20260811_Revision_3_Asset_Protection_Volume_1_Approved.pdf

G-002

GENERAL NOTES AND

SHEET INDEX

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1943400-190824.01

SEPTEMBER 29, 2026

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

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.

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

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

G-061 PAINTING AND COATING SCHEDULE

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 - LIFTSTATION MCC

E-012 SINGLE LINE DIAGRAM - COGEN DEMO

E-013 SINGLE LINE DIAGRAM - COGEN NEW

E-021 LIFT STATION MCC LAYOUT AND SCHEDULE

E-022 MOTOR CONTROL DIAGRAMS

E-023A LIFT STATION PUMP CONTROL

E-023B LIFT STATION PUMP CONTROL

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 1 OF 3

E-116 P&ID LIFT STATION 2 OF 3

E-117 P&ID LIFT STATION 3 OF 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

Sheet Files: LANDSCAPING

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

8/11/2026

07/17/2026 RFI 42

08/11/2026 RFI 22

8/13/26: Reviewed for Revision 3/RFI 22 only.

-All bolts installed in concrete -Structural Masonry -Reinforcing steel placement -See Volume 1 sheet S-002

City of Fairfield

Fairfield-Suisun Sewer District

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PLAN - PUMP STATION

AND STORM

DRAINAGE VAULTS

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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

2 07/17/2026 RFI 42

3 08/11/2026 RFI 22

EXISTING OUTFALL

PROPOSED

FENCE

00 5 10

16' Ø PRECAST SUMP

PUMP VAULT

SEE DETAIL 2/S-551

PROPERTY

LIMIT, TYP

(3) 5400 GPM

SUBMERSIBLE

PUMPS

EXISTING

30-IN PIPE

DELA

WARE STREET

U N

IO

N

A

VE

. C R

EE

K

48-IN Ø RCP

EXISTING

30-IN RCP

PIPE

96-IN SD MH

36-IN Ø RCP

WALL AT PIPE

INTERSECTION

SEE DETAIL 13/C-301

EXISTING PUMP

STATION

2' x 2' SD

GRATE

12-IN Ø

RCP

M-301

18-IN DIP

DISCHARGE

PIPE, TYP

SPOILS AREA - SEE C-144

AND S-553 FOR DETAILS

MOTOR CONTROL CENTER - SEE ELECTRICAL DRAWINGS

CONCRETE

EQUIPMENT PAD -

SEE DETAIL 2/C-503

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.

5. FURNISH AND INSTALL THREE EACH NEW PUMP

COLUMNS, NEW FORMED SUCTION INTAKES, AND

NEW FLYGT PL7030-655 AXIAL FLOW COLUMN

PUMPS AND APPURTENANCES ACCORDING TO

XYLEM QUOTE #2026-FFB-0330 DATED 8/7/2026.

NEW AXIAL FLOW PUMP

ASSEMBLIES, SEE NOTE 5

A M-

1EX 24" VCP SS

(SEE NOTES)

SEPTEMBER 29, 2026

A M-

FOUNDATION SEE

DETAIL X/S-XXX

08/11/2026

02/23/2026 SANITARY SEWER

REVISION

M-301

PLAN AND SECTIONS -

PUMP STATION

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SEPTEMBER 29, 2026

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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

2 07/17/2026 RFI 42

3 08/11/2026 RFI 22

EXISTING

30-IN SD PIPE

INV=-1.94

B

FLUME

INV EL = 11.6

TOP OF GRATING

INV EL = 16.0

TOP OF CONCRETE

INV EL = 12.6

NEW AXIAL PUMP

COLUMN, TYP X 3

NEW OUTLET

PIPE ASSEMBLY

SEE M-501

NOTES:

1. HDPE DISCHARGE PIPING, BIFURCATION, TRIFURCATION, AND NEW STEEL OUTLET PIPE

DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO SUBMIT PIPING LAYOUT AND

FABRICATION DETAILS TO COUNTY FOR APPROVAL PRIOR TO FABRICATION. SEE SECTION

33 40 00 OF THE SPECIFICATIONS.

2. CONTRACTOR TO FIELD VERIFY DIMENSIONS OF EXISTING STRUCTURES.

18-IN DIA HDPE

DISCHARGE PIPES

36-IN DIA HDPE

LONG RADIUS

ELBOW

36-IN x 18-IN HDPE

REDUCER

36-IN HDPE SPOOL WITH

18-IN BRANCHES

INSTALL NEW PUMP

CANS AND NEW AXIAL

COLUMN PUMPS

BAR GRATING NOT

SHOWN FOR CLARITY

18-IN DIA HDPE

DISCHARGE PIPES

NEW OUTLET

PIPE ASSEMBLY

SEE M-501

EXISTING

30-IN DIA RCP

PIPE

PROVIDE FLEX MECH COUPLERS

TO CONNECT 18-IN DIP TO HDPE

AT SUMP WALL, TYP. SEE

SECTION A/M-311

EXISTING PUMP

STATION

AIR VENT, GALV SCH 40

PIPE, WITH STAINLESS

STEEL EXCLUSION

SCREEN IN OUTLET

STANDARD PIPE

STRAP

SPACER BLOCK

MIN 2-INCH

D

ES

IG

N

ED

M

AX

W

SE

1-

FT

1-5/8 METAL STRUT

DOUBLE CHANNEL, TYP

UNISTRUT PIPE

CLIP, TYP.

2'

D

ES

IG

N

ED

M

AX

W

SE

1' -6

9"

1' -3

3"

PIPE/STRUT FRAME

CAST-IN-PLACE

EQ

EQ

4-IN AIR VENT, TYP 2-PLACES

SEE DETAIL 2/M-301

4-IN LEVEL

TRANSDUCER WELL -

SEE DETAIL 4/M-321

EQ SPACED

AS REQUIRED

D

ES

IG

N

ED

M

AX

W

SE

1'

1-1/4 GALVANIZED

PIPE, TYP

AIR VENT, GALV SCH

40 PIPE, WITH

STAINLESS STEEL

EXCLUSION SCREEN IN

OUTLET

6"

UNISTRUT PIPE

CLAMP, TYP X2

A

SECTION A-A

A

SECTION A-A

36-IN HDPE PIPE FLANGE

(QTY 3), DIMENSIONS AND

BOLT PATTERN TO AWWA

C207 CLASS D

32-IN AWWA C207

CLASS D FLANGE

COUNTY PUMP STATION

1"=5'

M-141

COUNTY PUMP STATION

1"=5'

B

M-311

AIR VENT - STRUCTURE MOUNT DETAIL

1"=1'

M-311

AIR VENT - WALL MOUNT DETAIL

1"=1'

C M-311

NEW FLAP GATES

SEE M-502 AND M-503

NEW CONCRETE

FOUNDATION

SEE DETAIL X/S-5XX

REMOVE AND

REINSTALL

EXISTING BAR

SCREEN

NEW STAINLESS

STEEL FLASH BOARD

SEE DETAIL 1/S-554

NEW FLAP GATE, TYP X3

SEE M-502 AND M-503

SEE DETAIL X/S-554 FOR

MOUNTING BRACKET

DETAILS.

NEW FORMED SUCTION

INTAKE, TYP X3

08/11/2026

M-311

SECTIONS - INTERIOR

AND EXTERIOR

STORM DRAINAGE

VAULTS

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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

2 07/17/2026 RFI 42

3 08/11/2026 RFI 22

EX GROUND

EL VARIES

EQUIPMENT HATCH - SEE DETAIL 2/S-551

UNION AVENUE

CREEK DESIGN

WSEL=14.0'

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

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.

PRESSURE TRANSDUCER, STILLING

WELL NOT SHOWN FOR CLARITY

EXTERIOR SD LIFT STATION

(2) 4-IN DIA. AIR VENT,

SEE M-141 FOR

ROUTING

36-IN RCP SD PIPE

INV=0.75

(2) 4-IN DIA VENT PIPE -

SEE DETAILS 1 & 2/M-301

PLAN - EXTERIOR SD LIFT STATION

3" = 1'

FG = 12.67

18-IN DIP TO HDPE TRANSITION -

SEE SECTION A

BARRIER WALL - SEE

DETAIL 13/C-301

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 S-551

CONCRETE EQUIPMENT

PAD - SEE DETAIL 2/C-503

4-IN LEVEL TRANSDUCER -

SEE DETAIL 4/M-321

18-IN DIA HDPE

DISCHARGER PIPES

36-IN AWWA C207 CLASS D

FLANGE JOINT

32-IN AWWA C207

CLASS D FLANGE

JOINT

(3) 18X12 DIP ECC REDUCER

PACKAGED LIFT

STATION CONNECTION

(3) GARLOCK LINK-SEAL

SEE DETAIL 5/M-321

EXISTING

GROUND

A M-141

INTERIOR & EXTERIOR DRAINAGE SUMPS

GENERAL ARRANGEMENT SCHEMATIC SECTION

3"=1'

SEPTEMBER 29, 2026

C M-301

CLAY STREET PUMP STATION

SUMP PUMP PIPING ARRANGEMENT SECTION

3"=1'

4 NPS SCH 40 STEEL

DISCHARGE PIPE

4 NPS SWING CHECK

VALVE

NEW END SUCTION SUMP

PUMP

6 NPS SCH 40 STEEL

SUCTION PIPE

08/11/2026

M-501

ASSEMBLY - OUTLET

PIPE

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1943400-190824.01

SEPTEMBER 29, 2026

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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

2 07/17/2026 RFI 42

3 08/11/2026 RFI 22

NEW OUTLET PIPE1 1"=1'

32-IN STEEL PIPE WELDMENT

OUTLET PIPE

GRATING ASSEMBLY

32-IN AWWA C207

CLASS D FLANGE

36-IN AWWA C207 CLASS

D FLANGE

32-IN AWWA C207,

CLASS D FLANGE, TYP

32-IN x 36-IN

CONCENTRIC

REDUCER

32-IN STANDARD 90°

ELBOW, TYP

32-IN STEEL PIPE WITH CUT

WINDOW. ALL CORNERS TO BE

ROUNDED, MIN RADIUS OF 3-IN.

SEE NOTE 4

1-1/8 IN ASTM A193 B8S ROUND

BAR. THREAD BOTH ENDS WITH

A194 B8 NUTS, TYP. SEE NOTE 3

3 x 3 x 38 L WELDED

TO 32-IN PIPE

NOTES:

1. CONTRACTOR TO SUBMIT FABRICATION DRAWINGS TO COUNTY FOR

APPROVAL PRIOR TO COMMENCING WORK. SEE SECTION 33 40 00 OF

THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

2. DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD

VERIFY ALL EXISTING STRUCTURES.

3. MINIMUM BAR SPACING 3 INCHES. BARS TO BE DESIGNED TO ALLOW

REMOVAL/INSTALLATION WITHOUT DISASSEMBLY OF PIPE FLANGES.

4. CENTER SECTION TO BE JOINED WITH BOLTED FLANGES TO ALLOW

ROTATION OF THE WINDOW AFTER ASSEMBLY.

5. OUTLET PIPE FABRICATION TO BE WELDED, COATED, AND LINED IN

ACCORDANCE WITH SPECIFICATION REQUIREMENTS. SEE NOTE 1.

32-IN BLIND FLANGE

08/11/2026

HANDHOLE

MANHOLE

H

J

M

UNDERGROUND CONDUIT

ABOVEGROUND CONDUIT

JUNCTION BOX

CONCEALED CONDUIT IN CEILING OR WALL

WIREWAY, SIZE AND TYPE AS INDICATED ON DRAWINGS

CABLE TRAY, SIZE AND TYPE AS INDICATED ON DRAWINGS

UNDERFLOOR DUCT

DISTRIBUTION TRANSFORMER FOR NON-LINEAR LOADS

WALL MOUNTED LIGHTING AND POWER TRANSFORMER-DRY TYPE

GENERAL LIGHTING AND POWER TRANSFORMER-DRY TYPE

1. THE INFORMATION SHOWN IS BASED ON EXISTING DRAWINGS AND SITE

OBSERVATIONS TO ASSIST CONTRACTOR IN BIDDING. THE ELECTRICAL

DRAWINGS INDICATE EXISTING ELECTRICAL ITEMS TO BE REMOVED.

THE DRAWINGS ARE INTENDED TO INDICATE THE SCOPE OF WORK

REQUIRED AND DO NOT INDICATE EVERY BOX, CONDUIT, OR WIRE THAT

MUST BE REMOVED. THE CONTRACTOR SHALL VISIT THE SITE PRIOR

TO SUBMITTING A BID AND VERIFY EXISTING CONDITIONS. REFER TO

SPECIFICATION SECTION 26 05 00 FOR ADDITIONAL REQUIREMENTS FOR

COMMON WORK.

2. DASHED WALLS ON THE FLOOR PLANS INDICATE EXISTING WALLS

BEING DEMOLISHED. REFER TO THE ARCHITECTURAL DEMOLITION

PLANS FOR THE EXACT EXTENT OF WORK REQUIRED BY THIS PROJECT.

REMOVE ALL DEVICES ON DASHED WALLS NOT SHOWN ON THE

CONTRACT DRAWINGS. REFER TO DEMOLITION DRAWINGS OF OTHER

TRADES. WHERE MOTORS CONTROL PANELS, AND OTHER LOADS OR

APPARATUS THAT HAVE ELECTRICAL CONNECTION ARE BEING

REMOVED, INCLUDE DISCONNECTION AND REMOVAL OF ALL

ASSOCIATED CONDUIT, WIRING, ETC.

3. ELECTRICAL ITEMS (i.e., LIGHTING FIXTURES, PANELBOARDS, DISCONNECTS, MOTOR CONTROLLERS , ETC.) REMOVED AND NOT

RELOCATED REMAIN THE PROPERTY OF THE OWNER AND SHALL BE

TURNED OVER TO THE OWNER IN A STORAGE AREA TO BE DESIGNATED

BY THE OWNER. EQUIPMENT BEING REMOVED SHALL BE HANDLED SO

AS NOT TO FURTHER REDUCE ITS VALUE TO THE OWNER. THE

CONTRACTOR SHALL DISPOSE OF MATERIAL THE OWNER DOES NOT

WANT TO REUSE OR RETAIN FOR MAINTENANCE PURPOSES.

4. WHERE LIGHTS, SWITCHES, RECEPTACLES, ETC., ARE BEING REMOVED

ALL ASSOCIATED CONDUIT AND WIRE BACK TO THE PANELBOARD OR

FEEDER JUNCTION BOX SERVING THE DEVICE SHALL ALSO BE

REMOVED, UNLESS THE CONDUIT CAN BE REUSED FOR NEW

CONDUCTORS. THE CONTRACTOR SHALL DISPOSE OF MATERIAL THE

OWNER DOES NOT WANT TO REUSE OR RETAIN FOR MAINTENANCE

PURPOSES.

5. ALL BOXES THAT REMAIN IN PLACE IN EXISTING MASONRY WALLS THAT

ARE TO REMAIN SHALL BE PROVIDED WITH A BLANK COVERPLATE.

REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS

ASSOCIATED WITH TYPE AND ATTACHMENT.

6. ALL CONDUIT SHALL BE REMOVED WHERE WALLS ARE BEING REMOVED.

WHERE CONDUIT IS IN THE CONCRETE SLAB, CUT OFF FLUSH, PULL OUT

WIRE, AND PLUG. WHERE CONDUIT IS RUN EXPOSED, ALL ASSOCIATED

CLAMPS, SUPPORTS, HANGERS, ETC., SHALL ALSO BE REMOVED.

CONDUIT CONCEALED IN WALL CONSTRUCTION MAY BE ABANDONED IN

PLACE IF NOT AFFECTED BY OTHER CONSTRUCTION.

7. THIS CONTRACTOR SHALL COORDINATE ALL HIS WORK, INCLUDING

PHASING WITH OTHER CONTRACTORS AT THE JOB SITE BEFORE

REMOVING EXISTING ELECTRICAL AND INSTALLING NEW ITEMS.

8. EXISTING CONDUIT IN GOOD CONDITION, MAY BE REUSED IN PLACE.

RELOCATED EXISTING CONDUIT SHALL NOT BE ALLOWED. BONDING

CONDUCTORS SHALL BE INSTALLED IN ALL REUSED CONDUIT TO

ASSURE PROPER GROUND PATH.

9. MAINTAIN CONTINUITY OF DEVICES LOCATED OUTSIDE OF

CONSTRUCTION AREA. DEVICE AND EQUIPMENT REMOVAL IN CERTAIN

LOCATIONS MAY REQUIRE THE INSTALLATION OF A JUNCTION BOX TO

RECONNECT CIRCUITS THAT REMAIN IN OPERATION. EXTEND CONDUIT

AND WIRING AS REQUIRED TO MAINTAIN POWER TO REMAINING

EQUIPMENT.

10. BALLASTS MANUFACTURED PRIOR TO 1980 CONTAIN PCBs AND SHALL

BE DISPOSED OF IN ACCORDANCE WITH SPECIFICATION 02 40 00.

11. HID AND FLUORESCENT LAMPS CONTAIN MERCURY AND SHALL BE

DISPOSED OF IN ACCORDANCE WITH SPECIFICATION 02 40 00.

12. CONTRACTOR SHALL REMOVE AND INSTALL ALL CEILING TILES AS

REQUIRED FOR THE EXECUTION OF ELECTRICAL WORK THAT IS

OUTSIDE THE CONTRACT LIMITS OF CONSTRUCTION. CONTRACTOR

SHALL REPLACE CEILING TILES WITH IDENTICAL MATERIAL WHERE

DAMAGED BY THIS CONTRACTOR.

13. PROVIDE REVISED TYPED CIRCUIT DIRECTORY IN PANELBOARDS THAT

HAVE CIRCUITS REMOVED OR ADDED CIRCUITS.

14. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO

ACCOMMODATE NEW CONSTRUCTION.

15. REMOVE EXPOSED ABANDONED CONDUIT, INCLUDING ABANDONED

CONDUIT ABOVE ACCESSIBLE CEILING FINISHES. CUT RACEWAY FLUSH

WITH WALLS AND FLOORS, PATCH SURFACES TO MATCH EXISTING.

REMOVE ALL ASSOCIATED CLAMPS, HANGERS, SUPPORTS, ETC.

ASSOCIATED WITH RACEWAY REMOVAL.

16. DISCONNECT AND REMOVE ABANDONED LUMINAIRES, INCLUDING

BRACKETS, STEMS, HANGERS, AND OTHER ACCESSORIES.

17. DISCONNECT AND REMOVE ELECTRICAL DEVICES AND EQUIPMENT

SERVING UTILIZATION EQUIPMENT THAT HAS BEEN REMOVED.

A/E

AFF

AFG

AHU

ACCU

C

ALT

CF

CHWP

DH

CUH

DO

EF

CP

DUCT HEATER

EXHAUST FAN

DOOR OPERATOR

ALTERNATE

CONDUIT

CHILLED WATER PUMP

CIRCULATION PUMP

CABINET UNIT HEATER

ARCHITECT/ENGINEER

AIR HANDLING UNIT

ABOVE FINISHED GRADE

ABOVE FINISHED FLOOR

AIR COOLED CONDENSING UNIT

CIRCULATION FAN

EMT

EWH

EWC

ETR

FA

FAF

GFI

GRS

FIRE ALARM

HD

HP

HWB

HVAC

IMC

IH

HWP

IEWH

HAND DRYER

HORSEPOWER

GWH

NL

NIC

NTS

NL/EL

SP

SF

RF

RCP

PVC

NIGHT LIGHT

NOT TO SCALE

RETURN FAN

SUPPLY FAN

RADIATE CEILING PANEL

SUMP PUMP

SS

TBR

TYP

UC

UH

VER

WFE

UNO

UG

TYPICAL

UNDERGROUND

UNIT HEATER

UNIT COOLER

TO BE REMOVED

MAU

HOT WATER PUMP

HOT WATER BOILER

HEATING, VENTILATION, AIR CONDITIONING

MAKE-UP AIR UNIT

INFRARED HEATER

POLYVINYL CHLORIDE

INTERMEDIATE METALLIC CONDUIT

INSTANTANEOUS ELECTRIC WATER HEATER

NOT IN CONTRACT

NIGHT LIGHT AND EMERGENCY LIGHT

STAINLESS STEEL

UNLESS NOTED OTHERWISE

WELDING FUME EXTRACTOR

VEHICLE EXHAUST REEL

EXISTING TO REMAIN

ELECTRICAL WATER HEATER

ELECTRICAL WATER COOLER

GROUND FAULT INTERRUPTER

GALVANIZED RIGID STEEL

GAS WATER HEATER

FORCED AIR FURNACE

ELECTRICAL METALLIC TUBING

WL

WP

4X 3R

WEATHERPROOF

WET LOCATION LISTED

NEMA 3R RATING

NEMA 4X RATING

EL EMERGENCY LIGHT

G

W

NL

PLUG-IN BUS DUCT

GROUNDING CONDUCTOR

FEEDER BUS DUCT

MOTOR CONTROL CENTER

PUSH BUTTON STATION

IWH INSTANTANEOUS WATER HEATER

SM SINGLE-MODE FIBER OPTIC CABLE

MM MULTI-MODE FIBER OPTIC CABLE

MNS MASS NOTIFICATION SYSTEM

REQ'D REQUIRED

PAD MOUNTED SWITCH

DEMOLITION GENERAL NOTES:

ELECTRICAL SYMBOL SCHEDULE

LUMINAIRE SYMBOLS

LUMINAIRE CONTROL SYMBOLS

RACEWAYS SYMBOLS

RECEPTACLE SYMBOLS FIRE ALARM SYMBOLS

MOTORS & MOTOR CONTROL SYMBOLS

SERVICE & DISTRIBUTION SYMBOLS

ABBREVIATIONS

FIRE ALARM CONTROL PANEL

FIRE ALARM PULL STATION

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM HORN

SUPERVISED FIRE ALARM HORN LOUDSPEAKER

NEW CONTROL MODULE

NEW ELECTRIC DOOR STRIKE

NEW FIRE FIGHTERS TELEPHONE

NEW FIRE FIGHTERS TELEPHONE JACK

FIRE ALARM SPEAKER

FIRE ALARM HORN/STROBE, (##) IS CANDELA RATING

FIRE ALARM SPEAKER/STROBE, (##) IS CANDELA RATING

FIRE ALARM STROBE, (##) IS CANDELA RATING

FIRE ALARM BELL

INTELLIGENT PHOTOELECTRIC SMOKE DETECTOR

INTELLIGENT PHOTOELECTRIC SMOKE DETECTOR FOR

ELEVATOR RECALL

INTELLIGENT 135F FIXED & RATE OF RISE HEAT DETECTOR

CONVENTIONAL FIXED TEMP HEAT DETECTOR,

(##) IS TEMP RATING

INTELLIGENT PHOTOELECTRIC DUCT SMOKE DETECTOR

CEILING MOUNTED FIRE ALARM STROBE,

(##) IS CANDELA RATING

CEILING MOUNTED FIRE ALARM SPEAKER/STROBE,

(##) IS CANDELA RATING

CEILING MOUNTED FIRE ALARM SPEAKER

NEW SPRINKLER FLOW SWITCH

NEW FIRE HALON PULL STATION

NEW HALON AUDIBLE ALARM

NEW HALON STROBE

NEW PRE-ACTION SOLENOID

NEW ISOLATOR MODULE

NEW MAGNETIC DOOR HOLDER

NEW MONITOR MODULE

NEW PRESSURE SWITCH

NEW REMOTE TEST SWITCH WITH INDICATOR

NEW SPRINKLER TAMPER SWITCH

FIRE SUPPRESSION SYSTEM PANEL

CABINET FOR HOLDING FIRE DEPARTMENT DOCUMENTS &

KEYS WITH INTEGRAL TAMPER SWITCH. KNOX BRAND #4400

OR APPROVED EQUAL. SEE DRAWING ##.

H

S

H

S

S

B

ER

H

H

DS

S

S

CO

H

H

MM

CM

IM

DH

ES

FS

TS

PE

PS

RTS/I

HA

HP

HS

CARBON MONOXIDE DETECTOR

CEILING MOUNTED FIRE ALARM HORN/STROBE, (##) IS

CANDELA RATING

CEILING MOUNTED FIRE ALARM HORN

FMCP

FACP

FAAP

FSS

KNOX

FIRE & MASS NOTIFICATION CONTROL PANEL

S

SS

SWBK

SWITCHES, FOR MULTI-LEVEL SWITCHING. REFER TO FLOOR PLANS

AND FIXTURE SCHEDULE FOR EXACT CONTROL INTENT.

SINGLE POLE SWITCH

PHOTO ELECTRIC CONTROL

OCCUPANCY SENSOR CEILING MOUNT

(x REPRESENTS SCHEDULE DESIGNATION)

DAYLIGHT SENSOR , SEE OCCUPANCY SENSOR SCHEDULE

ELECTRONIC TIME CLOCK

LIGHTING CONTROL PANEL

(x REPRESENTS PANEL DESIGNATION)

LIGHTING CONTACTOR

UL 924 LISTED EMERGENCY LIGHTING BYPASS

CONTROL UNIT

OS1

DS

TC

PE

LC

LCPX

PT

OCCUPANCY SENSOR BRACKET MOUNT

(x REPRESENTS SCHEDULE DESIGNATION)OSX

POWER PACK USED IN CONJUNCTION WITH OCCUPANCY

SENSORS OR DAYLIGHT SENSORS

PP

REMOTE POWER SUPPLY OR DRIVERPS

DIMMER RACKDR

DIMMER CONTROL STATION MULTI-PRESET MODULAR

DIMMING SYSTEM

D

DIMMER NOTATIONS:

ES ENTRY STATION

PS PARTITION STATION

LOW VOLTAGE SWITCH

* DENOTES SWITCH NAME, SEE LIGHTING CONTROL PANEL &

SWITCH SCHEDULE.

L

SWITCH NOTATIONS:

3 DENOTES 3-WAY SWITCH

4 DENOTES 4-WAY SWITCH

WL DENOTES WET LOCATION SWITCH

D DENOTES DIMMER SWITCH

T DENOTES TIMMER SWITCH

K DENOTES KEY SWITCH

P DENOTES PILOT SWITCH

O DENOTES OCCUPANCY SENSOR

KEYED NOTE, USED TO DESCRIBE ADDITIONAL

INFORMATION OF WORK REQUIRED, SPECIFIC TO

THE SHEET AND/OR DETAIL IT IS SHOWN WITH.

DETAIL NUMBER / SHEET NUMBER#/E-###

9.###

GENERAL SYMBOLS

PANEL DESIGNATION KEY

FLOOR

2 L N L 1

TYPE

SYSTEM/SOURCE

VOLTAGE

SEQUENCE NUMBER OR LETTER

NUMBER OR LETTER IN SEQUENCE

I.E. 1,2,3 OR A,B,C

L - 208Y/120V H - 480Y/277V

N - NORMAL BRANCH

U - UNINTERRUPTIBLE

E - EMERGENCY BRANCH (NEC 700)

X - LEGALLY REQUIRED STANDBY BRANCH (NEC 701)

O - OPTIONAL STANDBY BRANCH (NEC 702)

L - LIGHTING PANEL BOARD

D - DISTRIBUTION PANEL BOARD

P - POWER/EQUIPMENT PANEL BOARD

R - RECEPTACLE PANEL BOARD

MS - MAIN SWITCHBOARD

MCC - MOTOR CONTROL CENTER

G - GROUND FLOOR

B - BASEMENT FLOOR

1 - FIRST FLOOR

P - PENTHOUSE

M - MEZZANINE

P

DUPLEX RECEPTACLE TEXT INDICATES MOUNTING HEIGHT

CEILING MOUNTED DOUBLE DUPLEX RECEPTACLE

SPLIT WIRED DUPLEX RECEPTACLE

SIMPLEX RECEPTACLE

DOUBLE DUPLEX RECEPTACLE

WELDING RECEPTACLE

DISCONNECT/WELDING RECEPTACLE

DISCONNECT/WELDING RECEPTACLE, NEMA 4X

CEILING MOUNTED DUPLEX RECEPTACLE

SPECIAL PURPOSE RECEPTACLE, NEMA TYPE ON

DRAWING

DATA/POWER POLE

ABOVE COUNTER DUPLEX RECEPTACLE

EMERGENCY SHADING MODIFIER

C

F FLOOR BOX

P POKE THRU

C

C

60"

DENOTES SWITCH LEG FOR SWITCHED OUTLETSa

RECEPTACLE NOTATIONS:

DENOTES DEDICATED OUTLETSD

DENOTES HORIZONTALLY MOUNTED OUTLETSH

DENOTES TAMPER RESISTANT SAFETY OUTLETSTR

DENOTES WEATHER PROOF OUTLETSWP

DENOTES EXPLOSION PROOF CLASS 1 DIVISION 2 OUTLETSX2

DENOTES EXPLOSION PROOF CLASS 1 DIVISION 1 OUTLETSX1

DENOTES GROUND FAULT INTERRUPTER OUTLETSGFCI

DENOTES COMBINATION DUPLEX/USB OUTLETSUSB

DENOTES ISOLATED GROUND OUTLETSIG

DENOTES ELECTRIC WATER COOLER OUTLETSEWC

4X

POWER FACTOR CORRECTION CAPACITORPFC

GROUND ACCESS WELL

GROUND ROD

ACTIVE HARMONIC FILTERAHF

NEW PANELBOARD

EXISTING PANELBOARD

EMERGENCY POWER OFFEPO

GENERATOR ANNUNCIATOR PANELGAP

LIGHTNING ROD

GROUND RECEPTACLE

GR

SWITCHBOARD (x REPRESENTS SWITCHBOARD DESIGNATION)SWBD-x

CUSTOMER METERING

UTILITY METER SOCKET

PMS

T

M

M

T

T

VFD

SS

M

SF

SM

1 PHASE MOTOR CONNECTION

EQUIPMENT CONNECTION

3 PHASE MOTOR CONNECTION

COMBINATION MAGNETIC MOTOR CONTROLLER

MANUAL MOTOR CONTROLLER (3 PHASE)

SOLID STATE MOTOR CONTROLLER

VARIABLE FREQUENCY MOTOR CONTROLLER

MAGNETIC MOTOR CONTROLLER

NON-FUSED DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

DOUBLE THROW SWITCH

FUSED SINGLE POLE SWITCH

MOTOR RATED STARTER / DISCONNECT SWITCH

RECESSED LUMINAIRE

RECESSED TROFFER

RECESSED LINEAR

SURFACE LUMINAIRE

WALL MOUNTED EXIT SIGN

CEILING MOUNTED EXIT SIGN

SURFACE LINEAR

SURFACE COVE STRIP

PENDANT LUMINAIRE

ARROW DENOTES EXIT SIGN CHEVRON

EMERGENCY BATTERY UNIT

WALL WASH MODIFIER

EMERGENCY SHADING MODIFIER

(PARTIAL OR FULL SHADE)

PENDANT LINEAR

PENDANT INDUSTRIAL

TRACK

(# INDICATES NUMBER TRACK HEADS)

WALL BRACKET

WALL SURFACE LINEAR

WALL RECESSED LINEAR

RECESSED EMERGENCY BATTERY UNIT

A1 1Ra

LUMINAIRE TYPE

LUMINAIRE CIRCUITRY & CONTROL KEY:

LOWER CASE LETTER INDICATES SWITCHLEG CONTROL

"R" INDICATES LIGHTING CONTROL PANEL

REFER TO LIGHTING CONTROL PANEL SCHEDULE

NUMBER INDICATES BRANCH PANEL CIRCUIT NUMBER

NEW WORK BY THIS CONTRACTOR

(DARK SOLID LINE)

LINE TYPE KEY

EXISTING TO BE REMOVED BY THIS

CONTRACTOR (DARK DASHED LINE)

EXISTING TO REMAIN WORK

(THIN SOLID LINE)

NEW WORK UNDER FLOOR BY THIS

CONTRACTOR

SITE SYMBOLS

GROUND MOUNTED LIGHT

(ABOVE OR BELOW GRADE)

ELECTRIC HANDHOLE

HH HANDHOLE, GENERIC

SITE UNDERGROUND CONDUITCON

SITE REMOVED UNDERGROUND CONDUIT//CON//

SITE UNDERGROUND ELECTRICE

SITE OVERHEAD ELECTRICOHE

SITE REMOVED OVERHEAD ELECTRIC//OHE//

SITE REMOVED UNDERGROUND ELECTRIC//E//

E

E ELECTRIC MANHOLE

M ELECTRIC METER

TRANS

ELECTRIC SERVICE PANEL

ELECTRIC TRANSFORMER

ELECTRIC PEDESTAL BOX

FLOOD LIGHT POLE

BOLLARD LIGHT

DOUBLE LIGHT POLE

LIGHT POLE

POWER POLE

DOUBLE POWER POLE

POWER POLE WITH LIGHT

SURFACE METAL RACEWAY - REFER TO DRAWINGS

AND/OR SPECIFICATIONS, MOUNTED 6" ABOVE

COUNTER OR AT HEIGHT AS INDICATED.

MULTI-OUTLET RACEWAY - OUTLETS ON CENTER AS

INDICATED ON DRAWINGS AND IN THE SPECIFICATIONS,

MOUNTED 6" ABOVE COUNTER OR AT HEIGHT AS

INDICATED.

DENOTES 2'-0" LENGTH, RECEPTACLES 6" O.C.A

MULTI-OUTLET RACEWAY NOTATIONS:

DENOTES 3'-0" LENGTH, RECEPTACLES 6" O.C.B

DENOTES 6'-0" LENGTH, RECEPTACLES 6", 12", 18" OR 24" O.C.D

DENOTES X'-X" LENGTH, RECEPTACLES X" O.C.F

DENOTES 5'-0" LENGTH, RECEPTACLES 6" OR 12" O.C.C

CORD REELE

SWP STORM WATER PUMP

LSIG LONG, SHORT, INSTANTANEOUS, & GROUND FAULT TRIP

SPD SURGE PROTECTION DEVICE

RVSS REDUCED VOLTAGE SOFT STARTER

CD CONTROL DIAGRAM

NEW PUMP PROTECTION MODULEPPM

ONE-LINE SYMBOLS

N

L

E

ATO

MPR

AUTOMATIC THROW OVER

LOW VOLTAGE CIRCUIT BREAKER

CURRENT TRANSFORMER

(# DENOTES QUANTITY)

MULTI FUNCTION PROTECTIVE RELAY

DPM

DRAWOUT BREAKER WITH

CURRENT LIMITING FUSE

DRAWOUT BREAKER

LOW VOLTAGE FUSE

ST

PANELBOARD (ELEVATION VIEW)

# POTENTIAL TRANSFORMER

(# DENOTES QUANTITY)

ST

SPD

TRANSFORMER

MO

52 MEDIUM VOLTAGE DRAW-OUT CIRCUIT

BREAKER

MEDIUM VOLTAGE FUSED SWITCH

MEDIUM VOLTAGE SWITCH

MEDIUM VOLTAGE TERMINATION

N

NON-FUSED DISCONNECT SWITCH

NORMALLY CLOSED CONTACT

NORMALLY OPEN CONTACT

LA

EARTH GROUND

K# KEY INTERLOCK

LIGHTNING ARRESTORS

LOAD BREAK ELBOW

M

GF GROUND FAULT SHUNT TRIP SWITCH

GROUND FAULT SHUNT TRIP BREAKER

G C P

FUSED DISCONNECT SWITCH

GENERATOR

AUTOMATIC TRANSFER SWITCH

UNINTERRUPTIBLE POWER SUPPLY

(UPS)

UTILITY CONNECTION

DIGITAL POWER METER

METER

MOTOR OPERATOR

NEUTRAL BOND

OVERCURRENT PROTECTIVE RELAY

SHUNT TRIP

SURGE PROTECTIVE DEVICE

RS

MCS MASTER CONTROL STATION

REMOTE STATION

SWITCHBANK

SPECIAL PURPOSE CONNECTION, SEE EQUIPMENT

WIRING SCHEDULE

E-001

ELECTRICAL

SYMBOLS AND

LEGENDS

RJT

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1943400-190824.01

SEPTEMBER 29, 2026

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

2 07/17/2026 RFI 42

3 08/11/2026 RFI 22

8/11/2026

E-002

INSTRUMENT

SYMBOLS AND

LEGENDS

RJT

JCB

CZR

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\T E

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1943400-190824.01

SEPTEMBER 29, 2026

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

2 07/17/2026 RFI 42

3 08/11/2026 RFI 22

1. THIS IS A GENERAL LEGEND SHEET. SOME SYMBOLS AND

ABBREVIATIONS MAY NOT APPLY TO THIS SPECIFIC

PROJECT.

2. THE SYMBOLS SHOWN ARE GENERALLY BASED ON THE

INSTRUMENT SOCIETY OF AMERICA'S STANDARDS. SOME

ADDITIONS AND ALTERATIONS MAY HAVE BEEN MADE TO

ACCOMMODATE SPECIFIC PROJECT REQUIREMENTS.

3. SOME PROCESS ITEMS (EQUIPMENT, VALVES, LINES,

FITTINGS, ETC.) THAT ARE NOT CRITICAL FOR THE OVERALL

UNDERSTANDING OF THE INSTRUMENTATION AND CONTROL

SYSTEM FUNCTIONS ARE NOT SHOWN FOR CLARITY.

4. REFER TO THE ELECTRICAL DRAWINGS AND

SPECIFICATIONS FOR ADDITIONAL CONTROLS, INTERLOCKS

AND OTHER REQUIREMENTS FOR EQUIPMENT THAT MAY

NOT BE SUPPLIED BY THE SYSTEMS INTEGRATOR.

GENERAL NOTES:

INSTRUMENTATION & CONTROL SYMBOL SCHEDULE

ABBREVIATIONS

A AUTOMATIC

ABS ABSOLUTE

AI ANALOG INPUT

AO ANALOG OUTPUT

ALT ALTERNATE

AS AIR SUPPLY

AVG AVERAGE

CAP CAPACITANCE

CHW CHILLED WATER

CO CARBON MONOXIDE

CO2 CARBON DIOXIDE

COND CONDUCTIVITY

COR CORIOLIS

CP CONTROL PANEL

CS CONTROL STATION

DEN DENSITY

DI DIGITAL INPUT

DO DIGITAL OUTPUT

DO DISSOLVED OXYGEN

DOP DOPPLER

DP DIFFERENTIAL PRESSURE

DW DRINKING WATER

ETR EXISTING TO REMAIN

FC FAIL CLOSED

FO FAIL OPEN

GC GAS CHROMATOGRAPH

GWR GUIDED WAVE RADAR

H HAND

H2S HYDROGEN SULFIDE

H2O WATER

HMI HUMAN MACHINE INTERFACE

HOA HAND - OFF - AUTO

HP HORSEPOWER

IR INFRARED

L LOCAL

LC LIQUID CHROMATOGRAPH

LC LOAD CELL

LEL LOWER EXPLOSIVE LIMIT

LOR LOCAL - OFF - REMOTE

LSI LONG, SHORT, & INSTANTANEOUS

M MODULATE

MAG MAGNETIC

MCC MOTOR CONTROL CENTER

MM MULTI-MODE FIBER OPTIC CABLE

MS MASS SPECTROMETER

NIC NOT IN CONTRACT

NC NETWORK CABINET OR NORMALLY CLOSED

NTS NOT TO SCALE

NUC NUCLEAR

O2 OXYGEN

OP OPACITY

ORP OXIDATION REDUCTION POTENTIAL

PE PHOTOELECTRIC

pH HYDROGEN ION CONCENTRATION

PLC PROGRAMMABLE LOGIC CONTROLLER

PROX PROXIMITY

RAD RADAR

REF REFRACTOMETER

REQ'D REQUIRED

RI REFRACTIVE INDEX

RTD RESISTANCE TEMPERATURE DETECTOR

RTU REMOTE TELEMETRY UNIT

RW RAW WATER

SCADA SUPERVISORY CONTROL AND DATA ACQUISITION

SG SPECIFIC GRAVITY

SG STRAIN GAUGE

SM SINGLE-MODE FIBER OPTIC CABLE

SNR SONAR

SON SONIC

SP SET POINT

SPD SURGE PROTECTION DEVICE

SS STAINLESS STEEL

TC THERMAL CONDUCTIVITY

TC THERMOCOUPLE

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

US ULTRASONIC

UV ULTRAVIOLET

VAC VACUUM

VENT VENTURI TUBE

VIS VISIBLE LIGHT

VISC VISCOSITY

VFD VARIABLE FREQUENCY DRIVE

VOR VORTEX SHEDDING

WS WEIGH SCALE

WW WASTEWATER

WP WEATHERPROOF

XP EXPLOSION PROOF

LINE TYPESGENERAL SYMBOLS

INSTRUMENT - FIELD MOUNTED

YY = INSTRUMENT IDENTIFCATION

XXXX = LOOP NUMBER

Z = IDENTIFIER FOR MEASUREMENT/ANALYSIS

INSTRUMENT - PANEL MOUNTED

INSTRUMENTS SHARING A COMMON HOUSING

CONTROL INTERLOCK (HARDWIRE)

I/O POINT FOR SHARED CONTROL & DISPLAY IN

SCADA/DCS

CONTROL SEQUENCE OF OPERATIONS FOR

EQUIPMENT AS DETAILED IN THE SPECIFICATIONS

PROCESS/SIGNAL LINE OFF PAGE

CONTINUATION

YYY = SERVICE, XXX = SHEET NUMBER

DDD = DESCRIPTION

TIE-IN POINT

VALVES

GATE

PLUG

GLOBE

BALL

BUTTERFLY

3-WAY

4-WAY

CHECK

DIAPHRAGM

PINCH

NEEDLE

ANGLE

SOLENOID

CONCENTRIC REDUCERMOTOR OPERATED

PRESSURE REGULATING

TP

XX

INSULATED PROCESS LINE

YxX

ECCENTRIC REDUCER

YxX

YY

XXXX

YY

XXXX

YY

XXXX

YY

XXXX

CS

YY

XXXX

PILOT LIGHT

FLOW METERS

ORIFICE PLATEFE

XXXX

M

MAGNETIC

FE

XXXX

TURBINE

FE

XXXX

VORTEX

FE

XXXX

ROTAMETER

FE

XXXX

ULTRASONICFE

XXXX

VENTURIFE

XXXX

PARSHALL FLUMEFE

XXXX

WEIRFE

XXXX

AIR RELEASE (AR)

AIR/VACUUM (AV)

COMBINATION (CAV)

PRESSURE SUSTAINING

SLIDE GATE (SLG)

KNIFE GATE (KNG)

SLUICE GATE (SCG)

PNEUMATIC OPERATED

HYDRAULIC OPERATED

CONTROL STATIONS

SELECTOR SWITCH, YYY = FUNCTION DESCRIPTION

FOR FORWARD-OFF-REVERSE

FOJR FORWARD-OFF-JOG REVERSE

HOA HAND-OFF-AUTO

HOR HAND-OFF-REMOTE

HOSB HAND-OFF-STANDBY

LOR LOCAL-OFF-REMOTE

KYPD KEYPAD

MOA MANUAL-OFF-AUTO

OC OPEN-CLOSE

OCR OPEN-CLOSE-REMOTE

OO ON-OFF

OSC OPEN-STOP-CLOSE

RO RUN-OFF

TOD TRANSFER-OFF-DILUTION

HS

HK

YL

YYY

YYY

PUSH BUTTON, YYY = FUNCTION DESCRIPTION

CLS CLOSE

ESTOP EMERGENCY STOP

LT LAMP TEST

OPN OPEN

RS RESET FAULT

SIL SILENCE ALARM

STR START

STP STOP

STPL STOP WITH LOCOUT

SK

SPEED CONTROL POTENTIOMETER

INDICATING LIGHT, YY = COLOR CODE

GR GREEN (OFF, STOP, CLOSED)

RD RED (RUN, START, OPEN)

WH WHITE (POWER ON)

BL BLUE (STATUS)

AM AMBER (ALARM CONDITION)

YY

YL

STROBE LIGHT, YY = COLOR CODEYY

ELECTRONIC HORN

EYEWASH STATION

PROCESS EQUIPMENT

PIPING

CENTRIFUGAL PUMP

HORIZONTAL TANK

VERTICAL TANK

Y-STRAINER

VENT

DIAPHRAGM SEAL WITH

ISOLATION VALVE

FLEXIBLE CONNECTION

QUICK CONNECT

PERISTALTIC PUMP

ROTARY LOBE PUMP

SUBMERSIBLE PUMP

LEVEL

VERTICAL

TURBINE PUMP

METERING PUMP

DRAIN

LS

FLOAT SWITCH

MIXER

LE

XXXX

NON CONTACT TYPE

(ULTRASONIC OR RADAR)

AIR RELIEF VALVE (ARV)

BLOWER

SIGHT GAUGE

PULSATION DAMPENER

WITH ISOLATION VALVE

CALIBRATION COLUMN

LG

XXXX

MAGNETIC

LEVEL GAUGE

LG

XXXX

EXTERNAL

CHAMBER

LE

XXXX

M MOTOR

M

M

M

M

M

M

M

M

XXXYYY DDD

Z

XXXX

Z

ACS

ACTUATOR CONTROL STATION

CONTROL STATION SYMBOL USED FOR AUTOMATED

VALVES AND/OR ACTUATORS. FUNCTIONS

INDICATED ON THE P&ID

YYY = MOD = MODULATING VALVE OPERATION

YYY = O/O = ON/OFF VALVE OPERATION

YYY = 3W = 3-WAY VALVE OPERATION

VFD

VARIABLE FREQUENCY DRIVE

SYMBOL USED TO INDICATE CONNECTION TO A

VARIABLE FREQUENCY DRIVE. INCLUDES THE

FOLLOWING TYPICAL FUNCTIONS:

STR

STP

HS

IN

AUTO

YIA

RUN

IND

YIR

MOTOR

OL

XA

SPD

CTRL

SC SI

SPD

IND

MOTOR STARTER

VFD

XXXX

STR

SYMBOL USED TO INDICATE CONNECTION TO A

MOTOR STARTER. INCLUDES THE FOLLOWING

TYPICAL FUNCTIONS:

STR

STP

HS

IN

AUTO

YIA

RUN

IND

YIR

MOTOR

OL

XA

STR

XXXX

YYY

PRIMARY PROCESS LINE

SECONDARY PROCESS LINE

EXISTING PROCESS LINE

ELECTRIC SIGNAL (ANALOG)

SOFTWARE LINK, COMMUNICATION LINK

FIBER OPTIC COMMUNICATIONFOC

ELECTRIC SIGNAL (DISCRETE)

ARROWHEAD INDICATES DIRECTION OF FLOW OR INPUT VS OUTPUT

ELECTRIC SIGNAL (DISCRETE & ANALOG)

INSTRUMENT IDENTIFICATION MATRIX

FIRST LETTER SUCCEEDING LETTERS

A ANALYSIS

8/11/2026

E-011

SINGLE LINE DIAGRAM

- LIFTSTATION MCC

RJT

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1943400-190824.01

SEPTEMBER 29, 2026

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

2 07/17/2026 RFI 42

3 08/11/2026 RFI 22

SINGLE LINE DIAGRAM - LIFT STATION MCC1 SCALE: NTS

NOTES:

1. SEE SHEET E-021 FOR PNL #1 PANEL SCHEDULE.

2. MOTOR POWER CABLES TO BE ROUTED INTO NEARBY JUNCTION

BOX AND ROUTED BACK TO MCC.

3. GENERATOR LOAD TO BE CONTROLLED BY COUNTY BMS.

BACNET CONNECTION TO RUN FROM MCC TO CO-GEN PLANT.

4. CONTRACTOR TO INTERCEPT EXISTING 500KW GENERATOR

CONDUIT AND INSTALL JUNCTION BOX. CONTRACTOR TO PULL

CONDUIT BACK TO EXISTING JUNCTION BOX. CONTRACTOR TO

PULL CONDUCTORS BACK TO GENERATOR. SEE SHEET E-111

FOR PLAN VIEW.

5. CONTRACTOR TO SPLICE MANUFACTURER PROVIDED CABLES

TO CONTRACTOR PROVIDED CABLES IN JUNCTION BOX.

6. SEE E-118 FOR CONDUIT AND CONDUCTOR SCHEDULE.

150A 3P

480V, 3 PHASE, 3 WIRE, 800AMP BUS, 42kAIC

150A 3P

30A 3P

SWP 4

(BASIN SUMP)

EXTERIOR LIFT STATION CONTROL PANELCOUNTY PUMP STATION CONTROL PANEL

150A 3P

TAG: LS-T1

SIZE: 15KVA,

PRI: 480V, 1PH, 2-WIRE

SEC: 120-240V, 1PH, 3-WIRE

70A 2P

40A 2P 150A

3P 150A 3P

150A 3P

TERMINAL JUNCTION BOX 2

SWP 5 SWP 6 SWP 7SWP 3

10HP 50HP50HP 50HP50HP

P106 P104 P102P105P108P107

CONTROL POWER FROM PNL #1, CIRCUIT 7CONTROL POWER FROM PNL #1, CIRCUIT 9

RVSS RVSS RVSSRVSS RVSS RVSS

POWER

METER

SEE NOTE 6SEE NOTE 6

TERMINAL JUNCTION BOX 3

SWP 2

50HP

SWP 1

50HP

FVNR

PROVIDED BY MANUFACTURER (TYP)

SEE NOTE 2

PANEL #1

SPD

GROUND

P100

ATS

800 AMP

3-POLE

G

SEE NOTES 3 AND 4

PROVIDE ALL REQUIRED

STARTING CIRCUITS

BETWEEN ATS AND

GENERATOR IN CONDUIT.

TERMINAL JUNCTION BOX 1

P101

SEE NOTE 5

CONNECTED LOAD: 374KVA, 449.8AMPS

DEMAND LOAD: 375KVA, 451AMPS

P109

PUMP MCC, NEMA 3R ENCLOSURE

800A 3P

LSIG

POWER

METER

CT AND METER CABINET

IN ACCORDANCE WITH COUNTY

STANDARDS

SEE NOTE 1

120/240V, 1 PH, 3W

EXISTING 500KVA

DIESEL STANDBY GENERATOR,

480V 3PH 3 W

FROM EXISTING CO-GEN BOARD

SEE E-013 FOR CONTINUATION

30A 3P

8/11/2026

E-021

LIFT STATION MCC

LAYOUT AND

SCHEDULE

RJT

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1943400-190824.01

SEPTEMBER 29, 2026

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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T

FA

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VOLUME 1

2 07/17/2026 RFI 42

3 08/11/2026 RFI 22

LIFT STATION MCC - NEMA 3R ENCLOSURE NOT SHOWN

FRONT VIEW1

PNL #1 LOAD SCHEDULE2

PANELBOARD…