ST89330252_10_Locations_in_Phoenix_-_22x34_Plans.pdf

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10 LOCATIONS IN PHOENIX (HAWK SIGNAL)
Solicitation number
ST89330252
Issued by
Maricopa County, Phoenix City, Arizona

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Written by GovTribe AI ·

This document is a comprehensive set of engineering and construction plans for the City of Phoenix Street Transportation Department's Highway Safety Improvement Program (HSIP), specifically detailing infrastructure improvements for 10 locations across Phoenix, Arizona. The project involves installing HAWK (High-Intensity Activated CrossWalk) signals, with detailed plans for foundation and equipment installation, wiring, ramp details, and striping at various intersections including Thomas Road, 35th Avenue, 43rd Avenue, Indian School Road, and others. The plans cover multiple technical aspects such as concrete sidewalk construction, curb ramps, truncated domes, pavement replacement, and signal equipment installation across Phoenix's Districts 2, 3, 4, 7, and 8.

The project is federally funded and subject to specific requirements, including a Disadvantaged Business Enterprise (DBE) participation goal of 8.18%. Contractors must comply with federal regulations such as the Davis-Bacon Act wage standards, U.S. Department of Transportation DBE Program regulations, and Buy America steel and iron material requirements. The bid documents indicate a mandatory pre-bid meeting scheduled for September 23, 2025, at 10:30 am, with both in-person and virtual attendance options. Bid submissions are due by 2:00 pm on Tuesday, October 7, 2025, through the City's Procurement Portal, with the City reserving the right to award the contract to the lowest responsible responsive bidder or reject all bids if deemed appropriate.

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CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

HIGHWAY SAFETY IMPROVEMENT

PROGRAM (HSIP)

10 LOCATIONS IN PHOENIX

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

1501 W. FOUNTAINHEAD PKWY,

SUITE 401, TEMPE, AZ 85282

PHONE: 480-966-8188

WWW.JACOBS.COM

GENERAL NOTES

GENERAL NOTES:

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REVISION BY CITY OF PHOENIX

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DESCRIPTION

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REVISION BY CITY OF PHOENIX

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REVISION BY CITY OF PHOENIX

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DESCRIPTION

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REV BY

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AutoCAD SHX Text RAMP AND SIGNAL IMPROVEMENTS: PHOENIX STREET - MARICOPA CO. HIGHWAY SAFETY IMPROVEMENT PROGRAM (HSIP) HAWK SIGNALS

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DR:

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DES:

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SHEET

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AS

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BUILT

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SCALE: AS SHOWN

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BS/MV

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BS/MV

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APM/JC

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PER THE CITY OF PHOENIX CITY CODE CHAPTER 2,

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SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE

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ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT

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AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE

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CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX.

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REGION

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STATE

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PROJECT NO.

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SHEET

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NO.

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TOTAL

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SHEETS

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AS BUILT

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ARIZ.

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CHECKED:

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DESIGN:

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DRAWN:

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BJS/MV

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BJS/MV

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APM/JC

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ST89330252-1

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ANIL

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MUDIGONDA

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WITHIN OR ABUT THE R/W SHALL BE FILLED WITH 2" ACSC ON 100%

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BACK OF NEW SIDEWALK AND EXISTING AC PARKING LOTS, WHICH ARE

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- UNLESS OTHERWISE PROVIDED ON THE PLANS, THE SPACE BETWEEN THE

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DRIVEWAY ENTRANCE.

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THICKNESS AND CLASS SHALL MATCH THAT OF THE NEW SIDEWALK OR

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ENTRANCES AND EXISTING PCC DRIVEWAYS SHALL BE FILLED WITH PCC. THE

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SIDEWALKS, AND THE SPACE BETWEEN THE BACK OF NEW DRIVEWAY

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- THE SPACE BETWEEN BACK OF NEW SIDEWALKS AND EXISTING PRIVATE

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THICKNESS EXCEED THE MINIMUMS, MATCH THE EXISTING.

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100% COMPACTED NATIVE SOIL WHERE EXISTING PAVEMENT AND BASE

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EXISTING AC DRIVEWAYS SHALL BE FILLED WITH A MINIMUM OF 3" ACSC ON

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- THE SPACE BETWEEN THE BACK OF NEW DRIVEWAY ENTRANCES AND

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CONNECTED TO THE NEW WORK AS FOLLOWS:

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AND SIDEWALKS WHICH FALL WITHIN OR ABUT THE RIGHT OF WAY SHALL BE

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19. UNLESS OTHERWISE PROVIDED ON THE PLANS, EXISTING AC OR PCC DRIVEWAYS

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NECESSARY.

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SPECIFIED. EXISTING SURFACING SHALL BE REMOVED AND REPLACED AS

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THE NEW WORK IN ACCORDANCE WITH COP STD DTL P1164, UNLESS OTHERWISE

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18. ALL EXISTING DRIVEWAYS AND ALL EXISTING ALLEYS SHALL BE GRADED TO MATCH

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ORIGINAL POSITION BY THE CONTRACTOR.

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WHICH ARE DISTURBED BY NEW CONSTRUCTION SHALL BE RESET IN THEIR

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17. ALL EXISTING PRECAST CONCRETE SAFETY CURBS OUTSIDE THE RIGHT OF WAY

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AT THE RIGHT OF WAY LINE.

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STREET RIGHT OF WAY SHALL BE SALVAGED AND STOCKPILED FOR THE OWNER

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RIGHT OF WAY LINE. ALL OTHER PRECAST CONCRETE SAFETY CURBS INSIDE THE

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DIRECTLY OPPOSITE THEIR EXISTING LOCATION, WITH THE BACK EDGE OF THE

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PARALLEL TO THE NEW CURB LINE, SHALL BE RESET ON THE RIGHT OF WAY

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PARKING CURBS, WHICH ARE INSIDE THE RIGHT OF WAY AND APPROXIMATELY

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16. ALL EXISTING PRECAST CONCRETE SAFETY CURBS AND ALL EXISTING WOODEN

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ORIGINAL CONDITION AND LOCATION UNLESS OTHERWISE SPECIFIED.

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15. ANY AREA OR ITEMS ALTERED DURING CONSTRUCTION SHALL BE RESTORED TO

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BE SUPPORTED PER MAG STD DTL 403-1, 403-2, OR 403-3.

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14. SANITARY SEWER MAINS AND TAPS CROSSING OVER STORM DRAIN MAINS SHALL

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CENTERLINE AND AT THE CENTERLINE OF THE CATCH BASIN.

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13. CATCH BASINS ARE STATIONED PERPENDICULAR TO THE CONSTRUCTION

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OF PHOENIX DETAIL P1200.

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12. UNLESS OTHERWISE NOTED, PIPE SHALL BE BEDDED IN ACCORDANCE WITH CITY

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CENTERLINE OF PIPE.

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11. UNLESS OTHERWISE NOTED, STATIONS SHOWN ON PIPE PROFILES ARE ALONG

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10. VERTICAL CONTROL IS BASED ON PHOENIX DATUM NGVD-29.

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ARIZONA 811 SYSTEM OR IF ARIZONA 811 FAILS TO MARK THE UTILITIES.

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UTILITIES DIRECTLY AND VERIFY LOCATION INFORMATION IF THEY ARE NOT IN THE

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UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT OTHER APPROPRIATE

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CONTACT ARIZONA 811 (FORMERLY BLUESTAKE) TO FIND AND FLAG

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9. AT LEAST TWO WORKING DAYS BEFORE CONSTRUCTION, THE CONTRACTOR SHALL

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8. EXISTING UTILITIES SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.

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VERIFIED BY THE CONTRACTOR PRIOR TO INITIATION OF CONSTRUCTION.

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ACCURACY, LOCATION AND COMPLETENESS OF THIS INFORMATION SHALL BE

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SUPPLEMENTED BY VISUAL SURFACE INFORMATION WHERE APPROPRIATE.

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AVAILABLE INFORMATION PROVIDED VARIOUS OWNERS OF THE FACILITIES, AND

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HORIZONTAL CONTROLS ARE LOCATED ONLY APPROXIMATELY AND TO THE BEST

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7. FACILITIES WHICH ARE NOT SPECIFICALLY LOCATED WITH ACTUAL VERTICAL AND

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PRIOR TO ORDERING FITTINGS.

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6. CONTRACTOR SHALL CONFIRM PIPE MATERIAL AT DESIGNATED CONNECTION POINTS

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AN ANGLE NOT TO EXCEED 22-1/2 DEGREES FROM PERPENDICULAR.

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PREFABRICATED. CONNECTOR PIPES SHALL CONNECT TO CATCH BASIN WALLS AT

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505. ANY ANGLE BENDS GREATER THAN 22-1/2 DEGREES SHALL BE

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22-1/2 DEGREES. THE BEND SHALL BE COLLARED ACCORDING TO MAG STD DTL

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NECESSARY TO MEET FIELD CONDITIONS, THE MAXIMUM DEFLECTION SHALL BE

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SLOPE UNLESS OTHERWISE SPECIFIED. IF BREAKS IN ALIGNMENT OR SLOPE ARE

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5. CATCH BASIN CONNECTOR PIPES SHALL BE LAID ON A STRAIGHT ALIGNMENT AND

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PER COP STD DTL P1576.

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CONNECTIONS TO NEW CAST IN PLACE CONCRETE PIPE MAINS SHALL BE MADE

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SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO MANUFACTURE. PIPE

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WITH FACTORY MADE WYES OR TEES. THE DETAIL OF THE FITTINGS MUST BE

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4. PIPE CONNECTIONS TO NEW PRECAST CONCRETE PIPE MAINS, SHALL BE MADE

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SHALL NOT BE CLOSER THAN 5 FEET, CENTER TO CENTER.

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ACCORDANCE WITH DETAILS CALLED OUT ON THE PLANS. CONNECTION TO MAINS

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3. PIPE CONNECTIONS TO EXISTING CONCRETE PIPE MAINS SHALL BE MADE IN

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2. ALL STORM SEWER MANHOLES ARE TO BE CONSTRUCTED WITHOUT STEPS.

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MAG STANDARD SPECIFICATIONS AND DETAILS, IN THAT ORDER OF PRECEDENCE.

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DETAILS, CITY OF PHOENIX TRAFFIC SIGNAL STANDARD SPECIFICATIONS, AND 2015

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2015 CITY OF PHOENIX SUPPLEMENTS TO MAG STANDARD SPECIFICATIONS AND

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CONTRACT ADDENDUMS, CONTRACT SPECIAL PROVISIONS AND DETAILS, PLANS,

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1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ANY ISSUED

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COMPACTED NATIVE SOIL.

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CONTAIN RECONSTRUCTION DETAILS, EXISTING IRRIGATION BERMS SHALL BE

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RECONSTRUCTED AS SHOWN ON PLANS IN THE EVENT THE PLANS DO NOT

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20. EXISTING IRRIGATION BERMS DISTURBED BY NEW CONSTRUCTION SHALL BE

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RESTORED IN THEIR ORIGINAL CONDITION AND LOCATION.

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21. ALL CONCRETE TO BE REMOVED AND REPLACED SHALL BE SAWCUT TO THE

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NEAREST JOINT

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REPLACED WITH NEW DIP FROM JOINT TO JOINT AT THE CONTRACTOR'S EXPENSE.

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LINE. SHOULD THE LINE BECOME EXPOSED, THE EXPOSED LINE SHALL BE

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23. CONTRACTOR SHALL USE EXTREME CAUTION WHEN DIGGING NEAR ANY ACP WATER

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RIGHT OF WAY CONTRACTOR SHALL PROVIDE AT LEAST SIX (6) INCHES OF

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24. WATER METER BOX AND COVER RELOCATIONS SHALL BE PLACED WITHIN THE COP

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SPACE BEHIND THE WATER METER BOX TO THE RIGHT OF WAY LINE

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22. CATCH BASIN ACCESS FRAME AND COVERS SHALL BE CONSTRUCTED PER COP DETAIL P1561.

HIGHWAY SAFETY IMPROVEMENT

PROGRAM (HSIP)

10 LOCATIONS IN PHOENIX

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

1501 W. FOUNTAINHEAD PKWY,

SUITE 401, TEMPE, AZ 85282

PHONE: 480-966-8188

WWW.JACOBS.COM

QUANTITY SUMMARY, LEGEND

& ABBREVIATIONS

LEGEND

LEGEND

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SHEET

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SHEETS

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AS

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BUILT

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SCALE: AS SHOWN

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BS/MV

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BS/MV

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APM/JC

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PER THE CITY OF PHOENIX CITY CODE CHAPTER 2,

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SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE

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ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT

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AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE

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CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX.

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REGION

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STATE

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PROJECT NO.

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AS BUILT

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BJS/MV

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BJS/MV

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APM/JC

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ST89330252-1

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ANIL

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MUDIGONDA

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9" AC (C-3/4)

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100% COMPACTED SUBGRADE PER MAG 301

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STRUCTURAL SECTION NO.1

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EXISTING UTILITY LINE W/ SIZE & TYPE (GREATER THAN 12")

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NEW UTILITY LINE W/ SIZE & TYPE (GREATER THAN 12")

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EXISTING UTILITY LINE W/ SIZE & TYPE (12" AND SMALLER)

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NEW UTILITY LINE W/ SIZE & TYPE (12" AND SMALLER)

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EXISTING WATER SERVICE W/SIZE AND WATER METER BOX

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NEW WATER SERVICE W/SIZE AND WATER METER BOX

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EXISTING STORM SEWER OR NEW STORM SEWER SHOWN

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NEW STORM SEWER (GREATER THAN 12")

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EXISTING MANHOLE (UTILITY DESIGNATION IN CENTER)

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NEW MANHOLE (UTILITY DESIGNATION IN CENTER)

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ON SEPARATE PLANS (GREATER THAN 12")

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NEW CATCH BASIN, CURB INLET (LENGTH TO SCALE)

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EXISTING CATCH BASIN, GUTTER LENGTH

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NEW CATCH BASIN, GUTTER INLET (LENGTH TO SCALE)

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EXISTING CATCH BASIN, CURB INLET

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NEW CATCH BASIN, CURB & GUTTER INLET (LENGTH TO SCALE)

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EXSITING CATCH BASIN, CURB & GUTTER INLET

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EXISTING SURVEY MONUMENT - MAG DETAIL 120-1 TYPE "B"

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NEW SURVEY MONUMENT - MAG DETAIL 120-1 TYPE "B"

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BENCHMARK

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EXISTING SURVEY MONUMENT - MAG DETAIL 120-1 TYPE "A"

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NEW COMBINED CURB & GUTTER - MAG DETAIL 220 TYPE "A"

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NEW SURVEY MONUMENT - MAG DETAIL 120-1 TYPE "A"

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NEW CONCRETE SIDEWALK - COP STD DETAIL P1230

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EXISTING COMBINED CURB & GUTTER

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EXISTING CONCRETE SIDEWALK

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NEW CONCRETE DRIVEWAY OR ALLEY ENT. PER DETAIL NO. ON PLANS

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NEW CONCRETE SIDEWALK RAMP PER DETAIL ON PLANS

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EXISTING CONCRETE DRIVEWAY OR ALLEY ENT.

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EXISTING CONCRETE SIDEWALK RAMP

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EXISTING EASEMENT LINE

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EXISTING R/W LINE

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EXISTING PROPERTY LINE

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EXISTING PAVEMENT CENTER LINE OR MONUMENT LINE

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NEW DECORATIVE PAVEMENT

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EXISTING DECORATIVE PAVEMENT

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CUT LIMIT

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FILL LIMIT

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NEW BLOCK WALL

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EXISTING BLOCK WALL

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NEW WIRE FENCE

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EXISTING WIRE FENCE

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EXISTING PAVEMENT

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NEW IRRIGATION STANDPIPE - MAG 503

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EXISTING MAILBOX

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NEW MAILBOX

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EXISTING IRRIGATION STANDPIPE

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NEW OR RELOCATED FIRE HYDRANT BY CONTRACTOR

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EXISTING FIRE HYDRANT

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NEW OR RELOCATED UTILITY VALVE BY CONTRACTOR

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EXISTING UTILITY VALVE

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NEW OR RELOCATED IRRIGATION BOX BY CONTRACTOR

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EXISTING IRRIGATION BOX

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ADJUST EXISTING WATER VALVE BOX - COP STD. DETAIL P1391

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EXISTING WATER VALVE W/ TOP OF OPERATING NUT ELEVATION

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EXISTING STREET OR TRAFFIC SIGN

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NEW STREET OR TRAFFIC SIGN

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NEW TRAFFIC SIGNAL POLE W/ MAST ARM & SIGNAL INDICATIONS

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NEW OR RELOCATED UTILITY POLE W/ LINE INDICATING WIRE DIRECTION

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EXISTING UTILITY POLE W/ LINE INDICATING WIRE DIRECTION

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NEW OR RELOCATED POWER POLE DOWN GUY ANCHOR

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EXISTING POWER POLE DOWN GUY ANCHOR

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NEW STREET LIGHT & POLE

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EXISTING STREET LIGHT & POLE

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NEW STREET LIGHT

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EXISTING STREET LIGHT

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EXISTING TREE OR STUMP TO BE REMOVED (GREATER THAN 12" DIA.)

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EXISTING TREE OR STUMP TO BE REMOVED 12" DIA. OR LESS (NPI)

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EXISTING TREE TO BE TRANSPLANTED BY CONTRACTOR

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EXISTING TREE TO REMAIN (GREATER THAN 12" DIA.)

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EXISTING TREE TO REMAIN (12" DIA. OR LESS)

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EXISTING PINE TREE

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SAWCUT & MATCH EXISTING

EXISTING TRAFFIC SIGNAL POLE W/ MAST ARM & SIGNAL INDICATIONS

HIGHWAY SAFETY IMPROVEMENT

PROGRAM (HSIP)

10 LOCATIONS IN PHOENIX

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

1501 W. FOUNTAINHEAD PKWY,

SUITE 401, TEMPE, AZ 85282

PHONE: 480-966-8188

WWW.JACOBS.COM

THOMAS RD, 46TH DR TO 48TH DR

SURVEY CONTROL PLAN

SURVEY CONTROL

POINT # NORTHING EASTING ELEVATION STATION & OFFSET DESCRIPTION

131 902564.671 626461.689 1092.744 13+30.50, 0.00 FDBCF

133 902501.044 626260.971 1093.830 11+29.93, 64.10 R SETX

134 902567.207 625390.317 1093.096 2+59.12, 0.00 FDBCF

150 902563.725 626631.714 1092.396 15+00.52, 0.00 FDBCF

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ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT

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MOUNICA

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VINAYAKAMURTHY

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GRAPHIC SCALE IN FEET

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APN 107-42-015K ARIZONA FALAM CHRISTIAN CHURCH

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APN 107-42-046 STEWART DELMAR

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APN 103-53-272

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KIVAS UNO HOMEOWNERS

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ASSOCIATION, INC.

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THOMAS ROAD

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FRONTAGE ROAD

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46TH DR

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AutoCAD SHX Text HORIZONTAL DATUM NAD83 ARIZONA STATE PLANE-CENTRAL ZONE, INTERNATIONAL FEET. PRIMARY BENCHMARK #418 AT THE INTERSECTION OF 47TH AVENUE AND MCDOWELL ROAD BEING A S.R.V.W.U.A. BRASS CAP ON THE SOUTHEAST SIDE OF AN IRRIGATION BOX. 134' WEST AND 44' NORTH OF SAID INTERSECTION, HAVING AN ELEVATION OF 1078.03' NGVD 29 DATUM. SECONDARY BENCHMARK #448, BEING A BRASS CAP IN HAND HOLE AT THE INTERSECTION OF 51ST AVENUE AND INDIAN SCHOOL ROAD, HAVING AN OBSERVED ELEVATION OF 1113.42' NGVD 29 DATUM. (1113.53' RECORD) SCALED FROM GRID TO GROUND COORDINATES AT N:0.0000, E:0.0000, USING A SCALE FACTOR OF 1.000145

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EXST IRRIGATION EASEMENT

APN 109-58-003

TERRONES LUCY D TR

APN 109-58-002

TERRONES LUCY D TR

APN 109-58-046

RIVERA ROBERTO AGUILAR

APN 109-58-047

AURORA APARTMENTS LLC

APN 106-25-108

AGUILAR ROSA H

APN106-25-109

SOTO GILBERT

R/MARY J

APN 109-58-003

TERRONES LUCY D TR

APN 109-58-002

TERRONES LUCY D TR

APN 109-58-046

RIVERA ROBERTO AGUILAR

APN 109-58-047

AURORA APARTMENTS LLC

APN 106-25-108

AGUILAR ROSA H

APN106-25-109

SOTO GILBERT

R/MARY J

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

HIGHWAY SAFETY IMPROVEMENT

PROGRAM (HSIP)

10 LOCATIONS IN PHOENIX

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

1501 W. FOUNTAINHEAD PKWY,

SUITE 401, TEMPE, AZ 85282

PHONE: 480-966-8188

WWW.JACOBS.COM

35TH AVE, HARRISON ST TO HADLEY ST

SURVEY CONTROL PLAN

SURVEY CONTROL

POINT # NORTHING EASTING ELEVATION STATION & OFFSET DESCRIPTION

116 889327.931 633652.036 1062.333 59+33.26, 0.000

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130 889297.901 633650.922 1062.092 59+03.22, 0.487 L

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131 887707.025 633619.958 1053.741 43+12.04, 0.00

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133 887650.917 633656.825 1052.884 42+56.67, 37.912 R

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134 887259.141 633611.234 1053.104 38+64.07, 0.000

FDBCF

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APN 109-58-003

TERRONES LUCY D TR

APN 109-58-002

TERRONES LUCY D TR

APN 109-58-046

RIVERA ROBERTO AGUILAR

APN 109-58-047

AURORA APARTMENTS LLC

APN 106-25-108

AGUILAR ROSA H

APN106-25-109

SOTO GILBERT

R/MARY J

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CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

HIGHWAY SAFETY IMPROVEMENT

PROGRAM (HSIP)

10 LOCATIONS IN PHOENIX

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

1501 W. FOUNTAINHEAD PKWY,

SUITE 401, TEMPE, AZ 85282

PHONE: 480-966-8188

WWW.JACOBS.COM

35TH AVE, HARRISON ST TO HADLEY ST

DEMOLITION PLAN

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AutoCAD SHX Text RAMP AND SIGNAL IMPROVEMENTS: PHOENIX STREET - MARICOPA CO. HIGHWAY SAFETY IMPROVEMENT PROGRAM (HSIP) HAWK SIGNALS

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SCALE: AS SHOWN

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BS/MV

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BS/MV

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PER THE CITY OF PHOENIX CITY CODE CHAPTER 2,

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SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE

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ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT

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AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE

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MOUNICA

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VINAYAKAMURTHY

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GRAPHIC SCALE IN FEET

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35TH AVENUE

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HADLEY ST

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EXST R/W

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EXISTING CONCRETE SIDEWALK REMOVAL

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EXISTING ASPHALT PAVEMENT REMOVAL

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+94.42, SDMH, 55.30'

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+22.43, WV, 8.61'

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+31.68, SDMH, 55.21'

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+74.36, WV, 15.58'

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+12.74, WV, 17.37'

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+29.16, GAS BOX, 36.45'

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+92.18, SDMH, 5.80'

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AutoCAD SHX Text +71.90, hydrant, 43.60'

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+09.19, ST LT, 38.89'

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+68.70, SDMH, 13.94'

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+15.11, GAS BOX, 46.38'

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+24.94 32.17' LT

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+63.94 32.17' LT

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+93.79 32.63' RT

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+75.79 32.69' RT

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+53.79 32.14' RT

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+29.49 51.11' RT

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+96.78 50.56' RT

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+81.12 31.97' RT

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SHERMAN ST

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REMOVE EXISTING CONCRETE SIDEWALK

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SF

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SAWCUT AND REMOVE EXISTING CONCRETE CURB, CURB AND GUTTER

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NPI

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REMOVE EXISTING ASPHALT PAVEMENT (PAID UNDER M3360120 & M3360260)

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REMOVE EXISTING TREE/BUSH

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EA

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OBLITERATE EXISTING TRAFFIC PAINT (4" EQUIVALENT)

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LF

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END OBLITERATION LIMITS BEGIN MICROSURFACING LIMITS STA 42+56 ±

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LUMINAIRE AND MAST ARM TO BE REMOVED BY APS IN A FUTURE PROJECT

AutoCAD SHX Text NOTE: 1. SEE TRAFFIC PLANS FOR SIGNING SEE TRAFFIC PLANS FOR SIGNING REMOVALS/ REPLACEMENT AND PAVING MARKING IMPROVEMENTS. 2. ALL STATIONS AND OFFSETS ALL STATIONS AND OFFSETS ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE.

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+96.81 60.38' RT

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+53.79 32.14' RT

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STA:40+78 STA:42+56

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STA:40+78 STA:42+56

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STA:43+90 STA:44+13

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STA:43+90 STA:46+13

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REMOVE EXISTING CATCH BASIN

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EA

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AutoCAD SHX Text RID CONSTRUCTION KEYNOTE: ROOSEVELT IRRIGATION DISTRICT FACILITY (RID). CONTRACTOR SHALL PROTECT IN PLACE AT ALL TIMES. CONTRACTOR SHALL CONTACT THE DISTRICT'S CONSTRUCTION OBSERVER AT (602) 284-7017, A MINIMUM OF 14 CALENDER DAYS PRIOR TO ANY WORK IN THIS AREA. SEE RID GENERAL AND GRADING NOTES SHEET 2 AND 3.

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APN 109-58-003

TERRONES LUCY D TR

APN 109-58-046

RIVERA ROBERTO AGUILAR

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APN 109-58-003

TERRONES LUCY D TR

APN 109-58-046

RIVERA ROBERTO AGUILAR

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35TH AVE, HARRISON ST TO HADLEY ST

RAMP IMPROVEMENT PLAN

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

HIGHWAY SAFETY IMPROVEMENT

PROGRAM (HSIP)

10 LOCATIONS IN PHOENIX

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

1501 W. FOUNTAINHEAD PKWY,

SUITE 401, TEMPE, AZ 85282

PHONE: 480-966-8188

WWW.JACOBS.COM

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HADLEY ST

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60" RCP

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2" STL

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2" STL

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2" STL

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2" STL

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4" STL

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30" CP

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60" RCP

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48" PCCP

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12" CIP

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NEW R/W

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NEW R/W

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EXST CATCH BASIN, PROTECT IN PLACE

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EXST CATCH BASIN, PROTECT IN PLACE

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CONSTRUCT CONCRETE SIDEWALK PER COP STD DTL P1230.

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SF

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CONSTRUCT CONCRETE CURB AND GUTTER PER MAG STD DTL 220-1, TYPE A.

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LF

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AS

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SCALE: AS SHOWN

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BS/MV

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BS/MV

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APM/JC

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PER THE CITY OF PHOENIX CITY CODE CHAPTER 2,

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SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE

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ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT

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AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE

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CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX.

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AS BUILT

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BJS/MV

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BJS/MV

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APM/JC

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ST89330252-1

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MOUNICA

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VINAYAKAMURTHY

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AutoCAD SHX Text PREPARE SUBGRADE AND INSTALL NEW PERMANENT ASPHALT CONCRETE PAVEMENT PER STRUCTURAL SECTION NO. 1 ON SHEET 3, MAG SPEC. 336, AND COP SUPPLEMENTS.

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INSTALL TRUNCATED DOMES PER COP STD DTL P1232.

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SY

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SF

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SF

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AutoCAD SHX Text CONSTRUCT CONCRETE CURB RAMP PER MAG STD DTL 236-3 (9" THICK) MODIFIED PER THESE PLANS..

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GRAPHIC SCALE IN FEET

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+94.42, SDMH, 55.30'

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+22.43, WV, 8.61'

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+31.68, SDMH, 55.21'

AutoCAD SHX Text +35.72, sign, 52.27'

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+57.06, SDMH, 34.36'

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+74.36, WV, 15.58'

AutoCAD SHX Text +07.39, sign, 38.86'

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+12.74, WV, 17.37'

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+29.16, GAS BOX, 36.45'

AutoCAD SHX Text +14.53, sign, 39.62'

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+92.18, SDMH, 5.80'

AutoCAD SHX Text +78.62, sign, 50.15'

AutoCAD SHX Text +71.90, hydrant, 43.60'

AutoCAD SHX Text +53.76, sign, 43.13'

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+09.19, ST LT, 38.89'

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+68.70, SDMH, 13.94'

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+15.11, GAS BOX, 46.38'

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ASPHALT PERMANENT PAVEMENT REPLACEMENT

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NEW CONCRETE SIDEWALK

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NEW TRUNCATED DOMES

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CRACK SEAL AND MICROSURFACE TREATMENT

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CONSTRUCT CONCRETE CURB RAMP PER MAG STD DTL 236-4 (9" THICK).

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SF

AutoCAD SHX Text APPLY CRACKSEAL AND MICROSURFACE TREATMENT PER MAG 337, COP STREET PAVEMENT CUT POLICY..

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SY

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CONSTRUCT CONCRETE CURB RAMP PER MAG STD DTL 238-2 (9" THICK).

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SF

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NOTE: FOR CONTROL POINTS AND DIMENSIONS, SEE RAMP STAKING SHEETS

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LIMITS OF MICROSEAL

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STA 42+5 ±LIMITS OF MICROSEAL

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STA 43+90 ±LIMITS OF MICROSEAL

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+53.79 32.14' RT ME

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+29.49 51.11' RT ME

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+96.78 50.56' RT ME

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+81.12 31.97' RT ME

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+24.94 32.17' LT ME

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+63.94 32.17' LT ME

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AutoCAD SHX Text CONSTRUCT CATCH BASIN PER COP STD. DET 1569-1. CONNECT TO EXISTING STORM DRAIN CONNECTOR PIPE.

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EA

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+75.79 32.69' RT ME

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+93.79 32.63' RT ME

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+96.81 60.38' RT ME

RID CONSTRUCTION KEYNOTE: ROOSEVELT IRRIGATION DISTRICT FACILITY (RID).

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .