1/2 and 511-03-1/1.
Split Duct
1. There are Commo lines at all 4 culverts in the apron proposed locations, the contractor shall protect the Commo lines. Commo lines will need to be placed in a split duct system and encased in concrete.
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WHITE SANDS MISSILE RANGE, N.M.
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DIRECTORATE OF PUBLIC WORKS
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HEADWALL REBAR DETAILS
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DIRECTORATE OF PUBLIC WORKS
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BID SET 100%%% DESIGN
AutoCAD SHX Text RR 7 Section 3 Culvert Repair
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REP
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NONE
AutoCAD SHX Text Table 1 Concrete Headwalls with one pipe
AutoCAD SHX Text Table 2 Concrete Headwalls with one pipe
AutoCAD SHX Text Table 3 Anchor Location
Marker Tape
Finished Grade Finished Grade
Re-Compact Subgrade to
95% ASTM 1556
3" 3" 3"
#4/0 BC GND
See Note 2
Finished Grade ghjchjkhjk
Finished Grade
Apron
48" CMP PIPE
4" Split Duct
10'
WS-85110-2024-C-NW-09
Split Duct
1. There are Commo lines along the East side of Range Road 7 the contractor shall protect the Commo lines. Commo lines will need to be placed in a split duct system and encased in concrete.
2. Provide concrete encasement (3000 PSI) of ducts at all locations.
3. Provide pull cords at all empty ducts.
4. Provide 4" Schedule 40 PVC (Split Duct) to be used unless noted otherwise.
5. #4/0 bare copper ground to run over bank and grounded at each end (Sectionalizer, manhole, transformer, ECT.)
6. Duct banks shall run 10' beyond culverts on both sides.
7. If Commo lines fall outside of the apron contractor shall concrete encase and place in split duct.
Concrete Encased Duct Bank 2-Way 4" Conduit Trench
NO SCALE
Concrete Encased Duct Bank - Plan View
NO SCALE
N
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Solid No - Passing Line or
Shoulder Stripping
Double Yellow Centerline
PAVEMENT MARKING
Typical Shoulder/Center Stripe
Dimensions
NTS
SIGN INSTALLATION
ON STEEP FILL SLOPES
V
(7' MIN.)
SHOULDER
W
SLOPE BREAK
12'
MIN.
SIGN
FILL SLOPES
STEEPER
THAN 6H:1V
EDGE OF
TRAVELED
WAY
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)
SIGN INSTALLATION
IN DITCH SECTION
EDGE OF
TRAVELED
WAY
SLOPE BREAK
SHOULDER
12' MIN.
W
4'
MIN.
V
(7' MIN.)
SIGN
DITCH
Subbase - Scarify to 8 inches and compact to
95% 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 TY II Base
Course compacted to 96% per ASTM
D1557 to a final thickness of 6 inches.
Native Fill - 3H:1V max slope. Compact to 95% per ASTM
D1557.
Subbase - scarify to
8 inches and compact to 95% per
ASTM D1557.
6' - 0" MIN
SHOULDER
6' - 0" MIN
2% Crown Slope
Traveled Way
SHOULDER
12' - 0" MIN
Traveled Way
12' - 0" MIN
Tack Coat
New TY II Base Course compacted to 96% per
ASTM D1557 to a final thickness of 6 Inches.
Subbase - scarify to
8 inches and compact to 95% per
ASTM D1557.
Native Fill - 3H:1V max slope. Compact to 95% per ASTM
D1557.
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 chip seal of the roadway.
3. All paint markings shall comply with the Manual of Uniform Traffic Control Devices.
4. Apply two coats of a Type "B" Traffic Paint Per section 634.05 of FP-03.
5. Prepare road surface and apply per mfg.
instructions.
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 2" x 2" 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.
6. Contractor shall remove all TY III Object Markers and install 4 new TY III Object Markers per culvert.
Existing signs shall be completely dismantled and delivered to off-site at an approved State Licensed
Landfill.
WS-85110-2024-C-SP-10
NEW ROADWAY DETAIL
NTS
Roadway
1. Replace roadway with Superpave SP III asphalt.
2. Regrade shoulders to match existing and create a positive grade to the new culvert.
AutoCAD SHX Text Passing Line or Skip Line
AutoCAD SHX Text Stripe Notes: 1. All paint shall comply with the Manual of Uniform Traffic Control Devices. 2. Apply Type "B" Waterborne Traffic Paint with glass beads per FP-03. 3. Coordinate lane width to be restripped with COR.
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WHITE SANDS MISSILE RANGE, N.M.
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BID SET 100%%% DESIGN
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REP
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AutoCAD SHX Text RR 7 Section 3 Culvert Repair
| Sheets and Views |
| RR7 Sec 3 Culverts_recover-Cover_1 |
| RR7 Sec 3 Culverts_recover-General Notes |
| RR7 Sec 3 Culverts_recover-Site Plan_Demo_3 |
| RR7 Sec 3 Culverts_recover-Bypass_4 |
| RR7 Sec 3 Culverts_recover-Culvert New Work |
| RR7 Sec 3 Culverts_recover-WW Aprons |
| RR7 Sec 3 Culverts_recover-Headwall |
| RR7 Sec 3 Culverts_recover-Rebar |
| RR7 Sec 3 Culverts_recover-Split Duct |
| RR7 Sec 3 Culverts_recover-Signs Markings Paving |
File details come from the government source that posted it. Updated .