Under Construction



  • Construction Services Manager
  • 433 N Virginia St

  • 928-777-1130
  • Updated on 9/7/22

    To accommodate for current and future flows in the Airport Area and neighboring properties west and north of the Prescott Regional Airport, the City is designing a new 30-inch sewer trunk main to replace the existing 10-inch sewer main that is currently serving the area. The new trunk main will be installed along Ruger Road, north of the airport, with a portion crossing the airport northeast of the end of Runway 21L. The intention is to design and construct the trunk main improvements ahead of the proposed future runway expansion at the Prescott Regional Airport (PRC).


  • Updated on 9/7/22

    The City of Prescott owns and operates five active wells within the Town of Chino Valley. These wells are one source of potable water supply to the City; additional water comes from production wells located in the Airport area. The production wells in Chino Valley were drilled and equipped between 1947 and 1962.


    On February 28, 2017 Council approved City a contract for a Production Well Rehabilitation Program. Phase 1 included initial evaluation and condition assessment for all five well sites in Chino Valley. The development of a standardized well site design template has been developed for the rehabilitation of Well No. 5 and Well No. 4 sites, which have been completed.

  • Updated on 9/21/22

    This project will generally consist of the application of Micro Seal Surface Treatments to various streets throughout the City.

  • Updated on 9/7/22

    This project will replace undersized water mains in the Juniper Vista Subdivision.  This will include water improvements on Juniper Drive, Karen Drive and a water main extension on Senator Highway from Nathan Lane to Juniper Vista. Also included with this design are storm drain improvements on Senator Highway along with roadway improvements within the Juniper Vista Subdivision.

  • Updated on 9/9/22

    The Penn Avenue/Eastwood Drive Improvements Project generally consists of constructing roadway improvements on Penn Avenue from Gurley Street to Carleton Street; Eastwood Drive from Carleton Street to Nevada Drive; Nevada Drive up to Devereaux Drive; and all cul-de-sacs west of Eastwood. The project will include pavement reconstruction, water and sewer system upgrades, a new storm drain system in Eastwood Drive, Acker Park Trailhead improvements, a regional storm detention system, and improved open space access.


  • Updated on 9/7/22

    City Water Operations has experienced an increasing number of failures of aged water mains in the Country Club Park Subdivision. This project generally consists of replacement and up-sizing of the existing water facilities in this area. The project limits are the streets within the Country Club Park Subdivision, commonly referred to as Rocky Dells, which lies west of Thumb Butte Road, to include a small section of Thumb Butte Road.

  • Updated on 9/7/22

    The Solid Waste Equipment Mechanic inspects, maintains, and repairs vehicles, trucks, heavy equipment and other associated equipment utilized in Solid Waste operations.  To date, working conditions have required personnel working on the ground in outdoor conditions.  This project will provide a dedicated maintenance building that will promote a safe work environment for City employees, while increasing efficiency and productivity.  The proposed building will be located directly south of the existing Transfer Station.

  • Updated on 9/7/22

    The Phase C2 Trunk Main will replace aging, undersized and failing clay and PVC pipe. The sewer main replacement project will reduce sanitary sewer overflows, reduce operations and maintenance costs, and will complete the overall Sundog Trunk Main Project towards Centralization. The project is anticipated to replace approximately 12,000 lineal feet of 12-inch through 30-inch diameter gravity sewer main at the following locations.

    1. From the intersection of Miller Valley Road and Brannen Avenue, southward on Miller Valley Road, along Miller Creek to a point just east of Miller Creek low water crossing on Lincoln Avenue.

    2. Starting at the eastern end of Sonora Drive, along the edge of Granite Creek under the La Guardia Bridge (Montezuma Street), through Granite Creek Park, across 6th Street and down Henry Street, parallel to E-Z Street, within the Yavapai Prescott Indian Tribe land (YPIT) and then through Veterans Administration (VA) land generally following the old Peavine railroad alignment to a connection designed in the Phase B Project at the southeastern edge of the VA solar Field.

    3. Branch connections to connect sewer mains that currently outfall into the existing sewer trunk main.

    The project will also include approximately 1,600 linear feet of 12-inch water main replacement at the following locations:

    The intersection of Miller Valley Road and Lincoln Avenue up to a point 80 feet north of the Miller Creek low water crossing on Lincoln Avenue.

  • Updated on 9/7/22

    The City of Prescott Water Production Facility, located in the Town of Chino Valley, is the City’s primary source for water production. This project will replace the existing water booster facility in Chino Valley and will build the new intermediate pump station and tanks located near the Prescott Airport. This project will create a reduction in transmission pipeline pressure, improve production redundancy and provide additional storage capacity closer to Prescott.

    City of Prescott Water Production Facility (Chino Valley):

    The existing booster station is located in the Town of Chino Valley at the City of Prescott’s Water Production Facility, 251 N. State Route 89 (APN 306-23-077C). This project will consist of design and replacement of the City of Prescott water booster facility (buildings, boosters, electrical, controls). The facilities were originally built in the 1940’s and updates have been made to the facilities throughout the years to keep pace with the growing demand.  The current facility is undersized to meet future demands and the existing equipment has reached the end of its service life.  The facility replacement will ensure safe and reliable water supply to the City of Prescott service area. It is anticipated that the new booster station facility will have a firm pumping capacity of 14.0 MGD. By completing this project, the City will be able to provide additional reliability through higher efficiency and modernized equipment (buildings, electrical components, piping).

    Intermediate Pump Station Facility:

    The new intermediate pump station site is anticipated to be located about 1 mile north of Pioneer Parkway and 1 mile west of Willow Creek Road on currently undeveloped land; the site will be accessed from the east from Willow Creek Road. This project will provide the infrastructure to supply required redundancy to the existing water delivery system. This increases the overall reliability of the City’s water supply system by allowing the airport production wells to support the entire water system. Additionally, growth in north Prescott requires that a second pump station be constructed at the Intermediate Pump Station Facility that serves the surrounding pressure zone, Zone 110. The storage capacity required to meet fire demand and development growth needs have been determined by the City’s water model. The anticipated storage required for the intermediate pump station facility is 10 MG with the ability to expand to 15 MG. The intermediate pump station and the Zone 110 pump stations are anticipated to have a pumping capacity of 17.5 MGD and 8.4 MGD, respectively. Both pump station capacities will be evaluated further and confirmed during design.


  • Updated on 9/7/22

    The Zone 56 Tank and Piping Project generally consists of constructing a new partially buried 1.5 million gallon pre-stressed concrete tank to be located north of Highway 69, and west of York Motors. The tank will replace the existing 100,000 gallon welded steel tank located in Prescott Canyon Estates. An additional project element will include removing and replacing approximately 4,300 lineal feet of existing 8-inch CIP water line with a new 16-inch DIP water line.