140R3026Q0032_-_Attachment_2_-_Drawings.pdf

PDF 1 MB Posted Feb 25, 2026

Attached to: YUMA VALLEY LEVEE ROAD REPAIR
Solicitation number: 140R3026Q0032
Issued by: Department of the Interior Bureau of Reclamation

About this file

Written by GovTribe AI · Feb 25, 2026

This is a design document and title sheet for a levee road repair project managed by the Bureau of Reclamation, U.S. Department of the Interior, located in Yuma, Arizona. The project is titled "Yuma Valley Levee Road Repair" and focuses on the West Levee Road within the Colorado River Front Work and Levee System under the Yuma Division.

The document includes a vicinity map showing the project location near Yuma, Arizona, relative to the Colorado River and surrounding agricultural areas. The repair work encompasses three identified segments: Begin Repair Project, Middle Repair Project, and End Repair Project along the West Levee Road. The construction limits span approximately 11'-0" shoulders (existing), a 11'-0" travel lane (existing), an 11'-0" travel lane (new pavement), and repair areas with match existing pavement specifications. Design details indicate roadway typical sections with asphalt concrete pavement replacement, shoulder reconstruction, and aggregate base course work. The project requires excavation notifications with Arizona Blue Stake, Inc. (811 or Arizona811.com) at least two full working days prior to beginning work. All construction materials and workmanship must comply with project specifications and details, with contractor responsibility for spill performance and environmental compliance during construction activities.

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Other files

File	Type	Posted
140R3026Q0032_Solicitation_Updated_per_Amendment_0001_0001.pdf	PDF	Mar 4, 2026
Sol_140R3026Q0032_Amd_0001.pdf	PDF	Mar 4, 2026
140R3026Q0032_-_Attachment_1_-_Statement_of_Work.pdf	PDF	Feb 25, 2026
140R3026Q0032_-_Attachment_4_-_Wage_Determination_AZ20260050.pdf	PDF	Feb 25, 2026
Sol_140R3026Q0032.pdf	PDF	Feb 25, 2026
140R3026Q0032_-_Attachment_3_-_Pictures.pdf	PDF	Feb 25, 2026
140R3026Q0032_-_Solicitation.pdf	PDF	Feb 25, 2026

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YUMA VALLEY LEVEE ROAD REPAIR

LOCATION MAP

EARTHWORK NOTES

GENERAL NOTES

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

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YUMA VALLEY LEVEE

ROAD REPAIR

TITLE SHEET

YUMA, AZ

423-303-60183

2026-02-23

SHEET INDEX

SHEET 1 TITLE/NOTES/SECTION

SHEET 2 PLAN & DETAILS

VICINITY MAP

PLAN VIEW

Call at least two full working days before you begin excavation.

ARIZONA BLUE STAKE, INC.

Call 811 or click Arizona811.com

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CALIFORNIA

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OCEAN

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PACIFIC

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PHOENIX

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YUMA

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NEVADA

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ARIZONA

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UTAH

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PROJECT SITE

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BEGIN REPAIR PROJECT REPAIR PROJECT REPAIR PROJECT 0+00

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END REPAIR PROJECT 3+65

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MAIN OUTLET DRAIN

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WEST LEVEE ROAD

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EXISTING GROUND

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SEE DETAIL A, SHEET 2

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1. CONTRACTOR TO APPLY WATER FOR DUST ABATEMENT DURING ALL ACTIVITIES AS STATED IN THE CONTRACTOR TO APPLY WATER FOR DUST ABATEMENT DURING ALL ACTIVITIES AS STATED IN THE S.O.W. 2. USE EXTREME CAUTION DURING EXCAVATING IN AREAS WHERE OVERHEAD OR UNDERGROUND POWER USE EXTREME CAUTION DURING EXCAVATING IN AREAS WHERE OVERHEAD OR UNDERGROUND POWER INTERSECTS ROAD ALIGNMENT. PROTECT EXISTING POWER LINES IN PLACE. 3. BACKFILL AND COMPACT PER SPECIFICATIONS.BACKFILL AND COMPACT PER SPECIFICATIONS.

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1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP WILL BE IN ACCORDANCE WITH PROJECT ALL CONSTRUCTION MATERIALS AND WORKMANSHIP WILL BE IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND DETAILS. 2. ALL UNDERGROUND UTILITIES SHALL BE BLUE STAKED AND FIELD VERIFIED PRIOR TO ALL UNDERGROUND UTILITIES SHALL BE BLUE STAKED AND FIELD VERIFIED PRIOR TO CONSTRUCTION. CAUTION SHALL BE TAKEN DURING ALL CONSTRUCTION ACTIVITIES. 3. PROVIDE TRAFFIC CONTROL DEVICES PER MUTCD STANDARDS AND AS STATED IN S.O.W. PROVIDE TRAFFIC CONTROL DEVICES PER MUTCD STANDARDS AND AS STATED IN S.O.W. 4. CONTRACTOR SHALL MAINTAIN 2 SETS OF FULL SIZE PRINTS OF CONTRACT DRAWINGS MARKED TO CONTRACTOR SHALL MAINTAIN 2 SETS OF FULL SIZE PRINTS OF CONTRACT DRAWINGS MARKED TO SHOW ACCURATE AND COMPLETE RECORDS OF AS-BUILT CONDITIONS. DRAWINGS SHALL BE KEPT AT THE JOBSITE AND MARKED AS WORK PROGRESSES. 5. CONTRACTOR IS RESPONSIBLE FOR SPILLS OR LEAKS DURING PERFORMANCE OF CONTRACT WHICH CONTRACTOR IS RESPONSIBLE FOR SPILLS OR LEAKS DURING PERFORMANCE OF CONTRACT WHICH OCCUR AS A RESULT OF, OR ARE CONTRIBUTED TO BY THE ACTIONS OF THE CONTRACTOR’S S AGENTS, EMPLOYEES, OR SUBCONTRACTORS. 6. CALL "811" AT LEAST TWO FULL WORKING DAYS PRIOR TO DIGGING. CALL "811" AT LEAST TWO FULL WORKING DAYS PRIOR TO DIGGING. 7. PROJECT STARTING AND ENDPOINTS WILL BE STAKED ON SITE BY THE GOVERNMENT..PROJECT STARTING AND ENDPOINTS WILL BE STAKED ON SITE BY THE GOVERNMENT..

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ROADWAY TYPICAL SECTION LEVEE ROAD - 0+00 TO 3+65 (SCALE 1"=50')

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BEGIN REPAIR PROJECT 0+00

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ALWAYS THINK

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SAFETY

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END REPAIR PROJECT 3+65

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COLORADO RIVER

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S AVENUE D

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WEST LEVEE ROAD

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N FIGUEROA AVE

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SCALE: 1"=500'

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SCALE: NTSNTS

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SCALE: 1"=100'

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ABANDONED RAILROAD RAILS

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MATCH EXISTING SLOPE

NOTES

SCHEDULE OF WORK

SHEET

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YUMA VALLEY LEVEE

ROAD REPAIR

PLAN VIEWS AND

DETAILS

YUMA, AZ

423-303-60184

2026-02-23

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

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PLAN VIEW (STA: 0+00 TO 0+60) (SCALE 1"=10')

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PLAN VIEW (STA: 0+60 TO 1+20) (SCALE 1"=10')

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PLAN VIEW (STA: 1+20 TO 1+80) (SCALE 1"=10')

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PLAN VIEW (STA: 1+80 TO 2+40) (SCALE 1"=10')

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PLAN VIEW (STA: 2+40 TO 3+00) (SCALE 1"=10')

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PLAN VIEW (STA: 3+00 TO 3+65) (SCALE 1"=10')

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1. FIELD VERIFY DIMENSIONS AND ELEVATIONS. FIELD VERIFY DIMENSIONS AND ELEVATIONS. 2. STATIONS SHOWN ARE APPROXIMATE LOCATION. STATIONS SHOWN ARE APPROXIMATE LOCATION. ACTUAL LOCATIONS TO BE FIELD VERIFIED.

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STA: 1+861+86

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STA: 3+313+31

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STA: 3+453+45

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SAW CUT TO FACILITATE REPAIR.

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REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND PROPERLY DISPOSE OF.

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REPLACE WITH NEW ASPHALT. REFER TO ROADWAY TYPICAL SECTION, SHEET 1.

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RE-STRIPE SHOULDER, 11' FROM EXISTING ROADWAY C.

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PLACE NEW AGGREGATE BASE COURSE ALONG SHOULDER EDGE OF REPAIRED

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ASPHALT CONCRETE PAVEMENT. REFER TO ROADWAY TYPICAL SECTION, SHEET 1.

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START OF TRANSITION. SAW CUT AS SHOWN. SEE DETAIL C, THIS SHEET.

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STA: 1+00.421+00.42

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C ROADWAY

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C ROADWAY

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C ROADWAY

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C ROADWAY

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C ROADWAY

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C ROADWAY

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ASPHALT CONCRETE PAVEMENT

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CONSTRUCT 30° PAVEMENTEDGE (SAFETY EDGE).

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ROADWAY AGGREGATE

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DETAIL A (TYP. SECTION) NTS

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DETAIL B (TYP. SHOULDER) NTS

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START TRANSITION, (SEE PLAN PER STA.)

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SAW CUT

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RE-STRIPE SHOULDER

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DETAIL C (TYP. SAW CUT) NTS

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ALWAYS THINK

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SAFETY

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STA: 0+50.420+50.42

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EXISTING ASPHALT CONCRETE PAVEMENT TO REMAIN.

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SLOPE VARIES

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C ROADWAY

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RE-STRIPE SHOULDER TO MATCH EXISTING & PER S.O.W.

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SAW CUT LINE

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NEW 3" ASPHALT CONCRETE PAVEMENT PER S.O.W.

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INSPECT & PREPARE EXISTING ABC IN ACCORDANCE WITH S.O.W.

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NEW TACK COAT BETWEEN LIFTS

423-303-60183-RD-1 1.pdf

Sheets and Views

1-final

423-303-60184-RD-1 1.pdf

Sheets and Views

2-final

File details come from the government source that posted it. Updated Feb 25, 2026.