CPAU_WaterSystem_HGLProfile(2.24.25)_DB-CPAHydProfile.pdf
PDF 844 KB Posted
- Attached to
- Water System Master Plan State and local contract opportunity
- Solicitation number
- RFP198186
- Issued by
- Santa Clara County, California
About this file
This is a hydraulic profile schematic plan document for the City of Palo Alto Utilities Department (CPAU) water distribution system, dated February 24, 2025. The document presents a comprehensive technical illustration of the city's potable water infrastructure, including nine pressure zones serving the service area. The system comprises multiple reservoirs (Mayfield, El Camino, Corte Madera, Boronda, Park, Dahl, and Monte Bello), booster pump stations, pressure regulating stations, water mains ranging from 12 to 36 inches in diameter, eight active production wells (Matadero, Peers Park, Fernando, Rinconada, Library, Eleanor Pardee Park, Hale, and El Camino), and interconnection points with external water systems including the SFPUC Bay Division Pipelines and interties with Mountain View, Stanford, Purissima Hills, and East Palo Alto. The document displays hydraulic grade line (HGL) elevations throughout the system and identifies maximum day demand (MDD) and normal firm flow (NFF) rates for each pressure zone, with demands ranging from 21 to 11,000 gallons per minute.
The schematic plan document serves as a foundational technical reference for the Water System Master Plan project, which requires comprehensive engineering assessment and capital improvement program planning across the city's water distribution, storage, supply, and facility infrastructure. This hydraulic profile provides baseline system data essential for evaluating the existing potable water system over a 20-year time horizon, identifying system deficiencies, and recommending capital improvements with projections for five, ten, and twenty-year planning periods, including hydraulic modeling, risk and resiliency analysis, and operational optimization recommendations.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| Water_System_Master_Plan_(Addendum_#4_Revision).pdf | ||
| Water_System_Master_Plan_(Addendum_#3_Revision).pdf | ||
| Water_System_Master_Plan_(Addendum_#2_Revision).pdf | ||
| Water_System_Master_Plan.pdf | ||
| Water_System_Pipe_Replacement_Report_-_2015.pdf | ||
| CPAU_WaterSystem_HGLProfile(2.24.25)_DB-CPAHydProfile_(2).pdf | ||
| Cost_Proposal_Form___Water_System_Master_Plan_06162026.xlsx | XLSX spreadsheet | |
| Attachment_-_Professional_Services_Agreement_Sample.docx | DOCX document | |
| Attachment_-_Insurance_Requirement_(1).pdf | ||
| Firm_Experience_.pdf |
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Text version
17 00
19 00
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150012001000
1100 1200 1300 1400
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W e l 1
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LEGEND:
Pressure Zone 1
Booster Pump Station (BPS) Intertie Turnout Pressure Regulating (PR) Station Reservoir Well
12" Water Mains 14" Water Mains 16" Water Mains 18" Water Mains 20" Water Mains 24" Water Mains 27" Water Mains 30" Water Mains
R e d u c in g
R e s e r v o ir
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28 00
160 0
12 00
370 0
Pressure Zone 2 Pressure Zone 3 Pressure Zone 4 Pressure Zone 5 Pressure Zone 6 Pressure Zone 7 Pressure Zone 8 Pressure Zone 9
36" SFPUC Pipeline
JUNIPERO SERRA FREEWAY
PA
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E M
IL
L
RO
AD
ARASTRADERO ROAD
ARASTRADERO ROAD
PAGE MILL ROAD
PA
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E M
IL
L
R O
AD
COYOTE HILL ROAD
DEER CREEK ROAD
EL CAMINO REAL
PA
GE
M
IL
L
RO
AD
EL CAMINO REAL
ALMA STREET
ALMA STREET
SAND HILL ROAD
EMBARCADERO ROAD
OREG
ON E
XP
RES
SW
AY
MIDDLEFIELD ROAD
EAST BAYSHORE ROAD
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AutoCAD SHX Text High El.=70'
AutoCAD SHX Text Low El.=5'
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MAYFIELD RESERVOIR
AutoCAD SHX Text Base El.=163'
AutoCAD SHX Text Overflow El.=179.5'
AutoCAD SHX Text El.=162'
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MAYFIELD PS
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4 MG
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AutoCAD SHX Text High El.=160'
AutoCAD SHX Text Low El.=30'
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EL CAMINO RESERVOIR
AutoCAD SHX Text Base El.=45'
AutoCAD SHX Text Overflow El.=59'
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2.5 MG
AutoCAD SHX Text El.=62'
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EL CAMINO PS
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AutoCAD SHX Text High El.=110'
AutoCAD SHX Text Low El.=60'
AutoCAD SHX Text High El.=223'
AutoCAD SHX Text Low El.=90'
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ARASTRADERO TURNOUT
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QUARRY PS
AutoCAD SHX Text El.=139'
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1.5 MG
AutoCAD SHX Text Base El.=522'
AutoCAD SHX Text Overflow El.=562'
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CORTE MADERA RESERVOIR
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CORTE MADERA PS
AutoCAD SHX Text El.=363'
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AutoCAD SHX Text Base El.=898.5'
AutoCAD SHX Text Overflow El.=922'
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BORONDA RESERVOIR
AutoCAD SHX Text El.=775'
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BORONDA PS
AutoCAD SHX Text High El.=1430'
AutoCAD SHX Text Base El.=1430'
AutoCAD SHX Text Overflow El.=1457'
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PARK RESERVOIR
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1.5 MG
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1.0 MG
AutoCAD SHX Text High El.=1870'
AutoCAD SHX Text El.=1432'
AutoCAD SHX Text Base El.=1872'
AutoCAD SHX Text Overflow El.=1893'
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DAHL RESERVOIR
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1.0 MG
AutoCAD SHX Text El.=1867'
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PARK PS
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DAHL PS
AutoCAD SHX Text High El.=2050'
AutoCAD SHX Text Base El.=2406'
AutoCAD SHX Text Overflow El.=2432'
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MONTE BELLO RESERVOIR
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1.5 MG
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PURISSIMA HILLS INTERTIE
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PURISSIMA HILLS INTERTIE
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MOUNTAIN VIEW INTERTIES
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STANFORD INTERTIES
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SAND HILL TURNOUT
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EL CAMINO TURNOUT
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SFPUC "PALO ALTO PIPELINE" (HGL = 310)
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CALIFORNIA TURNOUT
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PAGE MILL TURNOUT
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MATADERO WELL
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PEERS PARK WELL
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FERNANDO WELL
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RINCONADA WELL
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LIBRARY WELL
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ELENOR PARDEE PARK WELL
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HALE WELL
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EL CAMINO WELL
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EAST PALO ALTO INTERTIE
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CHARLESTON PR STATION
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HILLVIEW PR STATION
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FOOTHILLS 6 PR STATION
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FOOTHILLS 7 PR STATION
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FOOTHILLS ENTRANCE PR STATION
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HEWLETT PR STATION
AutoCAD SHX Text MDD=1,400 gpm NFF=5,000 gpm
AutoCAD SHX Text MDD=11,000 gpm NFF=6,000 gpm
AutoCAD SHX Text MDD=7,700 gpm NFF=7,500 gpm
AutoCAD SHX Text MDD=1000 gpm NFF=3,000 gpm
AutoCAD SHX Text MDD=577 gpm NFF=4,500 gpm
AutoCAD SHX Text MDD=330 gpm NFF=3,500 gpm
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AutoCAD SHX Text MDD=126 gpm NFF=1,500 gpm
AutoCAD SHX Text MDD=21 gpm NFF=1,500 gpm
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AutoCAD SHX Text MDD=90 gpm NFF=1,500 gpm
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AutoCAD SHX Text High El.=900'
AutoCAD SHX Text Low El.=410'
AutoCAD SHX Text Low El.=140'
AutoCAD SHX Text High El.=515'
AutoCAD SHX Text Low El.=700'
AutoCAD SHX Text Low El.=1430'
AutoCAD SHX Text Low El.=1870'
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SFPUC BAY DIVISION PIPELINES 3&4 (HGL = 310)
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MONTE BELLO RESERVOIR
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DAHL BPS
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PARK BPS
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PARK RESERVOIR
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BORONDA BPS
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BORONDA RESERVOIR
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CORTE MADERA RESERVOIR
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CORTE MADERA BPS
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QUARRY BPS
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MAYFIELD RESERVOIR
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MAYFIELD PS
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EL CAMINO RESERVOIR AND PS
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EL CAMINO BPS
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PAGE MILL TURNOUT
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SAND HILL TURNOUT
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EL CAMINO TURNOUT
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ARASTRADERO TURNOUT
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CALIFORNIA TURNOUT
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PURISSIMA HILLS INTERTIE
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PURISSIMA HILLS INTERTIE
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MOUNTAIN VIEW INTERTIE
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MOUNTAIN VIEW INTERTIE
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STANFORD INTERTIE
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EAST PALO ALTO INTERTIE
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STANFORD INTERTIE
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MATADERO WELL
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FERNANDO WELL
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PEERS PARK WELL
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RINCONADA WELL
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LIBRARY WELL
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ELENOR PARDEE PARK WELL
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HALE WELL
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EL CAMINO WELL
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FOOTHILLS ENTRANCE PR STATION
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FOOTHILLS 7 PR STATION
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FOOTHILLS 6 PR STATION
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HEWLETT PR STATION
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HILLVIEW PR STATION
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CHARLESTON PR STATION
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DATE
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SCALE:
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DWG. NO.
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BY
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NTS
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REVISION:
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APPROVED:
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DRAWN
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REVIEWED
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CHECKED
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DB
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HYDRAULIC PROFILE
AutoCAD SHX Text 2/24/25
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SCHEMATIC PLAN
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FIGURE 1 - WATER DISTRIBUTION SYSTEM
| Sheets and Views |
| CPAHydProfile |
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