Agenda — Hemet City Council, November 12, 2024 (part 4 of 13)

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14.D

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CIP
NO. PROJECT NAME PREVIOUSLY APPROPRIATED
23/24 NEW

REQUEST
24/25

PROJECTED
25/26

PROJECTED
26/27

PROJECTED
27/28

PROJECTED

PROJECTED
FUTURE
YEARS

COST TO

COMPLETE
FY 2022/23 - FY 2026/27

CAPITAL IMPROVEMENT PROGRAM

FUNDING SUMMARY

5672 ENTERPRISE RESOURCE PLANNING SYSTEM $ 200,000 $ - $ - $ - $ - $ - $ - $ 200,000 $ 200,000 $ - $ - $ - $ - $ - $ - $ 200,000
5696 HEMET VALLEY BIKEWAY CONNECT $ 500,000 $ - $ - $ - $ - $ - $ - $ 500,000 5708 2020/21 TRAFFIC STRIPING MAINTENANCE $ 150,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ - $ 400,000 5709 2020/21 CITYWIDE PAVEMENT REHABILITATION $ 1,750,000 $ - $ - $ - $ - $ - $ - $ 1,750,000 5711 PAVEMENT MANAGEMENT PROGRAM UPDATE $ 100,000 $ - $ - $ - $ - $ - $ - $ 100,000 5728 STATE STREET IMPROVEMENTS, FRUITVALE TO ESPLANADE $ 82,733 $ - $ - $ - $ - $ - $ - $ 82,733 5748 2022/23 CITYWIDE SLURRY SEAL, LOCATIONS TBD $ 971,923 $ - $ - $ - $ - $ - $ 971,923 5749 2022/23 CITYWIDE PAVEMENT REHABILITATION, LOCATIONS TBD $ 2,500,000 $ 500,000 $ - $ - $ - $ - $ - $ 3,000,000 TBD 2023/24 CITYWIDE SLURRY SEAL, LOCATIONS TBD $ - $ 900,000 $ - $ - $ - $ - $ - $ 900,000 TBD 2023/24 CITYWIDE PAVEMENT REHABILITATION, LOCATIONS TBD $ - $ 1,900,000 $ - $ - $ - $ - $ - $ 1,900,000 TBD 2024/25 CITYWIDE SLURRY SEAL, LOCATIONS TBD $ - $ - $ 1,000,000 $ - $ - $ - $ - $ 1,000,000 TBD 2024/25 CITYWIDE PAVEMENT REHABILITATION, LOCATIONS TBD $ - $ - $ 1,800,000 $ - $ - $ - $ - $ 1,800,000 TBD 2025/26 CITYWIDE SLURRY SEAL, LOCATIONS TBD $ - $ - $ - $ 750,000 $ - $ - $ - $ 750,000 TBD 2025/26 CITYWIDE PAVEMENT REHABILITATION, LOCATIONS TBD $ - $ - $ - $ 2,000,000 $ - $ - $ - $ 2,000,000 TBD 2026/27 CITYWIDE SLURRY SEAL, LOCATIONS TBD $ - $ - $ - $ - $ 950,000 $ - $ - $ 950,000 TBD 2026/27 CITYWIDE PAVEMENT REHABILITATION, LOCATIONS TBD $ - $ - $ - $ - $ 2,000,000 $ - $ - $ 2,000,000 TBD 2027/28 CITYWIDE SLURRY SEAL, LOCATIONS TBD $ - $ - $ - $ - $ - $ 1,000,000 $ - $ 1,000,000 TBD 2027/28 CITYWIDE PAVEMENT REHABILITATION, LOCATIONS TBD $ - $ - $ - $ - $ - $ 1,900,000 $ - $ 1,900,000 $ 6,054,656 $ 3,350,000 $ 2,850,000 $ 2,800,000 $ 3,000,000 $ 2,950,000 $ - $ 21,004,656 5733 FIRE STATION NO. 3 FACILITY SAFETY ENHANCEMENTS $ 150,000 $ - $ - $ - $ - $ - $ - $ 150,000 $ 150,000 $ - $ - $ - $ - $ - $ - $ 150,000
TOTAL
TOTAL
TOTAL

INFORMATION TECHNOLOGY

MEASURE 'A'

MEASURE 'U' - FIRE

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14.D

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CIP
NO. PROJECT NAME PREVIOUSLY APPROPRIATED
23/24 NEW

REQUEST
24/25

PROJECTED
25/26

PROJECTED
26/27

PROJECTED
27/28

PROJECTED

PROJECTED
FUTURE
YEARS

COST TO

COMPLETE
FY 2022/23 - FY 2026/27

CAPITAL IMPROVEMENT PROGRAM

FUNDING SUMMARY

5732 POLICE DEPARTMENT /PIO FACILITY UPGRADES $ 820,000 $ - $ - $ - $ - $ - $ - $ 820,000 5744 POLICE EXTERNAL SAFETY AND INFRASTRUCTURE UPGRADES $ 750,000 $ - $ - $ - $ - $ - $ - $ 750,000 $ 1,570,000 $ - $ - $ - $ - $ - $ - $ 1,570,000
5746 PICKLEBALL COURTS AT GIBBEL PARK $ - $ 229,752 $ - $ - $ - $ - $ - $ 229,752 $ - $ 229,752 $ - $ - $ - $ - $ - $ 229,752
5718 SKATEBOARD PARK AT GIBBEL PARK $ 300,000 $ - $ - $ - $ - $ - $ - $ 300,000 $ 300,000 $ - $ - $ - $ - $ - $ - $ 300,000
5590 STATE ST. STORM DRAIN REPLACEMENT $ 1,612,205 $ - $ - $ - $ - $ - $ - $ 1,612,205 $ 1,612,205 $ - $ - $ - $ - $ - $ - $ 1,612,205
5690 CITYWIDE STREET IMPROVEMENTS $ 1,344,320 $ - $ - $ - $ - $ - $ - $ 1,344,320 5713 2020/21 SB1 PAVEMENT REHABILITATION $ 498,581 $ - $ - $ - $ - $ - $ - $ 498,581 5755 2022/23 SB1 PAVEMENT REHABILITATION $ 1,900,000 $ - $ - $ - $ - $ - $ - $ 1,900,000 TBD 2023/24 SB1 PAVEMENT REHABILITATION, LOCATIONS TBD $ - $ 2,172,264 $ - $ - $ - $ - $ - $ 2,172,264 TBD 2024/25 SB1 PAVEMENT REHABILITATION, LOCATIONS TBD $ - $ - $ 2,200,000 $ - $ - $ - $ - $ 2,200,000 TBD 2025/26 SB1 PAVEMENT REHABILITATION, LOCATIONS TBD $ - $ - $ - $ 2,300,000 $ - $ - $ - $ 2,300,000 TBD 2026/27 SB1 PAVEMENT REHABILITATION, LOCATIONS TBD $ - $ - $ - $ - $ 2,400,000 $ - $ - $ 2,400,000 TBD 2027/28 SB1 PAVEMENT REHABILITATION, LOCATIONS TBD $ - $ - $ - $ - $ - $ 2,400,000 $ - $ 2,400,000 $ 3,742,901 $ 2,172,264 $ 2,200,000 $ 2,300,000 $ 2,400,000 $ 2,400,000 $ - $ 15,215,165 TOTAL
TOTAL
PARKS
TOTAL
TOTAL

PER CAPITA STATE PARKS GRANT

MEASURE 'U' - POLICE

ROAD MAINTENANCE AND REHABILITATION ACCOUNT (RMRA)

RIVERSIDE COUNTY FLOOD CONTROL (RCFC)
TOTAL

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14.D

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CIP
NO. PROJECT NAME PREVIOUSLY APPROPRIATED
23/24 NEW

REQUEST
24/25

PROJECTED
25/26

PROJECTED
26/27

PROJECTED
27/28

PROJECTED

PROJECTED
FUTURE
YEARS

COST TO

COMPLETE
FY 2022/23 - FY 2026/27

CAPITAL IMPROVEMENT PROGRAM

FUNDING SUMMARY

5728 STATE STREET IMPROVEMENTS, FRUITVALE TO ESPLANADE $ 248,200 $ - $ - $ - $ - $ - $ - $ 248,200 $ 248,200 $ - $ - $ - $ - $ - $ - $ 248,200
5653 CITYWIDE SEWER MAIN REPLACEMENTS/RE-LINING $ 6,563,224 $ - $ - $ - $ - $ - $ - $ 6,563,224 5663 SEWER MANHOLE REHABILITATION $ 160,000 $ - $ - $ - $ - $ - $ - $ 160,000 5672 ENTERPRISE RESOURCE PLANNING SYSTEM $ 250,000 $ - $ - $ - $ - $ - $ - $ 250,000 5729 2021/22 CITYWIDE SEWER MAIN REPLACEMENTS, LOCATIONS TBD $ 1,500,000 $ - $ - $ - $ - $ - $ - $ 1,500,000 5745 WATER/SEWER SYSTEM GIS MAPPING $ 250,000 $ - $ - $ - $ - $ - $ - $ 250,000 5754 2022/23 CITYWIDE SEWER MAIN REPLACMENTS, LOCATIONS TBD $ 1,500,000 $ - $ - $ - $ - $ - $ - $ 1,500,000 TBD 2023/24 CITYWIDE SEWER MAIN REPLACMENTS, LOCATIONS TBD $ - $ 1,500,000 $ - $ - $ - $ - $ - $ 1,500,000 TBD 2024/25 CITYWIDE SEWER MAIN REPLACMENTS, LOCATIONS TBD $ - $ - $ 1,500,000 $ - $ - $ - $ - $ 1,500,000 TBD 2025/26 CITYWIDE SEWER MAIN REPLACMENTS, LOCATIONS TBD $ - $ - $ - $ 1,500,000 $ - $ - $ - $ 1,500,000 TBD 2026/27 CITYWIDE SEWER MAIN REPLACMENTS, LOCATIONS TBD $ - $ - $ - $ - $ 1,500,000 $ - $ - $ 1,500,000 TBD 2027/28 CITYWIDE SEWER MAIN REPLACMENTS, LOCATIONS TBD $ - $ - $ - $ - $ - $ 1,500,000 $ - $ 1,500,000 $ 10,223,224 $ 1,500,000 $ 1,500,000 $ 1,500,000 $ 1,500,000 $ 1,500,000 $ - $ 17,723,224 5730 CATCH BASIN TRASH CAPTURE DEVICE INSTALLATION $ 110,000 $ 55,000 $ - $ - $ - $ - $ - $ 165,000 $ 110,000 $ 55,000 $ - $ - $ - $ - $ - $ 165,000
TBD SIERRA DAWN STREETLIGHT CONVERSION $ - $ 200,000 $ - $ - $ - $ - $ - $ 200,000 $ - $ 200,000 $ - $ - $ - $ - $ - $ 200,000
5706 ESPLANADE AVE. WIDENING, WARREN TO SANDERSON $ 1,900,000 $ - $ - $ - $ - $ - $ - $ 1,900,000 TOTAL $ 1,900,000 $ - $ - $ - $ - $ - $ - $ 1,900,000

TRANSPORTATION UNIFORM MITIGATION FEE (TUMF)
SEWER
SB 821
TOTAL
TOTAL
TOTAL
TOTAL

STREETLIGHT MAINTENANCE DISTRICTS (SMD)

STORM DRAIN

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14.D

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CIP
NO. PROJECT NAME PREVIOUSLY APPROPRIATED
23/24 NEW

REQUEST
24/25

PROJECTED
25/26

PROJECTED
26/27

PROJECTED
27/28

PROJECTED

PROJECTED
FUTURE
YEARS

COST TO

COMPLETE
FY 2022/23 - FY 2026/27

CAPITAL IMPROVEMENT PROGRAM

FUNDING SUMMARY
5507 STATE STREET WATERLINE IMPROVEMENTS $ 500,000 $ 280,000 $ - $ - $ - $ - $ - $ 780,000 5598 ECHO HILLS AND SANTA FE ST. WATER IMPROVEMENTS - PH. 3 $ 350,000 $ - $ - $ - $ - $ - $ - $ 350,000 5627 WATER QUALITY TREATMENT $ 1,670,570 $ (1,670,570) $ - $ - $ 1,670,570 $ - $ - $ 1,670,570 5655 ECHO HILLS TANK SITE AND WATERLINE IMPROVEMENTS $ 3,500,000 $ - $ - $ - $ - $ - $ - $ 3,500,000 5656 4" TO 8" WATER MAIN UPGRADE - TAYLOR, APRICOT AND HARVARD $ 750,000 $ - $ - $ - $ - $ - $ - $ 750,000 5657 CITYWIDE WATER MAIN REPLACEMENTS - ALLEY 1, RAMONA, ALESSANDRO, INEZ, ELMWOOD, CARMALITA, JUANITA, ALLEY 2 $ 1,200,000 $ - $ - $ - $ - $ - $ - $ 1,200,000 5659 STETSON AVE AND LYON AVE WATER MAIN INSTALLATION $ 450,000 $ - $ - $ - $ - $ - $ - $ 450,000 5661 OAKLAND AVE. AND SANTA FE ST. WATER MAIN REPLACEMENT $ 4,500,000 $ - $ - $ - $ - $ - $ - $ 4,500,000 5672 ENTERPRISE RESOURCE PLANNING SYSTEM $ 300,000 $ - $ - $ - $ - $ - $ - $ 300,000 5717 WELL 15 & 16 TREATMENT $ 5,000,000 $ - $ - $ - $ - $ - $ - $ 5,000,000 5719 WATER DISTRIBUTION SYSTEM ANALYSIS $ 219,233 $ - $ - $ - $ - $ - $ - $ 219,233 5745 WATER/SEWER SYSTEM GIS MAPPING $ 250,000 $ - $ - $ - $ - $ - $ - $ 250,000 5752 TANK 4 RE-COAT $ 530,272 $ - $ - $ - $ - $ - $ - $ 530,272 5753 WATER DROP REPLACEMENTS - KIRBY ST. NEIGHBORHOODS $ 240,000 $ 2,760,000 $ - $ - $ - $ - $ - $ 3,000,000 TBD WATER SYSTEM SCADA UPDATE $ - $ 300,000 $ - $ - $ - $ - $ - $ 300,000 TBD TANK 1 RE-COAT $ - $ 525,000 $ - $ - $ - $ - $ - $ 525,000 TBD 2023/24 CITYWIDE WATER MAIN REPLACEMENTS, LOCATIONS TBD $ - $ 1,500,000 $ - $ - $ - $ - $ - $ 1,500,000 TBD 2024/25 CITYWIDE WATER MAIN REPLACEMENTS, LOCATIONS TBD $ - $ - $ 1,500,000 $ - $ - $ - $ - $ 1,500,000 TBD 2025/26 CITYWIDE WATER MAIN REPLACEMENTS, LOCATIONS TBD $ - $ - $ - $ 1,500,000 $ - $ - $ - $ 1,500,000 TBD 2026/27 CITYWIDE WATER MAIN REPLACEMENTS, LOCATIONS TBD $ - $ - $ - $ - $ 1,500,000 $ - $ - $ 1,500,000 TBD 2027/28 CITYWIDE WATER MAIN REPLACEMENTS, LOCATIONS TBD $ - $ - $ - $ - $ - $ 1,500,000 $ - $ 1,500,000 $ 19,460,075 $ 3,694,430 $ 1,500,000 $ 1,500,000 $ 3,170,570 $ 1,500,000 $ - $ 30,825,075 $ 67,920,048 $ 14,276,446 $ 8,050,000 $ 8,100,000 $ 10,070,570 $ 8,350,000 $ - $ 116,767,064 TOTAL

GRAND TOTAL
WATER

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14.D

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Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 5,000 $ - $ 5,000
Planning/Design $ 40,000 $ 50,000 $ 90,000
ROW
Construction $ 404,545 $ 200,000 $ 604,545
CM/Inspection $ 40,455 $ 30,000 $ 70,455
Other
Total Cost $ 490,000 $ 280,000 $ 770,000
WATER $ 500,000 $ 280,000 $ 780,000
Total Cost $ 500,000 $ 280,000 $ 780,000
COST

COMPLETE
COST

COMPLETE
23/24
NEW

REQUEST

PROJECTED
FUTURE
YEARS

LOCATION MAP
Project Description/Justification:

Construction of 24" Distribution Line on State Street to expand flow capacity. The 24" line will replace the existing 12" Asbestos Cement Pipe (ACP) main from Stetson Avenue to just north of Chambers Street with 24" C-905 (plastic pipe) to increase efficient capacity of water flow into and out of tanks. The existing 12" water main will be plugged and abandoned in place. The 24" main from just north of Chambers Street to the access road leading up to the tanks was already completed in another project and a new main from State Street up to the water tanks will be constructed in a future project.

PROJECT COST
26/27
NEW

REQUEST

PREVIOUSLY

APPROPRIATED
27/28
NEW

REQUEST

PREVIOUSLY

APPROPRIATED

PROJECTED
FUTURE
YEARS
23/24
NEW

REQUEST
24/25
NEW

REQUEST

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

STATE STREET WATERLINE IMPROVEMENTS
5507
Public Works
Infrastructure
Water
27/28
NEW

REQUEST

SOURCE OF FUNDS
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
25/26
NEW

REQUEST

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14.D

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Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 4,750 $ 4,750
Planning/Design $ 38,000 $ 38,000
ROW
Construction $ 392,955 $ 392,955
CM/Inspection $ 39,295 $ 39,295
Other
Total Cost $ 475,000 $ 475,000
DEVELOPER $ 475,000 $ 475,000
$ -
$ -
$ -
$ -
$ -
Total Cost $ 475,000 $ 475,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24
NEW

REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

This project entails the widening of Esplanade Ave. from Warren Rd. to Sanderson Ave. only on the north side of the street in San Jacinto Jurisdiction.

The roadway will be widened to include 4 through lanes and a sidewalk on the north side. New traffic signals will be installed at the intersections of Warren Rd. and Cawston Rd. The project will provide safety for pedestrians and decrease traffic congestion. San Jacinto is the lead agency and minimal work will be done in the City of Hemet. This project will be done through a partnership agreement with San Jacinto and will fund one of the two traffic signal installations. Improvements on the south side of Warren, including sidewalk will be completed as part of a separate project.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24
NEW

REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Roads
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
ESPLANADE AVE. WIDENING (SAN JACINTO PROJECT)
5542 LOCATION MAP

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14.D

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Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 16,122 $ 16,122
Planning/Design $ 161,221 $ 161,221
ROW
Construction $ 1,304,420 $ 1,304,420
CM/Inspection $ 130,442 $ 130,442
Other
Total Cost $ 1,612,205 $ 1,612,205
RCFC $ 1,612,205 $ 1,612,205
Total Cost $ 1,612,205 $ 1,612,205

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24
NEW

REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

State Street Storm Drain Replacement pertains to the replacement of the existing storm drain line on State St. from Menlo Ave. to Esplanade Ave. This is a joint project with the City of San Jacinto (lead agency) and Riverside County. Replacement will prevent street failure, improve drainage in the immediate area, and provide safer roads during wet weather conditions. Riverside County Flood Control is funding the improvements.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24
NEW

REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

STATE STREET STORM DRAIN REPLACEMENT
5590 LOCATION MAP

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14.D

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Project Number:

Category:

Department:

Division:

Project Status: Planning
Administration
Planning/Design
ROW
Construction
CM/Inspection
Other $ 324,099 $ 324,099
Total Cost $ 324,099 $ 324,099
DIF $ 324,099 $ 324,099
Total Cost $ 324,099 $ 324,099

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24
NEW

REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The Westside Master Drainage Plan will provide drainage improvement methods for various locations within the City.

Improvement of the City's drainage system will help transport water brought upon by rain to prevent flooding and better preserve the quality of City streets.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24
NEW

REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

WESTSIDE MASTER DRAINAGE PLAN
5592 LOCATION MAP

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14.D

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Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 3,500 $ 3,500
Planning/Design $ 31,500 $ 31,500
ROW
Construction $ 280,000 $ 280,000
CM/Inspection $ 35,000 $ 35,000
Other
Total Cost $ 350,000 $ 350,000
WATER $ 350,000 $ 350,000
Total Cost $ 350,000 $ 350,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24
NEW

REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project will install a new 8" PVC line to replace the existing 4" steel line. The proposed 8" line will connect to an existing 8" PVC watermain. The existing 4" line will be abandoned in place. Installing the proposed line will help the City meet water demands of the surrounding area.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24
NEW

REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Water

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

WESTSIDE MASTER DRAINAGE PLAN
5598 LOCATION MAP

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14.D

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Project Number:

Category:

Department:

Division:

Project Status: Planning
Administration $ 16,706 $ (16,706) $ 16,706 $ 16,706
Planning/Design $ 167,057 $ (167,057) $ 167,057 $ 167,057 ROW $ - $ -
Construction $ 1,319,750 $ (1,319,750) $ 1,319,750 $ 1,319,750 CM/Inspection $ 167,057 $ (167,057) $ 167,057 $ 167,057 Other $ - $ -
Total Cost $ 1,670,570 $ (1,670,570) $ 1,670,570 $ 1,670,570 WATER $ 1,670,570 $ (1,670,570) $ 1,670,570 $ 1,670,570 Total Cost $ 1,670,570 $ (1,670,570) $ 1,670,570 $ 1,670,570

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Water

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

WESTSIDE MASTER DRAINAGE PLAN
5627 LOCATION MAP

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14.D

Page 619 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Planning
Administration
Planning/Design $ 300,000 $ 300,000
ROW
Construction
CM/Inspection
Other
Total Cost $ 300,000 $ 300,000
DIF $ 300,000 $ 300,000
Total Cost $ 300,000 $ 300,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The City relies on Development Impact Fees in order to fund new city facilities such as police, fire, general government, drainage systems and other infrastructure improvements necessary to support the new development. The City has not updated the current Development Impact Fees since 2006 and good management accounting practices recommend that DIFs should be updated every five to eight years to reflect the current needs of the community as well as address increases in costs associated with the construction of the proposed improvements.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
All
N/A

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

WESTSIDE MASTER DRAINAGE PLAN
5639 LOCATION MAP

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14.D

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Project Number:

Category:

Department:

Division:

Project Status: Construction
Administration $ 12,646 $ 12,646
Planning/Design
ROW
Construction $ 916,298 $ 916,298
CM/Inspection $ 230,927 $ 230,927
Other
Total Cost $ 1,159,871 $ 1,159,871
DIF $ 228,971 $ 228,971
HSIP $ 930,900 $ 930,900
Total Cost $ 1,159,871 $ 1,159,871

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

Install LED luminaire safety lighting and pedestrian countdown signal heads at the signalized intersections on the following corridors:

Cawtson Ave., Domenigoni Pkwy., Kirby St., Latham Ave., Lyon Ave., Sanderson Ave., State St., and Stetson St.; Mountain Ave. & Soboba St., Warren Rd. & Mustang Wy.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Signals
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

LED SAFETY LIGHTING AND PEDESTRIAN COUNTDOWN SIGNAL HEADS 5651 LOCATION MAP

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14.D

Page 621 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Closeout
Administration $ 65,632 $ 65,632
Planning/Design $ 656,322 $ 656,322
ROW
Construction $ 5,310,245 $ 5,310,245
CM/Inspection $ 531,024 $ 531,024
Other
Total Cost $ 6,563,224 $ 6,563,224
SEWER $ 6,563,224 $ 6,563,224
Total Cost $ 6,563,224 $ 6,563,224

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

Annual reline or repair of existing sewer main lines to provide adequate protection to the City's sewer infrastructure and to address areas previously identified as deteriorating and in need of serious maintenance. City runs the risk of the weakest points in infrastructure becoming in violation of State of CA and Riverside Public Health Department requirements. Failed infrastructure can result in system back ups and ground water contamination. This project will be constructed in several phases with Phase 1 already completed and Phase 2 in closeout.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Wastewater

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

CITYWIDE SEWER MAIN REPLACEMENTS/RE-LINING
5653 LOCATION MAP

Page 386 of 517 ends

14.D

Page 622 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 35,000 $ 35,000
Planning/Design $ 280,000 $ 280,000
ROW
Construction $ 2,905,000 $ 2,905,000
CM/Inspection $ 280,000 $ 280,000
Other
Total Cost $ 3,500,000 $ 3,500,000
WATER $ 3,500,000 $ 3,500,000
Total Cost $ 3,500,000 $ 3,500,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The addition of a third tank at the Echo Hills site will provide the Water Division the ability to pump during off-peak time at a reduced energy rate. The addition of 2 million gallons of storage capacity would also provide water for improved fire protection and meet the Department of Water Resources recommended storage capcity for the City to meet supply needs on its highest demand days. This project will also construct a new 24" line from the water tanks to the existing 24" main on State St.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Water

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

ECHO HILLS TANK SITE AND WATERLINE IMPROVEMENTS
5655 LOCATION MAP

Page 387 of 517 ends

14.D

Page 623 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Planning
Administration $ 7,500 $ 7,500
Planning/Design $ 60,000 $ 60,000
ROW
Construction $ 622,500 $ 622,500
CM/Inspection $ 60,000 $ 60,000
Other
Total Cost $ 750,000 $ 750,000
WATER $ 750,000 $ 750,000
Total Cost $ 750,000 $ 750,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project will upgrade undersized 4" mainlines up to standard with an 8" mainline. This will provide adequate flow and pressure capacity for the demand and adequate fire protection. Areas to be addressed through this project include Taylor, Apricot, and Harvard.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Water

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
4" TO 8" WATER MAIN UPGRADE - TAYLOR, APRICOT, AND HARVARD 5656 LOCATION MAP

Page 388 of 517 ends

14.D

Page 624 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Planning
Administration $ 12,000 $ 12,000
Planning/Design $ 96,000 $ 96,000
ROW
Construction $ 996,000 $ 996,000
CM/Inspection $ 96,000 $ 96,000
Other
Total Cost $ 1,200,000 $ 1,200,000
WATER $ 1,200,000 $ 1,200,000
Total Cost $ 1,200,000 $ 1,200,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project calls for the replacement of aging water mains. The project will allow the City to maintain its overall water system to mitigate against corrosion and health risks that come with aging water mains.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Water

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
CITYWIDE WATER MAIN REPLACEMENTS - ALLEY 1, RAMONA, ALESSANDRO, INEZ, ELMWOOD, CARMALITA, JUANITA, ALLEY 2
5657 LOCATION MAP

Page 389 of 517 ends

14.D

Page 625 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Planning
Administration $ 4,500 $ 4,500
Planning/Design $ 36,000 $ 36,000
ROW
Construction $ 373,500 $ 373,500
CM/Inspection $ 36,000 $ 36,000
Other
Total Cost $ 450,000 $ 450,000
WATER $ 450,000 $ 450,000
Total Cost $ 450,000 $ 450,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

This Project calls for installation of approximentely 800 feet of new 12" water mains. First, connecting existing water infrastructure from Lyon Ave. west down Stetson Ave to exisitng water main. Second, Installation of new water main crossing at Flood Control Channel bridge at Lyon and Stetson connecting to North end of Channel to Existing infrastucture. Third, Connect two Water mains at the intersection of Carnation Ave. and Lilac St. This project will elimante current failing infrastucture and establish reliable delivery of water.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Water

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
STETSON AVE. AND LYON AVE WATER MAIN INSTALLATION
5659 LOCATION MAP

Page 390 of 517 ends

14.D

Page 626 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 45,000 $ 45,000
Planning/Design $ 315,000 $ 315,000
ROW
Construction $ 3,825,000 $ 3,825,000
CM/Inspection $ 315,000 $ 315,000
Other
Total Cost $ 4,500,000 $ 4,500,000
WATER $ 4,500,000 $ 4,500,000
Total Cost $ 4,500,000 $ 4,500,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The City maintains an existing Cement Mortar Lined and Coated steel pipe that runs from the Park Hill Tank site to Florida Ave. Over the last five years the water main has had several failures due to deterioration of the internal steel liner. This main line is critical for delivering water from the Park Hill well/storage site throughout the system, and has become difficult to spot repair due to the age of the pipe, and metal fatigue.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Water

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
OAKLAND AVE. AND SANTA FE ST. WATER MAIN REPLACEMENT
5661 LOCATION MAP

Page 391 of 517 ends

14.D

Page 627 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 1,600 $ 1,600
Planning/Design $ 16,000 $ 16,000
ROW
Construction $ 126,400 $ 126,400
CM/Inspection $ 16,000 $ 16,000
Other
Total Cost $ 160,000 $ 160,000
SEWER $ 160,000 $ 160,000
Total Cost $ 160,000 $ 160,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The City has identified several existing sewer manholes that are broken/damaged throughout the sewer system. This project will provide funding to rehabilitate these manholes.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Wastewater

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

SEWER MANHOLE REHABILITATION
5663 LOCATION MAP

Page 392 of 517 ends

14.D

Page 628 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Planning
Administration $ 1,946 $ 1,946
Planning/Design $ 192,657 $ 192,657
ROW
Construction
CM/Inspection
Other
Total Cost $ 194,603 $ 194,603
DIF $ 194,603 $ 194,603
Total Cost $ 194,603 $ 194,603

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project will improve the Seattle Basin to help address the City's westside drainage and flooding problems. These improvements are being coordinated with the Westside Master Drainage Plan Update.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

INTERIM SEATTLE BASIN IMPROVEMENTS
5668 LOCATION MAP

Page 393 of 517 ends

14.D

Page 629 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Planning
Administration $ 200 $ 200
Planning/Design $ 19,800 $ 19,800
ROW
Construction
CM/Inspection
Other
Total Cost $ 20,000 $ 20,000
DIF $ 20,000 $ 20,000
Total Cost $ 20,000 $ 20,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project will improve drainage on Chambers St. from State St. to Lyon Ave. Improving the drainage will help transport water brought upon rain to prevent flooding and better preserve the street.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

CHAMBERS STREET DRAINAGE IMPROVEMENTS
5670 LOCATION MAP

Page 394 of 517 ends

14.D

Page 630 of 1962 ends

Project Number:

Category:

Department:

Division:

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project will improve drainage on Chambers St. from State St. to Lyon Ave. Improving the drainage will help transport water brought upon rain to prevent flooding and better preserve the street.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Facilities
Various

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

CHAMBERS STREET DRAINAGE IMPROVEMENTS
5672 LOCATION MAP

Page 395 of 517 ends

14.D

Page 631 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Planning
Administration
Planning/Design
ROW
Construction
CM/Inspection
Other $ 75,000
Total Cost $ 75,000 $ -
FACILITIES $ 75,000 $ 75,000
Total Cost $ 75,000 $ 75,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project will replace the existing modular office building at the Corp Yard. The existing building is over 35 years old and has exceeded its useful life. The building has been tested and identified as containing mold in all sections. The structure has since been red tagged and is no longer occupiable. Cost estimation shows that building replacement would be more cost effective than abatement and repair of the existing building. A new building would allow for a new conference room with ADA compliant meeting space.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Facilities
Public Works
Facilities Maintenance

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

PUBLIC WORKS OFFICE MODULAR REPLACEMENT
5676 LOCATION MAP

Page 396 of 517 ends

14.D

Page 632 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 13,443 $ 13,443
Planning/Design $ 107,546 $ 107,546
ROW
Construction $ 1,112,119 $ 1,112,119
CM/Inspection $ 111,212 $ 111,212
Other
Total Cost $ 1,344,320 $ 1,344,320
RMRA $ 1,344,320 $ 1,344,320
Total Cost $ 1,344,320 $ 1,344,320

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation to streets outlined in Districts 1, 4, and 5. The rehabilitation of these streets will provide vehicle safety and help the City maintain its roads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Roads
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

CITYWIDE STREET IMPROVEMENTS
5690 LOCATION MAP

Page 397 of 517 ends

14.D

Page 633 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Construction
Administration $ 40,716 $ 40,716
Planning/Design $ 285,015 $ 285,015
ROW
Construction $ 3,379,467 $ 3,379,467
CM/Inspection $ 244,299 $ 244,299
Other $ 122,149 $ 122,149
Total Cost $ 4,071,647 $ 4,071,647
MEASURE 'A' $ 500,000 $ 500,000
ATP $ 1,990,000 $ 1,990,000
ARPA $ 1,581,647 $ 1,581,647
Total Cost $ 4,071,647 $ 4,071,647

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

Install Class II and Class III bicycle facilities, bicycle detection, bike boxes, bike lockers, bike repair stations, sidewalk, curb, gutter, curb ramps, and transportation mobility station with bicycle staging area, complimenting neighboring projects. A community outreach campaign is included to promote safety and healthy lifestyle goals. The project is located on Palm Avenue and Gilbert Street, Johnston Avenue between Palm Avenue and Gilbert Street, Gilbert Street between Whittier Avenue and Chambers Street, Chambers Street between Gilbert Street and State Street.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Roads
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

HEMET VALLEY BIKEWAY CONNECT
5696 LOCATION MAP

Page 398 of 517 ends

14.D

Page 634 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Closeout
Administration
Planning/Design
ROW
Construction $ 2,080,227 $ 2,080,227
CM/Inspection
Other
Total Cost $ 2,080,227 $ 2,080,227
CSCDA $ 280,227 $ 280,227
Total Cost $ 280,227 $ 280,227

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project consists of completing McSweeny Parkway Crossing (Phase 2). The work will include the construction of concrete culvert structure within Cactus Valley Channel to allow the permanent construction of McSweeny Parkway over Cactus Valley Channel, along with road, landscape and hardscape improvements along McSweeny Parkway.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure & Roads
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
MCSWEENY - PH. 2 MCSWEENY PKWY. CROSSING
5698 LOCATION MAP

Page 399 of 517 ends

14.D

Page 635 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Planning
Administration $ 19,000 $ 19,000
Planning/Design $ 152,000 $ 152,000
ROW
Construction $ 1,577,000 $ 1,577,000
CM/Inspection $ 152,000 $ 152,000
Other
Total Cost $ 1,900,000 $ 1,900,000
TUMF $ 1,900,000 $ 1,900,000
Total Cost $ 1,900,000 $ 1,900,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

This project entails the widening of Esplanade Ave. from Warren Rd. to Sanderson Ave. only on the south side of the street in the City's Jurisdiction. The roadway will already be widened to 4 through lanes with the San Jacinto project with a sidewalk on the north side. This project will provide a paved shoulder and sidewalk on the south side.

The project will provide safety for pedestrians and decrease traffic congestion.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Roads
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
ESPLANADE AVE. WIDENING, WARREN TO SANDERSON
5706 LOCATION MAP

Page 400 of 517 ends

14.D

Page 636 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Construction
Administration
Planning/Design
ROW
Construction $ 150,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 400,000 CM/Inspection
Other
Total Cost $ 150,000 $ 400,000
MEASURE 'A' $ 150,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 400,000 Total Cost $ 150,000 $ 400,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The is an annual citywide project provides the replacement of painted and thermoplastic traffic lanes, parking lanes, markings and crosswalks as well as the placement of raised pavement markers as required. This work maintains visible street markings and increases vehicle and pedestrian safety.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Roads
Public Works
Streets

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

ANNUAL TRAFFIC STRIPING MAINTENANCE
5708 LOCATION MAP

Page 401 of 517 ends

14.D

Page 637 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Construction
Administration $ 17,500 $ 17,500
Planning/Design $ 140,000 $ 140,000
ROW
Construction $ 1,452,500 $ 1,452,500
CM/Inspection $ 140,000 $ 140,000
Other
Total Cost $ 1,750,000 $ 1,750,000
MEASURE 'A' $ 1,750,000 $ 1,750,000
Total Cost $ 1,750,000 $ 1,750,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation and maintenance to various streets within the City with most near the boundaries of the City utilizing partnership agreements with Riverside County Transportation.

Some of these partner projects are complete, in progress, and planned. The rehabilitation of these streets will provide vehicle safety and help the City maintain its roads. Streets included in this are San Jacinto Street, Stetson Ave., California Street, and other to be evaluated and determined.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Roads
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2020/21 CITYWIDE PAVEMENT REHABILITATION
5709 LOCATION MAP

Page 402 of 517 ends

14.D

Page 638 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Closeout
Administration
Planning/Design
ROW
Construction
CM/Inspection
Other $ 100,000 $ 100,000
Total Cost $ 100,000 $ 100,000
MEASURE 'A' $ 100,000 $ 100,000
Total Cost $ 100,000 $ 100,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The City’s streets had not been thoroughly evaluated since either 2014 or 2016. This project will evaluate the condition of all existing City maintained streets and prepare a report prioritizing the City’s future pavement maintenance and rehabilitation efforts. A pavement management program is necessary to efficiently spend the City’s limited pavement maintenance and rehabilitation dollars.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Roads
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

PAVEMENT MANAGEMENT PROGRAM UPDATE
5711 LOCATION MAP

Page 403 of 517 ends

14.D

Page 639 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 4,985.81 $ 4,986
Planning/Design $ 39,886.48 $ 39,886
ROW
Construction $ 413,822.23 $ 413,822
CM/Inspection $ 39,886.48 $ 39,886
Other
Total Cost $ 498,581.00 $ 498,581
RMRA $ 498,581 $ 498,581
Total Cost $ 498,581 $ 498,581

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation to Devonshire Ave from Sanderson Ave to Kirby St, Devonshire Ave from State St to Thompson St, Latham Ave from Gilmore St to Palm Ave, and Buena Vista St from Johnston Ave to Stetson Ave in Districts 1, 3, and 5. The rehabilitation of these streets will provide vehicle safety and help the City maintain its roads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Roads
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2020/21 SB1 PAVEMENT REHABILITATION
5713 LOCATION MAP

Page 404 of 517 ends

14.D

Page 640 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Planning
Administration $ 50,000.00 $ 50,000
Planning/Design $ 400,000.00 $ 400,000
ROW
Construction $ 4,150,000.00 $ 4,150,000
CM/Inspection $ 400,000.00 $ 400,000
Other
Total Cost $ 5,000,000.00 $ 5,000,000
WATER $ 5,000,000 $ 5,000,000
Total Cost $ 5,000,000 $ 5,000,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

This project will provide for the treatment of wells 15 and 16. During recent testing it was found that both wells exceeded the maximum contaminant level (MCL) for 1,2,3-Trichloropropane (TCP). Granular activated carbon (GAC) treatment is needed to bring these wells back on-line for potable use.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Water

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
WELL 15 & 16 TREATMENT
5717 LOCATION MAP

Page 405 of 517 ends

14.D

Page 641 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Construction
Administration $ 25,000 $ 25,000
Planning/Design $ 125,700 $ 125,700
ROW
Construction $ 2,438,355 $ 2,438,355
CM/Inspection $ 180,000 $ 180,000
Other
Total Cost $ 2,769,055 $ 2,769,055
PARKS $ 300,000 $ 300,000
ARPA $ 2,469,055 $ 2,469,055
Total Cost $ 2,769,055 $ 2,769,055

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project is constructing an approximately 21,500 square feet skate plaza at Gibbel Park. The skate plaza will provide the community's youth a healthy recreational activity.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Facilities
Public Works
Parks

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

SKATEBOARD PLAZA AT GIBBEL PARK
5718 LOCATION MAP

Page 406 of 517 ends

14.D

Page 642 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Construction
Administration
Planning/Design
ROW
Construction
CM/Inspection
Other $ 219,233 $ 219,233
Total Cost $ 219,233 $ 219,233
WATER $ 219,233 $ 219,233
Total Cost $ 219,233 $ 219,233

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The City water system consists of wells, pumps, tanks and distribution lines which provide a uniform pressure system and adequate delivery to meet normal and peak demands, and provide adequate flow for fire suppression systems. In order to ensure that the system is operating effectively and to identify service areas which may have a variety of issues such as undersized piping, lack of redundancy for service delivery (looping) and pressure issues, it is necessary to undertake a Water System Distribution Analysis. The City last undertook such an analysis in 1990; since then, the City has grown and service demands have changed. This study is necessary in order to identify various service distribution area deficiencies which may then be used to establish future Capital Improvement Projects to continue to ensure that the City may meet both current and future service needs.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Water

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

WATER DISTRIBUTION SYSTEM ANALYSIS
5719 LOCATION MAP

Page 407 of 517 ends

14.D

Page 643 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Planning
Administration $ 2,340 $ 2,340
Planning/Design $ 5,000 $ 5,000
ROW
Construction $ 92,000 $ 92,000
CM/Inspection $ 8,000 $ 8,000
Other
Total Cost $ 107,340 $ 107,340
DIF $ 107,340 $ 107,340
Total Cost $ 107,340 $ 107,340

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The Corp. Yard Storm Water Polution Prevention Plan (SWPPP) / a field review conducted by CASC Engineering and Consulting in 2014 identified the best management practices (BMPs) to prevent potential of urban runoff pollutants from leaving the Corporate Yard site and entering the storm drain system. This project further funds implentation of the CASC recommendation and includes evaluation of several filter-type BMPs.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Facilities
Public Works
Facilities Maintenance

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
CLARIFIER UNITS FOR CORP. YARD
5721 LOCATION MAP

Page 408 of 517 ends

14.D

Page 644 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Planning
Administration $ 20,000 $ 20,000
Planning/Design $ 200,000 $ 200,000
ROW
Construction $ 1,587,035 $ 1,587,035
CM/Inspection $ 192,965 $ 192,965
Other
Total Cost $ 2,000,000 $ 2,000,000
DIF $ 2,000,000 $ 2,000,000
Total Cost $ 2,000,000 $ 2,000,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project will install a new traffic signal at Warren Road and Devonshire Avenue. The project will require additional right-of-way aquisition and peripheral work to make the alignment safe and functional. In addition, the project will also implement new signing and striping to accommodate for the upgrades. These improvements will improve safety and help control traffic flow in the area.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Roads
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

TRAFFIC SIGNAL INSTALLATION, WARREN AND DEVONSHIRE
5723 LOCATION MAP

Page 409 of 517 ends

14.D

Page 645 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 5,986 $ 5,986
Planning/Design $ 23,944 $ 23,944
ROW
Construction $ 239,440 $ 239,440
CM/Inspection $ 29,930 $ 29,930
Other
Total Cost $ 299,300 $ 299,300
HSIP $ 299,300 $ 299,300
Total Cost $ 299,300 $ 299,300

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project includes improving forty (40) signalized intersections by replacing the signal head backplates with backplates with retroreflective borders per the CA MUTCD. The project will increase the visibility of existing City traffic signals.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Roads
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

CITYWIDE TRAFFIC SIGNAL VISIBILITY UPGRADES
5724 LOCATION MAP

Page 410 of 517 ends

14.D

Page 646 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Closeout
Administration $ 3,309 $ 3,309
Planning/Design $ 26,475 $ 26,475
ROW
Construction $ 274,674 $ 274,674
CM/Inspection $ 26,475 $ 26,475
Other
Total Cost $ 330,933 $ 330,933
MEASURE 'A' $ 82,733 $ 82,733
SB 821 $ 248,200 $ 248,200
Total Cost $ 330,933 $ 330,933

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

Install new sidewalk or complete sidewalk infill at various locations along State Street between Fruitvale and Esplanade. This work will be constructed with the State Streete Strorm Drain Improvements and include rehabilitation on a portion of the existing roadway.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Roads
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

STATE STREET IMPROVEMENTS, FRUITVALE TO ESPLANADE
5728 LOCATION MAP

Page 411 of 517 ends

14.D

Page 647 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 15,000 $ 15,000
Planning/Design $ 120,000 $ 120,000
ROW
Construction $ 1,245,000 $ 1,245,000
CM/Inspection $ 120,000 $ 120,000
Other
Total Cost $ 1,500,000 $ 1,500,000
SEWER $ 1,500,000 $ 1,500,000
Total Cost $ 1,500,000 $ 1,500,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

This project consists of two locations: Location (1) being the 2300 block of West Florida Ave. (Highway 74) and Kirby Street from Florida Ave to Devonshire
Ave. consisting of approximately 2500 linear feet of 8” removal and replacement of existing sewer. Location (2) is the 300 block of South Thompson Ave. consisting of approximately 400 linear feet of new 8” sewer main on Thompson Ave. The existing sewer is in the backyards and will need to be abandoned. Each property lateral will need to be connected to the new main line.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Wastewater

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2021/22 CITYWIDE SEWER MAIN REPLACEMENTS, LOCATIONS TBD 5729 LOCATION MAP

Page 412 of 517 ends

14.D

Page 648 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 1,100 $ 550 $ 1,650
Planning/Design $ 8,800 $ 4,400 $ 13,200
ROW
Construction $ 91,300 $ 45,650 $ 136,950
CM/Inspection $ 8,800 $ 4,400 $ 13,200
Other
Total Cost $ 110,000 $ 55,000 $ 165,000
STORM DRAIN $ 110,000 $ 55,000 $ 165,000
Total Cost $ 110,000 $ 55,000 $ 165,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

Install State certified trash capture devices on all stormwater catch basins in priority locations throughout the City. The City maintains approximately 165 catch basins within these identified areas. These are required to be install by the State Water Resources Control Board (SWRCB).

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Infrastructure
Public Works
Streets

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

CATCH BASIN TRASH CAPTURE DEVICE INSTALLATION
5730 LOCATION MAP

Page 413 of 517 ends

14.D

Page 649 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 8,200 $ 8,200
Planning/Design $ 82,000 $ 82,000
ROW
Construction $ 656,000 $ 656,000
CM/Inspection $ 73,800 $ 73,800
Other
Total Cost $ 820,000 $ 820,000
M.U. - POLICE $ 820,000 $ 820,000
Total Cost $ 820,000 $ 820,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The assessment of current office configurations, including technology upgrades, interior design and layout, interior decoration (including wall treatments, floor treatments, color development, furniture specifications and other aspects of interior design), and ADA compliance assessment, includign the design of the identified improvements.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Facilities
Police Department

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

POLICE DEPARTMENT/PIO FACILITY UPGRADE
5732 LOCATION MAP

Page 414 of 517 ends

14.D

Page 650 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 1,500 $ 1,500
Planning/Design $ 12,000 $ 12,000
ROW
Construction $ 124,500 $ 124,500
CM/Inspection $ 12,000 $ 12,000
Other
Total Cost $ 150,000 $ 150,000
M.U. - FIRE $ 150,000 $ 150,000
Total Cost $ 150,000 $ 150,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

New landscape and irrigation as well as construction of block walls capable of providing vehicle protection while enhancing the appearance of the site.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Facilities
Fire

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
FIRE STATION NO. 3 FACILITY SAFETY ENHANCEMENTS
5733 LOCATION MAP

Page 415 of 517 ends

14.D

Page 651 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Closeout
Administration $ 4,754 $ 4,754
Planning/Design $ 38,030 $ 38,030
ROW
Construction $ 394,556 $ 394,556
CM/Inspection $ 38,030 $ 38,030
Other
Total Cost $ 475,369 $ 475,369
ARPA $ 475,369 $ 475,369
Total Cost $ 475,369 $ 475,369

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

This project will re-pave the existing Simpson Center parking lot including providing an adequate number of ADA parking spaces and compliant ADA access to the facility.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Facilities
Public Works
Engineering

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

SIMPSON CENTER - ADA PARKING IMPROVEMENTS
5736 LOCATION MAP

Page 416 of 517 ends

14.D

Page 652 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Design
Administration $ 10,525 $ 10,525
Planning/Design $ 84,198 $ 84,198
ROW
Construction $ 873,553 $ 873,553
CM/Inspection $ 84,198 $ 84,198
Other
Total Cost $ 1,052,474 $ 1,052,474
ARPA $ 1,052,474 $ 1,052,474
Total Cost $ 1,052,474 $ 1,052,474

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

This project will upgrade the existing HVAC system at the City Library.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Facilities
Public Works/Library
Facilities Maintenance

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

LIBRARY VENTILATION IMPROVEMENTS
5737 LOCATION MAP

Page 417 of 517 ends

14.D

Page 653 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Planning
Administration $ 25,000 $ 25,000
Planning/Design $ -
ROW
Construction $ -
CM/Inspection $ -
Other $ 975,000
Total Cost $ 1,000,000 $ 25,000
ARPA $ 1,000,000 $ 1,000,000
Total Cost $ 1,000,000 $ 1,000,000

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

This project will upgrade/modernize the City's existing telephone and network infrastructure.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Equipment
IT
Equipment Maintenance

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

TELEPHONE AND NETWORK MODERNIZATION
5738 LOCATION MAP

Page 418 of 517 ends

14.D

Page 654 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status: Construction
Administration $ 6,962 $ 6,962
Planning/Design $ 55,697 $ 55,697
ROW
Construction $ 577,858 $ 577,858
CM/Inspection $ 55,697 $ 55,697
Other
Total Cost $ 696,215 $ 696,215
ARPA $ 696,215 $ 696,215
Total Cost $ 696,215 $ 696,215

PROJECTED
FUTURE
YEARS
COST

COMPLETE

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:

The project will include various improvements to the existing Mary Henley Park such as refreshing the aging restrooms, replacing the playground equipment, installing shade structures, replace one gazebo and paint remaining gazebos.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Facilities
Public Works
Parks

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

MARY HENLEY PARK IMPROVEMENTS
5739 LOCATION MAP

Page 419 of 517 ends

14.D

Page 655 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 10,320 $ 10,320
Planning/Design $ 82,563 $ 82,563
ROW
Construction $ 856,589 $ 856,589
CM/Inspection $ 82,563 $ 82,563
Other
Total Cost $ 1,032,035 $ 1,032,035
ARPA $ 1,032,035 $ 1,032,035
Total Cost $ 1,032,035 $ 1,032,035
24/25
NEW

REQUEST
Design & Construction
26/27
NEW

REQUEST
COST

COMPLETE
26/27
NEW

REQUEST
27/28
NEW

REQUEST
Project Description/Justification:
23/24

NEW REQUEST

PROJECT COST
25/26
NEW

REQUEST

PROJECTED
FUTURE
YEARS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
COST

COMPLETE

PROJECTED
FUTURE
YEARS
The project will include various improvements to the existign Brubaker Park such as restoring the restrooms and snack bar buildings, renovate the baseball fields, install field lighting for one or two fields.

SOURCE OF FUNDS

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

BRUBAKER PARK IMPROVEMENTS
5740 LOCATION MAP
27/28
NEW

REQUEST
Facilities
Public Works
Parks

PREVIOUSLY

APPROPRIATED

Page 420 of 517 ends

14.D

Page 656 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration
Planning/Design
ROW
Construction
CM/Inspection
Other $ 1,200,000 $ 1,200,000
Total Cost $ 1,200,000 $ 1,200,000
ARPA $ 1,200,000 $ 1,200,000
Total Cost $ 1,200,000 $ 1,200,000

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

POLICE MOBILE COMMAND CENTER
5741 LOCATION MAP
Project Description/Justification:

Purchase of a new state-of-the-art, technologically advanced Public Safety Command Center that will ensure the Police and Fire Departments have the technology, resources, and coordination needed in the case of emergencies such as hostage negotiations, SWAT incidents, terrorist attacks, active
shootings, massive wildfires, and devastating weather-related disasters.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Equipment
Police
Construction
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST

Page 421 of 517 ends

14.D

Page 657 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 2,000 $ 2,000
Planning/Design $ 16,000 $ 16,000
ROW
Construction $ 166,000 $ 166,000
CM/Inspection $ 16,000 $ 16,000
Other
Total Cost $ 200,000 $ 200,000
ARPA $ 200,000 $ 200,000
Total Cost $ 200,000 $ 200,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

This project will install new solar powered street lights at the intersection of Myers/Devonshire as well as other potential locations illuminating areas with little lighting to increase safety.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Streets
Construction

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

SOLAR POWERED STREET LIGHTS
5742 LOCATION MAP

Page 422 of 517 ends

14.D

Page 658 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 2,184 $ 2,184
Planning/Design $ 17,468 $ 17,468
ROW
Construction $ 181,233 $ 181,233
CM/Inspection $ 17,468 $ 17,468
Other
Total Cost $ 218,353 $ 218,353
ARPA $ 218,353 $ 218,353
Total Cost $ 218,353 $ 218,353
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation or improvement to various streets within the City. The improvement of these streets will provide vehicle safety and help the City maintain its roads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

CITYWIDE ROADWAY IMPROVEMENTS
5743 LOCATION MAP

Page 423 of 517 ends

14.D

Page 659 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 12,500 $ 12,500
Planning/Design $ 100,000 $ 100,000
ROW
Construction $ 1,037,500 $ 1,037,500
CM/Inspection $ 100,000 $ 100,000
Other
Total Cost $ 1,250,000 $ 1,250,000
ARPA $ 500,000 $ 500,000
MEASURE U $ 750,000 $ 750,000
Total Cost $ 1,250,000 $ 1,250,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

This project will rehabilitate the exterior areas of the Police Department and Fire Department facility to improve safety as well as ingress and egress of public safety equipment. It would include an exterior block wall around both facilities, redesign of the parking lot, upgraded lighting, and new entry and exit signs.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Police
Facilities Maintenance
Design

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

POLICE EXTERNAL SAFETY AND INFRASTRUCTURE UPGRADES
5744 LOCATION MAP

Page 424 of 517 ends

14.D

Page 660 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 25,000 $ 25,000
Planning/Design
ROW
Construction
CM/Inspection
Other $ 475,000 $ 475,000
Total Cost $ 500,000 $ 500,000
WATER $ 250,000 $ 250,000
SEWER $ 250,000 $ 250,000
Total Cost $ 500,000 $ 500,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

Digitation and verification of the City's existing water and sewer atlas maps. This would include GPS field work to identify the location and type of manholes, valves, fire hydrants, etc.. The City has been utilitizing old assessor maps whichave not been updated and are not efficient.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Water/Wastewater
Construction

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

WATER/SEWER SYSTEM GIS MAPPING
5745 LOCATION MAP

Page 425 of 517 ends

14.D

Page 661 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 2,000 $ 2,000
Planning/Design $ 5,000 $ 5,000
ROW
Construction $ 207,752 $ 207,752
CM/Inspection $ 15,000 $ 15,000
Other
Total Cost $ 229,752 $ 229,752

PER CAPITA GRANT
PROGRAM $ 229,752 $ 229,752
Total Cost $ 229,752 $ 229,752
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project is constructing pickleball courts next to the existing tennis courts at Gibbel Park with footiings and electrical conduit for future court lighting. The pickleball courts will provide the community a healthy recreational activity for all ages.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Facilities
Public Works
Parks
Construction

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

PICKLEBALL COURT CONSTRUCTION AT GIBBEL PARK
5746 LOCATION MAP

Page 426 of 517 ends

14.D

Page 662 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 11,990 $ 11,990
Planning/Design $ 107,910 $ 107,910
ROW
Construction $ 959,200 $ 959,200
CM/Inspection $ 119,900 $ 119,900
Other
Total Cost $ 1,199,000 $ 1,199,000
ARPA $ 1,199,000 $ 1,199,000
Total Cost $ 1,199,000 $ 1,199,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

This project includes the evaluation, retrofit, and remodel of various fire statiosn in the City. The improvements include the retrofit/remodel as necessary per the evaluation for station 1, 2, and 3, installation of Heartsaver station alarm notification systems in all stations, diesel smoke extractioin systems in all stations, and professional washing machines at stations 1, 2, and 3.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Facilities
Fire
Design

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

FIRE STATION FACILITY EVALUATION/RETROFIT/REMODEL, INTERNAL FIRE

STATION SYSTEM UPGRADES
5747 LOCATION MAP

Page 427 of 517 ends

14.D

Page 663 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 5,000 $ 5,000
Planning/Design $ 10,000 $ 10,000
ROW
Construction $ 901,923 $ 901,923
CM/Inspection $ 55,000 $ 55,000
Other
Total Cost $ 971,923 $ 971,923
MEASURE 'A' $ 971,923 $ 971,923
Total Cost $ 971,923 $ 971,923
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide crack fill and slurry seal maintenance to various streets within the City. The project will help the City preserve its roads that are still in a good condition and preventing these streets from further deteriorating.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Construction

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2022/23 CITYWIDE SLURRY SEAL, LOCATIONS TBD
5748 LOCATION MAP

Page 428 of 517 ends

14.D

Page 664 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 30,000 $ 30,000
Planning/Design $ 240,000 $ 240,000
ROW
Construction $ 2,490,000 $ 2,425,000 $ 4,915,000
CM/Inspection $ 240,000 $ 75,000 $ 315,000
Other
Total Cost $ 3,000,000 $ 5,500,000
MEASURE 'A' $ 2,500,000 $ 500,000 $ 3,000,000
GENERAL FUND $ 2,000,000 $ 2,000,000
Total Cost $ 2,500,000 $ 2,500,000 $ 5,000,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide grind and overlay rehabilitation to various streets throughout the City. The project will target streets that are at jepardy of falling into the cagetory of needing reconstruction if grind and overlay rehabilitation is not done immediately. The rehabilitation of these streets will provide vehicle safety and provide many more years of life before extending the time before they need costly reconstruction.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2022/23 CITYWIDE PAVEMENT REHABILITATION, LOCATIONS TBD 5749 LOCATION MAP

Page 429 of 517 ends

14.D

Page 665 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 15,000 $ 15,000
Planning/Design
ROW
Construction
CM/Inspection
Other $ 150,000 $ 150,000
Total Cost $ 165,000 $ 165,000
ARPA $ 165,000 $ 165,000
Total Cost $ 165,000 $ 165,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

This project will replace existing combination code or traditional key locks with badge readers to gain access to various City buildings.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Facilities
Public Works/IT
Facilities Maintenance
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

BADGE READERS AT CITY FACILITIES
5750 LOCATION MAP

Page 430 of 517 ends

14.D

Page 666 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration
Planning/Design
ROW
Construction
CM/Inspection
Other $ 50,000 $ 50,000
Total Cost $ 50,000 $ 50,000
ARPA $ 50,000 $ 50,000
Total Cost $ 50,000 $ 50,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

This project will enhance the children's patio on the east side of the Library to include tables with benches, a drinking fountain, sunshades, and play equipment. These improvements will provide a safe place for children and families that walk to the Library to play before and after storytime.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Facilities
Library
Facilities Maintenance
Closeout

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

CHILDREN'S PATIO AT LIBRARY
5751 LOCATION MAP

Page 431 of 517 ends

14.D

Page 667 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 5,000 $ 5,000
Planning/Design
ROW
Construction $ 485,272 $ 485,272
CM/Inspection $ 40,000 $ 40,000
Other
Total Cost $ 530,272 $ 530,272
WATER $ 530,272 $ 530,272
Total Cost $ 530,272 $ 530,272
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project entails the interior recoating of Tank 4. The City of Hemet's four potable water tanks were constructed over 30 years ago.

In FY 15/16, inspection of the tanks by divers concluded that the tanks are in need of a recoating. Keeping the interior of the tanks maintained properly is a priority as poor tank conditions can negatively impact water quality.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Water
Closeout

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
TANK 4 RE-COAT
5752 LOCATION MAP

Page 432 of 517 ends

14.D

Page 668 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 30,000 $ 30,000
Planning/Design $ 240,000 $ 240,000
ROW
Construction $ 2,490,000 $ 2,490,000
CM/Inspection $ 240,000 $ 240,000
Other
Total Cost $ 240,000 $ 2,760,000 $ 3,000,000
WATER $ 3,000,000 $ 3,000,000
Total Cost $ 3,000,000 $ 3,000,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will replace water lines installed under existing storm drain infrastructure that have experienced constant failures in the weld joints. The water main lines are constructed of cement mortar lined steel pipes that were cut at installation to angle under the pipe around existing storm drain facilities. These weld joints have been failing (3 to 5 years) due to water deteriorating exposed weld joints inside of the pipe bends. These drops vary in depth and pipe size. Depths are from 4 to over 14 feet. Sizes are from 8 to 12 inches. The project area includes residential areas in the vicinity of Sanderson Ave on the west, Stetson Ave on the south and Santa Teresa Way on the east.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Water
Design

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
WATER DROP REPLACEMENTS - KIRBY ST. NEIGHBORHOODS
5753 LOCATION MAP

Page 433 of 517 ends

14.D

Page 669 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 15,000 $ 15,000
Planning/Design $ 120,000 $ 120,000
ROW
Construction $ 1,245,000 $ 1,245,000
CM/Inspection $ 120,000 $ 120,000
Other
Total Cost $ 1,500,000 $ 1,500,000
SEWER $ 1,500,000 $ 1,500,000
Total Cost $ 1,500,000 $ 1,500,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

Reline, repair, or replace existing sewer main lines to provide adequate protection to the City's sewer infrastructure and to address areas previously identified as deteriorating or in need of serious maintenance. City runs the risk of the weakest points in infrastructure becoming in violation of State of CA and Riverside Public Health Department requirements. Failed infrastructure can result in system back ups and ground water contamination.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Wastewater
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2022/23 CITYWIDE SEWER MAIN REPLACEMENTS, LOCATIONS TBD 5754 LOCATION MAP

Page 434 of 517 ends

14.D

Page 670 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 19,000 $ 19,000
Planning/Design $ 152,000 $ 152,000
ROW
Construction $ 1,577,000 $ 1,577,000
CM/Inspection $ 152,000 $ 152,000
Other
Total Cost $ 1,900,000 $ 1,900,000
RMRA $ 1,900,000 $ 1,900,000
Total Cost $ 1,900,000 $ 1,900,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation of Trevor Lane, Woodland Drive - westerly limit to Meridian, Cawston Avenue - Devonshire to Meno, and Olive Tree Lane - westerly limit to San Jacinto. The rehabilitation of these streets will provide vehicle safety and help the City maintain its roads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Design

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2022/23 SB1 PAVEMENT REHABILITATION
5755 LOCATION MAP

Page 435 of 517 ends

14.D

Page 671 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration
Planning/Design
ROW
Construction
CM/Inspection
Other $ 350,000 $ 350,000
Total Cost $ 350,000 $ 350,000
ARPA $ 350,000 $ 350,000
Total Cost $ 350,000 $ 350,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

This project will replace/refresh the existing network firewall at the Library.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
IT
Equipment Maintenance
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

REFRESH LIBRARY FIREWALL
5756 LOCATION MAP

Page 436 of 517 ends

14.D

Page 672 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 5,250 $ 5,250
Planning/Design $ 26,250 $ 26,250
ROW
Construction $ 456,750 $ 456,750
CM/Inspection $ 36,750 $ 36,750
Other
Total Cost $ 525,000 $ 525,000
WATER $ 525,000 $ 525,000
Total Cost $ 525,000 $ 525,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project entails the interior recoating of Tank 1. The City of Hemet's four potable water tanks were constructed over 30 years ago.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Water
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
TANK 1 RE-COAT

TBD LOCATION MAP

Page 437 of 517 ends

14.D

Page 673 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 10,000 $ 10,000
Planning/Design $ 30,000 $ 30,000
ROW
Construction $ 260,000 $ 260,000
CM/Inspection
Other
Total Cost $ 300,000 $ 300,000
WATER $ 300,000 $ 300,000
Total Cost $ 300,000 $ 300,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The Water system Supervisory Control and Data Acquisition (SCADA) is a combination of hardware and software that enables the automation of industrial processes by capturing Operational Technology (OT) realtime data providing for remote monitoring and alerts to staff of system faults. SCADA connects the sensors that monitor equipment like motors, pumps, and valves to an onsite or remote server. The System was installed in 2013/2014 and the Programmable Logic Controllers (PLCs) that operate the system are obsolete and no longer supported or repairable. The system as a whole needs a refresh to remain reliable for consistent operation.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Water
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

WATER SYSTEM SCADA UPDATE

TBD LOCATION MAP

Page 438 of 517 ends

14.D

Page 674 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 2,000 $ 2,000
Planning/Design $ 6,000 $ 6,000
ROW
Construction $ 186,000 $ 186,000
CM/Inspection $ 6,000 $ 6,000
Other
Total Cost $ 200,000 $ 200,000

STREETLIGHT

MAINTENANCE

DISTRICT
$ 200,000 $ 200,000
Total Cost $ 200,000 $ 200,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The existing streetlight system is a series wired high voltage system from the 1960s. The transformers at each light are failing and causing widespread outages on a regular basis. The system is unsafe to work on unless SCE disconnects power and reconnects after work is completed. This project will establish a new 240V electric service pedestal, replace all series wiring with two new standard circuits to feed the lights, and replace all of the light heads with new LED heads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
LLM/Facilities
Design

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

SIERRA DAWN STREET LIGHT CONVERSION

TBD LOCATION MAP

Page 439 of 517 ends

14.D

Page 675 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 15,000 $ 15,000
Planning/Design $ 70,000 $ 70,000
ROW
Construction $ 845,000 $ 845,000
CM/Inspection $ 70,000 $ 70,000
Other
Total Cost $ 1,000,000 $ 1,000,000
GENERAL FUND $ 1,000,000 $ 1,000,000
Total Cost $ 1,000,000 $ 1,000,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation to the City streets within the auto mall.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

AUTO MALL STREET REHABILITATION

TBD LOCATION MAP

Page 440 of 517 ends

14.D

Page 676 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 5,000 $ 5,000
Planning/Design
ROW
Construction $ 700,000 $ 700,000
CM/Inspection
Other $ 118,650 $ 118,650
Total Cost $ 823,650 $ 823,650
ARPA $ 823,650 $ 823,650
Total Cost $ 823,650 $ 823,650
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

Several facility improvements and repairs are to be made in preparation for the facility re-opeing and operation of services to the community once again. Improvements and repairs include but are not limited to replacing the roof, elvator modernization, painting of interior and exterior, repair HVAC system, replace carpets, and enclose dumpter, backflow device, and gas meter area.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Facilities Maintenance
Design

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028

SIMPSON CENTER - FACILITY IMPROVEMENTS

TBD LOCATION MAP

Page 441 of 517 ends

14.D

Page 677 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 10,000 $ 10,000
Planning/Design $ 50,000 $ 50,000
ROW
Construction $ 790,000 $ 790,000
CM/Inspection $ 50,000 $ 50,000
Other
Total Cost $ 900,000 $ 900,000
MEASURE 'A' $ 900,000 $ 900,000
Total Cost $ 900,000 $ 900,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide slurry seal improvements to various streets within the City. The project will help the City maintain its roads by preventing these streets from further deteriorating.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2023/24 CITYWIDE SLURRY SEAL, LOCATIONS TBD

TBD LOCATION MAP

Page 442 of 517 ends

14.D

Page 678 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 15,000 $ 15,000
Planning/Design $ 133,000 $ 133,000
ROW
Construction $ 1,619,000 $ 1,619,000
CM/Inspection $ 133,000 $ 133,000
Other
Total Cost $ 1,900,000 $ 1,900,000
MEASURE 'A' $ 1,900,000 $ 1,900,000
Total Cost $ 1,900,000 $ 1,900,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation to various streets within the City.

The rehabilitation of these streets will provide vehicle safety and help the City maintain its roads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2023/24 CITYWIDE PAVEMENT REHABILITATION, LOCATIONS TBD

TBD LOCATION MAP

Page 443 of 517 ends

14.D

Page 679 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 21,723 $ 21,723
Planning/Design $ 152,058 $ 152,058
ROW
Construction $ 1,846,424 $ 1,846,424
CM/Inspection $ 152,058 $ 152,058
Other
Total Cost $ 2,172,264 $ 2,172,264
RMRA $ 2,172,264 $ 2,172,264
Total Cost $ 2,172,264 $ 2,172,264
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation of various streets within the City.

The rehabilitation of these streets will provide vehicle safety and help the City maintain its roads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2023/24 SB1 PAVEMENT REHABILITATION, LOCATIONS TBD

TBD LOCATION MAP

Page 444 of 517 ends

14.D

Page 680 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 15,000 $ 15,000
Planning/Design $ 120,000 $ 120,000
ROW
Construction $ 1,245,000 $ 1,245,000
CM/Inspection $ 120,000 $ 120,000
Other
Total Cost $ 1,500,000 $ 1,500,000
WATER $ 1,500,000 $ 1,500,000
Total Cost $ 1,500,000 $ 1,500,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Water
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2023/24 CITYWIDE WATER MAIN REPLACEMENTS, LOCATIONS TBD

TBD LOCATION MAP

Page 445 of 517 ends

14.D

Page 681 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

City runs the risk of the weakest points in infrastructure becoming in violation of State of CA and Riverside Public Health Department requirements. Failed infrastructure can result in system back ups and ground water contamination.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Wastewater
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2023/24 CITYWIDE SEWER MAIN REPLACEMENTS, LOCATIONS TBD

TBD LOCATION MAP

Page 446 of 517 ends

14.D

Page 682 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 10,000 $ 10,000
Planning/Design $ 70,000 $ 70,000
ROW
Construction $ 850,000 $ 850,000
CM/Inspection $ 70,000 $ 70,000
Other
Total Cost $ 1,000,000 $ 1,000,000
MEASURE 'A' $ 1,000,000 $ 1,000,000
Total Cost $ 1,000,000 $ 1,000,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide slurry seal improvements to various streets within the City. The project will help the City maintain its roads by preventing these streets from further deteriorating.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2024/25 CITYWIDE SLURRY SEAL, LOCATIONS TBD

TBD LOCATION MAP

Page 447 of 517 ends

14.D

Page 683 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 18,000 $ 18,000
Planning/Design $ 126,000 $ 126,000
ROW
Construction $ 1,530,000 $ 1,530,000
CM/Inspection $ 126,000 $ 126,000
Other
Total Cost $ 1,800,000 $ 1,800,000
MEASURE 'A' $ 1,800,000 $ 1,800,000
Total Cost $ 1,800,000 $ 1,800,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation to various streets within the City.

The rehabilitation of these streets will provide vehicle safety and help the City maintain its roads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2024/25 CITYWIDE PAVEMENT REHABILITATION, LOCATIONS TBD

TBD LOCATION MAP

Page 448 of 517 ends

14.D

Page 684 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 22,000 $ 22,000
Planning/Design $ 176,000 $ 176,000
ROW
Construction $ 1,826,000 $ 1,826,000
CM/Inspection $ 176,000 $ 176,000
Other
Total Cost $ 2,200,000 $ 2,200,000
RMRA $ 2,200,000 $ 2,200,000
Total Cost $ 2,200,000 $ 2,200,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation of various streets within the City.

The rehabilitation of these streets will provide vehicle safety and help the City maintain its roads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2024/25 SB1 PAVEMENT REHABILITATION, LOCATIONS TBD

TBD LOCATION MAP

Page 449 of 517 ends

14.D

Page 685 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 15,000 $ 15,000
Planning/Design $ 120,000 $ 120,000
ROW
Construction $ 1,245,000 $ 1,245,000
CM/Inspection $ 120,000 $ 120,000
Other
Total Cost $ 1,500,000 $ 1,500,000
WATER $ 1,500,000 $ 1,500,000
Total Cost $ 1,500,000 $ 1,500,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Water
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2024/25 CITYWIDE WATER MAIN REPLACEMENTS, LOCATIONS TBD

TBD LOCATION MAP

Page 450 of 517 ends

14.D

Page 686 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Wastewater
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2024/25 CITYWIDE SEWER MAIN REPLACEMENTS, LOCATIONS TBD

TBD LOCATION MAP

Page 451 of 517 ends

14.D

Page 687 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 7,500 $ 7,500
Planning/Design $ 60,000 $ 60,000
ROW
Construction $ 622,500 $ 622,500
CM/Inspection $ 60,000 $ 60,000
Other
Total Cost $ 750,000 $ 750,000
MEASURE 'A' $ 750,000 $ 750,000
Total Cost $ 750,000 $ 750,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide slurry seal improvements to various streets within the City. The project will help the City maintain its roads by preventing these streets from further deteriorating.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2025/26 CITYWIDE SLURRY SEAL, LOCATIONS TBD

TBD LOCATION MAP

Page 452 of 517 ends

14.D

Page 688 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 20,000 $ 20,000
Planning/Design $ 160,000 $ 160,000
ROW
Construction $ 1,660,000 $ 1,660,000
CM/Inspection $ 160,000 $ 160,000
Other
Total Cost $ 2,000,000 $ 2,000,000
MEASURE 'A' $ 2,000,000 $ 2,000,000
Total Cost $ 2,000,000 $ 2,000,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation to various streets within the City.

The rehabilitation of these streets will provide vehicle safety and help the City maintain its roads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2025/26 CITYWIDE PAVEMENT REHABILITATION, LOCATIONS TBD

TBD LOCATION MAP

Page 453 of 517 ends

14.D

Page 689 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 23,000 $ 23,000
Planning/Design $ 161,000 $ 161,000
ROW
Construction $ 1,955,000 $ 1,955,000
CM/Inspection $ 161,000 $ 161,000
Other
Total Cost $ 2,300,000 $ 2,300,000
RMRA $ 2,300,000 $ 2,300,000
Total Cost $ 2,300,000 $ 2,300,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation of various streets within the City.

The rehabilitation of these streets will provide vehicle safety and help the City maintain its roads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2025/26 SB1 PAVEMENT REHABILITATION, LOCATIONS TBD

TBD LOCATION MAP

Page 454 of 517 ends

14.D

Page 690 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 15,000 $ 15,000
Planning/Design $ 120,000 $ 120,000
ROW
Construction $ 1,245,000 $ 1,245,000
CM/Inspection $ 120,000 $ 120,000
Other
Total Cost $ 1,500,000 $ 1,500,000
WATER $ 1,500,000 $ 1,500,000
Total Cost $ 1,500,000 $ 1,500,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Water
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2025/26 CITYWIDE WATER MAIN REPLACEMENTS, LOCATIONS TBD

TBD LOCATION MAP

Page 455 of 517 ends

14.D

Page 691 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Wastewater
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2025/26 CITYWIDE SEWER MAIN REPLACEMENTS, LOCATIONS TBD

TBD LOCATION MAP

Page 456 of 517 ends

14.D

Page 692 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 9,500 $ 9,500
Planning/Design $ 66,500 $ 66,500
ROW
Construction $ 807,500 $ 807,500
CM/Inspection $ 66,500 $ 66,500
Other
Total Cost $ 950,000 $ 950,000
MEASURE 'A' $ 950,000 $ 950,000
Total Cost $ 950,000 $ 950,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide slurry seal improvements to various streets within the City. The project will help the City maintain its roads by preventing these streets from further deteriorating.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2026/27 CITYWIDE SLURRY SEAL, LOCATIONS TBD

TBD LOCATION MAP

Page 457 of 517 ends

14.D

Page 693 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation to various streets within the City.

The rehabilitation of these streets will provide vehicle safety and help the City maintain its roads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2026/27 CITYWIDE PAVEMENT REHABILITATION, LOCATIONS TBD

TBD LOCATION MAP

Page 458 of 517 ends

14.D

Page 694 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 24,000 $ 24,000
Planning/Design $ 168,000 $ 168,000
ROW
Construction $ 2,040,000 $ 2,040,000
CM/Inspection $ 168,000 $ 168,000
Other
Total Cost $ 2,400,000 $ 2,400,000
RMRA $ 2,400,000 $ 2,400,000
Total Cost $ 2,400,000 $ 2,400,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation of various streets within the City.

The rehabilitation of these streets will provide vehicle safety and help the City maintain its roads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2026/27 SB1 PAVEMENT REHABILITATION, LOCATIONS TBD

TBD LOCATION MAP

Page 459 of 517 ends

14.D

Page 695 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 15,000 $ 15,000
Planning/Design $ 120,000 $ 120,000
ROW
Construction $ 1,245,000 $ 1,245,000
CM/Inspection $ 120,000 $ 120,000
Other
Total Cost $ 1,500,000 $ 1,500,000
WATER $ 1,500,000 $ 1,500,000
Total Cost $ 1,500,000 $ 1,500,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Water
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2026/27 CITYWIDE WATER MAIN REPLACEMENTS, LOCATIONS TBD

TBD LOCATION MAP

Page 460 of 517 ends

14.D

Page 696 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Wastewater
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2026/27 CITYWIDE SEWER MAIN REPLACEMENTS, LOCATIONS TBD

TBD LOCATION MAP

Page 461 of 517 ends

14.D

Page 697 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide slurry seal improvements to various streets within the City. The project will help the City maintain its roads by preventing these streets from further deteriorating.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2027/28 CITYWIDE SLURRY SEAL, LOCATIONS TBD

TBD LOCATION MAP

Page 462 of 517 ends

14.D

Page 698 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 19,000 $ 19,000
Planning/Design $ 133,000 $ 133,000
ROW
Construction $ 1,615,000 $ 1,615,000
CM/Inspection $ 133,000 $ 133,000
Other
Total Cost $ 1,900,000 $ 1,900,000
MEASURE 'A' $ 1,900,000 $ 1,900,000
Total Cost $ 1,900,000 $ 1,900,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation to various streets within the City.

The rehabilitation of these streets will provide vehicle safety and help the City maintain its roads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2027/28 CITYWIDE PAVEMENT REHABILITATION, LOCATIONS TBD

TBD LOCATION MAP

Page 463 of 517 ends

14.D

Page 699 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

The project will provide rehabilitation of various streets within the City.

The rehabilitation of these streets will provide vehicle safety and help the City maintain its roads.

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Roads
Public Works
Engineering
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2027/28 SB1 PAVEMENT REHABILITATION, LOCATIONS TBD

TBD LOCATION MAP

Page 464 of 517 ends

14.D

Page 700 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration $ 15,000 $ 15,000
Planning/Design $ 120,000 $ 120,000
ROW
Construction $ 1,245,000 $ 1,245,000
CM/Inspection $ 120,000 $ 120,000
Other
Total Cost $ 1,500,000 $ 1,500,000
WATER $ 1,500,000 $ 1,500,000
Total Cost $ 1,500,000 $ 1,500,000
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Water
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2027/28 CITYWIDE WATER MAIN REPLACEMENTS, LOCATIONS TBD

TBD LOCATION MAP

Page 465 of 517 ends

14.D

Page 701 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Infrastructure
Public Works
Wastewater
Planning

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
2027/28 CITYWIDE SEWER MAIN REPLACEMENTS, LOCATIONS TBD

TBD LOCATION MAP

Page 466 of 517 ends

14.D

Page 702 of 1962 ends

Project Number:

Category:

Department:

Division:

Project Status:

Administration
Planning/Design
ROW
Construction
CM/Inspection
Other
Total Cost $ - $ -
SEWER
Total Cost $ - $ -
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE
27/28
NEW

REQUEST

PROJECTED
FUTURE
YEARS
COST

COMPLETE

SOURCE OF FUNDS

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST
Project Description/Justification:

PROJECT COST

PREVIOUSLY

APPROPRIATED
23/24

NEW REQUEST
24/25
NEW

REQUEST
25/26
NEW

REQUEST
26/27
NEW

REQUEST

CAPITAL IMPROVEMENT PROGRAM
FY 2023/2024 - FY 2027/2028
TITLE

LOCATION MAP

Page 467 of 517 ends

14.D

Page 703 of 1962 ends

Technical Memorandum
Task 5 Deficiency Analysis and Correction
Appendix B
Design Standards

Page 468 of 517 ends

14.D

Page 704 of 1962 ends

Design Standards
The following narrative was extracted from the City of Hemet, Standard Specifications for Public Works Construction, Rev. March 2011. The design criteria for the water system establishes the following for demands and mains, pages 28-29. These standards are used to evaluate the hydraulic parameters such as pressure, velocity, and fire flow needs in existing conditions using the EPS model and to determine the deficiencies of the water system.

DEMANDS
Domestic Demands: In residential areas, assume 200 gallons per capita per day and 2.5 persons per unit for average day.

Maximum day = average day x 2.25.

Peak hour = maximum day x 2.50 – 24
Industrial and commercial demands require special design.

Fire demands (To be determined by Fire Marshall in accordance with the adopted fire code.) System Demand Criteria: The water Division reserves the right to determine criteria for each water system or sub-system based upon conditions that may exist for that particular location, anticipated level of development, planned use of other criteria.

Specific fire flow requirements will be determined by the Water Division using the recommendation of the Fire Department. Fire Flow for most areas will generally fall within the following limits.

1. Single Family Residence w/sprinklers 500 gpm @ a minimum 20 psi

2. Single Family Residence wo/sprinkler 1,000 gpm @ a minimum 20 psi

3. Multiple Residential & Condominiums 1,500 gpm @ a minimum 20 psi

4. Commercial 1,750-8,000 gpm @ a minimum 20 psi

5. Industrial 1,750-8,000 gpm @ a minimum 20 psi
Commercial and industrial development requirements will be analyzed separately based on the specific proposed project.

Pressure:

Minimum residual pressure will be 20 psi at design fire flow plus maximum daily domestic demand.

Minimum residual pressure will be 40 psi at peak hour domestic demand.

Maximum design static pressure will be 100 psi.

When static pressure exceeds 100 psi, reducing valves will be required.

When the area requiring pressure reduction is 25 or more residential lots, a pressure reducing valve and bypass will be installed in the main.

When the area requiring reduction is less than 25 or more residential lots, individual pressure reducing valves will be installed and maintained by property owners.

MAINS
Minimum size will be 8.0 in, inside diameter.

Page 469 of 517 ends

14.D

Page 705 of 1962 ends

Locations will be in accordance with the appropriate Standard Drawing.

All lines will be looped; there are to be no dead-end lines.

If approved by the Water Department, temporary dead ends are to be capped and extended beyond the pavement.

Depth of cover (measured from top of finish grade to top of pipe):

Pipes 12 in and smaller require 36 in of cover.

Pipes larger than 12 in require 42 in of cover.

Design will be based on maximum day requirements plus fire flow or peak hour, whichever is greater. For trunk water mains 12 in or larger, design head loss will not exceed 5 feet per 1,000 feet. For distribution mains 8.0 in or smaller, design velocity will not exceed five feet per second (fps)
Thrust blocks will be installed in accordance with appropriate Standard Drawing. If not applicable, special design is required.

All mains 12 in and larger will have profile shown on improvement plans accompanied with soils tests and engineering calculations. Smaller mains will be shown where crossing other lines.

Pipe deflections for short radius curves and angle points will normally be accompanied by means of standard fittings, the locations of which will be detailed on the plans.

Page 470 of 517 ends

14.D

Page 706 of 1962 ends

Compiled Report
City of Hemet Water Distribution Analysis
Task 6
Task 6. Systems Optimization (Third Model Run)
Watearth’s final iteration of the model development focused on optimizing the distribution system, building upon the second model run. Watearth resolved any secondary effects caused by corrections to the greatest extent possible. Watearth made additional considerations to improve the overall system performance beyond the minimum engineering standards targeted in the Second Model Run and provided 2 scenarios for system improvement.

Page 471 of 517 ends

14.D

Page 707 of 1962 ends

Technical Memorandum
Task 6 Systems Optimization
1 Project Hemet Water Distribution System Modeling Project Watearth # 22-023.0
Subject Technical Memorandum – Task 6 Systems Optimization Date September 25, 2024
Prepared by Jennifer Walker PE, DWRE, ENV SP, CFM, QSD, LEED AP BD+C
Carlos Quispe, MS
Introduction
This document summarizes the efforts to optimize the distribution model system. For the discussion of the different scenarios, Watearth and the City’s representative agreed on moving forward with 2 different scenarios. The scenarios incorporate the City of Hemet – Adopted Capital Improvement, Fiscal Years (FY) 2023-2024, 2027-2028 into the water system model which was previously calibrated based on the fire flow tests performed on October 26, 2023, and evaluated for Normal and Emergency conditions. Two scenarios were evaluated to accomplish the following goals:

1. Maximizing the treated water from Wells 15 and 16.

2. Minimizing the consumption of purchased water.

3. Modeling the selected CIP projects from the Fiscal Year 2023/2024 – 2027/2028 report.

4. Suggesting adjustments in the current system to solve deficiencies.

Methodology
This section describes the initial information input into the model for 2different scenarios. The Development of the different scenario subsections is a description of Watearth’s approach to solve the deficiencies found in each scenario.

Model Input Data
Watearth, in coordination with the City, agrees to consider 2 scenarios as described below:

Scenario 1
This scenario fits the City of Hemet Public Works Department’s design standards. The design standards indicate that the maximum design static pressure shall be 100 pounds per square inch (psi).

Scenario 2
This scenario fits an updated design standard for maximum pressure similar to what is established in the Design Criteria of The City of Riverside Public Utilities Water Division where the pressure at each node shall be a maximum of 125 psi.

The criteria related to demands, fire demands, and minimum residual pressure at design flow and peak hour domestic demand remain unchanged.

Inflows
The 2 scenarios include the planned inflows from Wells 15 and 16. The inclusion of the inflows from the 2 wells (15 and 16) into the system will utilize the raw treated water shown in Table 1. The

Page 472 of 517 ends

14.D

Page 708 of 1962 ends

Technical Memorandum
Task 6 Systems Optimization
2 inflow from the treatment plant is the sum of the treated raw water inflow from wells 15 and 16 which will be connected to the system. The total inflow is approximately 2,200 gallons per minute (gpm) and the static pressure is 110 psi.

Table 1: Planned Inflow into the Water System
Asset Inflow (gpm)
Static Pressure
(psi)
Treated water from the Treatment Plant 2,200 110
Additionally, the existing inflows from the wells and connections are considered in both scenarios. These inflows that operationally correspond to the maximum water production day set to be August 16, 2023, were already set in the previous Task 5 Deficiency Analysis and Correction model.

Table 2: Inflows from the model
Inflow GPM1, 2
Well 12 419
Well 10A 660
Well 2A 1,220
Searl Connection 680
Fruitvale Connection 650
Seven Hills Connection 590
Palm Connection 540
Bottletree Connection3 0
1 Values extracted from the hydraulic model.
2 Values represent the average flow while the pump is running. 3 Bottletree was OFF due to maintenance.

Page 473 of 517 ends

14.D

Page 709 of 1962 ends

Technical Memorandum
Task 6 Systems Optimization
3 Capital Improvement Projects
The following CIP projects are incorporated in the optimization model (Table 3), and shown in Appendix A.

Table 3: CIPs included in the Model
CIP Project Description
5656 4-inch to 8-inch Water Main Upgrade - Taylor, Apricot, and Harvard 5657 Citywide Water Main Replacements - Alley 1, Ramona, Alessandro, Inez, Elmwood, Carmalita, Juanita, Alley 2
5598 Echo Hills and Santa Fe Street Water Improvements - PH. 3 5661 Oakland Avenue and Santa Fe Street Water Main Replacement 5655 Echo Hills Tank Site and Waterline Improvements
5507 State Street Waterline Improvements
5717 Well 15 & 16 Treatment
Development of the Scenarios: Scenario 1
Watearth identified the hydraulic deficiencies found in the current system which remain after adding the CIP projects. Watearth proposes a solution based on having 2 pressure zones by adding pressure-reducing valves at key locations. Scenario 1 complies with the City’s Design Standards: When the area requiring pressure reduction is 25 or more residential lots, a pressurereducing valve and bypass will be installed in the main.

Issue Found in the Water System
In previous tasks, Watearth identified the location of the maximum pressures in the system (> 100 psi) where the Design Standard indicates that no pressure should exceed 100 psi. As observed, the western part of the water system shows elevated pressures as shown in Exhibit 1. The water level in the tanks developed a static pressure that varies with the location of a residence. For instance, the maximum water level in the tank is approximately 1,771 feet, and the elevation in a farther western residence is approximately 1,526 feet. Thus, the static pressure at this residence is 106 psi (245 feet). The pressure must be controlled to within an acceptable range of pressures in compliance with the City’s standards.

Development of 2 Pressure Zones- PZ1 and PZ2
When an urban area grows covering a large range of elevations, there is a chance that the upper customers get under-pressurized flow, or the lower customers get over-pressurized flow. To avoid this condition, the model was set up with 2 independent pressure zones as shown in Exhibit

2. A proposed boundary was delineated to separate the pressure zones to distribute water as shown in Exhibit 3 and Exhibit 4.

Page 474 of 517 ends

14.D

Page 710 of 1962 ends

Technical Memorandum
Task 6 Systems Optimization
4 1. The boundary was traced along the railroad and Gilbert Street from West Kimball Avenue to East Devonshire Avenue. The six existing connections were closed and relooped creating a closed system around the neighborhood as shown in Exhibit 3. a. West Devonshire Avenue & North Gilbert Street
b. West Latham Avenue & North Gilbert Street
c. West Florida Avenue & South Gilbert Street
d. West Kimball Avenue & South Gilbert Street
e. West Acacia Avenue & South Palm Avenue (re-loop)
f. West Acacia Avenue & South Hamilton Avenue

2. An additional boundary was traced along South Lyon Avenue where eight existing connections will be closed and re-looped creating a closed system around the neighborhood as shown in Exhibit 4.
a. West Stetson Avenue
b. San Marcos Drive
c. West Johnston Avenue
d. San Juan Drive
e. Whittier Avenue
f. Sandlewood Drive
g. Wesley Drive
h. Mayberry Avenue
Location of Pressure-Reducing Valves
Additionally, 3 pressure-reducing valves (PRV) were added to the model in the following locations which will ensure an 84 psi to 86 psi range downstream of the PRV as shown in Exhibit 5. a. PRV Stetson Avenue at the Bottletree connection.
b. PRV Whittier Avenue at the intersection of Whitter Avenue and South Lyon Avenue. c. PRV Lyon Avenue north of the intersection of Lyon Avenue and Mayberry Avenue.

Proposal of New Water Main Connection
Watearth modeled 2 water mains which are needed to move the inflows from pressure zone 2 (PZ2) to pressure zone 1 (PZ1); this will ensure that pressure in PZ2 is lower than 100 psi as shown in Exhibit 6. The physical properties are shown in Table 4.

1. The pump at the treatment plant will be connected to a proposed water main that runs parallel to Johnston Avenue and South Kirby Street down to West Stetson Avenue. It will continue parallel to West Stetson Avenue up to South Palm Avenue where the Palm Connection is located and connected to the distribution system.

2. The current inflow from the Sevenhills connection into pressure zone 2 (PZ2) will be closed.

The inflow will be conveyed by a proposed 10-inch water main which extends from PZ2 into pressure zone 1 (PZ1), and the connection to the system would be near the Palm Connection.

Page 475 of 517 ends

14.D

Page 711 of 1962 ends

Technical Memorandum
Task 6 Systems Optimization
5 Table 4: Conduit Characteristics
Conduit Location Diameter
(in)
Length
(feet)
At the Treated Water Pump 16 7,420
At Sevenhills Connection 10 5,205
Development of the Scenarios: Scenario 2
As mentioned, scenario 2 mainly follows these criteria:

1. The model will run with higher pressure specifications which will eliminate the pressurereducing valves in the distribution system. The maximum static pressure at each node is set to 125 psi.

2. All inflows from the wells, connections, and the proposed plant are included in the model.

3. A new 12-inch PVC water main for future development was added to the model to accommodate the flow from the treatment plant.

4. The water mains from the pump at the treatment plant near West Johnson Avenue extending towards Merced Way and Kirby Street were upgraded to 12-inch PVC water mains.

Proposal of New Water Main and Upgraded Connection
A new 12-inch water main is required to supply the water demand for future development located along Kirby Street and Sanderson Avenue, north of the railroad where the connections would be to the existing 12-inch water mains.

Watearth modeled the existing 12-inch water main from the treatment plant running east to Kirby Street, and a 12-inch water main from the treatment plant running west to Merced Way where it connects to an existing water main and splits to the north and south. The latter was upgraded from an 8-inch water main to a12-inch water main as shown in Exhibit 7.

Results
Both scenarios were evaluated under Normal Conditions – Maximum Demand Plus Peak Hours and Emergency Conditions – Maximum Demand Plus Fire Flow.

Scenario 1
Normal Conditions – Maximum Demand Plus Peak Hour

1. Maximum Velocities: Overall, the velocities are lower than 5 fps, and there are a few instances where the velocities are greater than, as shown in Exhibit 8. Watearth suggests upsizing the pipe diameter or adding a parallel pipe to decrease the velocity.

2. Maximum Pressure: Pressures dropped below 100 psi. Also, note that the maximum pressures at the nodes in the residential area are between 61 psi and 96 psi in pressure zone 1, and between 72 psi and 96 psi in pressure zone 2, as shown in Exhibit 9.

Page 476 of 517 ends

14.D

Page 712 of 1962 ends

Technical Memorandum
Task 6 Systems Optimization
6 3. Minimum Pressure: Pressures are higher than 40 psi. Also, the minimum pressures at the nodes in the residential area are between 57 psi and 89 psi in pressure zone 1, and between 60 psi and 91 psi in pressure zone 2, as shown in Exhibit 10.

Emergency Conditions – Maximum Demand Plus Fire Flow
The analysis indicates that the water distribution system complies with minimum flow and pressure (20 psi) requirements at most of the hydrants, but some do not, as shown in Exhibit 11.

Improvements are suggested in the recommendations section of the memorandum. The locations are grouped into 3 areas as follows:

1. State Street, north of West Oakland Avenue as shown in Exhibit 12.

2. Moose Street up north of West Acacia Avenue as shown in Exhibit 13.

3. Olive Tree Lane, and South San Jacinto Street as shown in Exhibit 14.

Scenario 2
Normal Conditions – Maximum Demand Plus Peak Hour

1. Maximum Velocities: Overall, the maximum velocity is lower than 5 fps as shown in Exhibit

15. However, 1 location, immediately after the treatment plant pump, but before the upgraded 12-inch water main, has velocities greater than 5 fps. Higher velocities are expected due to the 2,000 gpm discharge flow. Selecting a steel or ductile iron 12-inch pipe material could help to minimize the velocity effect. The current velocity is approximately 6.3 fps. The Maximum discharge velocity should be less than 10 fps.

2. Maximum Pressure: The maximum pressures at the nodes are lower than 125 psi where the pressure range is between 63 psi to 117 psi as shown in Exhibit 16.

3. Minimum Pressure: The minimum pressures at the nodes are greater than 40 psi where the pressure range is between 57 psi to 104 psi as shown in Exhibit 17.

Emergency Conditions – Maximum Demand Plus Fire Flow
The analysis indicates that the water distribution system complies with minimum flow and residual pressure (20 psi) requirements at most of the hydrants, but just a handful of them do not, as shown in Exhibit 18. Improvements are suggested in the recommendations section of the memorandum. The locations are grouped into 2 areas as follows:

1. State Street as shown in Exhibit 19.

2. Olive Tree Lane and north of South San Jacinto Street as shown in Exhibit 20.

Model Response
The exhibits developed in this report show the benefits of scenarios 1 and 2, which are complemented by the following Figures 1 through 10 which show the comparison between before and after inflow of treated water (CIP Design vs. Optimization).

The operational conditions observed in the well and connections on August 16, 2024, are set in the models. Below are reasons that support the decision:

1. Keeping the operational conditions as close as possible to August 16, 2024, will ease comparing the responses of the scenarios in terms of water level in the tanks and flow in the pumps.

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Technical Memorandum
Task 6 Systems Optimization
7 2. Observing the initial results based on the operational conditions will ease future management plans for the sources of inflows since the inflows from the treatment plant are substantial in terms of volume.

3. From SCADA data and operational clarification from the City’s representatives, the pumps work as follows:
a. The sources that operated 24 hours are Well 10, Well 2A, and Fruitvale. b. Well 12 and Searl operated until 7:00 a.m.
c. Sevenhills and Palm operated until 2:00 p.m. and 6:00 p.m. respectively. d. Bottle Tree was OFF due to maintenance.

The response of the model to both scenarios is similar in terms of inflows from the sources and water levels in the tanks that are shown in Figures 1 through 10 that compare CIP Design vs.

Optimization.

As shown in Figure 1, the initial inflows from the treatment plant supply the first hours of customer demand and fill the tanks. The pumps turn off when the water level at the tanks reaches a maximum value, and after the tanks are full, the water demands are met by 3 inflows: Well 2A (1,220 gpm), Well 10 (660 gpm), and Fruitvale (652 gpm). Eventually, the pump will turn on after 6:00 PM due to the increase in customer demand.

Figure 1: Inflow from Water Treatment Plant
With the supply from the treatment plant inflows, the need for water from Sevenhills (590 gpm) and Palm (540 gpm) connections is less, and the pumps are turned off as shown in Figure 2 and Figure 3. As shown in the figures, the volume of water supplied from the connections was reduced substantially. Sevenhills connection is on for 3-hours instead of 15-hours, and Palm connection is on for 6-hours instead of 18-hours.
0 500
1,000
1,500
2,000
2,500
0 6 12 18 24
Flow (cfs)
Time (hr)
CIP Design
Optimization

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Technical Memorandum
Task 6 Systems Optimization
8 Figure 2: Inflow from Sevenhills Connection
Figure 3: Inflow from Palm Connection
According to the optimization model results, the sources of water located in the northern portion of the water distribution system and within the City used the same inflow distribution as used in the CIP Design. Assets like the Searl (680 gpm) and Fruitvale (650 gpm) connections and Well 2A (1,220 gpm), Well 10 (660 gpm), and Well 12 (419 gpm) maintain their operational functionality and are not affected by the entry of water from the treatment plant. Also, the tanks at Park Hills (2 tanks) and Echo Hills (3 tanks) are full most of the time except for small water level variations of up to 0.87 feet in Echo Hills Tanks.

0 100
200
300
400
500
600
700
800
0 6 12 18 24
Flow (cfs)
Time (hr)
CIP Design
Optimization
0 100
200
300
400
500
600
700
0 6 12 18 24
Flow (cfs)
Time (hr)
CIP Design
Optimization

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Technical Memorandum
Task 6 Systems Optimization
9 Figure 4: Inflow from Searl Connection
Figure 5: Inflow from Fruitvale Connection
0 100
200
300
400
500
600
700
800
0 6 12 18 24
Flow (cfs)
Time (hr)
CIP Design
Optimization
0 100
200
300
400
500
600
700
0 6 12 18 24
Flow (cfs)
Time (hr)
CIP Design
Optimization

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Technical Memorandum
Task 6 Systems Optimization
10 Figure 6: Inflow from Well 2A
Figure 7: Inflow from Well 10
0 200
400
600
800
1000
1200
1400
0 6 12 18 24
Flow (cfs)
Time (hr)
CIP Design
Optimization
0 100
200
300
400
500
600
700
800
0 6 12 18 24
Flow (cfs)
Time (hr)
CIP Design
Optimization

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Technical Memorandum
Task 6 Systems Optimization
11 Figure 8: Inflow from Well 12
Figure 9: Water Level at Echo Hills
0 100
200
300
400
500
0 6 12 18 24
Flow (cfs)
Time (hr)
CIP Design
Optimization
20 25
30 35
0 6 12 18 24
Flow (cfs)
Time (hr)
CIP Design
Optimization

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Technical Memorandum
Task 6 Systems Optimization
12 Figure 10: Water Level at Park Hills
20 25
30 35
0 6 12 18 24
Flow (cfs)
Time (hr)
CIP Design
Optimization

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Technical Memorandum
Task 6 Systems Optimization
13 Conclusions and Recommendations
The following conclusions and recommendations are based on understanding and interpreting the model results for each scenario. Each scenario was set with the same foundation and operational settings developed as stated earlier in the memorandum in the section titled Initial considerations before modeling. The main difference between the scenarios is the efforts to accomplish the optimal goals set for each Scenario-Design Standard.

Conclusions
Scenario 1
Scenario 1 produces a positive change in the water system which complies with the Design Criteria for the water system from the City’s Design Standards in terms of minimum and maximum water pressure at the nodes and the maximum velocity allowable. Additionally, Watearth identified the following positive outcomes:

1. The water system could be operated without the overpressure concern for the lower residents located on the west side of the water distribution system.

2. The model balances the inflow from all the sources based on Echo Hills tanks water levels.

3. The water system is filled by the wells, connection, and inflow from the treatment plant; however, the inflows from the connections could eventually be substituted when the treatment plant is operated for a longer period.

4. All inflows are connected to pressure zone 1, which supplies the water demands and eventually fills the tanks at Park Hills and Echo Hills.

5. The water level at the tanks will not generate overpressure in Pressure Zone 2 since it is controlled by pressure-reducing valves.

6. The water pressure in Pressure Zone 1 allows water delivery into Pressure Zone 2.

Scenario 2
The proposed scenario complies with an updated Design Criteria for the water system in terms of maximum water pressure allowable at the nodes, and the volume of water generated from the treatment plant will be accommodated by a 12-inch upgraded water main. Watearth identified the following benefits:

1. The proposed pressure at the treatment plant will allow the volume of treated water to supply the water demand from the water system and fill the Echo Hills tanks, and potentially the Park Hill tanks but will depend on the pressure at the treatment plant.

2. The scenario balances the inflows from the wells, connections, and treated water based on the water level from Echo Hills tanks.

3. The treated water will reduce the need for purchased water from the Sevenhills and Palm connections.

Recommendations
Watearth suggests the following improvement projects for the optimization of the water distribution system which are discussed by scenario. Scenario 1 relies on more infrastructure improvements to be in compliance with the City’s design Standards. Also, both scenarios comply with the emergency conditions, however, a few local residential hydrants require water main upgrades which are detailed in Table 5. Recommendations were confirmed with

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Technical Memorandum
Task 6 Systems Optimization
14 modeling. Scenario 1 is the more expensive option as it involves installing additional water mains and pressure-reducing valves making this option less feasible. Scenario 2 requires less significant system to improvements to existing water mains but would require a revised City design standard. Scenario 2 is the more cost-effective option.

Table 5: Improvement for the Optimization of the Water Distribution System Scenarios
Project Improvement Description
Project Scenario 1 Description
SC1-100
Proposed water main Installation:
a. Gilbert Street
b. Along the Railroad
Installation of approximately
1,305 feet and 2,000 feet of
new 10-inch PVC water
mains along Gilbert Street
and the railroad,
respectively. The street
connections to the existing
infrastructure are shown in
Exhibit 3.

SC1-200
Closed main at the following locations:
a. West Devonshire Avenue & North Gilbert
Street
b. West Latham Avenue & North Gilbert Street
c. West Florida Avenue & South Gilbert Street
d. West Kimball Avenue & South Gilbert Street
e. West Acacia Avenue & South Palm Avenue
(re-loop)
f. West Acacia Avenue & South Hamilton
Avenue
The shutdown of the existing
water main is critical at these
locations to establish the
pressure zones where the
water will continue flowing
once the SC1-100 project is
complete. Shown in Exhibit 3.

SC1-300
Proposed water main installation:
a. Along Lyon Avenue
Installation of approximately
2,875 feet of new 8-inch PVC
water mains along Lyon
Avenue. The street
connections to the existing
infrastructure are shown in
Exhibit 4.

SC1-400
Closed main at the following locations:
a. West Stetson Avenue & South Lyon Avenue
b. San Marcos Drive & South Lyon Avenue
c. West Johnston Avenue & South Lyon Avenue
d. San Juan Drive & South Lyon Avenue
e. Whittier Avenue & South Lyon Avenue
f. Sandlewood Drive & South Lyon Avenue
g. Wesley Drive & South Lyon Avenue
h. Mayberry Avenue & South Lyon Avenue
The shutdown of the existing
water main is critical at these
locations to establish the
pressure zones where the
water will continue flowing
once the SC1-100 project is
complete. Shown in Exhibit 4.

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Technical Memorandum
Task 6 Systems Optimization
15 Project Improvement Description
SC1-500
Proposed pressure-reducing valves at the
following locations:
a. PRV Stetson Avenue at the Bottletree
connection.
b. PRV Whittier Avenue at the intersection of
Whitter Avenue and South Lyon Avenue.
c. PRV Lyon Avenue north of the intersection of
Lyon Avenue and Mayberry Avenue.

In addition, 3 PRVs are
required to establish the
pressures and the inflows into
pressure zone 2. Shown in
Exhibit 5.

SC1-600
Proposed water main installation:
a. Treated water pump, 16-inch water main
b. Sevenhill connection, 10-inch water main
Installation of approximately
7,420 feet and 3,958 feet of
new 16-inch and 10-inch PVC
water mains, respectively.

The street connections to the
existing infrastructure are
shown in Exhibit 6.

The inflows from both sources
are projected to supply the
demand in pressure zone 1
and fill the tanks.

SC1-700
Proposed water main Installation:

The maximum velocities of some water mains
will be reduced below 5 fps by installing another
water main parallel to the existing water mains
at the following locations:
a) Intersection of Whittier Avenue and Arbor
Parkway (8-inch)
b) Intersection of Whittier Avenue and Lyon
Drive (8-inch)
c) At Palm Avenue south of Stetson Avenue
(12-inch)
Installation of new PVC water
mains as shown in Exhibit 21.

SC1-800
Emergency Conditions:

There are a few hydrants that in emergency
conditions, the pressure is lower than 20 psi. After
reviewing case by case, Watearth suggests the
following solution in the description section.

1. The water mains should
be upsized with an 8-inch
PVC mainline to correct
the low residual pressure
at locations as shown in
Exhibit 22.

2. The installation of a new
12-inch PVC waterline
should be installed north
of West Florida Avenue up
to the existing waterline in
Rafferty Road to provide
the minimum residual

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14.D

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Technical Memorandum
Task 6 Systems Optimization
16 Project Improvement Description
pressure required as
shown in Exhibit 22.

Project Scenario 2 Description
SC2-100
Proposed water main installation:

At future development location with connection
to the existing 12-inch water mains.

Upgrade of existing water mains to 12-inch
water mains.

Installation of approximately
5,429 feet of new 12-inch
PVC water main. The street
connections to the existing
infrastructure are shown in
Exhibit 7.

SC2-200
Emergency Conditions:

There are a few hydrants that in emergency
conditions the residual pressure is lower than 20
psi. After reviewing case by case, Watearth
suggests the following solution in the description
section.

1. The 6-inch water main
should be upsized to an
8-inch water main to
correct the low residual
pressure at State Street
north of West Oakland
Avenue as shown in
Exhibits 19 and Exhibit 23.

2. In some cases, due to a
hydrant location, there is
no other water main close
to connect to higher
pressures. Therefore, it is
necessary to upsize to 8-
inch for the entire water
main along Olive Tree
Lane and South San
Jacinto Street as shown in
Exhibits 20 and Exhibit 23.

The existing 6-inch water
connection will stay as is.

Miscellaneous Improvement – Both Scenarios Description
Maximum
Velocity
Proposed water main Installation:

The effect of the maximum velocity noticed
after the water treatment plant pump will be
reduced by the following:

Installing 12-inch steel or ductile iron pipes. The
material will reduce the effect of the high
velocity.

Located at the treatment
plant and pump located
near West Johnston Avenue
as shown in Exhibit 21.

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14.D

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Technical Memorandum
Task 6 Systems Optimization
17 References
Advance Water Distribution Modeling and Management, Bentley Institute Press, First Edition, 2007.

Adopted FY 2023/24 – FY 2027/28, Capital Improvement Program, Hemet California Standard Specifications, City of Hemet Public Works Department, March 2011.

Exhibits
Exhibit 1 – Scenario 1 - Deficiencies Found in the System Exhibit 2 – Scenario 1 - Pressure Zones Map
Exhibit 3 – Scenario 1 – Water Main Improvements 1 of 2 Map Exhibit 4 – Scenario 1 – Water Main Improvements 2 of 2 Map Exhibit 5 – Scenario 1 - Location of Pressure-Reducing Valves Map Exhibit 6 – Scenario 1 - Location of Water Main Connections Map Exhibit 7 – Scenario 2 - Location of Water Main Connections Map Exhibit 8 – Scenario 1 - Normal Conditions - Maximum Velocity Exhibit 9 – Scenario 1 - Normal Conditions - Maximum Pressure Exhibit 10 – Scenario 1 - Normal Conditions - Minimum Pressure Exhibit 11 – Scenario 1 - Emergency Conditions - Fire Flow - General Map Exhibit 12 – Scenario 1 - Emergency Conditions - Fire Flow - Zoomed-in Map 1 Exhibit 13 – Scenario 1 - Emergency Conditions - Fire Flow - Zoomed-in Map 2 Exhibit 14 – Scenario 1 - Emergency Conditions - Fire Flow - Zoomed-in Map 3 Exhibit 15 – Scenario 2 - Normal Conditions - Maximum Velocity Exhibit 16 – Scenario 2 - Normal Conditions - Maximum Pressure Exhibit 17 – Scenario 2 - Normal Conditions - Minimum Pressure Exhibit 18 – Scenario 2 - Emergency Conditions - Fire Flow - General Map Exhibit 19 – Scenario 2 - Emergency Conditions - Fire Flow -Zoomed-in Map 1 Exhibit 20 – Scenario 2 - Emergency Conditions - Fire Flow -Zoomed-in Map 2 Exhibit 21 – Recommendation – Maximum Velocities Map
Exhibit 22 – Recommendations Scenario 1 – Emergency Conditions Map Exhibit 23 - Recommendations Scenario 2 – Emergency Conditions Map Appendices
Appendix A – CIP Projects

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14.D

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Technical Memorandum
Task 6 Systems Optimization
Exhibits

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14.D

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Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 1 - Scenario 1: Deficiencies Found in the System Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
T
T
TT
Well 2A
Well 12
Well 10A
Palm Connection
Searl Connection Fruitvale Connection
Sevenhill Connection
Park Hills tank
Echo Hills Tank
±
Legend
T Tanks
Water Supply
Maximum Pressure
40 - 100 psi
Greater than 100 psi
Pipeline
City of Hemet
Project Area
0 0.5 1
Miles
Treatment Plant

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14.D

Page 726 of 1962 ends

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 2 - Scenario 1: Pressure Zones Map
22-023.0
A. Wilson - June 17, 2024
Project
Location
T
T
TT
Well 2A
Well 12
Well 10A
Palm Connection
Searl Connection Fruitvale Connection
Sevenhill Connection
Park Hills tank
Echo Hills Tank
±
0 0.5 1
Miles
Legend
T Tanks
Water Supply
Pipeline
City of Hemet
Project Area
Pressure Zones
PZ1
PZ2
Treatment Plant

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14.D

Page 727 of 1962 ends

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 3 - Scenario 1: Water Main Improvements 1 of 2 Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
Well 2A
±
0 500 1,000
Feet
a. West Devonshire Ave
and North Gilbert St
N Gilbert St
W Devonshire Ave
W Latham Ave
State Rte 74
W Acacia Ave
W Kimball Ave
S Western Ave
S Hamilton Ave
W Florida Ave
b. West Latham Ave
and North Gilbert St
c. West Florida Ave
and South Gilbert St
S Gilbert St
d. West Kimball Ave
and South Gilbert St
e. West Acacia Ave
and South Palm Ave (re-loop)
f. West Acacia Ave
and South Hamilton Ave
Legend
Water Supply
Pipeline
Watermain
Closed Water Main
Proposed Water Main
City of Hemet
Project Area
Pressure Zones
PZ1
PZ2

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14.D

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Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 4 - Scenario 1: Water Main Improvements 2 of 2 Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
Well 10A
Sevenhill Connection
Whittier Ave
S Lyons Ave
W Stetson Ave
Johnson Ave
±
0 500 1,000
Feet
Legend
Water Supply
Pipeline
Watermain
Closed Water Main
Proposed Water Main
City of Hemet
Project Area
Pressure Zones
PZ1
PZ2
West Stenson Ave
San Marcos Dr
West Johnston Ave
San Juan Dr
Wesley Dr
Sandalwood Dr
Whittier Ave
Mayberry Ave

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14.D

Page 729 of 1962 ends

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 5 - Scenario 1: Location of Pressure-Reducing Valves Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
V
V
V
V
Well 10A
nnection V-02-PALM
PRV_LYON_AVE
PRV_STETSON_AVE
PRV_WHITTIER_AVE
±
0 750 1,500
Feet
Legend
Water Supply
V Proposed Pressure-Reducing Valves
Pipeline
City of Hemet
Project Area
Pressure Zones
PZ1
PZ2
S Lyon Ave
Whittier Ave
W Mayberry Ave
W Stetson Ave
San Lorenzo Dr

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14.D

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Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 6 - Scenario 1: Location of Water Main Connections Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
Well 10A
Sevenhill Connection
Palm Connection
±
0 750 1,500
Feet
Kirby St
W Stetson Ave
W Johnson Ave
Legend
Proposed Watermains
Sevenhill Connection
Treated Water Pump
Project Area
Pressure Zones
PZ1
PZ2
Water Supply City of Hemet
Pipeline
Treatment Plant

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14.D

Page 731 of 1962 ends

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 7 - Scenario 2: Location of Water Main Connections Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
±
0 500 1,000
Feet
Legend
Water Supply
Water Main Scenario 2
Pipeline
City of Hemet
Project Area
Connection to
the water system
New Water
Main 12-in
Treatment Plant
W Acacia Ave
N Kirby St
Sanderson Ave.

Cypress St
Connection to
the water system
Upgraded
Water Main 12-
in
N Kirby St
Merced Way

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14.D

Page 732 of 1962 ends

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 8 - Scenario 1: Normal Conditions - Maximum Velocity Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
T
T
TT
Bottle Tree Connection
Treatment Plant
Well 2A
Well 12
Well 10A
Palm Connection
Searl Connection Fruitvale Connection
Sevenhill Connection
Park Hills tank
Echo Hills Tank
±
0 0.5 1
Miles
Legend
T Tanks
Water Supply
Pipelines
Less than 5 fps
Greater than 5 fps
City of Hemet
Project Area
Pressure Zones
PZ1
PZ2

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14.D

Page 733 of 1962 ends

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 9 - Scenario 1: Normal Conditions - Maximum Pressure Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
T
T
TT
Bottle Tree
Connection
Well 12
Well 2A
Well 10A
Palm
Connection
Sevenhill
Connection
Searl
Connection Fruitvale
Connection
Echo Hills
Tank
Park Hills
tank
±
0 0.5 1
Miles
Legend
Water Supply
T Tanks
Pipelines
City of Hemet
Project Area
Pressure Zone
PZ1
PZ2
Maximum Pressure, psi
Less than 40 psi
40 - 70
70 - 100
Greather than 100 psi
Treatment Plant

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14.D

Page 734 of 1962 ends

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 10 - Scenario 1: Normal Conditions - Minimum Pressure Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
T
T
TT
Palm
Connection
Sevenhill
Connection
Bottle Tree
Connection
Well 12
Well 2A
Well 10A
Searl
Connection Fruitvale
Connection
Echo Hills
Tank
Park Hills
tank
±
0 0.5 1
Miles
Legend
Water Supply
T Tanks
Pipelines
City of Hemet
Project Area
Pressure Zone
PZ1
PZ2
Minimum Pressure, psi
Less than 40 psi
40 - 70
70 - 100
Greater than 100 psi
Treatment Plant

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14.D

Page 735 of 1962 ends

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 11 - Scenario 1: Emergency Conditions - Fire Flow - General Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
T
T
TT
H H
H
H
Bottle Tree
Connection
Echo Hills
Tank
Park Hills
tank
Well 12
Well 2A
Palm
Connection
Sevenhill
Connection
Searl
Connection
Fruitvale
Connection
±
Legend
Hydrant
Greater than 20 psi
H Less than 20 psi
T Tanks
Water Supply
Pipelines
City of Hemet
Project Area
Pressure Zones
PZ1
PZ2
0 0.5 1
Miles
1 2
3 Treatment Plant

Page 500 of 517 ends

14.D

Page 736 of 1962 ends

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 12 - Scenario 1: Emergency Conditions - Fire Flow - Zoomed-in Map 1 22-023.0
A. Wilson - June 17, 2024
Project
Location
T
T
T
T
T
T
T
T
T
T
T
T T
T
T
T
T
T
T
T
T
T T T
T
T
T
T
T T
T
T T
T
T
T
T T
T
HT
±
Legend
Hydrant
Greater than 20 psi
H Less than 20 psi
T Tanks
Water Supply
Pipelines
City of Hemet
Project Area
Pressure Zones
PZ1
PZ2
0 250 500
Feet
1

Page 501 of 517 ends

14.D

Page 737 of 1962 ends

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 13 - Scenario 1: Emergency Conditions - Fire Flow - Zoomed-in Map 2 22-023.0
A. Wilson - June 17, 2024
Project
Location
H
±
Legend
Hydrant
Greater than 20 psi
H Less than 20 psi
T Tanks
Water Supply
Pipelines
City of Hemet
Project Area
Pressure Zones
PZ1
PZ2
0 250 500
Feet
2

Page 502 of 517 ends

14.D

Page 738 of 1962 ends

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 14 - Scenario 1: Emergency Conditions - Fire Flow - Zoomed-in Map 3 22-023.0
A. Wilson - June 17, 2024
Project
Location
H
H
3 ±
Legend
Hydrant
Greater than 20 psi
H Less than 20 psi
T Tanks
Water Supply
Pipelines
City of Hemet
Project Area
Pressure Zones
PZ1
PZ2
0 250 500
Feet

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14.D

Page 739 of 1962 ends

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 15 - Scenario 2: Normal Conditions - Maximum Velocity Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
T
T
TT
Well 12
Well 2A
Well 10A
Palm
Connection
Sevenhill
Connection
Searl
Connection Fruitvale
Connection
Treatment
Plant
±
0 0.5 1
Miles
Bottle Tree
Connection
Legend
T Tanks
Water Supply
Pipelines
Less than 5 fps
Greater than 5 fps
City of Hemet
Project Area

Page 504 of 517 ends

14.D

Page 740 of 1962 ends

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 16 - Scenario 2: Normal Conditions - Maximum Pressure Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
T
T
TT
Palm
Connection
Sevenhill
Connection
Bottle Tree
Connection
Well 12
Well 2A
Well 10A
Searl
Connection Fruitvale
Connection
Echo Hills
Tank
Park Hills
tank
±
0 0.5 1
Miles
Legend
Water Supply
T Tanks
Pipelines
City of Hemet
Project Area
Maximum Pressure, psi
Less than 40 psi
40 - 70
70 - 100
100 - 125
Treatment Plant

Page 505 of 517 ends

14.D

Page 741 of 1962 ends

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 17 - Scenario 2: Normal Conditions - Minimum Pressure Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
T
T
TT
Sevenhill
Connection
Well 12
Well 2A
Palm
Connection
Searl
Connection
Fruitvale
Connection
Treatment
Plant
Echo Hills
Tank
Park Hills
tank
±
0 0.475 0.95
Miles
Bottle Tree
Connection
Legend
Water Supply
T Tanks
Pipelines
City of Hemet
Project Area
Minimum Pressure, psi
Less than 40 psi
40 - 70
70 - 100
100 - 125

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Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 18 - Scenario 2: Emergency Conditions - Fire Flow - General Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
T
T
TT
H
H
Bottle Tree
Connection
1 2
Well 12
Well 2A
Palm
Connection
Sevenhill
Connection
Searl
Connection
Fruitvale
Connection
Treatment
Plant
Echo Hills
Tank
Park Hills
tank
±
0 0.5 1
Miles
Legend
T Tanks
City of Hemet
Project Area
Pipelines
Water Supply
Hydrant
H Less than 20 psi
Greater than 20 psi

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Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 19 - Scenario 2: Emergency Conditions - Fire Flow -Zoomed-in Map 1 22-023.0
A. Wilson - June 17, 2024
Project
Location
H
±
0 250 500
Feet
Legend
T Tanks
City of Hemet
Project Area
Pipelines
Water Supply
Hydrant
H Less than 20 psi
Greater than 20 psi

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Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 20 - Scenario 2: Emergency Conditions - Fire Flow -Zoomed-in Map 2 22-023.0
A. Wilson - June 17, 2024
Project
Location
H
±
0 250 500
Feet
Legend
T Tanks
City of Hemet
Project Area
Pipelines
Water Supply
Hydrant
H Less than 20 psi
Greater than 20 psi

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Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 21 - Recommendation - Maximum Velocities Map
22-023.0
A. Wilson - June 17, 2024
Project
Location
Well 10A
Sevenhill Connection
Palm Connection
Treatment Plant
±
0 750 1,500
Feet

NEW MATERIAL

PROPOSED

PARALLEL

WATER MAIN
W Whittier Ave

PROPOSED

PARALLEL

WATER MAIN

PROPOSED PARALLEL WATER MAIN
W Johnston Ave
Legend
Water Supply
Watermain
PVC
STEEL
Pipeline
City of Hemet
Project Area
Pressure Zones
PZ1
PZ2

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Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 22 - Recommendation Scenario 1: Emergency Conditions Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
T
T
TT
Palm
Connection
Sevenhill
Connection
Bottle Tree
Connection
Well 12
Well 2A
Well 10A
Searl
Connection Fruitvale
Connection
Echo Hills
Tank
Park Hills
tank
±
0 0.5 1
Miles
Legend
T Tanks
Water Supply
Watermain
New Watermain
Upsizing Watermain
City of Hemet
Project Area
Pressure Zone
PZ1
PZ2
Treatment Plant
N State St
W Oakland Ave
S Gilbert St
E Florida Ave
N Valley View
Dr
S Western Ave
S Hamilton Ave
W Kimball Ave
Moose St
San Vicente Dr
N Gilbert St
N Lyon Ave
Olive Tree Ln
Los Tilos Rd

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Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 23 - Recommendation Scenario 2: Emergency Conditions Map 22-023.0
A. Wilson - June 17, 2024
Project
Location
T
T
TT
Palm
Connection
Sevenhill
Connection
Bottle Tree
Connection
Well 12
Well 2A
Well 10A
Searl
Connection Fruitvale
Connection
Echo Hills
Tank
Park Hills
tank
±
0 0.5 1
Miles
Treatment Plant
N State St
Olive Tree Ln
E Oakland Ave
N Gilbert St
N Lyon Ave
N Kirby St
Legend
T Tanks
Water Supply
Watermain
Upsizing Watermain
City of Hemet
Project Area

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14.D

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Technical Memorandum
Task 6 Systems Optimization
Appendix A
CIP Projects

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Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 1 - Capital Improvement Projects (CIPs) Map
22-023.0
A. Wilson - March 5, 2024
Project
Location
T
T
TT
Bottle Tree Connection
Well 2A
Well 12
Well 10A
Palm Connection
Searl Connection Fruitvale Connection
Sevenhill Connection
Park Hills tank
Echo Hills Tank
±
0 0.5 1
Miles
Parcels
Residential
Commercial /
Industrial
Legend
Nodes
T Tanks
Reservoir
Pipelines
CIPs
5507
5598
5655
5656
5657
5661
5717
Project Area
City of Hemet

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14.D

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Technical Memorandum
Hemet Model Layout
1 City of Hemet Hydraulic Model of the
Water Distribution System
As part of the professional services agreement between the City of Hemet and Watearth, Inc., Watearth developed a hydraulic model consisting of different modeling scenarios. This document serves as a layout of the different scenarios.

The model was performed in a Geographic Information System (GIS) environment using Infowater Executive Suite 12.5 which works with ESRI ArcGIS software.

Description of Scenarios:

The different scenarios are created and stored in the Network Data Scenarios of Infowater.

1. Base, Base Network Scenario: The scenario consists of all the data collected from the following sources:
a. City of Hemet’s mapbook;
b. Addressing gaps in the data;
c. Performing site reconnaissance; and
d. Coordination with site representatives.

The elements are as follows:
a. Pipes (geometry, hydraulic parameters);
b. Pumps (pump curves from plates);
c. Tanks (elevations extracted from master plan);
d. Wells and connections (inflow extracted from SCADA); and

2. Existing, Preliminary Network Conditions: Under this scenario, Watearth developed more comprehensive sub-scenarios with specific details such as:

Calibration, Fire Flow Field Test Nov 2023: The calibration scenarios were developed to match the residual pressure taken during the fire flow test by testing selected hydrants which were used to adjust the diameters and the roughness coefficients of the water mains. The data in the model includes the inflows (wells and connections) and water level in the tanks processed from SCADA, water demand per node, and a diurnal curve.

The calibration model was run for steady state conditions. a. List of models:
i. CALIBRATION_SS, CALIBRATION SS_FF1
ii. CALIBRATION_SS_FF2, CALIBRATION SS_FF2
iii. CALIBRATION_SS_FF3, CALIBRATION SS_FF3
iv. CALIBRATION_SS_FF4, CALIBRATION SS_FF4
v. CALIBRATION_SS_FF5, CALIBRATION SS_FF5
vi. CALIBRATION_SS_FF6, CALIBRATION SS_FF6
vii. CALIBRATION_SS_FF7, CALIBRATION SS_FF7

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Technical Memorandum
Hemet Model Layout
2 viii. CALIBRATION_SS_FF84, CALIBRATION SS_FF8
ix. CALIBRATION_SS_FF9, CALIBRATION SS_FF9
x. CALIBRATION_SS_FF10, CALIBRATION SS_FF10
Normal Operations MDD Plus Peak Hour and Emergency Operations Plus Fire Flow: Each of the models was developed to model the water system for the day of maximum water production (August 2023) to perform the Normal Operation and Emergency Operation in compliance with the City’s Design Standard. The data in the model includes the inflows (wells and connections) and tanks’ water level processed from SCADA, water demand per node, and a diurnal curve for August 2023. The models were ran for an extended model simulation of 24 hours.
a. List of models:
i. NORMAL_OPERATIONS, NORMAL_OPERATIONS MDD PLUS PEAK HOURS ii. EMERGENCY_OPERATIONS, EMERGENCY_OPERATIONS PLUS FIRE FLOW CIP Planning and CIP Design: The models were designed following the Capital Improvement Plan for the projects during the Fiscal Years 2023-2024 and 2027 and 2028.

The planning model includes the treatment plant and pump that will process the inflows from Well 15 and Wells 16, which were not included in the above CIP report. a. List of models:
i. CIP_DESIGN_NORMAL_OP, CIP DESIGN_NORMAL OPERATIONS
ii. CIP_DESIGN_EMERGENCY_OP, CIP DESIGN EMERGENCY OPERATIONS iii. CIP_PLANNING_NORMAL_OP, CIP PLANNING NORMAL OPERATIONS iv. CIP_PLANNING_EMERGENCY_OP, CIP PLANNING EMERGENCY

OPERATIONS
Optimization model: The models were developed under the following criteria:
a. The optimization design models include two pressure zones and pressure reduction valves (PRVs). The scenario follows current City Standards. b. The optimization of water mains by upsizing scenario includes new water mains at the treatment plant. The scenario considers an update to the maximum pressures in the City Standards.
c. List of models:
i. OPTIMIZATION_DESIGN, OPTIMIZATION_DESIGN_PRVs_NORMAL OP ii. OPTIMIZATION_DESIGN_EMERGENCY_OP,
OPTIMIZATION_DESIGN_PRVs_EMERGENCY_OP
iii. OPTIMIZATION_UPSIZING, OPTIMIZATION_UPSIZING_NORMAL OP iv. OPTIMIZATION_UPSIZING_EMERG_OP,
OPTIMIZATION_UPSIZING_EMERGENCY_OP

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Technical Memorandum
Hemet Model Layout

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14.D

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City of Hemet
City Council Meeting

STAFF REPORT
Meeting: City Council Meeting - Nov 12 2024
Department: Administration
Submitted by: Mark Prestwich, City Manager
John Maier, City Clerk;
☐ Receive and File ☒ Consent Calendar ☐ Business Item ☐ Public Hearing TITLE:

Approval of the City Council Regular Meeting Minutes of October 22, 2024 RECOMMENDED ACTION:

It is respectfully recommended that the City Council:

Approve the City Council Regular Meeting Minutes of October 22, 2024.

STRATEGIC PLAN INTEGRATION:

GOAL THREE: COMMUNITY ENGAGEMENT
To connect and participate in a constant dialogue between members of the community, City staff, and elected officials to promote togetherness and positivity.

Objective 1: Deliver messaging to the Community that connects, is consistent, and relevant.

Objective 2: Increase transparency for the public.

ATTACHMENT(S):

Attachment 1: City Council Meeting - Oct 22 2024 - Minutes

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MINUTES
City Council Meeting
City of Hemet
City Council Chamber
Tuesday, October 22, 2024

1. CLOSED SESSION – 5:30 P.M.

2. CALL TO ORDER
The City Council of the City of Hemet met this date in a Closed Session at 5:31 p.m. in the City Council Chamber, 450 E. Latham Avenue, Hemet, California with Mayor Males presiding.

3. ROLL CALL
City Clerk Maier provided the Roll Call as follows:

Present: Mayor Males
Mayor Pro Tem Peterson
Council Members Kendrick, Krupa, Lilienthal
Staff Present:

City Manager:

City Attorney:

City Clerk:

Mark Prestwich
Steven Graham
John Paul Maier

4. PUBLIC COMMENT PERIOD - RULES OF DECORUM, RESOLUTION NO. 4545 Mayor Males asked for Public Comments; no one spoke.

Council recessed into Closed Session at 5:32 p.m.

5. DISCUSSION ITEMS

5.A THREAT TO PUBLIC SERVICES OR FACILITIES
Pursuant to Section 54957
Consultation with: Chief of Police and IT Manager

5.B CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED

LITIGATION
Significant Exposure Pursuant to Paragraph (2) of Subdivision (d) of

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City Council Meeting
October 22, 2024
Section 54956.9 Number of Cases (2)

5.C CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Pursuant to Government Code Section 54956.8
Property: 228 E. Florida Avenue
Agency Negotiator: Mark Prestwich, City Manager or Designee Under negotiation: Price and Terms

5.D CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Pursuant to Government Code Section 54956.8
Property: 400 E. Florida Avenue
Agency Negotiator: Mark Prestwich, City Manager or Designee Under negotiation: Price and Terms

5.E CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Pursuant to Government Code Section 54956.8
Property: 3850 W. Florida Avenue
Agency Negotiator: Mark Prestwich, City Manager or Designee Under negotiation: Price and Terms

6. ADJOURNMENT OF CLOSED SESSION
Closed Session was adjourned at 6:38 P.M.

7. REGULAR MEETING - 7:00 P.M.

8. CALL TO ORDER
The City Council of the City of Hemet met this date in a Regular Session at 7:11 p.m. in the City Council Chamber, 450 E. Latham Avenue, Hemet, California with Mayor Males presiding.

9. ROLL CALL
City Clerk Maier provided the Roll Call as follows:

Present: Mayor Males
Mayor Pro Tem Peterson
Council Members Kendrick, Krupa, Lilienthal
Staff Present:

City Manager:

City Attorney:

City Clerk:

Mark Prestwich
Steven Graham
John Paul Maier

10. INVOCATION
Invocation was given by Kristian Ticas.

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City Council Meeting
October 22, 2024

11. PLEDGE OF ALLEGIANCE
The Pledge of Allegiance was led by Council Member Krupa.

12. CITY ATTORNEY CLOSED SESSION REPORT
City Attorney Graham reported that by consensus, settlement direction was provided for two cases for Item 5.B of the Closed Session Meeting.

12.A City Attorney’s Report regarding Closed Session

13. COMMUNICATIONS FROM THE PUBLIC
Mayor Males asked for Public Comments, the following citizen spoke: Thomas Miranda, Francis Garcia, Dr. Stephanie Burce, Andrew Allen, Lisa Matus, Mandie Diaz, Annjeanette Durocher, Anthony Noriega, Roy Fales, Jean Faenza, David Yang, Pam Yang, Robert Arocho, Joe Wood, Trish Mcclure, Carrol & Trish, Deirdra Hampon, and Elaine Vu.

13.A Public Comment for Items Listed on the Agenda: Consent and Discussion Items

13.B Public Comment for Items Not Listed on the Agenda, but within Jurisdictional Matter

14. PRESENTATIONS
Council Member Krupa presented a Proclamation for Hindu Heritage Month from our last meeting on October 8, 2024 to Rakesh Gupta, Neelam Gupta, and residents, celebrating Hindu Heritage Month.

Council Member Peterson presented a Proclamation for Breast Cancer Awareness Month to Alphy Norman, a 6-year survivor of breast cancer.

14.A Proclamation for Breast Cancer Awareness Month
Council Member Kendrick presented a Proclamation for Fire Prevention Week to Fire Chief Eddie Sell and Fire Prevention Officer Ed Clark.

14.B Proclamation for Fire Prevention Week
This Proclamation will be presented at a separate event.

14.C Proclamation for Red Ribbon Week

15. PUBLIC HEARING

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City Council Meeting
October 22, 2024

15.A Public Hearing to Consider Calling a Special Election; Declaring the Results of the Election; and Approving Formation and Levy of Special Taxes for City of Hemet Community Facilities District No. 2024-01 (Public Facilities Maintenance); Designate Future Annexation Area and to Authorize the Levy of a Special Tax within City of Hemet Community Facilities District No. 2024-01 (Public Facilities Maintenance) Generally Located: Zone 1 North of Stetson Avenue and East of Gilbert Street; Zone 2: South of Florida Avenue, East of Juanita Street, West of Buena Vista Street and North of Kimball Avenue Public Works Director/City Engineer Noah Rau presented a PowerPoint Presentation, regarding the establishment of the Community Facilities District No. 2024-01.

Mayor Males opened the Public Hearing.

Mayor Males asked for public comments; no one spoke.

Mayor Males closed the Public Hearing.

City Clerk Maier announced the ballot results for Zones 1 and 2. City Clerk Maier stated that one vote was received for Zone 1 on October 21, 2024 that was marked “Yes” and the second ballot measure for Zone 2 was received on October 21, 2024 as well, noting that the ballot measure had three votes that were marked “Yes.”
Action:

MOTION BY COUNCIL MEMBER KRUPA, SECOND BY COUNCIL MEMBER LILIENTHAL, CARRIED 5-0, to:

1. Open the Public Hearing and take testimony, if any; and,

2. Adopt a Resolution 2024-191 of Formation of the City Council of the City of Hemet, California, to establish City of Hemet Community Facilities District No. 2024-01 (Public Facilities Maintenance), to establish an appropriations limit therefor, to authorize the submittal of the levy of special taxes, and to submit the establishment of an appropriations limit, to the qualified electors of such Community Facilities District; and,

3. Adopt a Resolution 2024-192 of the City Council of the City of Hemet, California, calling a special election and submitting to the qualified electors of City of Hemet Community Facilities District No. 2024-01 (Public Facilities Maintenance) propositions regarding the establishment of an appropriations limit and the annual levy of a special tax within the Community Facilities District; and

4. Adopt a Resolution 2024-193 of the City Council of the City of Hemet, California, declaring the results of a special election in City of Hemet Community Facilities District No. 2024-01 (Public Facilities Maintenance) and directing the recording of a notice of special tax lien; and

5. Waive full reading, read by title only, and introduce an Ordinance 2046 entitled, An Ordinance of the City Council of the City of Hemet, California, acting in its capacity as the legislative body of City of Hemet Community Facilities District No. 2024-01 (Public Facilities Maintenance) authorizing the levy of a special tax therein, as amended to

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City Council Meeting
October 22, 2024
update the Ordinance, striking through duplicative language on lines 15-16, section referencing “Resolution of Intention (Resolutions of Intention).”

16. RECEIVE AND FILE

16.A City of Hemet Budget Adjustments Dated August 31, 2024 Action:

By consensus, the City Council received and filed the City of Hemet Budget Adjustments Dated August 31, 2024.

17. CONSENT CALENDAR
City Attorney Graham stated that Item 17.B would be amended to include an updated Ordinance, striking through title section references related to government-sponsored references.

MOTION BY COUNCIL MEMBER KENDRICK, SECOND BY MAYOR PRO TEM PETERSON, CARRIED 5-0, to approve the Consent Calendar, amending the Ordinance by striking through title section references for Item 17.B and removing Items 17.C, 17.D, and 17.I for separate consideration. Council Member Kendrick stated that she would recuse herself from voting on Item 17.D due to a conflict of interest, relating to the proximity of her residence.

17.A Approval of the City Council Regular Meeting Minutes of October 8, 2024 Action:

MOTION BY COUNCIL MEMBER KENDRICK, SECOND BY MAYOR PRO TEM PETERSON, CARRIED 5-0, to approve the City Council Regular Meeting Minutes of October 8, 2024.

17.B Second Reading and Adoption of an Ordinance 2045 Of The City Council Of The City Of Hemet, California, Adding Sections 53-10 To The Hemet Municipal Code Prohibiting Government-Sponsored Unsanctioned Transport Of Homeless Persons
Action:

MOTION BY COUNCIL MEMBER KENDRICK, SECOND BY MAYOR PRO TEM PETERSON, CARRIED 5-0, to waive further reading and adopt an Ordinance 2045 Of The City Council Of The City Of Hemet, California, Adding Sections 53-10 To The Hemet Municipal Code Prohibiting Government-Sponsored Unsanctioned Transport Of Homeless Persons.

17.C A Resolution of the City Council of the City of Hemet, California, Accepting the 2024-25 Literacy Grant of $25,000 for Adult Literacy Provided by the California State Library Literacy Services for the Hemet Public Library and Authorize the Administrative Services Director to Increase General Fund Estimated Revenues by $5,000
Action:

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City Council Meeting
October 22, 2024

MOTION BY COUNCIL MEMBER KRUPA, SECOND BY COUNCIL MEMBER KENDRICK, CARRIED 5-0, to adopt a Resolution 2024-194 of the City Council of the City of Hemet, California, Accept the 2024-25 Literacy Grant of $25,000 for Adult Literacy Provided by the California State Library Literacy Services to the Hemet Public Library and Authorize the Administrative Services Director to Increase General Fund Estimated Revenues by $5,000.

17.D A Resolution of the City Council of the City of Hemet, California, Accepting Public Improvements Associated with Citrus Pointe Tracts 25168-1, 31620-1, and 31620, Authorizing the City Engineer to Reduce the Faithful Performance and Material and Labor Bond Amounts to 25%, to Accept Offsite Public Improvements Upon Satisfactory Completion and at that Time Reduce the Separate Offsite Public Improvement Bond to 25% and Subsequently Release the Bonds in Accordance with the Provisions of the Subdivision Improvement Agreement (Generally Located Immediately East of Lake Street and North of Florida Ave)
Action:

MOTION BY COUNCIL MEMBER LILIENTHAL, SECOND BY COUNCIL MEMBER KRUPA, CARRIED 4-0-1 (COUNCIL MEMBER KENDRICK RECUSED), to adopt a Resolution 2024- 195 of the City Council of the City of Hemet, California, Accepting Public Improvements Associated with Citrus Pointe Tracts 25168-1, 31620-1, and 31620, Authorizing the City Engineer to Reduce the Faithful Performance and Material and Labor Bond Amounts to 25%, to Accept Offsite Public Improvements Upon Satisfactory Completion and at that Time Reduce the Separate Offsite Public Improvement Bond to 25% and Subsequently Release the Bonds in Accordance with the Provisions of the Subdivision Improvement Agreement (Generally Located Immediately East of Lake Street and North of Florida Ave).

17.E A Resolution of the City Council of the City of Hemet, California, Awarding an Agreement for the Purchase and Installation of Field Lighting at Brubaker Park (CIP 5740) From Musco Sports Lighting, LLC in the Amount of $625,015 Utilizing the Sourcewell Contract #041123-MSL and Authorizing the City Manager to Execute All Documents Related to the Agreement and Authorize a 10% Contingency in the Amount of $62,502
Action:

MOTION BY COUNCIL MEMBER KENDRICK, SECOND BY MAYOR PRO TEM PETERSON, CARRIED 5-0, to adopt a Resolution 2024-196 of the City Council of the City of Hemet, California, Awarding an Agreement for the Purchase and Installation of Field Lighting at Brubaker Park (CIP 5740) From Musco Sports Lighting, LLC in the Amount of $625,015 Utilizing the Sourcewell Contract #041123-MSL and Authorizing the City Manager to Execute All Documents Related to the Agreement and Authorize a 10% Contingency in the Amount of $62,502.

17.F Requesting Approval to Etch the Names of Richard Alvarez and Louis Morales on the Hemet Veterans Memorial at Gibbel Park

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City Council Meeting
October 22, 2024
Action:

MOTION BY COUNCIL MEMBER KENDRICK, SECOND BY MAYOR PRO TEM PETERSON, CARRIED 5-0, to pass a Motion approving the request to add the names of Richard Alvarez and Louis Morales on the Veterans Memorial Wall at Gibbel Park.

17.G Consideration of City of Hemet Permitting Fee Waiver, Road Closure, and Use of Staff Overtime for the Turkey Giveaway Event in Partnership with Assembly member Dr. Corey A. Jackson, Supervisor Yxstian Gutierrez and Black Voices of the Valley on November 23, 2024
Action:

MOTION BY COUNCIL MEMBER KENDRICK, SECOND BY MAYOR PRO TEM PETERSON, CARRIED 5-0, to authorize the waiver of the City of Hemet, California, permitting fees of $1,660.66, for the Road Closure on Harvard Street, and use of Staff Overtime for the Turkey Giveaway Event on November 23, 2024.

17.F A Resolution of the City Council of the City of Hemet, California, Renewing a Three-Year Small Government Enterprise License Agreement (SGEA) with Environmental Systems Research Institute, Inc. (ESRI) in the Amount of $187,200; authorize the Administrative Services Director to record a Supplemental Appropriation in the amount of $2,400.00; and Authorize the City Manager to Execute the Agreement, Annual Purchase Orders, and all Other Supporting Documents Related to the Agreement
Action:

MOTION BY COUNCIL MEMBER KENDRICK, SECOND BY MAYOR PRO TEM PETERSON, CARRIED 5-0, to adopt a Resolution 2024-197 of the City Council of the City of Hemet, California, renewing a three-year Small Government Enterprise License Agreement (SGEA) with Environmental Systems Research Institute, Inc. (ESRI) in the amount of $187,200; authorize the Administrative Services Director to record a Supplemental Appropriation in the amount of $2,400.00; and authorize the City Manager to execute the Agreement, annual purchase orders, and all other supporting documents related to the Agreement.

17.H A Resolution of the City Council of the City of Hemet, California, Approving a Subdivision Improvement Agreement, Improvement Security, and Final Parcel Map 36566, Located North of Kimball Avenue between Buena Vista Street and Juanita Street
Action:

MOTION BY COUNCIL MEMBER KENDRICK, SECOND BY MAYOR PRO TEM PETERSON, CARRIED 5-0, to adopt a Resolution 2024-198 of the City Council of the City of Hemet, California, Approving a Subdivision Improvement Agreement, Improvement Security, and Final Parcel Map 36566, Located North of Kimball Avenue between Buena Vista Street and Juanita Street.

17.I A Resolution of the City Council of the City of Hemet, California, Approving a

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City Council Meeting
October 22, 2024
Three-Year Arctic Wolf managed detection and response (MDR) services agreement via the OMNIA Partners purchasing alliance with SHI International Corp in the Amount of $322,215.25; authorize the Administrative Services Director to record a Supplemental Appropriation in the amount of $46,133.98; and authorize the City Manager to execute the Agreement, Purchase Orders, Annual Invoices, and all Other Supporting Documents Related to the Agreement
Action:

MOTION BY COUNCIL MEMBER KENDRICK, SECOND BY COUNCIL MEMBER LILIENTHAL, CARRIED 5-0, to adopt a Resolution 2024-199 of the City Council of the City of Hemet , California, approving a Three-Year Arctic Wolf managed detection and response (MDR) services agreement via the OMNIA Partners purchasing alliance with SHI International Corp in the Amount of $322,215.25; authorize the Administrative Services Director to record a Supplemental Appropriation in the amount of $46,133.98; and authorize the City Manager to execute the Agreement, Purchase Orders, Annual Invoices, and all Other Supporting Documents Related to the Agreement.

18. DISCUSSION - ACTION ITEMS

18.A A Resolution of the City Council of the City of Hemet, California, Awarding Vance Corporation the Citywide Pavement Rehabilitation Project, CIP 5749, in the Amount of $6,639,952.09, Waiving any Minor Bid Irregularities, Authorizing the City Manager to Execute all Contract Documents; Approving Additional Construction Expenditures Not to Exceed 10% of the Contract Amount or Approximately $663,995; Approving Materials Testing in the Amount of $30,000; Authorize the Administrative Services Director to Appropriate an Additional $2,428,947 of Fund 221 Highway Users Tax Account (HUTA) to Fund the Total Project Cost; and Authorizing the City Clerk to Record the Notice of Completion upon Acceptance of the Work by the City Engineer Action:

MOTION BY COUNCIL MEMBER LILIENTHAL, SECOND BY MAYOR PRO TEM PETERSON, CARRIED 5-0, to adopt a Resolution 2024-200 of the City Council of the City of Hemet, California, Awarding Vance Corporation the Citywide Pavement Rehabilitation Project, CIP 5749, in the Amount of $6,639,952, Waiving any Minor Bid Irregularities, Authorizing the City Manager to Execute all Contract Documents; Approving Additional Construction Expenditures Not to Exceed 10% of the Contract Amount or Approximately $663,995; Approving Materials Testing in the Amount of $30,000; Authorize the Administrative Services Director to Appropriate an Additional $2,428,947 of Fund 221 Highway Users Tax Account (HUTA) to Fund the Total Project Cost; and Authorizing the City Clerk to Record the Notice of Completion upon Acceptance of the Work by the City Engineer.

18.B Receive a Report and Receive Feedback on the Submittal of a Prohousing Designation Application to the California Department of Housing and Community Development (HCD) and Authorize Preparation of a Prohousing Designation Program Application

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15.A

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City Council Meeting
October 22, 2024
Action:

MOTION BY COUNCIL MEMBER KENDRICK, SECOND BY COUNCIL MEMBER LILIENTHAL, CARRIED 5-0, to receive a report and file a report on the Prohousing Designation Application to the California Department of Housing and Community Development (HCD) and authorize preparation of a Prohousing Designation Program for Council approval at a future scheduled meeting.

18.C Quarter One Update on Progress of Fiscal Year 2024-25 Strategic Plan Action Item Tasks
Action:

By consensus, the City Council received and filed Quarter One Update on progress associated with City Council Fiscal Year 2024-25 Strategic Plan Action Item tasks.

19. CITY COUNCIL AND STAFF REPORTS
Mayor Males asked for Council Comments. Council Member Kendrick, Council Member Krupa, Council Member Lilienthal, Mayor Prom Tem Peterson, and Mayor Males gave reports.

CITY MANAGER MARK PRESTWICH
City Manager Prestwich reported that Cal Trans is considering day-time work on Florida Avenue due to weather change, starting November 14, 2024. City Manager Prestwich reported that four RFPs responses were received for development processes and staff is working on an RFP for Lobbyist Services.

20. ADJOURNMENT
There being no further business, Mayor Males adjourned the meeting at 9:15 P.M. The next Regular City Council Meeting will be at 7:00 p.m. on November 12, 2024.

APPROVAL: ATTEST:
_______________________________
Joe Males
_____________________________
John P. Maier, MBA, MMC
Mayor City Clerk

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City of Hemet
City Council Meeting

STAFF REPORT
Meeting: City Council Meeting - Nov 12 2024
Department: Public Works
Submitted by: Mark Prestwich, City Manager
Jilleen Ferris, Deputy Public Works Director/Assistant City Engineer; ☐ Receive and File ☒ Consent Calendar ☐ Business Item ☐ Public Hearing TITLE:

A Resolution of the City Council of the City of Hemet, California, Awarding Professional Services Agreements to NV5 Inc., RTM Engineering Consultants LLC, and TKE Engineering as the Three Top Ranked Firms for On-Call, Needed Professional Surveying Services and Authorizing the City Manager to Execute All Documents Related to the Agreements as Approved in Final Form by the City Attorney
RECOMMENDED ACTION:

It is respectfully recommended that the City Council:

Adopt a Resolution of the City Council of the City of Hemet, California, Awarding Professional Services Agreements to NV5 Inc., RTM Engineering Consultants LLC, and TKE Engineering as the Three Top Ranked Firms for On-Call, As Needed Professional Surveying Services and Authorizing the City Manager to Execute All Documents Related to the Agreements as Approved in Final Form by the City Attorney.

BACKGROUND:

The Public Works Engineering Division is responsible for overseeing the capital improvement program, development engineering program, and public works inspections program for the City. The Division also assists in supporting an array of projects in other City Departments related to improvements to City facilities and ARPA-funded projects.

Engineering services in several specialty areas are required for the broad scope of work that the City encounters across all departments. The Engineering Division budgets for anticipated plan check services related to surveying each fiscal year. Capital improvement projects budget for the required engineering services within the project budgets as projected to the best of the City staff’s ability.

The Engineering Division determined that on-call surveying services are needed for capital improvement projects, as well as for related surveying services for development submittals. These services include the preparation of topographic mapping for CIP projects, records of surveys, and other surveying services.

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The award of an agreement for on-call, as-needed surveying services does not commit a dollar amount to any firm, and the work may be assigned by the City as deemed necessary, within existing appropriations, or specifically appropriated by the Council.

ANALYSIS:

A request for proposal (RFP) for on-call surveying services was issued on September 9, 2024, and 412 potential vendors were notified on Planet Bids. On October 7, 2024, the City received fifteen (15) proposals from the following firms:

1.Calvada

2.CASC

3.Coast Surveying

4.Cozad & Fox

5.ERSC

6.Hunsaker

7.IMEG

8.KDM Meridian

9.Michael Baker International

10.NV5

11.Rick Engineering

12.RTM Engineering Consultants

13.SB&O Inc.

14.TKE Engineering

15.Albert Webb Associates
The proposals provided the firm’s qualifications and interest in providing surveying services for the City.

DISCUSSION:

The RFPs were reviewed by staff based upon experience, similar projects, completeness of the RFP, and cost. The top three firms rated by staff are NV5, RTM Engineering Consultants, and TKE Engineering. Staff recommends offering the top three firms a professional services agreement for oncall, as-needed services. The proposed agreement term is for three years, with the option to extend up to an additional two years.

PREVIOUS COUNCIL ACTION:

There is no previous council action.

STRATEGIC PLAN INTEGRATION:

GOAL FIVE: ORGANIZATIONAL EFFECTIVENESS
To identify the work needed inside the City organization to effectively provide services to the community and ensure financial stability.

Objective 1: Operate in a financially sustainable manner.

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Objective 2: Evaluate existing practices to ensure continuity with industry best practices.

Objective 3: Provide Council with policies that are consistent while lessening liabilities.

Objective 4: Increase employee retention by training and creating a positive workplace.

Objective 5: Streamline fire prevention coordination efforts.

FISCAL IMPACT:

Engineering services are budgeted in each fiscal year’s budget and within capital improvement projects. Currently no additional funds are being requested.

ALTERNATIVE(S):

1. Do not approve the Agreements for on-call, as-needed Surveying Services.

2. Provide alternative direction to the City Manager.

ATTACHMENT(S):

Attachment 1 - Resolution On-Call Surveying Award
Attachment 2 - On-Call Surveying Proposals Received
Attachment 3 - NV5 Contract
Attachment 4 - RTM Engineering Contract
Attachment 5 - TKE Engineering Contract

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CITY OF HEMET RESOLUTION NO. 2024-XXX 1
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CITY OF HEMET

HEMET, CALIFORNIA
RESOLUTION NO. 2024-xxx

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF HEMET, CALIFORNIA, AWARDING PROFESSIONAL
SERVICES AGREEMENTS TO NV5 INC., RTM

ENGINEERING CONSULTANTS LLC, AND TKE

ENGINEERING, AS THE THREE TOP RANKED FIRMS

FOR ON-CALL, AS-NEEDED SURVEYING SERVICES

AND AUTHORIZING THE CITY MANAGER TO EXECUTE

ALL DOCUMENTS RELATED TO THE AGREEMENTS AS

APPROVED IN FINAL FORM BY THE CITY ATTORNEY
The City Council of the City of Hemet, California (hereafter referred to as the “City Council”) does resolve as follows:

WHEREAS, The Hemet Public Works Engineering Division is responsible to oversee the capital improvement program, development engineering program, and public works inspections program for the City; and
WHEREAS, Engineering and Surveying services in several specialty areas are required for the broad scope of work that the City encounters across all of the Departments; and
WHEREAS, The Engineering Division budgets for anticipated plan check services related to surveying each fiscal year; and
WHEREAS, Capital improvement projects include budget appropriations for the required engineering services to complete the scope of work as projected to best of City staff’s ability; and

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CITY OF HEMET RESOLUTION NO. 2024-XXX 2
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WHEREAS, City solicited proposals from firms for on-call, as-needed surveying services; and
WHEREAS, City Staff recommends awarding professional services agreements to the NV5, Inc., RTM Engineering Consultants, LLC, and TKE Engineering.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF HEMET FINDS, DETERMINES, ORDERS AND RESOLVES AS FOLLOWS:

SECTION 1. FINDINGS – The above recitals are all true and correct.

SECTION 2. Award on-call, as-needed professional services agreements to the top three ranked firms, NV5, Inc., RTM Engineering Consultants, LLC, and TKE Engineering, for on-call, as-needed surveying services.

SECTION 3. Authorize the City Manager to execute all documents related to the on-call, as needed professional services agreements as approved in final form by the City Attorney.

SECTION 4. This resolution shall take effect upon its adoption.

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CITY OF HEMET RESOLUTION NO. 2024-XXX 3
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PASSED, APPROVED AND ADOPTED this 12th day of November, 2024. ____________________________
Joe Males, Mayor
ATTEST:
_____________________________
John Paul Maier, City Clerk

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CITY OF HEMET RESOLUTION NO. 2024-XXX 4
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State of California )
County of Riverside )
City of Hemet )
I, John Paul Maier, City Clerk of the City of Hemet, do hereby certify that the foregoing resolution was adopted by the Hemet City Council on the 12th day of November, 2024, and was passed by the following vote:

AYES: Council Members:

NOES: Council Members:

ABSTAIN: Council Members:

ABSENT: Council Members:
_____________________________
John Paul Maier, City Clerk

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ON-CALL LAND

SURVEYING

SERVICES
Prepared for:

The City of Hemet
Proposed By :

Calvada Surveying, Inc.

Date :
07 October, 2024

PROPOSAL

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Calvada Surveying
City of Hemet
Table of Contents
Cover Letter
Exceptions
i
ii
I.1 Company Introduction 8
I.2 Experience References 15
II.1 Proposed Team 19
II.2 Organizational Chart 23
II.3 Resumes 24
III.1 Fee Schedule 32

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Cover Letter

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Exceptions

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ii.

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SECTION I - EXPERIENCE

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Introduction
Welcome, City of Hemet! We are excited to
present our proposal for the City’s On-Call Land
Surveying Services needs. At Calvada, we remain
at the forefront of integrating advanced
surveying technologies and uphold a clientfocused approach to deliver superior results and service. With a committed team and a focus on
technological innovation, we continue to advance
our service offerings to meet and surpass the
evolving demands of our clients.
35+
4 49
1000's
Years of operations
Offices
Employees
Happy clients
Armando DuPont
President, Director of Survey
411 Jenks Circle, Suite# 205
Corona, CA 92878
Ph: (951) 280-9960
Email: [email protected]
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Our aim is to continue leading as a
premier land surveying firm in the Western
US, supporting the growth and success of
our clients' projects and the communities
we serve, while securing the future for
our employees and their families.

Founded in 1989, Calvada Surveying,
Inc. is a distinguished Disabled Veteran
and Minority Owned land surveying firm
headquartered in Corona, California.

Pioneered by industry experts Armando
DuPont and Edward Schenet, our firm
has maintained a strong presence
throughout the Western United States,
focusing on serving clients in Southern
and Northern California, Washington,
Oregon, and Arizona.

Our Vision
Our Mission
Calvada Surveying employs decades of
expertise and cutting-edge surveying
techniques to define industry standards.

We are dedicated to delivering top-tier
surveying services, building trust with
our team, and maintaining our
longstanding reputation for excellence.

City of Hemet
About Calvada Surveying
Calvada Surveying, Inc. Page 9

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WHAT WE DO
Calvada Surveying is a leading provider
of professional land surveying and Aerial
photogrammetry mapping services
throughout the Western United States.

Our expertise lies within the engineering,
development, real estate,
environmental, and telecommunication
industries, serving both the private and
public sectors. We are committed to
implementing innovative services and
are proud to offer the latest in land
surveying technology including High
Definition Surveying (HDS), also known
as 3D laser scanning. This powerful
technology allows us to provide accurate
3D drawings more quickly and saves our
clients countless hours and cost. We also now
offer drone surveying which can be used on
certain projects to limit the amount of time our
crews spend in the field.

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SURVEYING

AND MAPPING

TELECOMMUNICATION

ENVIRONMENTAL
ALTA/NSPS Land Title Surveys
Aerial Topographic Surveys
As Built Surveys
Boundary Surveys
Certificates of Compliance
Condominium Maps
1-A/2-C FAA Certifications
As Built Surveys
Construction Staking
FEMA Elevation Certificates Height
Verification Certifications Lease Area
Legal Descriptions & Plats
Rooftop Surveys
Small Cell
Site Walks
Topographic Surveys
Construction Staking
Drone Surveys
Encumbrance Mapping
FEMA Elevation Certificates
High Definition Surveying
Legal Descriptions and Plats
Lot Line Adjustments
Parcel Mergers
Photogrammetry Control
Project Control Surveys
Right-of-Way Surveys
Settlement Monitoring Surveys
Subdivision Maps
Tentative Maps
Topographic Surveys
Utility Location Surveys
Surveys for GeoTracker
Reporting Location Staking
(Monitoring Wells, Soil Boring
Locations) Earthwork Volumes
Site Plans
City of Hemet
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ALTA/NSPS LAND
TITLE SURVEYS:

We provide high quality ALTA/NSPS land
title surveys to meet the needs of each
client’s individual real estate transaction.

We take into account the specific items
needed for their property and complete
our work efficiently to meet escrow
deadlines.

BOUNDARY
SURVEYS:

We provide high quality ALTA/NSPS land title
surveys to meet the needs of each client’s
individual real estate transaction. We take
into account the specific items needed for
their property and complete our work
efficiently to meet escrow deadlines.

TOPOGRAPHIC
SURVEYS:

We have earned a great reputation for
providing thorough topographic surveys
of the highest quality in the industry. We
are trusted by many engineering firms,
developers, and municipalities as their
source of topographic surveys from
which they perform all of their design.

City of Hemet
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ENVIRONMENTAL SURVEYS
The data that is typically delivered are the x, y and
z values in the form of GeoTracker approved data
set files, all within the requirements of the State
Water Quality Control Board, GeoTracker
guidelines. The wells and borings are surveyed for
horizontal and vertical location. Vertical elevations
for the wells are to be surveyed at three points: (1)
the top of the monitoring well vault; (2) the top of
the well casing or surrounding port; and (3) the
ground surface. Vertical elevations for the borings
are to be surveyed at the ground surface.

Elevations surveyed are to the nearest hundredth
of a foot referenced to NAVD 88 datum. The
horizontal locations of each location are the
center points and are surveyed to the nearest
tenth of a foot referenced to NAD 83 datum. A site
plan showing certain site features including the
monitoring wells, soil borings, etc. is also generated
and included as part of the final report.

TELECOMMUNICATION

SURVEYS
Calvada Surveying has earned a great
reputation for providing thorough
telecommunication surveys of the highest
quality in the industry. We are trusted by many
providers as their source to meet all their
telecommunication surveying needs.

MAPPING (Subdivisions, Lot
Line Adjustments, Parcel
Mergers, Certificates of
Compliance)
Our firm has experience on projects of all
sizes. Whether you need to adjust the
location of an existing lot line, merge multiple
parcels together, or create a large number of
lots on which to develop, Calvada Surveying
can take care of all your mapping needs.

City of Hemet
Calvada Surveying, Inc. Page 13

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Aerial Photogrammetric Mapping
Digital Ortho Photo
Topographic Mapping
LIDAR
Digital Elevation Model (DEM)
Digital Terrain Model (DTM)
Topography
Aerial Photography
Planimertic
Maps
This powerful technology allows us to
perform surveying services more
quickly, providing value to our clients.

We provide quality work and will
complete it on time and on budget,
saving you money. From Los Angeles to
Denver, Calvada Surveying, Inc. has
gained an impressive record of repeat
business and land surveyor referrals
with public and private clients such as
Developers, Property Owners, Land
Brokers, Engineers, Architects, General
Contractors, Attorneys, Governmental
Agencies, and municipalities.

Calvada has experience with
photogrammetric mapping for Caltrans
AERIAL

PHOTOGRAMMETRY
/LIDAR MAPPING
City of Hemet
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Project Name & Location
Riverside University Health System Behavioral Health Recovery Village | Hemet, CA
Client Contact Information
Ware Malcomb
Luke Corsbie, PE, PLS, LEED AP
[email protected]
Phone: 949-788-4059
Completion Dates
03/2022 – 03/2022
Contract Value
$26,666.00
Key Staff Involved
Armando DuPont & Ramon Gonzalez
Project Description
Calvada Surveying, Inc. provided professional land surveying services for the Riverside University Health System Behavioral Health Recovery Village project in Hemet, CA. Collaborating with the civil engineering design team at Ware Malcomb, we delivered a detailed topographic survey for the existing property station (11.4 acres).

Our scope of work included detailed mapping of surface features, property limits, right-of-way, and property information, utility locations, valve boxes, curbs, street limits, sidewalks limits, and landscaping limits. We performed street centerline monumentation to ensure accurate right-of-way mapping based on existing record maps. Additionally, the project required surveying surface utilities and documenting the invert elevations of all drainage appurtenances.

Our topographic survey was used for the preparation of construction documents for the proposal improvements. The ALTA/NSPS Land Title Survey involved the analysis of 13 separate title reports, which made the logistics of plotting all the easements a bit challenging.

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Armando D. DuPont, Professional Land Surveyor 7780

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Project Name & Location
Hemet Golf Club | Hemet, CA
Client Contact Information
Deoworks Corporation
Matthew Debro
[email protected]
Phone (888) 747-6456
Completion Dates
10/2020 – 11/2020
Contract Value
$41,850.00
Key Staff Involved
Armando DuPont & Ramon Gonzalez
Project Description Calvada Surveying, Inc. provided professional land surveying services for the Hemet Golf Club project in Hemet, CA, delivering a comprehensive ALTA/NSPS Land Title Survey for approximately 194 acres. This project required extensive collaboration with the title company, as they issued title insurance and provided critical insights into potential issues such as property boundaries, easements, encroachments, and other legal matters, all of which were addressed through our detailed survey.

Our survey precisely defined the property boundaries, ensuring they aligned with the legal description in the title. We meticulously plotted the easements identified in the title report and documented any encroachments—structures extending over property lines—that could impact property ownership. By identifying potential risks, our ALTA Survey helped mitigate future legal or financial liabilities for the buyer,lender,andtitleinsurer,providingconfidenceandclaritythroughoutthetransactionprocess.

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Armando D. DuPont, Professional Land Surveyor 7780

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SECTION II - PERSONNEL

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11 Armando
DuPont, PLS

PRESIDENT,

DIRECTOR OF
SURVEY
Proposed Team
City of Hemet
Saul
Melgarejo,
PLS

PROJECT

MANAGER
Ramon
Gonzalez,
LSIT
SR. PROJECT

MANAGER
Matt Bartz,
PLS

FIELD AND

PROJECT

MANAGER
Calvada currently employs 49 professionals at the Corona, CA Headquarters, including registered professional land surveyors, project managers, field surveyors, CAD drafting personnel, and survey mapping technicians. Below are the employees that will manage and work on the City of Hemet’s On-Call Land Surveying Services projects:

Armando DuPont, California Professional Land Surveyor No. 7780 - President and Director of Survey
DuPont started his career in the surveying industry in 1977. He has an AA in Civil Engineering from Fullerton College and completed Land Surveying courses at California State Polytechnic University, Pomona. As President and founding member of Calvada, he is responsible for all business activities of the company, including executive management of technical, field, engineering, design, and land survey personnel. His project experience includes topographic mapping, boundary surveying and analysis, ALTA/ACSM Land Title Surveys, construction and control surveying, preparation of tract and parcel maps, earthwork calculations and quantities, and targeting and control for photogrammetry observations.

DuPont is fluent in managing commercial, industrial, and governmental as well as private sector projects. He leads a team of professionals at Calvada, providing insight and leadership based on his years of experience as a Party Chief, Project Surveyor, and Project Manager on a wide array of projects. He has provided work for a number of industries, including providing services to the engineering, telecommunications, transportation, environmental, and real estate industries.

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City of Hemet 12
Ramon Gonzalez, California Land Surveyor in Training No. 7230 - Drafting and Senior Project Manager / Senior Mapping Technician
Mr. Gonzalez began his career with Calvada in 1997 as a Surveying Apprentice and Rod/Instrument Technician. In 2000 he moved into the office as a Survey and Research Technician where he was responsible for assisting the preparation of Legal Descriptions, Boundary Analysis and ALTA/ACSM Land Title Surveys. He provided the necessary calculations for Construction Staking and Boundary surveys using Auto CAD and TDS data collection software. Then in 2004 he was named Chief of Parties and Mapping Project manager, in this position he was primarily responsible for scheduling, coordination, supervision and management of field personnel.

Now a 27-year veteran, Mr. Gonzalez is the Senior Project Manager overseeing field and office operations which consists of scheduling the project work flow, assignment and supervision of projects from start to finish, heavy communications with clients to coordinate the efforts of our field staff for efficient and on-time performance. He also manages profitability, project deadlines, customer and employee satisfaction and project quality control.

Saul Melgarejo Jr., California Professional Land Surveyor No. 9807- Project Manager, Data Processing Manager and Drafting
Mr. Melgarejo has worked in the field of land surveying since June of 2006, in the capacity of Project Manager. He has managed projects for some of the industry's largest clients such as CH2MHill, TRC and Arcadis. He is experienced in topographic mapping, boundary survey, environmental compliance and analysis as well as High Definition Laser Scanning, Mr. Melgarejo's educational background is well rounded to include photogrammetry, highway engineering, public land surveys, vector dynamics, fluid mechanics, hydraulic engineering, water supply engineering, structure analysis and geotechnical engineering. He has a BS in Civil Engineering, Geospatial Emphasis from California State Polytechnic University, Pomona.

In Mr. Melgarejo's present capacity as Environmental, Topographic/Aerial Survey Project Manager he is responsible for CAD team oversight, QA/QC, Management and Technology development, project coordination, supervision and delivery. He is also responsible for finalizing all project control including aerial targets.

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City of Hemet 13
Calvada Surveying, Inc.

Matt Bartz, California Professional Land Surveyor No. 8626 - Field and Project Manager/ QA/QC Manager
Mr. Bartz is a Project Manager overseeing projects in several areas including Topographic Surveys, ALTA/NSPS Land Title Surveys, Construction Staking, Boundary Surveys, Subdivisions, Lot Line Adjustments, Legal Descriptions, and Settlement Monitoring.

Mr. Bartz began his career in 2002 and spent his first seven years working for a civil engineering firm. He has a BS in Civil Engineering, Geospatial Emphasis from California State Polytechnic University, Pomona. His experience in engineering gives him comprehensive knowledge of various project requirements and helps him provide better service for his clients.

Mr. Bartz's daily responsibilities include client communication, preparing proposals, scheduling and providing support for field crews, as well as assigning and supervising the drafting team.

German Hostios - Senior Photogrammetrist
Mr. Hostios has worked in the field of photogrammetry since 2004, in the capacity of Photogrammetrist with Olympic Mapping and has managed projects for some of the industry's largest clients such as Caltrans, City of Los Angeles, City of San Diego and City of Upland, to name a few.

Mr. Hostios educational background is well rounded to include photogrammetry, public land surveys and Land Development. He has a BS in Civil Engineering, Geospatial Emphasis from California State Polytechnic University, Pomona.

Mr. Hostios joined the Calvada team in 2017 and his present role as Senior Photogrammetrist include daily tasks of Flight Planning, Target Layout, DTM/XML/LIDAR processing, Orthophoto processing and creating 3D Topographic Mapping. As the team's Senior Photogrammetrist, he is also responsible for CAD team oversight, QA/QC, Management and Technology development, project coordination, supervision and delivery.

Michael Anderson, Professional Land Surveyor No. 8901 -Head Party Chief Mr. Anderson has worked in the field of land surveying since 1983. Soon after, Mr. Anderson was promoted to Party Chief/Construction Manager/Project Surveyor and has managed field projects in several areas including Topographic Surveys, ALTA/NSPS Land Title Surveys, Construction Staking, Boundary Surveys, Subdivisions, Lot Line Adjustments, Legal Descriptions, and Settlement Monitoring.

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Mr. Anderson's daily responsibilities include client communication, field crew support as the Company's head Party Chief. Mr. Anderson is also involved in the daily QA/QC process and mapping deliverables along with the responsibility for collecting field data points.

Terry Yarborough, Professional Land Surveyor No. 8181 -Data Processing/Field Surveyor Mr. Yarborough has over thirty-six years of experience in land surveying around the world including Alaska, Greenland, Saudi Arabia, Romania, Egypt and Pakistan and started his career at CAL VADA in 2003. Since then, he has gained expertise as a Party Chief and Project Surveyor utilizing 3D scanning equipment, as well as conventional and GPS instruments.

Mr. Yarborough's expertise lies within RTK, 3D scanning, survey software, CAD, and GIS computer mapping and data management. He is highly proficient with the Leica HDS 3D Scanner as well as a number of TDS and Geodimeter total stations.

Mr. Yarborough is responsible for collecting field data points along with setting primary control to densify the project survey control network, recovering existing control monuments within the project limits, establishing aerial targets, and establish project-wide secondary control network for the project using a combination of GPS, conventional surveying and digital leveling methods.

Miguel Torres - Drafter/Research
Mr. Torres has over 3 years of experience in land surveying and has a BS in Civil Engineering from California State Polytechnic University, Pomona. His daily responsibilities encompass the following: Field collection and drafting for Topographic Surveys for Design Purposes, Aerial Mapping, ALTA Surveys, Drone Survey and Mapping, Record of Survey Preparation, 3D Laser Scanning Surveys, Utility (Water, Sewer, Storm Drain, etc.) Alignments, Boundary Surveys, Rightof-Way Surveys. Along with those responsibilities, he is also involved in training all new personnel in Calvada's Drafting Standards (United States National CAD Standards).

Mr. Torres also heads the Calvada research department (research of utility maps, deeds, recorded documents/instruments, Recorded Survey Maps, Engineering Plans, etc.) and has comprehensive knowledge with the various California Counties' research procedures.

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City of Hemet
Organizational Chart

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RELEVANT PROJECT EXPERIENCE
Department of Public Works BOE LosAngeles-BOE-TOS-1-Complete Streets | Los Angeles - La Brea Ave, from Coliseum St to Adams Blvd Mr. DuPont served as the lead surveyor for the Detailed Topographic Survey of La Brea Ave. (7,300 linear feet) for design purposes. This included detailed cross sections of the major streets surrounding the site. It also included topographic information of all the curbs, gutters, flow lines, sidewalks and all visible utilities. The topographic survey also included contours that were utilized by the design group to aid in the design. Project also included boundary analysis based on record maps.

Armando DuPont, PLS
President | Director of Survey | Calvada Surveying, Inc.

EDUCATION
- A.A. Civil Engineering, Fullerton
College, Fullerton, California
- Land Surveying, California State
Polytechnic University, Pomona

LICENSES/CERTIFICATIONS
Professional Land Surveyor,
State of California,
P.L.S. No. 7780
YEARS OF EXP.

Total: 47
With Firm: 35
100% Available
DuPont started his career in the surveying industry in 1977. As President and founding member of CAL VADA, he is responsible for all business activities of the company including executive management of technical, field, engineering, design, and land survey personnel. His project experience includes topographic mapping, boundary surveying and analysis, ALTA/ACSM Land Title Surveys, construction and control surveying, preparation of tract and parcel maps, earthwork calculations and quantities, and targeting and control for photogrammetry observations. Mr. DuPont is fluent in managing commercial, industrial, and governmental as well as private sector projects. He leads a team of professionals at CAL VADA, providing insight and leadership based on his years of experience as a Party Chief, Project Surveyor, and Project Manager on a wide array of projects. He has provided work for a number of industries, including providing services to the engineering, telecommunications, transportation, environmental, and real estate industries.

Barham Blvd Street Improvements| Los Angeles, CA
Mr. DuPont served as the lead surveyor for the Topographic Survey for Design Purposes 5,500 linear feet along Barham Boulevard (From the 101 Freeway to Forest Lawn Drive in the City of Los Angeles. The survey was used as the base map for future street improvement designs. The Topographic Survey included detailed cross section of Barham Boulevard and also included topographic information of all the curbs, gutters, flow lines, sidewalks and all visible utilities. Record utilities were also shown on the map. The topographic survey also included a Civil 3D surface that was utilized by the design group to aid in the design. Project also consisted of researching and plotting the record boundary with the respective assessor’s parcel number for each adjacent property.

NCE | Rumrill Boulevard Complete Streets | San Pablo, CA Mr. DuPont was the lead surveyor for the topographic survey of 9,000 linear feet of Rumrill Boulevard between Sanford Avenue and San Pablo Avenue. The survey was used as the base map for future complete street improvements (road diet, bike lanes, turn pockets) and was performed using a combination of aerial photogrammetry and traditional surveying methods. The topo provided 1- foot contours and spot elevations at 100-foot intervals at back of walk, top of curb, edge of gutter, and street crown. All above ground utilities were located and inverts were provided at all storm drain and sewer manholes. The existing rights-of-way and adjacent lot lines were plotted from available public record information. The final deliverable included a Civil 3D drawing including surface files that was used by the engineering team to assist in their design.

Woodard & Curran | Knollwood Circle Sewer Improvement Project | Anaheim Mr. DuPont was the lead surveyor for the topographic survey of 12.6 ACRES within portions of Knollwood Circle, Magnolia Street and various warehouse parking lots all located in the city of Anaheim, CA. The survey was used as the base map for future sewer improvements and was performed using a combination of aerial photogrammetry and traditional surveying methods. The topo provided 1-foot contours and spot elevations at 100-foot intervals at back of walk, top of curb, edge of gutter, and street crown. All above ground utilities were located and inverts were provided at all storm drain and sewer manholes. The existing rights-of-way and adjacent lot lines were plotted from available public record information. The final deliverable included a Civil 3D drawing including surface files that was used by the engineering team to assist in their design. 1

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GHD - Topographic Survey of Public Right of Way – San Juan Capistrano, CA Mr. DuPont served as the lead surveyor for the topographic survey for ADA engineering purposes. A detailed topographic survey of the 33 ramps for design purposes and 3 miles of public right-of-way was completed under the supervision of Mr. DuPont. The topographic map included an aerial survey of all the streets within the project site. It also included detailed topographic information of all the curbs, gutters, flow lines, sidewalks, buildings and all visible utilities. The topographic survey included contours in Civil3D that were utilized by the design group to aid in the design of ADA compliant ramps.

GHD/IEUA | Haven Avenue Regional Sewer System Repair Project No. EN20056 | Ontario, CA Mr. DuPont was the lead surveyor for the topographic survey of 70 ACRES / 1.6 Milles along Haven Avenue from Guasti Road to Mission Boulevard adjacent to Ontario International Airport and located in the city of Ontario, CA. The survey was used as the base map for future sewer improvements and was performed using a combination of aerial photogrammetry and traditional surveying methods. The topo provided 1-foot contours and spot elevations at 100-foot intervals at back of walk, top of curb, edge of gutter, and street crown. All above ground utilities were located and inverts were provided at all storm drain and sewer manholes. The existing rights-of-way and adjacent lot lines were plotted from available public record information. The final deliverable included a Civil 3D drawing including surface files that was used by the engineering team to assist in their design.

GHD/OCSD | FE 18-13 Redhill Relief Sewer (Warner Ave and SR-55, Santa Ana, CA) DIR Project ID 327297 3 Acres
GHD | RCP No. 2019-15697: Alameda Ave/Aladdin Ave – Brookhurst St to Crescent Ave - DIR Project Number: 324011 ½ mile survey of Brookurst Street and Alameda Street in Anaheim, CA GHD | RCP No. 2018- 14888: Underhill Avenue & N. Shakespeare Street & SR-57 Freeway Crossing – Underhill Avenue at Shakespeare Street extending east across the 57 -Freeway to Chantilly Street – GHD

1.5 Acres
GHD | RCP No. 2019-15950: Muller St to Lincoln Ave - DIR Project ID #324253 ½ mile survey of Muller Street, Lincoln Avenue and Crescent Way GHD | McFadden Lift Station 21 Project- DIR Project ID: 336386 ½ mile survey of McFadden Avenue
GHD | RCP No. 2018- 14887: La Palma Avenue (west of East Street) – La Palma Avenue between East Street and Pauline Street ½ mile survey of East La Palma Avenue
GHD RCP No. 2018- 14889: Alley east of Anaheim Blvd. from Wilhelmina Street to Alberta Street – Alley east of Anaheim Boulevard between Wilhelmina Street southerly to the fence line ¼ mile survey of Wilhelmina Street and 2 alleys.
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EDUCATION
Land Surveying Courses,
Rancho Santiago College

LICENSES/CERTIFICATIONS
Land Surveyor in Training,
State of California,
L.S.I.T No. 7230
YEARS OF EXP.

Total: 27
With Firm: 27
75% Available
Mr. Gonzalez began his career with Calvada in 1997 as a surveying apprentice and rod/instrument technician. In 2000 he moved into the office as a Survey and Research Technician where he was responsible for assisting the preparation of Legal Descriptions, Boundary Analysis and ALTA/ACSM Land Title Surveys. He provided the necessary calculations for Construction Staking and Boundary surveys using Auto CAD and TDS data collection software. Then in 2004 he was named Chief of Parties and Mapping Project manager, in this position he was primarily responsible for scheduling, coordination, supervision and management of field personnel.

Now a 25-year veteran, Mr. Gonzalez is the project manager for our Telecommunications Division as well as the Manager of Field Services which consists of scheduling the project work flow, assignment and supervision of projects from start to finish, heavy communications with clients to coordinate the efforts of our field staff for efficient and on-time performance. He also manages profitability, project deadlines, customer and employee satisfaction and project quality control.

RELEVANT PROJECT EXPERIENCE
PLANS, SPECIFICATIONS & ESTIMATE (PS&E) FOR I-5 NORTH MANAGED LANES

STEVENSON RANCH, CA

JACOBS / METRO
CURRENT STATUS OF PROJECT: 10/2016 - 12/2017 (Completed) | COST: $Unknown / Fee $326,250.11

ROLE OF FIRM
Subconsultant – Professional Land Surveying Services including photogrammetry for transportation design purposes Los Angeles County Metropolitan Transportation Authority (MTA or Metro) has established a contracting opportunity to provide the Plans, Specifications & Estimate (PS&E) design of new High Occupancy Vehicle (HOV) lanes along Interstate 5 (I-5) in each direction from State Route 14 to Parker Road. Calvada was selected as one of the subconsultants to provide Professional Land Surveying Services.

Mr. Gonzalez served as the field crew manager and senior project manager for the topographic survey for engineering purposes. A highly detailed topographic survey of 10 miles of the I-5 freeway near Stevenson Ranch, CA was performed. The shoulders, first lanes, far lanes, various slopes, visible utilities and bridges crossings were surveyed. The map included 50’ cross sections along the 10 miles and detailed contours and surfaces throughout the sloped areas of the project area. The survey had to be surveyed conventionally due to the nature of the accuracy that was required and an aerial survey would not suffice.

EASTBOUND SR-91/ATLANTIC AVE TO CHERRY AVE AUXILARY LANE IMPROVEMENT– AE53025

LONG BEACH, CA

TRC / METRO
17911 Von Karman Avenue, Suite 400, Irvine, CA 92614
CURRENT STATUS OF PROJECT: 01/2019 - 07/2019 (Completed) | COST: $Unknown / Fee $131,255

ROLE OF FIRM
Subconsultant – Professional Land Surveying Services including photogrammetry for transportation design purposes Los Angeles County Metropolitan Transportation Authority (METRO), in cooperation with the California Department of Transportation (Caltrans District 7), and the County of Los Angeles, was proposing to construct improvements along State Route 91 (SR-91) freeway corridor from Cherry Avenue to Atlantic Avenue in the City of Long Beach. Calvada was selected as one of the subconsultants to provide Professional Land Surveying Services including Aerial Topographic Survey for the 1.8-mile stretch. Calvada provided the aerial and ground topographic base mapping along with Right of Way mapping. Mr. Gonzalez served as the field crew manager and senior project manager.

Ramon Gonzalez, LSIT
Drafting and Senior Project Manager / Senior Mapping Technician | Calvada Surveying, Inc.
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EASTBOUND SR-91/ACACIA AVE TO CENTRAL AVE IMPROVEMENT PROJECT PA/ED– AE57645

COMPTON, CA

HNTB / METRO
601 W. 5th Street, Suite 1000, Los Angeles, CA 90071
CURRENT STATUS OF PROJECT: 07/2019 - 09/2019 (Completed) | COST: $Unknown / Fee $129,999.99

ROLE OF FIRM
Subconsultant – Professional Land Surveying Services including photogrammetry for transportation design purposes

PROJECT DESCRIPTION
Los Angeles County Metropolitan Transportation Authority (METRO), in cooperation with the California Department of Transportation (Caltrans District 7), and the County of Los Angeles, was proposing to construct improvements along State Route 91 (SR-91) freeway corridor from Acacia Avenue to Central Avenue in the City of Compton. Calvada was selected as one of the subconsultants to provide Professional Land Surveying Services including Aerial Topographic Survey for the 2.25-mile stretch.

Calvada provided the aerial and ground topographic base mapping along with Right of Way mapping. Mr. Gonzalez served as the field crew manager and senior project manager.

SR-60/I-605 PA&ED

PICO RIVERA, SOUTH EL MONTE, INDUSTRY, EL MONTE, BALDWIN PARK, WHITTIER AND UNINCORPORATED AREAS WITHIN THE

COUNTY OF LOS ANGELES

HDR / METRO
350 S Grand Ave Suite 29, Los Angeles, CA 90071
CURRENT STATUS OF PROJECT: 01/2017 - 12/2017 (Completed) | COST: $Unknown / Fee $480,000.00

ROLE OF FIRM
Subconsultant – Professional Land Surveying Services for transportation design purposes

PROJECT DESCRIPTION
Los Angeles County Metropolitan Transportation Authority (METRO), in cooperation with the Gateway Cities Council of Governments (GCCOG), San Gabriel Valley Council of Governments (SGVCOG), the California Department of Transportation (Caltrans District 7), and the County of Los Angeles, is proposing to construct improvements along Interstate 605 (I-605) and State Route 60 (SR-60) freeway corridors. Calvada was selected as one of the subconsultants to provide Professional Land Surveying Services including topographic surveys and bridge profiles.

Calvada Surveying Inc. was contracted to perform supplemental land surveying services within the 14 miles along the I-605, SR-60 and I-10 freeways including a topographic survey of the Beverly and 605 on/off ramps in the City of Pico Rivera. The survey was used as the base map for the reconstruction of the system interchange and widening of the mainline facility will address existing deficiencies and accommodate projected growth. Mr. Gonzalez served as the field crew manager and senior project manager.

I-10 Express Lanes PA&ED

EL MONTE, CA TO MONTCLAIR, CA WITHIN THE COUNTY OF LOS ANGELES

PARSONS / METRO
2201 Dupont Drive, Suite 200, Irvine, CA 92612
CURRENT STATUS OF PROJECT: 01/2022 - Current (In progress) | COST: $Unknown / Fee $346,364.00

ROLE OF FIRM
Subconsultant – Professional Land Surveying Services including photogrammetry for transportation design purposes

PROJECT DESCRIPTION
Los Angeles County Metropolitan Transportation Authority (METRO), in cooperation with the California Department of Transportation (Caltrans Districts 7 & 8), and the County of Los Angeles, is proposing to construct improvements along Interstate Highway 10 (I-10) freeway corridor from El Monte, CA to Montclair, CA (26 Miles). Calvada was selected as one of the subconsultants to provide Professional Land Surveying Services and is providing an Aerial Topographic Survey for the 26-mile stretch for the future Express Lanes Design. Calvada is providing the aerial and ground topographic base mapping along. Mr. Gonzalez served as the field crew manager and senior project manager.
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Saul Melgarejo Jr., PLS
Project Manager / QA/QC Calvada Surveying, Inc.

RELEVANT PROJECT EXPERIENCE
Moulton Niguel Water District Pipeline Replacements at I-5 and Oso Creek - MNWD/SMWD (Santa Margarita Water District) Plant 3A| Mission Viejo, CA GHD – Ulysses Fandino, PE | Project Manager Phone: 949-648-5203 | Email: [email protected] Mr. Melgarejo served as the Project Manager for the topographic survey for Design Purposes for MNWD pipeline replacements located near the MNWD/SMWD Plant and Oso Creek/I-5 Freeway in Mission Viejo, CA. The project consisted of providing a full topographic survey of the creek under the freeway, portion of the adjacent golf course and portion of the MNWD/SMWD Plant for a total of 24 acres. Calvada provided Professional Land Surveying Services including Topographic Surveys, Boundary/Easement Mapping, Aerial Photogrammetry and Survey Control. The project was completed within 25 days from field to end delivery.

Palm Desert Groundwater Replenishment Project| Palm Desert, CA Stantec – Connie Adera, PE (CO), ENV SP | Environmental Engineer Phone: 626-568-6283 | Email: [email protected]
Mr. Melgarejo served as the Project Manager for the topographic survey for Design Purposes of the Coachella Valley Water District (Palm Desert Operations) Owned Facility located at 75525 Hovley Ln E, Palm Desert, CA 92211. The project consisted of providing a full topographic survey of roughly 195 ACRES. Calvada provided Professional Land Surveying Services including Topographic Surveys, Boundary Mapping, Aerial Photogrammetry Survey and Survey Control. The project was completed within 1 month from field to end delivery.

Coachella Cultivation Farm Projects #1 and #2 | Coachella, CA Infrastructure Engineers – Robbi Doncost | Project Manager Phone: 714-940-0100 x5125 | Email: [email protected] Mr. Melgarejo served as the Project Manager for the topographic survey for Design Purposes of the Coachella Cultivation Farms Facility located on Harrison Avenue in Coachella, CA. The project consisted of providing a full topographic survey of roughly 34 ACRES. Calvada provided Professional Land Surveying Services including Topographic Surveys, Boundary Mapping, Aerial Photogrammetry Survey and Survey Control. The project was completed within 20 days from field to end delivery.

Barham Blvd Street Improvements| Los Angeles, CA | Langan | Fred Irianto| Senior PM | P: 714-864-7139 | [email protected] Mr. Melgarejo served as the project manager and point of contact for the topographic survey for Design Purposes 5,500 linear feet along Barham Boulevard (From the 101 Freeway to Forest Lawn Drive in the City of Los Angeles. The survey was used as the base map for future street improvement designs. The Topographic Survey included detailed cross section of Barham Boulevard and also

EDUCATION
B.S., Civil Engineering, Geospatial
Emphasis,
California State Polytechnic
University, Pomona - 2008

LICENSES/CERTIFICATIONS
Professional Land Surveyor,
State of California,
P.L.S. No. 9807
YEARS OF EXP.

Total: 18
With Firm: 18
75% Available
Mr. Melgarejo has worked in the field of land surveying since June of 2006, in the capacity of Project Manager for the Environmental Division and has managed projects for some of the industry’s largest clients such as CH2MHill, TRC and Arcadis. He is experienced in topographic mapping, boundary survey, environmental compliance and analysis as well as High-Definition Laser Scanning.

Mr. Melgarejo’s educational background is well rounded to include photogrammetry, highway engineering, public land surveys, vector dynamics, fluid mechanics, hydraulic engineering, water supply engineering, structure analysis and geotechnical engineering.

He has a BS in Civil Engineering, Geospatial Emphasis from California State Polytechnic University, Pomona.

In Mr. Melgarejo’s present capacity as Environmental, Topographic/Aerial Survey Project Manager he is responsible for CAD team oversight, QA/QC, Management and Technology development, project coordination, supervision and delivery. He is also responsible for finalizing all project control including aerial targets. 1

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included topographic information of all the curbs, gutters, flow lines, sidewalks and all visible utilities. Record utilities were also shown on the map. The topographic survey also included a Civil 3D surface that was utilized by the design group to aid in the design. Project also consisted of researching and plotting the record boundary with the respective Assessor’s Parcel Number for each adjacent property.

Department of Public Works BOE LosAngeles-BOE-TOS-1-Complete Streets - La Brea Ave, from Coliseum St to Adams Blvd Tetra Tech | Nate Schreiner, PE| Project Manager - P: 949-809-5177| [email protected] Mr. Melgarejo served as the project manager and point of contact for the topographic survey of a detailed topographic survey of La Brea Ave. (7,300 linear feet) for design purposes. This included detailed cross sections of the major streets surrounding the site. It also included topographic information of all the curbs, gutters, flow lines, sidewalks and all visible utilities. The topographic survey also included contours that were utilized by the design group to aid in the design. Project also included boundary analysis based on record maps.

Woodard & Curran | Knollwood Circle Sewer Improvement Project | Anaheim Mr. Melgarejo was the project manager for the topographic survey of 12.6 ACRES within portions of Knollwood Circle, Magnolia Street and various warehouse parking lots all located in the city of Anaheim, CA. The survey was used as the base map for future sewer improvements and was performed using a combination of aerial photogrammetry and traditional surveying methods. The topo provided 1-foot contours and spot elevations at 100-foot intervals at back of walk, top of curb, edge of gutter, and street crown. All above ground utilities were located and inverts were provided at all storm drain and sewer manholes. The existing rightsof-way and adjacent lot lines were plotted from available public record information. The final deliverable included a Civil 3D drawing including surface files that was used by the engineering team to assist in their design.

GHD/Inland Empire Utilities Agency | Haven Avenue Regional Sewer System Repair Project No. EN20056 | Ontario, CA Mr. Melgarejo was the project manager for the topographic survey of 70 ACRES / 1.6 Milles along Haven Avenue from Guasti Road to Mission Boulevard adjacent to Ontario International Airport and located in the city of Ontario, CA. The survey was used as the base map for future sewer improvements and was performed using a combination of aerial photogrammetry and traditional surveying methods. The topo provided 1-foot contours and spot elevations at 100-foot intervals at back of walk, top of curb, edge of gutter, and street crown. All above ground utilities were located and inverts were provided at all storm drain and sewer manholes.

The existing rights-of-way and adjacent lot lines were plotted from available public record information. The final deliverable included a Civil 3D drawing including surface files that was used by the engineering team to assist in their design. 2

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RELEVANT PROJECT EXPERIENCE
Raising Cane’s ALTA/Topographic Survey/Lot Line Adjustment, Anaheim, CA Kimley-Horn | John Pollock | P: 714-786-6125 | [email protected] Mr. Bartz was the Project Manager for a project that resulted in the land transfer and design of a future Raising Cane’s restaurant. The project began with performing an ALTA and Topographic Survey that was used to determine the viability of the site. The original intent was to file a Parcel Map so that a new parcel could be sold for the future development.

Mr. Bartz identified the possibility of performing a Lot Line Adjustment instead of a Parcel Map which resulted in significant savings for the client. The Lot Line Adjustment was filed so that Raising Cane’s could purchase the property and the topographic survey was used by the engineering team to assist in their design.

Matt Bartz, PLS
Professional Land Surveyor | Field and Construction Project Manager | QA/QC Manager | Calvada Surveying, Inc.

EDUCATION B.S., Civil
Engineering, Geospatial
Emphasis,
California State Polytechnic
University, Pomona - 2005

LICENSES/CERTIFICATIONS
Professional Land Surveyor, State of
California,
P.L.S. No. 8626
YEARS OF EXP.

Total: 20
With Firm: 6
70% Available
Mr. Bartz is a Project Manager overseeing projects in several areas including Topographic Surveys, ALTA/NSPS Land Title Surveys, Construction Staking, Boundary Surveys, Subdivisions, Lot Line Adjustments, Legal Descriptions, and Settlement Monitoring.

He began his career in 2002 and spent his first seven years working for a civil engineering firm. His experience in engineering gives him comprehensive knowledge of project requirements and helps him provide better service for his clients. Mr. Bartz’s daily responsibilities include client communication, preparing proposals, scheduling and providing support for field crews, as well as assigning and supervising the drafting team.

SR-60/I-605 PA&ED | Pico Rivera, South El Monte, Industry, El Monte, Baldwin Park, Whittier and unincorporated areas within the County of Los Angeles
HDR - Tony Rahimian, PE | Vice President | P: 949-463-2441 | [email protected] Mr. Bartz served as the QA/QC Manager for the topographic survey for engineering purposes. He coordinated with Calvada’s project managers to ensure that the project was on schedule. Mr. Bartz works together with the survey technician in researching boundary property documents as well as establishing them based on the field data collected. The final QA/QC using METRO’s redline standards is completed by Mr. Bartz.

Plans, Specifications & Estimate (PS&E) for I-5 North Managed Lanes | Stevenson Ranch Jacobs (Formerly CH2M) - Thomas Ionta, PE | P: 714-454-5929 | [email protected] Mr. Bartz served as the QA/QC manager for the topographic survey for engineering purposes. He coordinated with Calvada’s project managers to ensure that the project was on schedule. Mr. Bartz works together with the survey technician in researching boundary property documents as well as establishing them based on the field data collected. The final QA/QC using METRO’s redline standards is completed by Mr. Bartz.

Department of Public Works BOE LosAngeles-BOE-TOS-1-Complete Streets - La Brea Ave, from Coliseum St to Adams Blvd Tetra Tech | Nate Schreiner, PE| Project Manager - P: 949-809-5177| [email protected] Mr. Bartz served as the QA/QC manager for the topographic survey of a detailed topographic survey of La Brea Ave. (7,300 linear feet) for design purposes. This included detailed cross sections of the major streets surrounding the site. It also included topographic information of all the curbs, gutters, flow lines, sidewalks and all visible utilities. The topographic survey also included contours that were utilized by the design group to aid in the design. Project also included boundary analysis based on record maps.

Barham Blvd Street Improvements| Los Angeles, CA | Langan | Fred Irianto| Senior PM | P: 714-864-7139 | [email protected] Mr. Bartz served as the QA/QC manager for the topographic survey for Design Purposes 5,500 linear feet along Barham Boulevard (From the 101 Freeway to Forest Lawn Drive in the City of Los Angeles. The survey was used as the base map for future street improvement designs. The Topographic Survey included detailed cross section of Barham Boulevard and also included topographic information of all the curbs, gutters, flow lines, sidewalks and all visible utilities. Record utilities were also shown on the map. The topographic survey also included a Civil 3D surface that was utilized by the design group to aid in the design. Project also consisted of researching and plotting the record boundary with the respective Assessor’s Parcel Number for each adjacent property. 1

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SECTION III - FEE SCHEDULE

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FEE SCHEDULE
City of Hemet
Calvada Surveying, Inc. Page 32

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We look forward to the
possibility of working
together to enhance the City
of Hemet and create a
lasting impact.

Thank
You!
Let's Get
In Touch
Contact Us
[email protected]
Visit Our Website
www.calvada.com

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Proposal for:

ON-CALL LAND

SURVEYING SERVICES
Submitted To:

CITY OF HEMET
445 E. Florida Ave
Hemet, CA 92543
Attn: Candace Sunds
[email protected]
(951) 765-2348
Digital Submittal via Planetbids
Submittal Date:

October 7, 2024
Submitted By:

CASC ENGINEERING
AND CONSULTING, INC.

Rick Furlong, P.L.S.
1470 E. Cooley Drive
Colton, CA 92324
[email protected]
C: (951) 712-3471
O: (909) 783-0101 Ext. 5450
www.cascinc.com

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CITY OF HEMET

ON-CALL LAND SURVEYING SERVICES
SECTION PAGE #

COVER LETTER AND EXCEPTIONS TO THE CONTRACT
SECTION I. EXPERIENCE
I.A EXPERIENCE—FIRM OVERVIEW
I.B EXPERIENCE—PROJECT PROFILES AND CLIENT REFERENCES
SECTION II. PERSONNEL
II.A ORGANIZATIONAL CHART
II.B TEAM RESUMES
SECTION III. FEE SCHEDULE Separate Upload
SECTION IV. PROJECT UNDERSTANDING AND APPROACH
SECTION V. ATTACHMENT A—LEVINE ACT DISCLOSURES

TABLE OF CONTENTS
1 2
4 6
14 15
21 26

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www.cascinc.com
1470 E. Cooley Drive
Colton, CA 92324
2024-0212 aw/rf
City of Hemet
445 E. Florida Ave.

Hemet, CA 92543
Attn: Candace Sunds ([email protected] / (951) 765-2348 PROPOSAL FOR: ON-CALL LAND SURVEYING SERVICES
Dear Ms. Sunds,
Casc Engineering and Consulting (Casc), a California S-Corporation, is honored to have the opportunity to submit this proposal for On-Call Surveying and Related Services to the City of Hemet.

Overview
For nearly 35 years, Casc has provided surveying, engineering, and technical consulting support to governmental agencies, public utility companies, utility districts, school districts, and private enterprises. We have provided on-call surveying services to many public agencies and private enterprises.

Team Overview
Our team is led by a highly experienced management team. Our Director of Survey and Mapping, Rick Furlong, P.L.S., has over 35 years of experience in surveying and mapping. He and his team have ample experience in field survey, mapping, map and document review, document preparation, and right of way engineering. Casc, additionally has the expertise and capability of providing high-definition 3-D laser scanning, drone/UAV survey support, and photogrammetry and map production. Our field crews are experienced in working with engineers, architects, and contractors to resolve field problems quickly, efficiently, and with proper documentation.

Statement of Understanding
Casc is pleased to submit this statement of intent to provide comprehensive land surveying services in response to the RFP. We confirm that we have thoroughly reviewed and understood all elements of the RFP, which include ALTA surveys, field topographic surveys, research of existing utilities or base maps, boundary surveys, as-built surveys, construction staking, preparation of legal descriptions, corner records, lot line adjustments and lot mergers, as well as aerial mapping and photography. Casc is fully committed to delivering these services with precision, professionalism, and in alignment with the project requirements.

Closing
We look forward to your favorable review of our submittal and supporting the City of Hemet with Surveying and other related services. Rick Furlong, PLS, Director of Survey and Mapping, will be the primary contact for questions regarding this proposal and the person authorized to make representations for Casc. If you have any questions regarding our proposal, please feel free to contact Mr. Furlong at (951) 712-3471.

CASC ENGINEERING AND CONSULTING, INC.

Rick Sidor, PE,
Principal-In-Charge/ President and CFO
(Authorized to bind the contract)
Sincerely,
CASC ENGINEERING AND CONSULTING, INC.

Rick Furlong, PLS
Vice President
Director of Survey and Mapping
1470 E. Cooley Drive
Colton, CA 92324
(951) 712-3471
[email protected]

COVER LETTER
October 7, 2024
Submitted Via Planetbids
2

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Hemet City CouncilNovember 12, 2024

Hemet City Council
November 12, 2024