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

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48" R

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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

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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

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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

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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

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SD

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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

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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

EE

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

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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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OFF: 22.49'

N: 1851841.8005 E: 6550080.2731

D

CO

SD

SD

W W

SS

SS

D

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E

HH

HH

HH

HH

HH

C-242

ENLARGED PLAN -

MEMORIAL AND

MATERIALS USE AREAS

SRS

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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

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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

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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

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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

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

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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

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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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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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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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2/

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1943400-190824.01

SEPTEMBER 29, 2025

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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

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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TRAFFIC

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1 02/23/2026 SANITARY SEWER

REVISION

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