20260223_Revised_Volume_1_Asset_Protection_IFC_Drawing_Set_-_Select_Drawings.pdf
PDF 8 MB Posted
- Attached to
- Asset Protection - Concrete
- Solicitation number
- 913-0213-26
- Issued by
- Tehama County, California
About this file
This document set comprises Issued for Construction drawings and specifications for the Solano County Downtown Fairfield Justice Campus Asset Protection Project, a multi-location stormwater flood mitigation initiative designed to protect county properties at ten locations including Union Avenue, Clay Street, Delaware Street, and Texas Street in Fairfield, California. The project scope encompasses comprehensive civil, structural, mechanical, electrical, and landscape improvements including protective barrier walls, berms, flood gates, underground utility reconfiguration, interior and exterior storm drainage lift stations with submersible pump systems, plaza hardscaping, landscaping with irrigation, and related infrastructure. The drawings include site plans, utility layouts, demolition plans, grading plans, storm protection alignment plans and profiles, structural details for walls and foundations, mechanical schematics for pump stations with capacity specifications (5,400 GPM submersible pumps), electrical power distribution and lighting plans, and landscape and irrigation plans across multiple sheets organized by discipline. A mandatory pre-bid conference is scheduled for February 19, 2026, at 10:00 a.m., with sealed bids due by 2:00 p.m. on March 9, 2026. The Notice to Proceed is scheduled for November 12, 2025, with substantial completion required within 231 calendar days, subject to liquidated damages of $2,000 per calendar day for schedule delays.
The project is federally funded through the Office of Emergency Services and FEMA Hazard Mitigation Assistance programs, with final FEMA closeout scheduled for January 12, 2027. Qualified contractors must possess current California contractor's licenses with appropriate classifications, be registered with the California Department of Industrial Relations, and comply with Davis-Bacon Act prevailing wage requirements and FEMA compliance provisions, including Title 2 CFR 200.318-200.326 federal procurement standards. Contractors must submit a 10 percent bid bond or certified check with proposals and furnish 100 percent Performance and Payment Bonds within five calendar days of receiving the Notice to Proceed. Contractors must maintain workers' compensation and commercial general liability insurance with the County named as an additional insured and comply with all applicable federal, state, and local regulations. Access requirements are critical, with contractors required to maintain Category A Critical Emergency Vehicle Access Points open 24/7, provide minimum two-week notice before disrupting Category B Operational Vehicle Access Points, and submit traffic control plans and encroachment permits for Category C Major Traffic Access Ways requiring three-week notice. The County actively encourages participation from disadvantaged business enterprises and labor surplus area firms. Design recommendations are based on a comprehensive geotechnical investigation completed in May 2021, with specifications for foundations, lateral earth pressures, and earthwork requirements. Specific bid value or contract award amounts are not disclosed in the available solicitation documents.
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Text version
G-002
GENERAL NOTES AND
SHEET INDEX
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1943400-190824.01
SEPTEMBER 29, 2025
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless and defended from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents.
In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.
Mead and Hunt, Inc.
180 Promenade Circle, Suite 240 Sacramento, CA 95834 phone: 916-971-3961 meadhunt.com
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VOLUME 1
09/29/2025 ISSUED FOR
CONSTRUCTION
GENERAL NOTES
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE THESE DRAWINGS,
GENERAL NOTES, AND TECHNICAL PROVISIONS, AS WELL AS THE CONSTRUCTION
SPECIFICATIONS FOR THIS PROJECT PRESENTED IN BOOK FORM.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORD DRAWINGS
FOR ALL WORK THROUGHOUT THE COURSE OF CONSTRUCTION. SUCH DRAWINGS
SHALL RECORD THE LOCATION AND AS-BUILT CONDITION OF ALL PROJECT
ELEMENTS. COPIES SHALL BE DELIVERED TO THE ENGINEER PRIOR TO THE
ACCEPTANCE OF THE WORK, OR APPROVAL OF PAY APPLICATIONS, AS INDICATED IN
THE SPECIFICATIONS
3. THE CONTRACTOR SHALL EXAMINE THE DOCUMENTS AND SHALL NOTIFY THE
ENGINEER OF ANY DISCREPANCIES WHICH MAY BE FOUND PRIOR TO THE START OF
WORK.
4. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES, UNLESS NOTED
OTHERWISE.
5. FOR CONDITIONS DEVIATING FROM THE TYPICAL AND NOT SPECIFICALLY DETAILED
IN THE PLANS, THE CONTRACTOR SHALL VERIFY CONSTRUCTION DETAILS WITH THE
ENGINEER PRIOR TO CONSTRUCTION.
6. DETAILS AND DIMENSIONS OF EXISTING CONDITIONS AS SHOWN ON THESE
DRAWINGS ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL FIELD VERIFY
AND RESOLVE ANY CONFLICTS WITH THE ENGINEER.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL
TRADES AND SUBCONTRACTORS UNDER THE CONTRACTOR'S JURISDICTION.
8. THE ALIGNMENT SHOWN ON THE DRAWINGS IS THE CONSTRUCTION REFERENCE
LINE FOR THE PROJECT FACILITIES SHOWN. THE CONTRACTOR SHALL ESTABLISH
THE ALIGNMENT AND ANY OFFSETS REQUIRED UTILIZING THE MONUMENTS
PROVIDED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING
MONUMENTS AND OTHER SURVEY MARKERS. MONUMENTS AND SURVEY MARKERS
DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY A LICENSED LAND
SURVEYOR AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL PROVIDE
ENGINEER WITH AT LEAST 48 HOURS ADVANCE NOTICE PRIOR TO REPLACEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL,
STATE AND LOCAL LAWS, RULES AND REGULATIONS APPLICABLE TO ALL WORK
PERFORMED UNDER THE CONTRACT.
11. THE CONTRACTOR SHALL NOT BEGIN ANY WORK SHOWN ON THESE PLANS UNTIL
ALL APPLICABLE PERMITS HAVE BEEN OBTAINED.
12. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL CURRENT AND
APPLICABLE SAFETY LAWS OF ALL JURISDICTIONAL BODIES. THE CONTRACTOR IS
DIRECTED TO CONTACT THE OFFICE OF SAFETY AND HEALTH ADMINISTRATION
(OSHA).
13. INFORMATION CONTAINED WITHIN THESE DOCUMENTS SHALL NOT BE CONSTRUED
TO PERMIT WORK NOT CONFORMING TO THE REFERENCED CODES.
14. FOR ALL TRENCH EXCAVATIONS THAT ARE 5 FEET OR MORE IN DEPTH, THE
CONTRACTOR SHALL OBTAIN A PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY.
PRIOR TO BEGINNING ANY EXCAVATION, A COPY OF THIS PERMIT SHALL BE MADE
AVAILABLE AND BE LOCATED ON THE CONSTRUCTION SITE AT ALL TIMES.
15. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN DESCRIBING
METHODS TO SAFELY CONTROL TRAFFIC ON PUBLIC ROADWAYS IN AND AROUND
THE SITE.
16. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR
FURNISHING AND MAINTAINING ALL WARNING SIGNS, DEVICES, AND FEATURES
NECESSARY TO PROTECT THE HEALTH AND SAFETY OF THE GENERAL PUBLIC AND
WORKERS AND TO PROVIDE FOR THE PROPER AND SAFE ROUTING OF VEHICULAR
AND PEDESTRIAN TRAFFIC DURING THE PERFORMANCE OF THE WORK.
17. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING FACILITIES. ANY
ITEMS DAMAGED BY THE CONTRACTOR OR HIS AGENTS SHALL BE REPLACED IN
EQUAL OR BETTER CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE.
18. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, SIZES AND LOCATIONS OF ALL
EXISTING FACILITIES, UNDERGROUND UTILITIES, AND FEATURES TO REMAIN
BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY
DISCREPANCIES.
19. UTILITY INFORMATION WAS COMPILED FROM DATA PROVIDED BY THE UTILITY
OWNERS AND LOCATIONS ARE APPROXIMATE. THE ACTUAL LOCATIONS AND
ELEVATIONS OF THE EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR.
IF RELOCATION IS REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING WITH THE APPROPRIATE UTILITY OWNER AT NO ADDITIONAL COST
TO THE OWNER.
20. THE CONTRACTOR IS TO REQUEST TO HAVE ALL UNDERGROUND UTILITIES THAT
MAY POSSIBLY CONFLICT WITH THE ABOVE OR BELOW GROUND IMPROVEMENTS,
LOCATED IN THE FIELD. THE CONTRACTOR AND ANY SUBCONTRACTOR ARE
REQUIRED TO NOTIFY THE USA NORTH 811, 48 HOURS IN ADVANCE OF PERFORMING
ANY EXCAVATION.
21. DRAWINGS SHOWN WITH AERIAL PHOTOS ARE PROVIDED FOR REFERENCE ONLY.
ALL FACILITIES MAY NOT BE SHOWN ON PHOTOS. THE CONTRACTOR SHALL SATISFY
THEMSELVES AS TO THE LOCATION OF EXISTING FACILITIES THAT MAY BE
AFFECTED BY THE CONSTRUCTION.
22. EXISTING GRADES AND CONDITIONS SHALL BE CONFORMED TO WHENEVER
POSSIBLE. ANY ADJACENT OR OFF SITE AREAS DISTURBED BY THE CONTRACTOR'S
OPERATIONS MUST BE RESTORED BY THE CONTRACTOR TO THE PRE DISTURBANCE
CONDITION, TO THE SATISFACTION OF THE ENGINEER AND OWNER'S
REPRESENTATIVE.
1. THE CONTRACTOR SHALL NOT ADJUST GRADES ON THIS PLAN WITHOUT PRIOR
WRITTEN APPROVAL OF THE ENGINEER.
2. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS REQUIRED TO
PROTECT ADJACENT PROPERTIES DURING THE GRADING OPERATIONS.
3. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROPERLY GRADE ALL
EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING
OF WATER. THE CONTRACTOR SHALL CONTROL SURFACE WATER TO AVOID
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE. .
4. WHEN IMPORTING OR EXPORTING OF ANY MATERIAL THE CONTRACTOR SHALL
MAINTAIN ALL PUBLIC ROADS USED AS A HAUL ROUTE SO THEY REMAIN DUST FREE
5. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
6. IMPLEMENT MEASURES TO PROTECT EXISTING STRUCTURES THAT ARE TO REMAIN
FROM OVERLOAD OR DAMAGE. REPAIR OR RECONSTRUCT ANY DAMAGED
FACILITIES AS DIRECTED BY THE OWNER AND OWNER'S REPRESENTATIVE.
7. EXCAVATION SUPPORT: EXCAVATIONS FOR STRUCTURE AND TRENCHES SHALL BE
SUPPORTED IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN 29CFR1926,
SUBPART P - EXCAVATIONS, CAL/OSHA REQUIREMENTS, AND THE GENERAL
CONDITIONS, TO PREVENT CAVING, SLIDING, AND SETTLEMENT. PROVIDE AN
ENGINEERED SOLUTION, STAMPED BY A CALIFORNIA REGISTERED ENGINEER, FOR
CONDITIONS BEYOND STANDARD SAFETY ORDERS AND PERMITTED TYPICAL
EXCAVATION.
8. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF ALL TEMPORARY
EXCAVATIONS AND MUST PROVIDE TRENCH SLOPING AND/OR SHORING IN
ACCORDANCE WITH CURRENT CAL/OSHA REQUIREMENTS BASED ON EXPOSED
SOIL AND GROUNDWATER/SEEPAGE CONDITIONS. FACTORS THAT MAY AFFECT
EXCAVATION WALL STABILITY OR CAUSE EXCAVATION-RELATED DAMAGE TO
EXISTING FACILITIES AND IMPROVEMENTS (SUCH AS CONSTRUCTION VIBRATIONS
AND GROUNDWATER/SEEPAGE CONDITIONS) MUST BE EVALUATED AT THE TIME OF
CONSTRUCTION, AND THE CONSTRUCTOR MUST ADJUST EXCAVATION SLOPING OR
SHORING METHODS ACCORDINGLY.
9. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING AND OBTAINING APPROVAL
FOR DEWATERING PLAN AND EXCAVATION AND SHORING PLAN PRIOR TO
COMMENCING WORK.
SURVEY NOTES
1. SURVEY (TOPOGRAPHY AND FEATURES) IS BASED ON A COMBINED FIELD SURVEY
PROVIDED BY PSOMAS, PERFORMED BETWEEN NOVEMBER 2020 AND FEBRUARY
2022 AND FIELD SURVEY BY MORROW LAND SURVEYING DATED FEBRUARY 2014.
THE HORIZONTAL DATUM OF THIS SURVEY IS THE NORTH AMERICAN DATUM
OF 1983 (NAD83) (1991.35 EPOCH) BEING THE CALIFORNIA COORDINATE
SYSTEM OF 1983 (CCS83) ZONE 2 (GRID SURFACE).
THE VERTICAL DATUM OF THIS SURVEY IS THE NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88). CONVERSION TO NAVD88 = NGVD + 2.611'.
NGS BENCHMARK 15.623 (JT0204) ELEV: 18.08 (ADJUSTED TO NAVD88 DATUM)
BENCH MARK DISK STAMPED "15.623" LOCATED AT 38°14' 58.60" (N) 122° 02'
25.08" (W) AND SET VERTICALLY IN THE SOUTH GRANITE WALL OF THE OLD
SOLANO COUNTY COURTHOUSE, NEAR THE SOUTHEAST CORNER OF THE
BUILDING, 66 FEET EAST OF THE MAIN (TEXAS STREET) ENTRANCE, AND 1.6
FEET ABOVE THE GROUND.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING LAYOUT.
CONSTRUCTION STAKING SHALL BE PERFORMED UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL LAND SURVEYOR OR CIVIL ENGINEER.
EROSION AND SEDIMENT CONTROL NOTES
1. THE CONTRACTOR SHALL PROVIDE EROSION, SEDIMENT, AND WATER POLLUTION
CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED STORM WATER
POLLUTION PREVENTION PLAN (SWPPP).
2. DUST CONTROL, EROSION CONTROL, AND SEDIMENT CONTROL MEASURES,
INCLUDING STREET CLEANING AT WORK AREA ENTRANCES SHALL BE
CONTINUOUSLY MAINTAINED.
3. THE CONTRACTOR SHALL CONDUCT OPERATIONS OUTSIDE OF AREAS DESIGNATED
TO BE PRESERVED OR PROTECTED ACCORDING TO THE PLANS.
4. ALL CONSTRUCTION OF OFF-SITE AND ON-SITE IMPROVEMENTS SHALL ADHERE TO
NPDES BEST MANAGEMENT PRACTICES TO PREVENT DELETERIOUS MATERIALS OR
POLLUTANTS FROM ENTERING THE COUNTY AND CITY STORM DRAIN SYSTEMS.
UTILITY TRENCH EXCAVATION AND BACKFILL
1. EXCAVATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT
CAL-OSHA SAFETY STANDARDS AND LOCAL JURISDICTION. THE STABILITY AND
SAFETY OF EXCAVATIONS, BRACED OR UN-BRACED, ARE THE RESPONSIBILITY OF
THE CONTRACTOR
2. TRENCH EXCAVATIONS ADJACENT TO EXISTING OR PROPOSED FOUNDATIONS
ABOVE AN IMAGINARY PLANE HAVING AN INCLINATION OF 1.5 HORIZONTAL TO 1
VERTICAL BELOW THE BOTTOM EDGE OF THE FOUNDATIONS SHALL BE PROPERLY
SHORED TO MAINTAIN SUPPORT OF EXISTING FACILITIES.
WATER SURFACE ELEVATION DESIGN CRITERIA
1. DESIGN STORM USED TO COMPUTE THE DESIGN WATER SURFACE ELEVATION
(WSEL) WAS THE MAXIMUM ELEVATION DURING THE DECEMBER 2005 STORM
EVENT WHICH HAD A RAINFALL DEPTH OF 4.4 INCHES IN 12 HOURS.
2. TOP OF BARRIER ELEVATION IS BASED ON COMPUTED MAX WSEL PLUS 1-FT
MINIMUM FREEBOARD.
EARTHWORK
PARKING AND SECURITY
1. REFER TO VOLUME 2 FOR ON-SITE TRAFFIC CIRCULATION AND PARKING LOT
IMPROVEMENTS.
2. REFER TO VOLUME 2 FOR SECURITY UPGRADES FOR THE JUSTICE CENTER
CAMPUS AND PARKING LOTS.
SHEET INDEX
SHEET NUMBER SHEET TITLE
Sheet Files: GENERAL
G-001 COVER SHEET
G-002 GENERAL NOTES AND SHEET INDEX
G-003 LEGENDS AND ABBREVIATIONS
G-041 ALIGNMENTS
G-042 ALIGNMENT TABLES
Sheet Files: CIVIL
C-021 EROSION & SEDIMENT CONTROL STAGING PLAN I
C-022 EROSION & SEDIMENT CONTROL STAGING PLAN II
C-051 PLAN - DEMOLITION
C-052 PLAN - DEMOLITION
C-141 SITE OVERVIEW
C-142 SITE PLAN - NORTHWEST CORNER
C-143 SITE PLAN - SOUTHWEST CORNER
C-144 SITE PLAN - SOUTHEAST CORNER
C-145 SITE PLAN - NORTHEAST CORNER
C-151 SITE PLAN - UTILITIES
C-152 SITE PLAN - UTILITIES
C-201 PLAN AND PROFILE - STORM PROTECTION ALIGNMENT
C-202 PLAN AND PROFILE - STORM PROTECTION ALIGNMENT
C-203 PLAN AND PROFILE - STORM PROTECTION ALIGNMENT
C-204 PLAN AND PROFILE - STORM PROTECTION ALIGNMENT
C-205 PLAN AND PROFILE - STORM PROTECTION ALIGNMENT
C-211 PLAN AND PROFILE - WEST DELAWARE STREET RAMP
C-212 PLAN AND PROFILE - EAST DELAWARE STREET RAMP
C-213 PLAN AND PROFILE - WASHINGTON STREET RAMP
C-241 ENLARGED PLAN - PLAZA
C-242 ENLARGED PLAN - MEMORIAL AND MATERIALS USE AREAS
C-301 TYPICAL SECTIONS - FLOOD PROTECTION ALIGNMENT
C-311 TYPICAL SECTIONS - ROAD
C-312 TYPICAL SECTIONS - ROAD
C-313 TYPICAL SECTIONS - ROAD
C-411 PLAN AND PROFILE - EXTERIOR STORM DRAINAGE
C-412 PLAN AND PROFILE - EXTERIOR STORM DRAINAGE
C-501 TYPICAL DETAILS - STORM GATES
C-502 TYPICAL DETAILS - UTILITIES
C-503 TYPICAL DETAILS - PAVEMENT
C-504 TYPICAL DETAILS - ACCESSIBILITY
C-505 TYPICAL DETAILS - VEHICLE BARRIER
C-511 TYPICAL DETAILS - CITY DETAILS STREET
C-512 TYPICAL DETAILS - CITY DETAILS UTILITY
CG-141 GRADING PLAN - NORTHWEST BERM
CG-142 GRADING PLAN - PLAZA
CG-143 GRADING PLAN - MEMORIAL AREA
CG-144 GRADING PLAN - RAMP
CG-145 GRADING PLAN - MAINTENANCE BUILDING AREA
CG-146 GRADING PLAN - SOUTHEAST CORNER
Sheet Files: STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES
S-002 STRUCTURAL SPECIAL INSPECTION TABLE AND NOTES
S-301 STRUCTURAL - WALLS
S-302 STRUCTURAL - RAMP WALLS
S-501 STRUCTURAL - TYPICAL DETAILS
S-502 STRUCTURAL - TYPICAL DETAILS
S-503 STRUCTURAL - TYPICAL DETAILS
S-504 STRUCTURAL - TYPICAL DETAILS
S-505 STRUCTURAL - TYPICAL DETAILS
S-531 STRUCTURAL - GATE FOUNDATIONS
S-551 STRUCTURAL - PRE-CAST VAULTS
S-552 STRUCTURAL - COLLECTION VAULT
S-553 SPOILS AREA PLANS, SECTIONS, AND DETAILS
Sheet Files: MECHANICAL
M-141 PLAN - PUMP STATION AND STORM DRAINAGE VAULTS
M-142 PLAN - COGENERATION PLANT STORM DRAINAGE LIFT STATION
M-301 PLAN AND SECTIONS - PUMP STATION
M-311 SECTIONS - INTERIOR AND EXTERIOR STORM DRAINAGE VAULTS
M-321 SECTIONS - COGENERATION PLANT STORM DRAINAGE LIFT STATION
M-501 ASSEMBLY - OUTLET PIPE
Sheet Files: ELECTRICAL
E-001 ELECTRICAL SYMBOLS AND LEGENDS
E-002 INSTRUMENT SYMBOLS AND LEGENDS
E-011 SINGLE LINE DIAGRAM - NEW MCC
E-012 SINGLE LINE DIAGRAM - COGEN DEMO
E-013 SINGLE LINE DIAGRAM - COGEN NEW
E-021 MCC LAYOUT AND SCHEDULE
E-022 SOFT STARTER MCC
E-023 TYPICAL CONTROLLER PLC
E-024 BLOCK DIAGRAM
E-111 POWER PLAN
E-112 ENLARGED POWER PLAN - PUMP STATION
E-113 ENLARGED POWER PLAN - CO-GEN INTERIOR
E-114 ENLARGED POWER PLAN - CO-GEN PUMP STATION
E-115 P&ID LIFT STATION
E-116 P&ID LIFT STATION 2
E-117 P&ID LIFT STATION 3
E-118 CONDUIT & CONDUCTOR SCHEDULE
E-211 PLAZA LIGHTING PLAN
E-212 PLAZA LIGHTING SCHEDULE
E-213 LIFT STATION LIGHTING PLAN
E-214 LIFT STATION LIGHTING SCHEDULE
E-501 DETAILS 1
E-502 DETAILS 2
L-100 SITE OVERVIEW
L-201 LANDSCAPE PLAN - NORTHEAST ENTRY
L-202 LANDSCAPE PLAN - NORTHWEST CORNER
L-203 LANDSCAPE PLAN - SOUTHWEST CORNER
L-204 PLANTING LEGEND, DETAILS, AND NOTES
L-205 LANDSCAPE DETAILS
L-301 IRRIGATION PLAN - NORTHEAST ENTRY
L-302 IRRIGATION PLAN - NORTHWEST CORNER
L-303 IRRIGATION PLAN - SOUTHWEST CORNER
L-304 IRRIGATION NOTES AND LEGEND
L-305 IRRIGATION DETAILS
L-306 IRRIGATION DETAILS
L-307 IRRIGATION DETAILS
L-308 WATER USE CALCULATIONS
SANITARY SEWER
1. DESIGN IMPROVEMENTS TO THE SANITARY SEWER SYSTEM WILL BE PERFORMED
UNDER A SEPARATE PROJECT, BY KSN, WHICH INCLUDES REROUTING MAIN LINES
OFF COUNTY PROPERTY AND PRIVATIZING THE REMAINING INFRASTRUCTURE
LOCATED ON COUNTY-OWNED LAND. THE VOLUME 1 ASSET PROTECTION AND
VOLUME 2 PARKING AND SECURITY DESIGN AND DRAWINGS ASSUME THAT
PRIVATIZATION OF THE SYSTEM ON COUNTY PROPERTY WILL BE COMPLETED
PRIOR TO CONSTRUCTION.
2. REFER TO SANITARY SEWER NOTES ON DRAWINGS C-242 FOR REQUIREMENTS
THAT WILL APPLY IF OFFSITE SANITARY SEWER IMPROVEMENTS ARE NOT
COMPLETED PRIOR TO CONSTRUCTION OF THE VOLUME 1 ASSET PROTECTION
PROJECT. IF REQUIRED, TEMPORARY BYPASS SHALL CONFORM WITH ALL
REQUIREMENTS SHOWN ON KSN DRAWING SS1.
CODE REQUIREMENTS:
1. ALL WORK SHALL COMPLY WITH THE LATEST CALIFORNIA EDITION OF THE
BUILDING, ELECTRICAL, MECHANICAL & PLUMBING CODES. ADDITIONAL CODE
REQUIREMENTS FOR STRUCTURAL WORK ARE SHOWN ON SHEET S-001.
ADDITIONAL CODE REQUIREMENTS FOR ELECTRICAL WORK ARE SHOWN ON
SHEET E-001.
1 02/23/2026 SANITARY SEWER
REVISION
84872C
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02/23/2026
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
B
B
B
B
B
B
B
B
B
BB
NO
PARKING
G
TEL
TEL
TE
L
T
EL
EC
E
E
ELEC
E
EL
EC
ELEC
EL
EC
ELEC
E
E
E E E E E E E E
G V
D
CO
CO
CO
CO
CO
COCOCO
CO
CO
CO
CO
CO
CO
CO
COCOCO
CO
COCO CO
CO CO
CO CO
CO
CO CO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO
CO
COCO
CO
CO
CO
CO
SD
SD
SD
SD
SD
SD SD SD SD SD SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
WW
W W
ICV
W V
W V
W VW V
W VW V
W V
W V
W VW V
W VW V
W VW VW VW VW V
W V
W VW V
W V W V
W VW V
W V
W V
W VW V
SD
D
D
D D
D
D
D
D
D
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS SSSS
SD
D
SS
D
SS
SS
SS
SD
SD
SD
SSSSSSSSSS
D
D
D
D
SD
SD
SD
SD
SD
" R
CP
48" R
CP
" R
CP
SD
12" RCP
CB - 16
TYPE I SD GRATE
N= 1851945.82 E= 6550130.50
RIM=12.29
(E) 8" UNK INV E=4.84
CB - 30
TYPE I SD GRATE
N= 1851664.48 E= 6550281.61
RIM=11.17
12" INV N=8.16
12" INV SE=8.16
(E) 6" CONC INV N=UNK
MH - 48
84-IN SD MH
N= 1851726.05 E= 6550614.41
RIM=13.51
48" INV NE=0.65
30" INV W=0.00
36" INV S=0.75
12" INV NW=8.20
4" INV N=7.00
CB - 37
TYPE I SD GRATE
N= 1851804.47 E= 6550705.33
RIM=10.40
12" INV NE=5.51
12" INV W=5.51
MH - 47
72-IN SD MH
N= 1851805.75 E= 6550745.49
RIM=9.47
48" INV NE=0.98
48" INV SW=0.98
12" INV NW=6.07
12" INV E=6.60
CB - 50
CATCH BASIN TYPE 2
N= 1851818.39 E= 6550734.87
RIM=9.38
12" INV SE=6.38
CB - 34
TYPE 1 SD GRATE
N= 1851868.98 E= 6550749.38
RIM=9.00
12" INV SW=6.00
MH - 46
72-IN SD MH
N= 1851953.36 E= 6550784.81
RIM=10.00
48" INV S=1.50
48" INV N=1.50
12" INV W=6.38
12" INV E=6.70
SD
SD SD
SD
12" RCP 12" RCP
12" RCP
12" RCP
CB - 67
84-IN MH WITH
3'x4.5' CURB INLET N= 1851734.82 E= 6550540.87
RIM=11.06
30" INV S=-1.09
12" INV N=4.46
(E) 12" INV W=UNK
CB - 81
TYPE I SD GRATE
N= 1851762.19 E= 6550543.95
RIM=10.40
12" INV NE=4.61
12" INV S=4.61
30" RCP
SDCB - 63
TYPE I SD GRATE
N= 1851704.48 E= 6550281.61
RIM=10.12
12" INV S=8.45
CB- 79
TYPE I SD GRATE
N= 1851602.60 E= 6550274.20
RIM=10.70
12" INV E=7.80
CB - 82
TYPE I SD GRATE
N= 1851801.09 E= 6550603.44
RIM=10.00
12" INV E=5.00
12" INV SW=5.00
30" RCP
D
MH - 84
96-IN SD MH
N= 1851722.92 E= 6550544.92
RIM=11.79
30" INV N=-1.20
30" INV E=-1.40
30" INV S=-1.20
30" RCP
SD
CB - 89
CATCH BASIN TYPE 2
N= 1851957.23 E= 6550774.13
RIM=10.76
12" INV E=6.76
CB - 90
TYPE I SD GRATE
N= 1851956.44 E= 6550793.66
RIM=10.00
12" INV W=6.98
12" RCP
CB - 96
TYPE 1 SD GRATE
N= 1851624.84 E= 6550309.43
RIM=11.00
12" INV NW=7.80
12" INV SE=7.80
12" RCP
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
CB - 109
TYPE I SD GRATE
N= 1851733.48 E= 6550602.29
RIM=11.53
12" INV SE=8.52
12" RCP
30" RCP
D
SD
SD
36" RCP
" R
C P
MH - 140
72-IN SD MH
N= 1851857.08 E= 6550776.52
RIM=9.80
48" INV SW=1.20
48" INV N=1.20
CB - 28
TYPE I SD GRATE
N= 1851600.24 E= 6550382.12
RIM=11.31
12" INV W=8.60
" R
C P
SD
3" HDPE
12" RCP
D
SD
" R
C P
12" RCP
CB - 148
CATCH BASIN TYPE 2
N= 1851804.66 E= 6550752.57
RIM=10.71
12" INV W=6.71
SD
SD
SD
SD
4" PVC PIPE
MH - 601
72-IN SD MH
N= 1852036.33 E= 6550774.35
RIM=10.45
48" INV N=1.65
48" INV S=1.65
12" INV NW=6.62
4" INV W=4.60
12" RCP
D
12" RCP
R C
P
CB-223
CATCH BASIN TYPE 2
N= 1851754.99 E= 6550222.20
RIM=11.07
12" INV NW=3.44
12" INV S=3.55
(E)
CB - 224
CATCH BASIN TYPE 2
N= 1851740.01 E= 6550222.57
RIM=11.31
12" INV N=3.85
(E)
4" PVC PIPE
C-152
SITE PLAN - UTILITIES
SRS
MWR
JOH
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1943400-190824.01
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SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless and defended from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents.
In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.
Mead and Hunt, Inc.
180 Promenade Circle, Suite 240 Sacramento, CA 95834 phone: 916-971-3961 meadhunt.com
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VOLUME 1
09/29/2025 ISSUED FOR
CONSTRUCTION
00 30 60
MATCHLINE - SEE SHEET C-151
KEY MAP
GENERAL
SERVICES
SHERIFF/CORONER
LAW AND
JUSTICE CENTER
CO-GEN
PLANT
U N
IO
N
A
VE
N U
E
DELAWARE ST
JAIL
UNION AVENUE CREEK
C
LA
Y
ST
R
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T
WATER, SEWER,
TELECOMMUNICATIONS, AND
POWER RELOCATIONS -
PROTECT IN PLACE.
RETROFIT EX SS MH
TO BE WATERTIGHT
SEE DETAIL 1/C-502
RETROFIT EX SS MH
TO BE WATERTIGHT
SEE DETAIL 1/C-502
RETROFIT EX SS MH
TO BE WATERTIGHT
SEE DETAIL 1/C-502
RETROFIT EX SS MH
TO BE WATERTIGHT
SEE DETAIL 1/C-502
RETROFIT EX SS MH
TO BE WATERTIGHT
SEE DETAIL 1/C-502
RETROFIT EX SS MH
TO BE WATERTIGHT
SEE DETAIL 1/C-502
RETROFIT EX SS MH
TO BE WATERTIGHT
SEE DETAIL 1/C-502
EXTERIOR STORM DRAINAGE ALIGNMENT,
SEE SHEETS C-411 AND C-412
NOTES:
1. FOR DRAINAGE MANHOLES, SEE DETAIL 4/C-502. FOR
CATCH BASINS TYPE 2, SEE DETAIL SD2/C-512.
2. FOR TRENCH BACKFILL, SEE DETAIL 2, SHEET C-502.
OPEN TRENCHES SHALL BE NO LONGER THAN 200 FT IN
LENGTH ACCORDING TO CITY STANDARD 9.2.
3. FOR RCP TO CONCRETE STRUCTURE CONNECTIONS, SEE
DETAIL 3/C-502.
4. FOR SD GRATES, SEE DETAIL 5/C-502.
PROPERTY LIMIT, TYP
EXTEND INLET, CONNECT
WITH COUPLING TO
EXISTING PVC PIPE AND
EXTEND TO THE TOE OF
BACKFILL. REUSE
SALVAGED INLET AND
INSTALL ON PIPE END.
CONNECT INLET TO
EXISTING STORM
DRAIN
EXISTING PIPES TO
BE REMOVED
EXISTING
PIPE TO BE
REMOVED
EXISTING PIPE
TO BE REMOVED
M-142
12" OUTFALL, INV
OUT ELEV 7.54
M-141
CONNECT EXISTING
PIPE TO CATCH
BASIN
CONNECT PIPE
TO EXISTING
MANHOLE
SEE VOLUME 2: PARKING AND
SECURITY FOR PARKING LOT
DRAINAGE AND DESIGN
EASEMENTS,
TYP
PROPERTY LINE,
TYP
EX MH - 10209
N= 1851771.78' E= 6550207.83'
RIM=11.35
EX 24" VCP SS.
SEE SANITARY
SEWER NOTES
ON DWG C-242
SEPTEMBER 29, 2025
1 02/23/2026 SANITARY SEWER
REVISION
84872C
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RESERVED
RESERVED
RESERVED
NO
PARKING
NO
PARKING
BB
BB
BB
BB
NO
PARKING
NO
PA
RK
IN
G
CO
CO
W
W
W
D
SS
SS
SS
SS
SS
D
D
CO
D
SD
VLT
SS
SS
SS
SS SD
SD
SD
SD
SDSDSDSDSD
C O
N
FO
R M
32+41.27
0+
+0
30+00
+0
32+00
EX E
EX G
EX SS
EX SS
C O
N
FO
R M
EX SS
EX W
EX W
EX W
EX T
EX E
EX SS
EX SD568
EX W
G
VT
E E
E
ELEC
VO
LTAG
E U N
KN
O
W N
N O
T VISIBLE IN
FIELD
D
SD
SD
SD
SD
SD
SD
SD
0+00 1+00 2+00 3+00 3+50
E
STA: 0+00.00
TOP: 15.40
WSE: 14.41
EG: 12.68
STA: 30+74.80
TOP: 16.54
WSE: 14.39
EG: 12.91
STA: 31+76.26
TOP: 15.40
WSE: 14.43
EG: 12.62
STA: 29+36.82
TOP: 15.40
WSE: 14.39
EG: 12.58
STA: 31+58.80
TOP: 15.40
WSE: 14.41
EG: 12.22
EX E
SD
SD
SD
SD
SD
SD
SD
SD
.4
TO
B
.1
EG
.4
TO
B
.1
EG
.4
TO
B
.9
EG
29+00
.4
TO
B
.8
EG
.4
TO
B
.5
EG
.4
TO
B
.6
EG
.4
TO
B
.1
EG
30+00
.4
TO
B
.0
EG
.4
TO
B
.4
EG
.5
TO
B
.9
EG
.5
TO
B
.4
EG
31+00
.6
TO
B
.8
EG
.4
TO
B
.1
EG
.4
TO
B
.5
EG
.4
TO
B
.8
EG
32+00
.4
TO
B
.6
EG
T O
B E
G
T O
B E
G
ST
A
+5
2.
EL
EV
6.
ST
A
+7
5.
EL
EV
6.
STA: 29+15.8±
556 EX E
SEE NOTE 4
STA: 29+26.4±
557 EX G
SEE NOTE 5
STA: 29+34.4±
558 EX SS
STA: 29+58.4±
559 EX SS MH
(SEE NOTE 10)
STA: 30+22.8±
560 EX SS
STA: 30+84.1±
561 EX W
SEE NOTE 3
STA: 30+88.7±
562 EX W
SEE NOTE 3
STA: 30+90.4±
563 EX W
SEE NOTE 3
STA: 30+91.8±
564 EX T
SEE NOTE 6
STA: 30+92.2±
565 EX E
SEE NOTE 4
STA: 30+97.1±
566 EX SS
11.50 29+92
12.00
11.00 31+89
11.50
ST
A
+3
1.
EL
EV
5.
ST
A
+3
2.
EL
EV
5.
ST
A
+6
9.
EL
EV
5.
6.7% -0.0%
-2.0% -2.1% 0.0%
11.50 12.00 28+72
12.00 30+71
ST
A
+0
7.
EL
EV
5.
ST
A
+3
2.
EL
EV
5.
STA: 32+13.3±
569 EX E
SEE NOTE 4
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless and defended from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents.
In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.
Mead and Hunt, Inc.
180 Promenade Circle, Suite 240 Sacramento, CA 95834 phone: 916-971-3961 meadhunt.com
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VOLUME 1
09/29/2025 ISSUED FOR
CONSTRUCTION
1"=3' VERT.
KEY MAP
00 30 60
C-205
PLAN AND PROFILE -
STORM PROTECTION
ALIGNMENT
SRS
MWR
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PROTECTIVE BARRIER PLAN STA. 28+50 TO 32+951 1"=30'
PROTECTIVE BARRIER PROFILE2 1"=30' HORIZ.
MATCHLINE STA. 28+50 - SEE SHEET C-204
WASHINGTON
STREET
W T
EX
AS
S
TR
EE
T
WALL TYPE 8C WALL TYPE 13
WALL
TYPE 15 WALL TYPE 1A
HALL OF JUSTICE
SOUTH WING
WALL TYPE 13, WASHINGTON
RAMP WALL, 4/S-302
WASHINGTON
STREET RAMP, C-213
UCD CO-OP EXTENSION
AGRICULTURE BUILDING
WALL TYPE 15, WASHINGTON
RAMP WALL, 6/S-302
WALL TYPE 1A,
2/C-301 AND
1/S-301
WASHINGTON
STREET RAMP
BARRIER PROTECTION
ELEVATION
DESIGN WATER
SURFACE ELEVATION
EXISTING
GROUND
EXTERIOR STORM
DRAINAGE ALIGNMENT
SEE SHEET C-151
AND C-411
INTERIOR STORM
DRAINAGE,
SEE SHEET C-151
PEDESTRIAN STORM
GATE 3, SEE 1/C-501
PEDESTRIAN STORM
GATE, SEE 1/C-501
PEDESTRIAN STORM
GATE 4, SEE 1/C-501
PEDESTRIAN STORM
GATE, SEE 1/C-501
TOP OF FOOTING
WALL TYPE 8C,
12/C-301 AND 8/S-301 WALL TYPE 14, WASHINGTON
RAMP WALL, 5/S-302
WALL
FOOTING
EXTENTWALL TYPE 8C END
WALL TYPE 13 START WALL TYPE 13 END
WALL TYPE 14 START
WALL TYPE 14 END
WALL TYPE 15 START WALL TYPE 15 END
WALL TYPE 1A START
WALL
FOOTING
EXTENT
NOTES:
1. TOP OF WALL, WATER SURFACE, EXISTING GRADE LABELS ON PLAN
ARE FOR REFERENCE ONLY. CONTRACTOR SHALL CONSTRUCT
BARRIER BASED ON PROFILE ELEVATIONS.
2. FOR EXCAVATION AND UTILITY LOCATION REQUIREMENTS, SEE
GENERAL NOTES ON SHEET G-002.
3. WATER UTILITIES ARE SHOWN FOR REFERENCE ONLY WITH 48"
MINIMUM COVER IN ACCORDANCE WITH FAIRFIELD CITY STANDARDS.
CONTRACTOR TO FIELD VERIFY.
4. ELECTRICAL UTILITIES ARE SHOWN FOR REFERENCE ONLY WITH 24"
MIN COVER. HIGH VOLTAGE UTILITIES COULD BE 36" TO 48" DEEP. ALL
CONDUITS SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE
SPECIFIED. CONTRACTOR TO FIELD VERIFY.
5. GAS LINES ARE SHOWN FOR REFERENCE ONLY WITH 24" COVER IN
ACCORDANCE WITH PG&E GAS DESIGN STANDARDS FOR MINIMUM
DEPTH OF DISTRIBUTION MAINS AND SERVICES.
6. TELECOMMUNICATION UTILITIES ARE SHOWN FOR REFERENCE ONLY
WITH 24" COVER. CONTRACTOR TO FIELD VERIFY.
7. UTILITIES ARE SHOWN IN PROFILE BASED UPON THE ASSUMED
DEPTHS DESCRIBED IN NOTES 3, 4, 5, AND 6. WHERE AVAILABLE
UTILITY ELEVATIONS ARE SHOWN FOR REFERENCE ONLY.
CONTRACTOR TO FIELD VERIFY.
8. SEE DETAIL 13/C-301 FOR WALL GEOMETRY AT UTILITY CROSSINGS.
9. REFER TO DEMOLITION, UTILITY, AND ELECTRICAL PLANS FOR
ADDITIONAL DESIGN INFORMATION.
10.SANITARY SEWER LINE UNDER WASHINGTON STREET TO BE
REROUTED BY OTHERS. SEE KSN DRAWINGS AND SANITARY SEWER
NOTE 1 ON G-002.
1 02/23/2026 SANITARY SEWER
REVISION
84872C
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STA: 10+44.71
OFF: 22.49'
N: 1851841.8005 E: 6550080.2731
D
CO
SD
SD
W W
SS
SS
D
E
E
HH
HH
HH
HH
HH
C-242
ENLARGED PLAN -
MEMORIAL AND
MATERIALS USE AREAS
SRS
MWR
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SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless and defended from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents.
In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.
Mead and Hunt, Inc.
180 Promenade Circle, Suite 240 Sacramento, CA 95834 phone: 916-971-3961 meadhunt.com
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VOLUME 1
09/29/2025 ISSUED FOR
CONSTRUCTION
A
201050
1" = 10'
MEMORIAL SIDEWALK PLAN1
U N
IO
N
A
VE
N U
E
B
9'
KEY MAP
ELEVATIONA 1"=5'
ELEVATIONB 1"=5'
PROTECT
EXISTING
TREE IN
PLACE
SIDEWALK
4.8% MAX
SIDEWALK
TOP ELEV 12.97
EXISTING
GROUND
BERM
TOP ELEV 12.97
PROTECT
EXISTING VAULT
IN PLACE
4.
8%
M
AX
FINISHED
GRADE
EXISTING
GROUND
4.8% MAX
TIE INTO EXISTING SIDEWALK,
SEE DETAIL 6/C-503
SIDEWALK TOP
ELEV 12.97
TIE INTO EXISTING SIDEWALK,
SEE DETAIL 6/C-503
4.
8%
M
AX
TIE INTO EXISTING
SIDEWALK ELEVATION
SEE DETAIL 5/C-503
BERM
SEE CG-143
MANUAL FLASHBOARD
RISER, SEE DETAIL
2/C-501
2% MAX
SLOPE
VARIES
3:1
4.8% MAX
INCOMING SIDEWALK
THROUGH MEMORIAL
2% MAX 4.8% MAX
4.8% MAX
2% M
AX
2% MAX
2% MAX
2% MAX
4.
8%
M
AX
2% MAX
4.8% MAX
2% M
AX
2% M
AX
SIDEWALK TOP
ELEV 12.97
TIE INTO EXISTING SIDEWALK ,
SEE DETAIL 6/C-503
PROTECT EXISTING
MEMORIAL IN PLACE
FINISHED
GRADE
8'WALL TYPE 7
SEE DETAIL 10/C-301
TYPICAL CONCRETE
SIDEWALK SECTION
SEE DETAIL 3/C-503
TYPICAL CONCRETE
SIDEWALK SECTION
SEE DETAIL 3/C-503
4.8% MAX
DAYLIGHT TO
EXISTING
201050
1" = 10'
MATERIAL USE AREA AND LIFT STATION LAYOUTS2
CONCRETE PAD
SEE ENLARGED
PLAN 1/S-553
PAVEMENT TO
EXTEND TO GUTTER
ALONG DRIVEWAY
END OF CURB AT EDGE OF STORM
WALL, TRANSITION TO DRIVEWAY
ENTRANCE, SEE S9/C-511
END CURB AT INLET, SEE
S9/C-511 AND SD2/C-512
FOR CURB AND GUTTER
GUTTER ALONG
DRIVEWAY ENTRANCE,
SEE SHEET C-511
BOLLARDS, SEE
DETAIL 1/C-505
CONSTRUCT 6-FT HIGH CMU WALL
FOR MATERIAL STORAGE BAYS,
SEE SHEET S-553
EXISTING STORAGE BIN TO BE SALVAGED
AND REUSED. ONSITE INSPECTOR TO
PROVIDE CONTRACTOR WITH LOCATION.
EXISTING
EASEM
ENT
EXISTING DUMPSTER TO BE
REPOSITIONED PARALLEL TO
COGEN FENCING
PAVE AREA, SEE DETAILS ON
SHEETS C-503 AND C-511 AND
GRADING PLAN ON CG-146 2'CLR
CROSSOVER
BRIDGE, SEE
DETAIL 27a/S-504
SEE E SHEETS FOR
ELECTRICAL ROUTING
AND LIGHTING
SEE VOLUME 2:
PARKING AND
SECURITY FOR
FENCING
PROPERTY LINE,
TYP
MOTOR CONTROL
CENTER, SEE E-021
PAVEMENT INSTALL TO
EXISTING COGEN FENCE LINE.
PAVEMENT TO MEET EG
2'CLR
SANITARY SEWER NOTES:
1. EXISTING SANITARY SEWER EASEMENT WILL BE REMOVED AS PART OF PRIVATIZING AND REROUTING OF ON-SITE SS SYSTEM MAIN LINES
PERFORMED BY OTHERS PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL VERIFY THE SS LOCATION PRIOR TO EXCAVATION AND VAULT CONSTRUCTION. BASED ON SANITARY SEWER AS-BUILT INFORMATION, THE ESTIMATED CLEARANCE IS 1.19 FEET. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE EXISTING SS LINE AND ABILITY TO MAINTAIN MINIMUM CLEARANCE PRIOR TO ORDERING PREPACKAGED LIFT STATION. 12-INCH MINIMUM CLEARANCE BETWEEN THE SS LINE AND STRUCTURES MUST BE MAINTAINED. IF THE MINIMUM CLEARANCE CANNOT BE MAINTAINED, THE CONTRACTOR SHALL NOTIFY THE COUNTY, FSSD, AND THE ENGINEER OF RECORD IMMEDIATELY TO DETERMINE ALTERNATIVE LAYOUT.
3. PROTECT EXISTING 24" VCP SS IN PLACE. REFER TO M-311 FOR ASSUMED SS LINE LOCATION IN RELATION TO LIFT STATION.
4. IF OFFSITE SS IMPROVEMENTS ARE NOT COMPLETED PRIOR TO CONSTRUCTION OF VOLUME 1 ASSET PROTECTION PROJECT, THE FOLLOWING
FSSD REQUIREMENTS WILL APPLY:
a. PRIOR TO PREPARING SUBMITTAL FOR PREPACKAGED LIFT STATION SYSTEM, CONTRACTOR SHALL EXPOSE EXISTING 24-INCH VCP SS TO CONFIRM LOCATION AND DEPTH AND IDENTIFY POTENTIAL CONFLICTS WITH SD PREPACKAGED LIFT STATION, EXCAVATIONS, AND/OR SHORING. FINDINGS SHALL BE REPORTED TO ENGINEER OF RECORD, FSSD, AND COUNTY PRIOR TO ORDERING PREPACKAGED LIFT
STATION SYSTEM.
b. AN FSSD REPRESENTATIVE MUST BE PRESENT FOR ALL EXCAVATION WORK WITHIN 10 FEET OF THE EXISTING 24-INCH VCP SS.
CONTACT DISTRICT INSPECTOR AT (707) 428-9131 A MINIMUM OF 48 HOURS IN ADVANCE OF WORK TO SCHEDULE INSPECTION.
c. IF TEMPORARY RELOCATION AND/OR MODIFICATION TO THE EXISTING 24-INCH SS ARE NECESSARY, CONTRACTOR SHALL SUBMIT MODIFICATION PLAN TO FSSD FOR APPROVAL A MINIMUM OF 30 DAYS IN ADVANCE OF WORK. ANY PORTIONS OF THE EXISTING 24-INCH VCP SS THAT ARE TEMPORARILY REMOVED SHALL BE REPLACED WITH NEW PIPE MATCHING THE MATERIAL OF THE EXISTING 24-INCH SS. CONNECTIONS TO EXISTING 24-INCH SS SHALL BE MADE WITH FERNCO SHEAR BAND COUPLINGS OR APPROVED EQUAL.
d. IF RELOCATION AND/OR MODIFICATIONS TO THE EXISTING 24-INCH VCP SS ARE NECESSARY, CONTRACTOR SHALL PERFORM SS BYPASS PER KSN DRAWING SS1, TEMPORARY SEWER BYPASS. SS BYPASS WILL ONLY BE ALLOWED BETWEEN APRIL 15 AND OCTOBER 15.
2% M
AX
12" OD TO
OD MIN CLR
(SEE NOTES)
SPOILS
AREA
SEPTEMBER 29, 2025
1 02/23/2026 SANITARY SEWER
REVISION
84872C
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M-141
PLAN - PUMP STATION
AND STORM
DRAINAGE VAULTS
SRS
MWR
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1943400-190824.01
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SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless and defended from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents.
In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.
Mead and Hunt, Inc.
180 Promenade Circle, Suite 240 Sacramento, CA 95834 phone: 916-971-3961 meadhunt.com
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VOLUME 1
09/29/2025 ISSUED FOR
CONSTRUCTION
EXISTING OUTFALL
16' Ø PRECAST SUMP PUMP
VAULT FOR INTERIOR STORM
DRAINAGE SEE DETAIL 1/S-551
PROPOSED
FENCE
FLAP
GATE
(TYP)
00 5 10
16' Ø PRECAST SUMP
PUMP VAULT
SEE DETAIL 2/S-551
PROPERTY
LIMIT, TYP
(2) 5400 GPM
SUBMERSIBLE
PUMPS
(3) 5400 GPM
SUBMERSIBLE
PUMPS
84-IN SD MH
EXISTING
30-IN PIPE
DELA
WARE STREET
U N
IO
N
A
VE
. C R
EE
K
48-IN Ø RCP
NEW 30-IN
RCP PIPE
36-IN Ø RCP
18-IN DIA DIP
DISCHARGE PIPE
96-IN SD MH
36-IN Ø RCP
WALL AT PIPE
INTERSECTION
SEE DETAIL 13/C-301
EXISTING PUMP
STATION
WALL AT VAULT
INTERSECTION
SEE DETAIL
14/C-301
2' x 2' SD
GRATE
12-IN Ø
RCP
M-301
30-IN Ø
RCP
30-IN Ø RCP
18-IN DIP
DISCHARGE
PIPE, TYP
4-IN DIA AIR VENT -
SEE DETAIL 2/M-301
SPOILS AREA - SEE C-144
AND S-553 FOR DETAILS
MOTOR CONTROL CENTER - SEE ELECTRICAL DRAWINGS
CONCRETE
EQUIPMENT PAD -
SEE DETAIL 2/C-503
30-IN DIA RCP
EXISTING DUMPSTER
4-IN VAULT AIR VENT
(2 PLACES) SEE
DETAIL 2/M-301
KEY MAP
NOTES:
1. SEE C-152 FOR STORM DRAINAGE SYSTEM.
2. SEE C-203 AND S-301 FOR BARRIER IMPROVEMENTS.
3. SEE VOLUME 2: PARKING AND SECURITY FOR
PARKING LOT AND FENCING IMPROVEMENTS.
4. SEE SEWER BYPASS NOTES ON SHEET C-242. SEE
SHEET S-311 FOR ASSUMED SS LINE LOCATION IN
RELATION TO THE PREPACKAGED LIFT STATION.
ELECTRICAL
CONTROL PANEL
A M-
NEW AXIAL FLOW PUMP,
SEE SECTION 22 14 29 OF
SPECIFICATIONS
A M-311
12" OD TO OD MIN CLR
(SEE NOTES)
EX 24" VCP SS
(SEE NOTES)
B
M-3
B M-3
SEPTEMBER 29, 2025
1 02/23/2026 SANITARY SEWER
REVISION
M-311
SECTIONS - INTERIOR
AND EXTERIOR
STORM DRAINAGE
VAULTS
SRS
MWR
TED
X:
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1943400-190824.01
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FA
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D
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SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless and defended from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents.
In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.
Mead and Hunt, Inc.
180 Promenade Circle, Suite 240 Sacramento, CA 95834 phone: 916-971-3961 meadhunt.com
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VOLUME 1
09/29/2025 ISSUED FOR
CONSTRUCTION
24x18 HDPE REDUCER SPOOL
WITH 18-IN HDPE BRANCH. SEE
DETAIL 1/M-301
EX GROUND
EL VARIES
EQUIPMENT HATCH - SEE DETAIL 2/S-551
UNION AVENUE
CREEK DESIGN
WSEL=14.0'
30-IN RCP SD PIPE
INV=-1.45
16' Ø PRECAST SUMP PUMP VAULT
(2) 5400 GPM PUMPS
RIM=12.31
INV=-7.58
SEE VAULT DETAIL 1/S-551
(2) 18-IN DIA DIP DISCHARGE
PIPE INV=7.13
24-IN DIA 90° STANDARD
ELBOW, HDPE
36-IN RCP SD PIPE
INV=0.75
16' Ø DIA PRECAST SUMP PUMP VAULT
(3) 5400 GPM PUMPS
RIM=12.67
INV=-10.33
SEE VAULT DETAIL 2/S-551
36-IN HDPE SPOOL WITH
18-IN BRANCHES SEE
DETAIL 1/M-301
(3) 18-IN DIP TO HDPE ADAPTOR
COUPLING
(3) 18-IN DIP DISCHARGE PIPE
INV=8.19
PROPOSED OUTLET
PIPE ASSEMBLY
SEE M-501
INV 16.0
PUMP RAIL ASSEMBLY, TYP X3
(3) 18-IN CHAIN OPERATED
PLUG VALVE
(3) 18-IN CHECK VALVE
(2) 18-IN CHAIN OPERATED PLUG VALVE
(2) 18-IN CHECK VALVE
(2) 5400 GPM
SUBMERSIBLE SEWAGE
PUMP. LIFT ROPE/CHAIN
AND ELECTRICAL CABLE
NOT SHOWN.
ELECTRICAL CONDUIT
PENETRATION
STAINLESS STEEL SWITCH CHAIN
EQUIPMENT HATCH -
SEE DETAIL 1/S-551
(2) PUMP RAIL ASSEMBLY
ELECTRICAL
CONDUIT PENETRATION
HIGH-HIGH LEVEL
ALARM FLOAT SWITCH
EL = 9.42
STAINLESS FLOAT SWITCH CHAIN
LOW-LOW LEVEL
ALARM/TRIP FLOAT SWITCH,
SEE NOTE 6
(3) 5400 GPM SUBMERSIBLE
SEWAGE PUMP. LIFT ROPE/CHAIN
AND ELECTRICAL CABLE NOT
SHOWN.
4-IN DIA. AIR VENT,
SEE M-141 FOR ROUTING
PRESSURE TRANSDUCER, STILLING
WELL NOT SHOWN FOR CLARITY
EXTERIOR SD LIFT STATION
INTERIOR SD LIFT STATION
(2) 4-IN DIA. AIR VENT,
SEE M-141 FOR
ROUTING
(1) 2" NPT THREADED TAP
(1) 2" CLASS 150 BALL VALVE WITH
HANDLE, LOCKABLE IN OPEN AND
CLOSED POSITION
(1) 2" QUICK COUPLER MALE END
(1) 2" CAM-LOK QUICK COUPLER
FEMALE CAP TYP TO EACH PUMP
DISCHARGE PIPE FOR DRAINING
36-IN RCP SD PIPE
INV=0.75
30-IN RCP SD PIPE
INV=-1.45
(2) 4-IN DIA VENT PIPE -
SEE DETAILS 1 & 2/M-301
4-IN DIA VENT PIPE -
SEE DETAIL 3/M-301
PLAN - INTERIOR SD LIFT STATION PLAN - EXTERIOR SD LIFT STATION
3" = 1' 3" = 1'
FG = 12.67
FG = 12.31
18-IN DIP TO HDPE
TRANSITION - SEE
SECTION A
18-IN DIP TO HDPE TRANSITION -
SEE SECTION A
BARRIER WALL - SEE
DETAIL 13/C-301
ACCESS HATCH -
SEE DETAIL 1/S-551
LADDER, TYP. SEE S-551
INV - 7.58
SEE NOTE 3
(2) MECHANICAL COUPLING
36-IN DIA LONG
RADIUS ELBOW
(3) MECHANICAL COUPLING
SEE NOTE 3
ACCESS HATCH - SEE DETAIL 2/S-551
CONCRETE
EQUIPMENT PAD -
SEE DETAIL 2/C-503
INV -10.33
HATCHES - SEE DETAIL 1/S-551
HATCHES - SEE S-551
CONCRETE EQUIPMENT
PAD - SEE DETAIL 2/C-503
NOTES:
1. LIFT STATION IS A PACKAGED SYSTEM
TO BE SUBMITTED TO THE COUNTY FOR
APPROVAL PRIOR TO PURCHASE. SEE
SECTION 22 13 33 OF THE
SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
2. PUMPS, DISCHARGE PIPING LINE-UP, AND
GUIDE RAIL SYSTEM CONFIGURATIONS
ARE APPROXIMATE AND SUBJECT TO
CHANGE BASED ON CONTRACTOR
SUBMITTAL.
3. EQUIPMENT TO BE ANCHORED BY
CHEMICAL (EPOXY) ANCHORS.
ANCHORAGE DETAILS TO BE DESIGNED
BY CONTRACTOR AND SUBMITTED TO
THE COUNTY FOR REVIEW AND
APPROVAL.
4. SUMP DEPTH SUBJECT TO CHANGE
BASED ON CONTRACTOR SUBMITTAL.
5. PIPE SUPPORTS AND HANGERS TO BE
DESIGNED AND STAMPED BY LICENSED
PROFESSIONAL ENGINEER AND
SUBMITTED BY THE CONTRACTOR TO
THE COUNTY FOR REVIEW AND
APPROVAL.
6. LOW-LEVEL FLOAT SWITCH ELEVATION
PER PUMP MANUFACTURERS
RECOMMENDED MINIMUM
SUBMERGENCE.
7. CONTRACTOR SHALL VERIFY THE SS
LOCATION PRIOR TO EXCAVATIONS AND
VAULT CONSTRUCTION. BASED ON SS
AS-BUILD INFORMATION, THE ESTIMATED
CLEARANCE IS 1.19 FEET. CONTRACTOR
SHALL FIELD VERIFY THE LOCATION OF
THE EXISTING SS LINE AND ABILITY TO
MAINTAIN MINIMUM CLEARANCE PRIOR
TO ORDERING PREPACKAGED LIFT
STATION. SEE SEWER BYPASS NOTES ON
C-242.
4-IN LEVEL TRANSDUCER -
SEE DETAIL 4/M-321
4-IN LEVEL TRANSDUCER -
SEE DETAIL 4/M-321
18-IN DIA HDPE
DISCHARGER PIPES
36-IN AWWA C207 CLASS D
FLANGE JOINT
24-IN DIA HDPE
24-IN AWWA C207
CLASS D FLANGE
JOINT
(2) 18-IN DIA HDPE DISCHARGE
PIPES
PACKAGED LIFT
STATION CONNECTION
(2) GARLOCK LINK-SEAL
SEE DETAIL 5/M-321
HIGH - HIGH LEVEL
ALARM FLOAT SWITCH
EL = 9.05
LOW-LOW LEVEL
ALARM/TRIP FLOAT SWITCH,
SEE NOTE 6
(2) 18X12 DIP ECC REDUCER
(3) 18X12 DIP ECC REDUCER
PACKAGED LIFT
STATION CONNECTION
(3) GARLOCK LINK-SEAL
SEE DETAIL 5/M-321
TYP X5
PRESSURE TRANSDUCER,
STILLING WELL NOT SHOWN
FOR CLARITY
EXISTING
GROUND
A M-141
INTERIOR & EXTERIOR DRAINAGE SUMPS
GENERAL ARRANGEMENT SCHEMATIC SECTION
3"=1'
FG = 12.31
INV - 7.58
EX 24" VCP SS
INV EL 0.16
(SEE NOTES)
12" OD TO
OD MIN CLR
B M-141
SECTION - INTERIOR SD LIFT STATION
3"=1'
SEPTEMBER 29, 2025
1 02/23/2026 SANITARY SEWER
REVISION
TEL
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1943400-190824.01
SEPTEMBER 29, 2025
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless and defended from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents.
In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.
Mead and Hunt, Inc.
180 Promenade Circle, Suite 240 Sacramento, CA 95834 phone: 916-971-3961 meadhunt.com
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VOLUME 1
09/29/2025 ISSUED FOR
CONSTRUCTION
NOTES:
1. INTERCEPT EXISTING STANDBY 500KW GENERATOR CONDUIT
AT ELECTRICAL BOX WHERE CONDUIT TRANSITIONS TO
ABOVE GROUND. PULL CONDUCTORS ALL THE WAY BACK TO
SALLY PORT GENERATOR.
2. CONTRACTOR TO INSTALL NEW TERMINAL JUNCTION BOX
AND ROUTE NEW CONDUIT AND CONDUCTORS TO NEW PUMP
STATION MCC.
3. INSTALL NEW CONDUCTORS IN EXISTING ABOVE GROUND
CONDUIT TO EXISTING 500KW GENERATOR.
4. CONTRACTOR TO FIELD ROUTE NEW LIFT STATION LIGHTING
TO SPARE CIRCUIT BREAKER IN CO-GEN PANEL LP-3.
CONTRACTOR TO FIELD ROUTE USING EXISTING CONDUIT
AND WIRE WAYS WITHIN CO-GEN PLANT.
5. CONTRACTOR TO AVOID PARALLEL RUNS OVER EXISTING
UNDERGROUND UTILITY LINES WHEN ROUTING ELECTRICAL
CONDUITS.
EXISTING 500KVA
GENERATOR IN
SALLY PORT
12kV SWITCHGEAR VAULT
TJB-1,
NOTE 2
SEE SHEET E-112 FOR ENLARGED
PUMP STATION VIEW
SEE SHEET E-114 FOR ENLARGED
CO-GEN PUMP VIEW
SEE SHEET E-113 FOR ENLARGED
CO-GEN PLANT VIEW
00 20 40
KEY MAP
NEW LIFT STATION
MCCNOTE 1
PANEL LP-3,
NOTE 4
CO-GEN LIFT STATION
SWP #9
CO-GEN BUILDING
P116
EX. MCC-1
EX. CO-GEN
SWBD
P100
P101
P101
P100
NOTE 3
1 02/23/2026 SANITARY SEWER
REVISION
2/23/2026
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1943400-190824.01
SEPTEMBER 29, 2025
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless and defended from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents.
In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.
Mead and Hunt, Inc.
180 Promenade Circle, Suite 240 Sacramento, CA 95834 phone: 916-971-3961 meadhunt.com
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VOLUME 1
09/29/2025 ISSUED FOR
CONSTRUCTION
DELA
WARE STREET
U N
IO
N
A
VE
. C R
EE
K
EXISTING
SWP #6
EXISTING
SWP #7
NEW
SWP #8
NOTES:
1. CONTRACTOR TO VERIFY AND FIELD ROUTE CONDUIT FOR SWP #6, SWP #7,
AND SWP #8. CONTRACTOR TO REUSE EXISTING CONDUIT WHERE POSSIBLE.
2. INTERIOR AND EXTERIOR LIFT STATION POWER AND CONTROL CONDUITS TO
BE PROVIDED BY MANUFACTURER. CONTRACTORS TO COORDINATE WITH
MANUFACTURER FOR ALL FIELD WIRING REQUIRED FOR CONNECTION
BETWEEN LOCAL CONTROLLER AND PUMP INSTRUMENTS.
3. CONDUIT PENETRATION INTO SUMP AREAS TO BE INSTALLED PER
MANUFACTURER RECOMMENDATIONS OR REQUIREMENTS.
4. CONTRACTOR TO INSTALL POWER INTO SUMP AREAS PER MANUFACTURER
RECOMMENDATIONS OR REQUIREMENTS.
5. SEE E-501, DETAIL 3 FOR MODULAR SUPPORT RACK. JUNCTION BOXES AND
CONTROL PANELS TO BE MOUNTED ABOVE STORM WATER LEVEL.
6. CONTRACTOR TO SPLICE MANUFACTURER PROVIDED LIFT STATION CABLES
AT LOCAL JUNCTION BOX AND FIELD ROUTE TO MCC. JUNCTION BOXES TO
BE NEMA 4X RATED AND BOTTOM OF JUNCTION BOX TO BE MINIMUM 3.5'
ABOVE GROUND.
7. CONDUITS TO BE ROUTED DEEP UNDERGROUND AND GO BELOW THE 24"
DISCHARGE PIPE. CONDUIT TO CONNECT TO EXTERIOR SIDE HANDHOLE.
8. CONDUIT TO TRANSITION TO ABOVE GROUND AND FOLLOW EXISTING ABOVE
GROUND CONDUIT ALONG EXISTING LIFTSTATION WALL.
9. SEE SHEET E-118 FOR CONDUIT & CONDUCTOR SCHEDULE.
10. CONTRACTOR TO AVOID PARALLEL RUNS OVER EXISTING UNDERGROUND
UTILITY LINES WHEN ROUTING ELECTRICAL CONDUITS.
26' x 2' MCC ON CONCRETE PAD
SEE DETAIL 26/S-505 4'
FLOATS,
NOTE 3
SWP #3
SWP #4
SWP #5
SWP #1
SEE E-113 FOR
CONTINUATION
SEE E-111 FOR
CONTINUATION
EXISTING MCC TO
BE DEMOLISHED
FLOATS
NOTE 3
FLOATS
NOTE 3
00 5 10
C126
PROVIDED BY
MANUFACTURER
P101
C132
C125
P100, P116, C129, C130
C127
P104, P105, P106, C122, C126
PROVIDED BY
MANUFACTURER
TJB-3,
NOTE 6
TJB-2,
NOTE 6
COUNTY PUMP STATION
CONTROLLER
EXTERIOR LS
CONTROLLER
INTERIOR LS
CONTROLLER
NOTE 7
NOTE 8
36"x36" BOX
24"x36"
BOX
24"x36"
BOX
KEY MAP
MCC PANELS, E-021
P101
P101
SWP #2
24"x36"
BOX
24"x36"
BOX
NEW LIFT STATION MCC
NEW EXTERIOR LIFT STATION
NEW INTERIOR LIFT STATION
EXISTING COUNTY PUMP STATION OUTFALL
EXISTING ATS TO
BE DEMOLISHED
TJB-4,
NOTE 6
P116
EXISTING COUNTY PUMP STATION
P112, C117, C121, C130, C131
P112, C117, C130, C131
P100, P112, P116, C117, C129, C131
C121
P112, C117, C121, C130, C131
P102, P103
PROVIDED BY
MANUFACTURER
P104, P105, P106, P116
P113, C118, C131
P114, C119
P107, P108, P109
P104, P105, P106, P116
C122, C126
P107, P108, P109
P114, C119
C123
P113, C118, C131
P104, P105, P106 P107, P108, P109 P113, P114, P116, C118, C119, C131
1 02/23/2026 SANITARY SEWER
REVISION
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1943400-190824.01
SEPTEMBER 29, 2025
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless and defended from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents.
In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.
Mead and Hunt, Inc.
180 Promenade Circle, Suite 240 Sacramento, CA 95834 phone: 916-971-3961 meadhunt.com
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VOLUME 1
09/29/2025 ISSUED FOR
CONSTRUCTION
00 5 10
MCC 1
SECTION 3
CO-GEN BUILDING
EXTERIOR WALL
SEE E-114 FOR
CONTINUATION
NOTE 2
SEE E-112 FOR
CONTINUATION
P110, C133
P110
P116
C129, C130
P100
P100, P116, C129, C130
P100, P116, C129, C130
NOTES:
1. CONTRACTOR TO PENETRATE INTO COGEN
BUILDING AND FIELD ROUTE USING
EXISTING CONDUIT AND WIRE WAYS IN
COGEN PLANT. CONTRACTOR TO
COORDINATE PENETRATION WITH COUNTY.
2. CONTRACTOR TO TRANSITION CONDUIT TO
ABOVE GROUND AND PENETRATE EXTERIOR
WALL. CONDUIT TO BE ROUTED ADJACENT
TO EXISTING CONDUIT RUNS IN CEILING.
3. LIFT STATION LIGHTING TO CONNECT PANEL
LP-3, CIRCUITS 8 & 10. SEE SHEET E-111 FOR
PANEL LOCATION.
4. SEE SHEET E-118 FOR CONDUIT &
CONDUCTOR SCHEDULE.
5. CONTRACTOR TO AVOID PARALLEL RUNS
OVER EXISTING UNDERGROUND UTILITY
LINES WHEN ROUTING ELECTRICAL
CONDUITS.
NOTE 2
NOTE 3
C129, C130, C133
C133
C124, C125, C128
ROUTE BACNET CABLE TO
PANEL ON EAST WALL OF
CONTROL ROOM 104 FOR
BMS TIE-IN
24"x36"
BOX
KEY MAP
SEE E-111 FOR
CONTINUATION
EXISTING CO-GEN
SWITCHBOARD,
SECTION 3
1 02/23/2026 SANITARY SEWER
REVISION
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2/
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3:
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PM
1943400-190824.01
SEPTEMBER 29, 2025
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless and defended from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents.
In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.
Mead and Hunt, Inc.
180 Promenade Circle, Suite 240 Sacramento, CA 95834 phone: 916-971-3961 meadhunt.com
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VOLUME 1
09/29/2025 ISSUED FOR
CONSTRUCTION
COMBINATION POWER AND CONTROL CABINET
SEE E-501, DETAIL 3 FOR MOUNTING
SWP #9
FLOATS
AND LEVEL
TRANSDUCER
C128
P111, C124
P110, C133
SEE E-113 FOR
CONTINUATION
00 5 10
P110, C133
17"x30"
CHRISTY BOX
KEY MAP
NOTES:
1. SEE E-501, DETAIL 3 FOR MODULAR
SUPPORT RACK. JUNCTION BOXES AND
CONTROL PANELS TO BE MOUNTED ABOVE
STORM WATER LEVEL.
2. SEE SHEET E-118 FOR CONDUIT &
CONDUCTOR SCHEDULE.
3. CONTRACTOR TO AVOID PARALLEL RUNS
OVER EXISTING UNDERGROUND UTILITY
LINES WHEN ROUTING ELECTRICAL
CONDUITS.
NOTE 5
NEW CO-GEN LIFT STATION
1 02/23/2026 SANITARY SEWER
REVISION
AREA LITE
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1943400-190824.01
SEPTEMBER 29, 2025
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SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless and defended from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents.
In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.
Mead and Hunt, Inc.
180 Promenade Circle, Suite 240 Sacramento, CA 95834 phone: 916-971-3961 meadhunt.com
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VOLUME 1
09/29/2025 ISSUED FOR
CONSTRUCTION
EXISTING PANEL
HIA
GENERAL ELECTRICAL NOTES
1. CONTRACTOR TO COORDINATE WITH
COUNTY FOR EXACT ROUTING PATH.
2. CONTRACTOR TO INSTALL LIGHTING
CONTROLS AND RELAY CONTACTS AS
REQUIRED FOR NEW LIGHTS AND
CONNECT TO BMS. CONTRACTOR TO
COORDINATE WITH COUNTY FOR
PROGRAMMING REQUIREMENTS.
3. LUMINAIRE CONDUIT SHALL BE 1"
CONDUIT WITH ONE 10 AWG LIVE WIRE,
ONE 10 AWG NEUTRAL WIRE, AND ONE
10 AWG GROUND WIRE.
4. SEE E-212 DETAIL 2 FOR LUMINAIRE
SCHEDULE.
5. SEE DETAIL 5 ON SHEET E-501 FOR
LIGHT POLE HEIGHT.
6. CONTRACTOR TO AVOID PARALLEL
RUNS OVER EXISTING UNDERGROUND
UTILITY LINES WHEN ROUTING
ELECTRICAL CONDUITS.
C
KEY ELECTRICAL NOTES
CONTRACTOR TO INSTALL CONDUIT TO
PANEL H1A AND NEW 20 AMP, 1 PHASE
CIRCUIT BREAKER. CIRCUIT BREAKER
SHALL MATCH EXISTING PANELBOARD
MANUFACTURER, MODEL, & AIC RATING.
CONTRACTOR TO ROUTE CONDUIT
FROM EXTERIOR WALL, DOWN THE
HALLWAY AND TO ELECTRICAL ROOM.
CONTRACTOR TO FIELD ROUTE
CONDUIT CONCEALED AND ABOVE THE
CEILING.
CONTRACTOR TO INSTALL CONDUIT
UNDERGROUND TO COURTHOUSE
EXTERIOR BUILDING. ROUTE CONDUIT
UP EXTERIOR OF WALL TO CEILING
HEIGHT AND PENETRATE. INSTALL
WEATHER SEAL AROUND CONDUIT.
ELECTRICAL
ROOM
HALLWAY
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KEY MAP
12"x12"
BOX
11"x17"
TRAFFIC
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11"x17"
TRAFFIC
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11"x17"
TRAFFIC
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11"x17"
TRAFFIC
RATED D
B B
A
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A
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B B
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TRAFFIC
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1 02/23/2026 SANITARY SEWER
REVISION
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