800-606 - CSF Drawings (Bid) - WATERMARK.pdf

PDF 15 MB Posted Oct 14, 2025

Attached to: Enhanced Treatment and Site Upgrade (ETSU) Program - Campus Solar Facilities
Solicitation number: 800-606
Issued by: Alameda County, California

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Written by GovTribe AI · Oct 14, 2025

The documents are final construction drawings for the Enhanced Treatment and Site Upgrade Program's Campus Solar Facilities project, prepared by Hazen and Sawyer for the Union Sanitary District (USD) in Union City, California. The project involves constructing a new covered storage facility with solar panel installations, spanning approximately 225 feet long by 60 feet wide, and includes comprehensive electrical, structural, fire protection, and mechanical systems. The project is scheduled for construction in October 2025, with detailed design documents covering solar photovoltaic system installation, electrical infrastructure, site modifications, and associated support structures.

The project includes a minimum 200 kW DC solar photovoltaic system to be installed across the entire roof area, with associated electrical equipment such as inverters, switchboards, and cable trays. The solar system will connect to existing electrical infrastructure, specifically using a spare medium voltage breaker in the SWGR-SE building. The estimated project budget is not explicitly stated, but the comprehensive drawings suggest a significant infrastructure investment. The design incorporates future-proofing elements, including provisions for electric vehicle charging stations and cable tray installations that can accommodate additional future electrical systems. The project is being funded through the Union Sanitary District's Enhanced Treatment and Site Upgrade Program, with the solar facilities representing Phase 1A of the broader campus improvement efforts.

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Other files

File	Type	Posted
00010 - NIB Long Version for Bid Documents.pdf	PDF	Oct 14, 2025
800-606 - CSF Specifications (Bid - Volume 1)- WATERMARK.pdf	PDF	Oct 14, 2025
800-606 - CSF Specifications (Bid - Volume 3)- WATERMARK.pdf	PDF	Oct 14, 2025
800-606 - CSF Specifications (Bid - Volume 2)- WATERMARK.pdf	PDF	Oct 14, 2025

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UNION SANITARY DISTRICT

LOCATION MAP

ENHANCED TREATMENT AND SITE UPGRADE PROGRAM

PHASE 1A - CAMPUS SOLAR FACILITIES

DRAWINGS

VOLUME 1 OF 1

NOT TO SCALE

HAZEN AND SAWYER

101 MONTGOMERY STREET, SUITE 1500

SAN FRANCISCO, CA 94104FINAL DRAWINGS - ISSUED FOR CONSTRUCTION

UNION CITY, CALIFORNIA

USD PROJECT NO. 800-606

OCTOBER 2025

BOARD OF DIRECTORS:

MANNY FERNANDEZ

PAT KITE

MARTY KLUDJIAN

ANJALI LATHI

JENNIFER TOY

GENERAL MANAGER / DISTRICT ENGINEER

PAUL R. ELDREDGE

HAZEN NO.:

CONTRACT NO.:

DRAWING

NUMBER:

20118-014

SHEET

NUMBER:

APPROVED FOR CONSTRUCTION:

RIC PIPKIN, P.E. DATE

ETSU PROGRAM MANAGER

SUBMITTED BY:

CHRISTOPHER G. PORTNER, P.E. DATE

PROJECT MANAGER

G01

PLANT LOCATION

Buil de r's Exc ha ng e cportner Text Box 10/03/2025 cportner Text Box 10/03/2025 cportner Image cportner Image cportner Image cportner Text Box 10/06/2025

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

DATE:

HAZEN NO.:

USD NO.:

DRAWING

NUMBER:

PROJECT

ENGINEER:

DRAWN BY:

CHECKED BY:

800-606

REV ISSUED FOR DATE BY

ENHANCED TREATMENT

AND SITE UPGRADE

PROGRAM

CAMPUS SOLAR

FACILITIES

C. PORTNER

0 1/2" 1"

FINAL DRAWINGS - ISSUED FOR CONSTRUCTION

OCTOBER 2025

20118-014

SHEET

NUMBER:

HAZEN AND SAWYER

101 MONTGOMERY STREET, SUITE 1500

SAN FRANCISCO, CA 94104

A u to d e s k D o c s /2

-0

U S

D C a m p u s S o la r F a c ili ti e s /2

-0

-S

.r v t

/2 /2

:0 :4

G02

S. HAKONSON

C. PORTNER

GENERAL

INDEX OF DRAWINGS

STRUCTURAL

DRAWING NO SHEET NAME

GENERAL

S1 STRUCTURAL NOTES - SHEET 1

S2 STRUCTURAL NOTES - SHEET 2

COVERED STORAGE

S100 DEMOLITION BOTTOM PLAN

S101 DEMOLITION ROOF FRAMING BOTTOM CHORD

PLAN @ EL 14.00

S102 DEMOLITION ROOF FRAMING TOP CHORD PLAN

S103 DEMOLITION SECTIONS

S104 FOUNDATION PLAN

S105 BOTTOM PLAN

S106 LOWER ROOF FRAMING PLAN

S107 UPPER ROOF FRAMING PLAN

S108 SECTIONS

S109 SECTIONS AND DETAILS

S110 SECTIONS AND DETAILS

S111 SECTIONS AND DETAILS

STRUCTURAL STANDARD DETAILS

SD1 SHEET 1

SD2 SHEET 2

ARCHITECTURAL

DRAWING NO SHEET NAME

GENERAL

A1 ABBREVIATIONS, LEGENDS, SYMBOLS AND

GENERAL NOTES

COVERED STORAGE

A100 LIFE SAFETY PLAN AND CODE INFORMATION

A101 FLOOR PLAN & ROOF PLAN

A102 BUILDING ELEVATIONS

A103 BUILDING SECTIONS

A104 WALL SECTIONS

A105 DETAILS

PLUMBING

DRAWING NO SHEET NAME

GENERAL

P1 NOTES, SYMBOLS, LEGEND AND ABBREVIATIONS

COVERED STORAGE

P100 DEMOLITION FLOOR PLAN

P101 FLOOR PLAN AND RISER DIAGRAM

STANDARD DETAILS

PD1 SHEET 1

FIRE PROTECTION

DRAWING NO SHEET NAME

SITE

FP10 PARTIAL SITE PLAN

COVERED STORAGE

FP100 OVERALL PLAN - DEMOLITION

FP101 FLOOR PLAN AND GENERAL NOTES

STANDARD DETAILS

FPD1 SHEET 1

HVAC

DRAWING NO SHEET NAME

GENERAL

H1 NOTES, SYMBOLS, LEGEND AND ABBREVIATIONS

H2 SCHEDULES AND AIRFLOW DIAGRAMS

COVERED STORAGE

H100 DEMOLITION FLOOR PLAN

H101 ENLARGED PLAN AND SECTION - DEMOLITION

H102 FLOOR PLAN

H103 ENLARGED PLAN AND SECTION

H104 SECTION B

STANDARD DETAILS

HD1 SHEET 1

ELECTRICAL

DRAWING NO SHEET NAME

GENERAL

E1 LEGEND AND SYMBOLS

E2 NOTES AND ABBREVIATIONS

SITE

E10 OVERALL PLAN

COVERED STORAGE

E100 DEMOLITION PLAN

E101 PARTIAL SITE LIGHTING PLAN

E102 POWER PLAN

E103 ROOF SOLAR PLAN

E104 EQUIPMENT LAYOUT PLAN

E105 SWITCHGEAR-SE SINGLE LINE DIAGRAM

E106 EV CHARGING SINGLE LINE DIAGRAM AND

ELEVATIONS

E107 SCHEDULES

ELECTRICAL STANDARD DETAILS

ED1 SHEET 1

ED2 SHEET 2

CIVIL

DRAWING NO SHEET NAME

GENERAL

CO1 GENERAL NOTES AND LEGEND

SITE PLAN

C10 OVERALL DEMOLITION PLAN

SITE PLAN

C20 OVERALL PLAN

C26 PARTIAL PLAN - AREA 6

C27 PARTIAL PLAN - AREA 7

STANDARD DETAILS

CD01 CIVIL DETAILS

GENERAL

DRAWING NO SHEET NAME

G01 COVER SHEET

G02 INDEX OF DRAWINGS

G03 LEGEND, SYMBOLS AND ABBREVIATIONS

G04 EXISTING CONDITIONS

G05 PROPOSED CONDITIONS

1 CONSTRUCTION 10/25 CGP

Buil de r's Exc ha ng e cportner Snapshot

ROOM NAME

ABBREVIATIONS

LINETYPES

SYMBOLS

SECTION AND DETAIL KEYING

ROOM NAME LABEL ELEVATION CALL OUT

MATERIALS

LEGEND

PROPOSED ITEMS

EXISTING ITEMS

HIDDEN ITEMS

CENTER LINE

DEMOLITION ITEMSDRAWING WHERE SECTION IS SHOWN

DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD:

(A) A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS:

REFERENCED ITEM

AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS:

STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER

ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE UPPER HALF.

DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS

(B) THE SECTION SHOWN ON DRAWING A6 IS IDENTIFIED AS FOLLOWS:

DRAWING FROM WHERE SECTION WAS TAKEN

SEE M-40-0100

OR:

SECTION LETTER

MATCH LINE

BRICK

CHECKERED PLATE

WOOD BLOCKING

GLASS

CONCRETE

GRAVEL

ASPHALT PAVING

GRADE OR EARTH

INSULATION

WATER SURFACE

GRATING

CAST IRON

STEEL

CONCRETE FILL

OR GROUT

CONCRETE

MASONRY UNIT

M-40-0100

ROOM NAME

ROOM NUMBER

ELEVATION #

DRAWING #

DIRECTION OF VIEW

GENERAL

A###

A/C AIR CONDITIONER

AB ANCHOR BOLT

AC ASBESTOS CEMENT

ACP AIR COMPRESSOR

ACT-MR ACOUSTICAL CEILING TILE,

MOISTURE RESISTANT

AD AREA DRAIN

ADH ADHESIVE

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AH AIR HEATER

AHU AIR HANDLING UNIT

AL, ALUM ALUMINUM

ALLOW ALLOWANCE/ALLOWABLE

ALT ALTERNATE

APPROX APPROXIMATE

AR AIR RECEIVER

ARCH ARCHITECTURAL

ASB ASBESTOS

ASPH ASPHALT

AT ASPHALT TILE

ATF AIR TERMINAL UNIT (FAN

POWERED)

ATS AUTOMATIC TRANSFER

SWITCH

ATU AIR TERMINAL UNIT

B BORING

BC BOILER CHEMICALS

BD BOARD

BDD BACKDRAFT DAMPER

BF BLIND FLANGE

BFE BOTTOM OF FITTING ELEV

BH BASEBOARD HEATER

BITUM BITUMINOUS

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLW BLOWER

BM BENCH MARK

BOC BACK OF CURB

BOM BOTTOM OF MASONRY

BOT BOTTOM

BRC BRIDGE CRANE

BRG BEARING

BRK BRICK

BRL BUILDING RESTRICTION

LINE

BRZ BRONZE

BT BOLT

CB CATCH BASIN

CBD COUNTERBALANCE

BACKDRAFT DAMPER

CC COOLING COIL

C/C CENTER TO CENTER

CCP CIRCULATING PUMP

CD CONTROL DAMPER

CDWP CONDENSER WATER PUMP

CE CONSTRUCTION EASEMENT

CEM CEMENT

CER CERAMIC

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CL CENTERLINE

CLKG CAULKING

CPLG COUPLING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CON CONCENTRIC

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS,

CONTINUATION

CONTR CONTRACTOR

CORP CORPORATION

CP CONCRETE PLANK OR

CONTROL PANEL, OR

CONTROL POINT

CPT CONTROL POWER

TRANSFORMER

CR CONTROL RELAY

CRS COURSE

CSP CHEMICAL SERVICE PUMP

CSSP CHEMICAL SERVICE SUMP

PUMP

CST CHEMICAL STORAGE TANK

CT CERAMIC TILE

CTJ CONTROL JOINT

CU COPPER OR CONDENSING

UNIT

CY CUBIC YARD

DAD DESICCANT AIR DRYER

DD DESICCANT DRYER

DEC DECANT

DEH DEHUMIDIFIER

DEM DEMISTER

DET DETAIL

DF DUCT FAN OR DRINKING

FOUNTAIN

DIA OR Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISC DISCONNECT

DISCH DISCHARGE

DIST DISTRIBUTION

DJ DISMANTLING JOINT

DKC DOOR OPERATOR (ELECTRIC)

DL DEAD LOAD

DN DOWN

DOZ DOZEN

DP DISTRIBUTION PANEL

DS DISCONNECT SWITCH

D/S DOWNSTREAM

DT DAY TANK

DWG(S) DRAWING(S)

DWL DOWEL

EA EACH

ECC ECCENTRIC

ECH ELECTRIC CABINET HEATER

ED EQUIPMENT DRAIN

EDH ELECTRIC DUCT HEATER

EDP EMERGENCY DISTRIBUTION

PANEL

EE EACH END

EEW EMERGENCY EYE WASH

EF EACH FACE OR EXHAUST FAN

EFF EFFLUENT

EHH ELECTRICAL HANDHOLE

EL ELEVATION

ELEC ELECTRICAL

ELP EMERGENCY LIGHTING

PANEL

EMH ELECTRICAL MANHOLE

ENGR ENGINEER

ENT ENTRANCE

EOG EDGE OF GRAVEL

EOP EDGE OF PAVEMENT

EPP EMERGENCY POWER PANEL

EPX EPOXY

EQ EQUAL

EQPT EQUIPMENT

ERH ELECTRIC WIRE ROPE HOIST

ES EMERGENCY SHOWER OR

EMERGENCY SWITCH

ES/EEW EMERGENCY SHOWER AND

EYEWASH

ET EXPANSION TANK

EUH ELECTRIC UNIT HEATER

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXIST/EX EXISTING

EXC EXCAVATE

EXH EXHAUST

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTERIOR

F FAN

FAB FABRICATE

F&C FRAME AND COVER

F&G FRAME AND GRATE

FC FLUSHING CONNECTION

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER/FLOW

ELEMENT

FEF FUME EXHAUST FAN

FH FIRE HYDRANT

FIG FIGURE

FIN FINISH

FIX FIXTURE

FL FLOOR

FLEX FLEXIBLE

FLG FLANGE

FLXC FLEXIBLE CONNECTION

FM FLOW METER

FOC FIBER OPTICS CABLE

FPRF FIREPROOF

FS FLOW SWITCH

FSD FIRE/SMOKE DAMPER

FT FEET OR FIN TUBE HEATER

FTG FITTING

FURR FURRING OR FURRED

G GATE

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GIH GAS INFRARED HEATER

GPM GALLONS PER MINUTE

GR GRADE

GRTG GRATING

GUH GAS UNIT HEATER

GW GUY WIRE

GWH GAS WATER HEATER

GYP GYPSUM

HB HOSE BIBB

HC HEATING COIL

HCP HORIZONTAL END SUCTION

CENTRIFUGAL PUMP

HDW HARDWARE

HE HEAT EXCHANGER

HEX HEXAGONAL

HFCA HARNESSED FLANGED

COUPLING ADAPTER

HHRG HYBRID HIGH RESISTANCE

GROUNDING

HORIZ HORIZONTAL

HP HORSEPOWER OR HEAT

PUMP

HPT HIGH POINT

HRU HEAT RECOVERY UNIT

HRG HIGH RESISTANCE

GROUNDING

HSCP HORIZONTAL SPLIT CASE

PUMP

HUM HUMIDIFIER

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

HW HEADWALL

HWB HEATING WATER BOILER

HWCH HEATING WATER CABINET

HEATER

HWL HIGH WATER LEVEL

HWP HEATING WATER PUMP

HWY HIGHWAY

HYD HYDRAULIC

I IRON

I&C INSTRUMENTATION AND

CONTROLS

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INCL INCLUDED

INF INFLUENT

INSUL INSULATION

INT INTERIOR

INV INVERT

IPP INSTRUMENT POWER PANEL

JB JUNCTION BOX

JCT JUNCTION

JT JOINT

L LENGTH/ANGLE

LA LINE AHEAD

LAB LABORATORY

LAM LAMINATED

LAT LATERAL

LAV LAVATORY

LB POUND OR LINE BACK

LD COMBINATION

LOUVER/DAMPER

LF LINEAR FEET

LG LONG

LI LEVEL INDICATOR

LIP LIGHTING INDICATING

PANEL

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LIGHTING PANEL

LPT LOW POINT

LRG LOW RESISTANCE

GROUNDING

LS LEVEL SWITCH

LTG LIGHTING

LVR LOUVER

LWL LOW WATER LEVEL

MAINT MAINTENANCE

MANUF MANUFACTURER

MATL MATERIAL

MAU MAKE UP AIR HANDLING

UNIT

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

MCLU MOTOR CONTROL LINE-UP

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MFM MAGNETIC FLOW METER

MG MILLION GALLONS

MGD MILLION GALLONS PER DAY

MJ MECHANICAL JOINT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MO MASONRY OPENING

MOD MODIFY OR MODIFIED

MON MONUMENT

MOPO MAINTENANCE OF PLANT

OPERATIONS

MOV MOTOR OPERATED VALVE

MTD MOUNTED

MTG MOUNTING

MULT MULTIPLE

N NORTH

NA NOT APPLICABLE

NAD '83 NORTH AMERICAN DATUM OF

NAVD '88 NORTH AMERICAN VERTICAL

DATUM OF 1988

NC NORMALLY CLOSED

NF NEAR FACE

NGVD '29 NATIONAL GEODETIC

VERTICAL DATUM OF 1929

NIC NOT IN CONTRACT

No. NUMBER

NO NORMALLY OPEN

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER OR

OVERHEAD DOOR

OF OUTSIDE FACE

OHE OVERHEAD ELECTRIC

OML OIL MIST LUBRICATOR

OPER OPERATOR

OPNG OPENING

OPP OPPOSITE

ORF OIL REMOVAL FILTER

ORIG ORIGINAL

P&ID PROCESS AND

INSTRUMENTAION DIAGRAM

PAC PACKAGED AIR

CONDITIONING UNIT

PAR PARALLEL

PC POINT OF CURVE OR PIECE

OR PERSONAL COMPUTER

PCC POINT OF COMPOUND CURVE

PCF POUNDS PER CUBIC FOOT

PE PLAIN END

PERF PERFORATED

PERP PERPENDICULAR

PF PROPELLER FAN

PI POINT OF INTERSECTION

PL PROPERTY LINE OR PLATE

PLC PROGRAMMABLE LOGIC

CONTROLLER

PLMB PLUMBING

PNL PANEL

PP POWER PANEL OR POWER

POLE

PREFAB PREFABRICATED

PROP PROPOSED

PRVN POWER ROOF VENTILATOR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSU POWER SUPPLY UNIT

PVMT PAVEMENT

QTY QUANTITY

RAD RADIUS

RECIR RECIRCULATION

RECT RECTANGULAR

RED REDUCER

REF REFERENCE

REG REGISTER

REINF REINFORCING

REM REMOVE

REQD REQUIRED

REST RESTRAINED

REV REVISE

RFD REFRIGERANT AIR DRYER

RH ROOF HOOD

RIO REMOTE INPUT/OUTPUT

RJ RESTRAINED JOINT

RM ROOM

RND ROUND

RO ROUGH OPENING

RPM REVOLUTIONS PER MINUTE

RPZ REDUCED PRESSURE ZONE

ASSEMBLY

RR RAILROAD

RT RIGHT

RTU REMOTE TERMINAL UNIT

R/W OR ROW RIGHT OF WAY

S SOUTH OR SLOPE

SB SOIL BORING

SBL SURVEY BASELINE

SBMP SODIUM BISULFITE

METERING PUMP

SCH SCHEDULE

SCG SLUICE GATE

SCR SELECTIVE CATALYTIC

REDUCTION

SDG SLIDE GATE

SECT SECTION

SERV SERVICE

SF SQUARE FEET

SG SWITCH GEAR

SHT(S) SHEET(S)

SI SQUARE INCH

SIL SILENCER

SIM SIMILAR

SMH STORM MANHOLE

SP SUMP PUMP

SPEC SPECIFICATION

SQ SQUARE

SSP SUBMERSIBLE SUMP PUMP

SST STAINLESS STEEL

STA STATION OR STACK

STD STANDARD

STG STORAGE OR STOP GATE

(LOG)

STIR STIRRUP

STL STEEL

STRU STRUCTURAL

SUB SUBSTITUTE

SUCT SUCTION

SUPT SUPERINTENDENT

SUR SURFACE

SUSP SUSPENDED

SWD SIDE WATER DEPTH

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TAN TANGENT

TBA TO BE ABANDONED

TBCN TRAVELING BRIDGE CRANE

TBM TEMPORARY BENCH MARK

TC TOP OF CURB

TCP TEMPERATURE CONTROL

PANEL

TDH TOTAL DYNAMIC HEAD

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE

TG TEMPERED GLASS

THD THREADED

THK THICK

THRU THROUGH

TOC TOP OF CONCRETE

TOD TOP OF DECK

TOF TOP OF FOOTING

TOM TOP OF MASONRY/MANHOLE

TOS TOP OF SLAB/ TOP OF STEEL

TOW TOP OF WALL

TOL TOLERANCE

TYP TYPICAL

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UGG UNDERGROUND GAS

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER

SUPPLY

U/S UPSTREAM

UTIL UTILITY

VAC VACUUM

VACP VACUUM PUMP

VAP VAPORIZER

VAV VARIABLE AIR VOLUME UNIT

VCD VOLUME CONTROL DAMPER

VEL VELOCITY

VENT VENTILATING OR

VENTILATION

VERT VERTICAL

VF VANE AXIAL FAN

VOL VOLUME

VTR VENT THROUGH ROOF

W WEST OR WIDTH

W/ WITH

WF WALL FAN

WG WIRE GLASS

WH WALL HYDRANT OR WALL

HEATER

WL WATER LEVEL

WM WATER METER

W/O WITHOUT

WP WATERPROOF

WPFG WATER PROOFING

WSE WATER SURFACE ELEVATION

WSP WEATHER STRIP

WT WEIGHT

WV WATER VALVE

WWF WELDED WIRE FABRIC

WWTP WASTEWATER TREATMENT

PLANT

XFMR TRANSFORMER

XMH EXISTING MANHOLE

YH YARD HYDRANT

YI YARD INLET

YD YARD

YR YEAR

PROCESS PIPING

ABBREVIATION DESCRIPTION

CA COMPRESSED AIR

CW COLD WATER

QUICK CONNECT COUPLING

FLUSHING CONNECTION

HOSE BIBB

BUTTERFLY VALVE

SWING CHECK VALVE

DIAPHRAGM VALVE

BALL CHECK VALVE

BALL VALVE

GLOBE VALVE

PINCH VALVE

PLUG VALVE

GATE VALVE

PRESSURE REDUCING REGULATOR

UNION

PRESSURE RELIEF VALVE

MOTOR OPERATED VALVE

CONTROL VALVE

SOLENOID VALVE

STRAINER

PRESSURE

RELIEF/VACUUM BREAKER VALVE

PARTITION TYPE

DOOR SCHEDULE

LOUVER TYPE

HARNESSED SLEEVE TYPE

SLEEVE TYPE COUPLING

EXPANSION JOINT

HARNESSED FLANGED

COUPLING

ADAPTER

WELDED JOINT

FLANGED JOINT

MECHANICAL, PUSH-ON OR

MECHANICAL COUPLING

WALL PENETRATION

RESTRAINED JOINT

FLEXIBLE HOSE

SINGLE LINE DRAWINGS

DOUBLE LINE DRAWINGS

FIRE EXTINGUISHER

ES/EEW

DISMANTLING JOINT

CHECK VALVE

NEEDLE VALVE

PRESSURE GAUGE

WITH/WITHOUT DIAPHRAGM SEAL

REDUCER

THREE WAY VALVE

PIPING MATERIALS

CIP CAST IRON PIPE

CMP CORRUGATED METAL PIPE

CPP CORRUGATED PLASTIC PIPE

CU COPPER PIPE

DIP DUCTILE IRON PIPE

ERCP ELLIPTICAL REINFORCED

CONCRETE PIPE

FRP FIBERGLASS REINFORCED

PIPE

GSP GALVANIZED STEEL PIPE

HDPE HIGH DENSITY

POLYETHYLENE

PE LINING POLYETHYLENE LINING

RCP REINFORCED CONCRETE

PIPE

SSP STAINLESS STEEL PIPE

IPS IRON PIPE SIZE

PVC POLYVINYLCHLORIDE

PCCP PRESTRESSED CONCRETE

CYLINDER PIPE

VCP VITRIFIED CLAY PIPE

GENERAL NOTES

1. ELEVATIONS OF EXISTING COVERED STORAGE SLAB, STORMWATER STRUCTURES, AND STORMWATER PIPES CONSTRUCTED PRIOR TO 1999 WERE SURVEYED USING THE NGVD29 VERTICAL DATUM. A CONVERSION FACTOR

OF +2.38 WAS USED TO CORRECT TO NAVD88. THESE ELEVATIONS ARE FOR REFERENCE ONLY.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

DATE:

HAZEN NO.:

USD NO.:

DRAWING

NUMBER:

PROJECT

ENGINEER:

DRAWN BY:

CHECKED BY:

800-606

REV ISSUED FOR DATE BY

ENHANCED TREATMENT

AND SITE UPGRADE

PROGRAM

CAMPUS SOLAR

FACILITIES

C. PORTNER

0 1/2" 1"

FINAL DRAWINGS - ISSUED FOR CONSTRUCTION

OCTOBER 2025

20118-014

SHEET

NUMBER:

HAZEN AND SAWYER

101 MONTGOMERY STREET, SUITE 1500

SAN FRANCISCO, CA 94104

A u to d e s k D o c s /2

-0

U S

D C a m p u s S o la r F a c ili ti e s /2

-0

-S

.r v t

/2 /2

:0 :4

G03

S. HAKONSON

C. PORTNER

GENERAL

LEGEND, SYMBOLS AND

ABBREVIATIONS

1 CONSTRUCTION 10/25 CGP

Buil de r's Exc ha ng e cportner

X X

XXXX

XXX

X X

X X X

X X X X X X X X X X X X X

XXXX

X X X

X X

XXXXX

X X

W W W W

W W

WW W

W W

GAS

X X

W W

GAS

FOC

FOC FOC FOC

STOP

YIELDYIELD

STOP

OOO

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

LOD LOD

LOD

LODLODLOD

OOO

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

CONCRETE

VALLEY GUTTERC-32-0531CONCRETE CURB

AND GUTTERC-32-0530

STOP

O H

E O

H E

OHE

NOTES:

1. SEE DRAWING C10 FOR SURVEY CONTROL POINTS AND BENCHMARKS.

2. SEE DRAWING C01 FOR SURVEY NOTES.

SCALE: 1" = 60'

PLAN

T D

Fi le : C

C \A

C C

D O

C S\

N D

-0

N \C

-0

C O

N D

N S av ed b y

S av e da te : 1

0/ 2/

CAMPUS SOLAR

FACILITIES

ENHANCED TREATMENT

AND SITE UPGRADE

PROGRAM

20118-014

800-606

C. PORTNER

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

USD NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:HAZEN AND SAWYER

101 MONTGOMERY STREET, SUITE 1500

SAN FRANCISCO, CA 94104

SHEET

NUMBER:

FINAL DRAWINGS - ISSUED FOR CONSTRUCTION

OCTOBER 2025

1 CONSTRUCTION 10/25 CGP

L. SALEEBY

W. CARRAWAY

G04

GENERAL - SITE PLAN

EXISTING CONDITIONSG. CUMMINGS

AREA 1 (NOT INCLUDED IN THIS CONTRACT)

AREA 4 (NOT INCLUDED IN THIS CONTRACT)AREA 2 (NOT INCLUDED IN THIS CONTRACT)

AREA 7

AREA 3 (NOT INCLUDED IN THIS CONTRACT)

AREA 6

AREA 5 (NOT INCLUDED IN THIS CONTRACT)

AERATION

BASINS 5-8

AERATION

BASINS 1-4 SECONDARY

CLARIFIERS 5 & 6

FIELD OPERATIONS

BUILDING

COVERED STORAGE

SOLAR PANELS

COVERED

STORAGE

HEAT/MIX

BUILDING 4

PRIMARY

DIGESTER 6

MAINTENANCE

SHOP

GENERATOR

BUILDING 1

PRIMARY

DIGESTER 5

PRIMARY

DIGESTER 4

GENERATOR

BUILDING 3

PRIMARY

DIGESTER 3

PRIMARY

DIGESTER 1

PRIMARY

DIGESTER 2

THICKENER

ELECTRICAL

BUILDING

THICKENER 1

THICKENER 2

THICKENER 3

THICKENER 4

THICKENER

CONTROL

BUILDING

SECONDARY

DIGESTER 1

SECONDARY

DIGESTER 2

GBT

DEGRITTER

BUILDING

COGEN

ALVARADO

INFLUENT

PUMP STATION

EAST BLOWER

BUILDING

WEST

BLOWER

BUILDING

SECONDARY

CLARIFIER 1

CHLORINE

CONTACT

TANK

SECONDARY

CLARIFIER 1

CAMPUS

SECONDARY

CLARIFIER 2

SECONDARY

CLARIFIER 3

SECONDARY

CLARIFIER 4

THICKENER

ELECTRICAL

BUILDING

PRIMARY

DIGESTER 7

EFFLUENT

FACILITY

SECONDARY

CLARIFIER 2

SECONDARY

CLARIFIER 3

SECONDARY

CLARIFIER 4

RAS/WAS

PUMP

STATION

CONTROL

BOX 4

SLUDGE PUMP

ROOM 4

SLUDGE

PUMP

ROOM 2

CONTROL

BOX 3

MW2

MW-1

UNDERGROUND

FUEL TANKS

SWITCHGEAR SE

MATERIAL BUNKERS

STORM DRAIN

PUMP STATION

MW-3

WATER BLAST

WASH EQUIPMENT ROOM

WASH RACK

FMC STORAGE AREA

CS STORAGE AREA

STORAGE

FUEL ISLAND

SECURE

STORAGE

Buil de r's Exc ha ng e lsaleeby Layout1 lsaleeby Image lsaleeby

10/3/2025

X X

XXXX

XXX

X X

X X X

X X X X X X X X X X X X X

XXXX

X X X

X X

XXXXX

X X

W W W W

W W

WW W

W W

GAS

X X

W W

GAS

FOC

FOC FOC FOC

STOP

YIELDYIELD

STOP

OOO

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

LOD LOD

LOD

LODLODLOD

OOO

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

CONCRETE

VALLEY GUTTERC-32-0531CONCRETE CURB

AND GUTTERC-32-0530

STOP

O H

E O

H E

OHE

NOTES:

1. SEE DRAWING C10 FOR SURVEY CONTROL POINTS AND BENCHMARKS.

2. SEE DRAWING C01 FOR SURVEY NOTES.

3. CONTRACTOR TO PROTECT MONITORING WELL 2 AND MAINTAIN

DISTRICT ACCESS TO WELLS FOR SAMPLING ACTIVITIES.

SCALE: 1" = 60'

PLAN

T D

Fi le : C

C \A

C C

D O

C S\

N D

-0

N \C

-0

R O

D C

O N

S Sa ve d by H

S av e da te

: 1 0/

A M

CAMPUS SOLAR

FACILITIES

ENHANCED TREATMENT

AND SITE UPGRADE

PROGRAM

20118-014

800-606

C. PORTNER

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

USD NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:HAZEN AND SAWYER

101 MONTGOMERY STREET, SUITE 1500

SAN FRANCISCO, CA 94104

SHEET

NUMBER:

FINAL DRAWINGS - ISSUED FOR CONSTRUCTION

OCTOBER 2025

1 CONSTRUCTION 10/25 CGP

L. SALEEBY

W. CARRAWAY

G05

GENERAL - SITE PLAN

PROPOSED CONDITIONSG. CUMMINGS

AREA 1 (NOT INCLUDED IN THIS CONTRACT)

AREA 4 (NOT INCLUDED IN THIS CONTRACT)AREA 2 (NOT INCLUDED IN THIS CONTRACT)

AREA 7

AREA 3 (NOT INCLUDED IN THIS CONTRACT)

AREA 6

AREA 5 (NOT INCLUDED IN THIS CONTRACT)

AERATION

BASINS 5-8

AERATION

BASINS 1-4 SECONDARY

CLARIFIERS 5 & 6

FIELD OPERATIONS

BUILDING

COVERED STORAGE

SOLAR PANELS

COVERED

STORAGE

HEAT/MIX

BUILDING 4

PRIMARY

DIGESTER 6

MAINTENANCE

SHOP

GENERATOR

BUILDING 1

PRIMARY

DIGESTER 5

PRIMARY

DIGESTER 4

GENERATOR

BUILDING 3

PRIMARY

DIGESTER 3

PRIMARY

DIGESTER 1

PRIMARY

DIGESTER 2

THICKENER

ELECTRICAL

BUILDING

THICKENER 1

THICKENER 2

THICKENER 3

THICKENER 4

THICKENER

CONTROL

BUILDING

SECONDARY

DIGESTER 1

SECONDARY

DIGESTER 2

GBT

DEGRITTER

BUILDING

COGEN

ALVARADO

INFLUENT

PUMP STATION

EAST BLOWER

BUILDING

WEST

BLOWER

BUILDING

SECONDARY

CLARIFIER 1

CHLORINE

CONTACT

TANK

SECONDARY

CLARIFIER 1

CAMPUS

SECONDARY

CLARIFIER 2

SECONDARY

CLARIFIER 3

SECONDARY

CLARIFIER 4

THICKENER

ELECTRICAL

BUILDING

PRIMARY

DIGESTER 7

EFFLUENT

FACILITY

SECONDARY

CLARIFIER 2

SECONDARY

CLARIFIER 3

SECONDARY

CLARIFIER 4

RAS/WAS

PUMP

STATION

CONTROL

BOX 4

SLUDGE PUMP

ROOM 4

SLUDGE

PUMP

ROOM 2

CONTROL

BOX 3

MW2, SEE

NOTE 3

MW-3

MW-1

WATER BLAST

UNDERGROUND

FUEL TANKS

SWITCHGEAR SE

MATERIAL BUNKERS

STORM DRAIN

PUMP STATION

FUEL ISLAND

CONTRACTORS

ENTRANCE

WASH EQUIPMENT ROOM

WASH RACK

FMC STORAGE AREA

CS STORAGE AREA

STORAGE

SECURE

STORAGE

CS STORAGE AREA

APPROXIMATELY 6900 SF

POWER VAULT

Buil de r's Exc ha ng e lsaleeby Layout1 lsaleeby Image lsaleeby

GENERAL NOTES:

1. THIS PROJECT IS LOCATED IN UNION CITY, CALIFORNIA, IS GENERALLY DESCRIBED IN SECTION 01010 SUMMARY OF WORK AND

INCLUDES: UPGRADES TO COVERED STORAGE AREA.

2. BUILDING BASE PLANS WERE COMPILED FROM AVAILABLE RECORD DRAWINGS. LOCATIONS OF EQUIPMENT ARE APPROXIMATE

(SHOWN FOR REFERENCE ONLY).

3. LOCATIONS OF PROPERTY LINES AND RIGHTS OF WAY ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY UNLESS NOTED

OTHERWISE, AND ARE NOT INTENDED TO REPRESENT LEGAL BOUNDARIES.

4. PROPERLY PROTECT AND DO NOT DISTURB PROPERTY CORNER AND BENCHMARK MONUMENTS. IF DISTURBED, THE PROPERTY MONUMENT WILL BE RESET AND RECORD OF SURVEY FILED AT THE CONTRACTOR'S EXPENSE, BY A CALIFORNIA

REGISTERED PROFESSIONAL LAND SURVEYOR AS APPROVED BY THE ENGINEER.

5. COMPLETE WORK IN ACCORDANCE WITH THE APPLICABLE FEDERAL, STATE AND LOCAL CODES. LAY OUT PROPOSED WORK AS SHOWN ON DRAWINGS. FIELD VERIFY UTILITY LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION.

6. PROTECT, REMOVE OR RELOCATE EXISTING ITEMS, AREAS AND SURFACES. REPLACE, RESTORE AND REPAIR ITEMS, AREAS AND SURFACES, FACILITIES AND IMPROVEMENTS DISTURBED OR DAMAGED BY CONTRACTORS OPERATIONS TO ORIGINAL CONDITION OR TO MATCH IN KIND, UNLESS NOTED OTHERWISE ON THE DRAWINGS, AT NO ADDITIONAL COST TO OWNER. THIS APPLIES TO DEMOLITION IN ONLY THOSE AREAS WHERE REQUIRED OR AS SHOWN ON THE DRAWINGS.

7. TAKE NECESSARY PRECAUTIONS TO PREVENT EQUIPMENT FLUIDS FROM LEAKING OR REACHING ANY WATER COURSE.

IMMEDIATELY CLEAN UP FLUID DISCHARGES USING ALL MEANS NECESSARY, AS DETERMINED AND/OR APPROVED BY THE

ENGINEER.

8. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. PERFORM ALL WORK IN ACCORDANCE WITH SAFETY STANDARDS OF APPLICABLE LAWS, BUILDING AND CONSTRUCTION CODES, THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" PUBLISHED BY THE ASSOCIATED GENERAL CONTRACTORS OF AMERICA, THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AND THE REQUIREMENTS OF TITLE 9 OF THE CODE OF FEDERAL REGULATIONS, PART 1926, "SAFETY

AND HEALTH REGULATIONS FOR CONSTRUCTION".

9. ALLOWABLE WORK HOURS FOR THE PROJECT SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE SITE. THE ENTIRETY OF THE WWTP SHALL REMAIN SECURE

THROUGHOUT THE DURATION OF THE PROJECT.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION, DISPOSAL AND NEW WORK.

12. CONTRACTOR IS RESPONSIBLE TO PROVIDE RECORD DRAWINGS TO THE ENGINEER UPON COMPLETION OF THE PROJECT IN

ACCORDANCE WITH SPECIFICATION SECTION 01720 - PROJECT RECORD DOCUMENTS.

13. THE WASTE WATER TREATMENT SYSTEMS THROUGHOUT THE PROJECT AREA ARE ACTIVE AND THE CONTRACTOR SHALL MAINTAIN SERVICE OF UNIT PROCESSES WITHIN THE WWTP AT ALL TIMES. ALLOWABLE INTERRUPTIONS OR SHUT DOWNS OF

UNIT PROCESSES HAVE BEEN INDICATED IN DIVISION O1 AND ON THE DRAWINGS.

14. ITEMS SHOWN IN GRAY SCALE AND LABELED N.I.C. (NOT IN CONTRACT) ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY

AND ARE NOT PART OF THIS CONTRACT SCOPE OF WORK.

15. WHERE PAYMENTS MAY BE MADE FOR REMOVING EXISTING MATERIALS THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT INSPECTION OF THE MATERIALS CAN BE CONDUCTED PRIOR TO REMOVAL. THE ENGINEER SHALL BE NOTIFIED IN ADVANCE. THE CONTRACTOR SHALL NOT PROCEED UNTIL MEASUREMENTS HAVE BEEN TAKEN. THE ENGINEER SHALL WITNESS THE MEASUREMENTS AND SHALL APPROVE THE RECORD OF MEASUREMENTS. ALL MATERIALS REMOVED WITHOUT CONFORMING TO THE ABOVE PROCEDURES AND WHICH ENGINEER CANNOT VERIFY OR SUBSTANTIATE, WILL NOT BE PAID FOR.

MEASUREMENTS SHALL BE CONDUCTED IN PLACE PRIOR TO EXCAVATION WITHIN PAY LIMITS SHOWN ON THE DRAWINGS OR

AS INDICATED IN THE CONTRACT DOCUMENTS.

16. AT ALL UTILITY CROSSINGS GREATER THAN 12-INCHES UNDER EXISTING WATER MAINS OR EXISTING UTILITIES WHERE COMPACTION AND TESTING OF BACKFILL IS NOT FEASIBLE. BACKFILL SHALL BE COMPACTED 3/4-INCH CRUSHED STONE TO THE

MID-POINT OF THE WATER MAIN.

DEMOLITION GENERAL NOTES:

1. REFER TO THE INDIVIDUAL DISCIPLINE DEMOLITION DRAWINGS FOR ADDITIONAL DETAILS, REQUIREMENTS AND LIMITS OF WORK IN EACH AREA.

2. LOCATION OF ALL UNDERGROUND UTILITIES (EXISTING PIPE, STRUCTURES, ELECTRICAL, ETC.) IS APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL LOCATIONS AND

DIMENSIONS PRIOR TO START OF CONSTRUCTION.

3. AS PART OF THIS PROJECT THE OWNER RESERVES THE RIGHT TO SALVAGE ALL DEMOLISHED ITEMS OR PORTIONS THEREOF. COORDINATE AND VERIFY WHETHER DEMOLISHED ITEMS WILL BE SALVAGED BY THE OWNER PRIOR TO DISPOSAL OR TRANSPORT TO DESIGNATED STOCKPILE AREA. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR DEMOLITION OF ALL ITEMS, EQUIPMENT, STRUCTURES, PIPING,

APPURTENANCES, ETC., AS INDICATED IN THE CONTRACT DOCUMENTS. PROVIDE TRANSPORTATION OF ALL DEMOLISHED ITEMS TO AREAS DESIGNATED BY THE OWNER. FIELD VERIFY THE LOCATION OF

STORED DEMOLISHED ITEMS WITH THE ENGINEER AND OWNER PRIOR TO TRANSPORT AND

STOCKPILING. DEMOLISHED ITEMS WHICH THE OWNER DOES NOT WISH TO SALVAGE SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF

IN A PROPER AND LAWFUL MANNER.

4. DIMENSIONS AND LOCATIONS OF EXISTING EQUIPMENT, APPURTENANCES AND STRUCTURES HAVE BEEN OBTAINED AND SHOWN FROM EXISTING RECORD DRAWINGS. FIELD VERIFY ALL DIMENSIONS PRIOR TO

COMMENCEMENT OF DEMOLITION WORK.

5. EXISTING EQUIPMENT, APPURTENANCES, AND STRUCTURES NOT DIRECTLY RELATED TO THE WORK TO BE PERFORMED AS PART OF THE CONTRACT HAVE BEEN OMITTED FOR CLARITY. IT IS NOT WARRANTED THAT THE LOCATIONS AND DIMENSIONS OF EXISTING EQUIPMENT, APPURTENANCES, AND STRUCTURES ARE EXACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD VERIFICATION OF EXISTING DIMENSIONS, CONDITIONS, LOCATIONS OF PIPING, LOCATIONS OF EQUIPMENT, ELECTRICAL CONDUITS, ETC. FOR THE DEMOLITION WORK TO BE CONDUCTED AS PART OF THIS CONTRACT.

6. THE DEMOLITION, MODIFICATION OR ALTERATION OF EXISTING STRUCTURES, EQUIPMENT AND RELATED

APPURTENANCES SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL

CODES/REGULATIONS.

7. ALL PENETRATIONS CUT FOR NEW PIPING OR EQUIPMENT THROUGH EXISTING CONCRETE OR MASONRY WALLS, FLOORS, SLABS, ETC. SHALL BE CORE DRILLED. STRUCTURAL MEMBERS SHALL NOT BE CUT OR

ALTERED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER.

8. WHERE PIPING IS TO BE REMOVED OR ABANDONED IN PLACE, ISOLATE ALL REMAINING PIPING SEGMENTS AND PROVIDE WATER TIGHT BLIND FLANGES, CAPS, OR NON-SHRINK GROUT MASONRY

PLUGS AS INDICATED OR AS DIRECTED BY THE ENGINEER.

9. THE TERM "ABANDON" SHALL BE DEFINED AS EXISTING PIPING, EQUIPMENT OR AN APPURTENANCE TO

BE TAKEN OUT OF SERVICE AND LEFT IN PLACE.

10. THE TERM "DEMOLISH" SHALL BE DEFINED AS THE REMOVAL AND LAWFUL DISPOSAL OF AN ITEM AND

ALL RELATED APPURTENANCES COMPLETELY BACK TO THE SOURCE.

11. THE TERM "REMOVE" SHALL BE DEFINED AS EXISTING PIPING, EQUIPMENT OR AN APPURTENANCE WHICH

IS TO BE TAKEN OUT OF SERVICE, REMOVED AND LAWFULLY DISPOSED OF.

12. THE TERM "RELOCATE" SHALL BE DEFINED AS REMOVAL OF EXISTING EQUIPMENT. PIPING OR RELATED APPURTENANCES AS INDICATED IN THE CONTRACT DOCUMENTS OR AS DIRECTED BY THE ENGINEER.

PROVIDE CLEANING, FLUSHING, DRAINING AND DISPOSAL OF ALL CONTENTS OF ALL ITEMS TO BE

RELOCATED. PROVIDE INSTALLATION OF RELOCATED ITEMS AS INDICATED IN THE CONTRACT

DOCUMENTS OR AS DIRECTED BY THE ENGINEER.

13. THE TERM "EXISTING" SHALL BE DEFINED AS EQUIPMENT, PIPING AND RELATED APPURTENANCES TO

REMAIN IN SERVICE UNLESS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS. PIPING,

EQUIPMENT AND APPURTENANCES MAY BE DISCONNECTED TEMPORARILY TO ALLOW FOR

CONSTRUCTION OF NEW WORK. REFER TO THE CONTRACT DOCUMENTS AND SEQUENCE OF

CONSTRUCTION FOR ADDITIONAL DETAILS AND REQUIREMENTS.

14. WHERE PARTIAL DEMOLITION OF PIPING IS REQUIRED, PROVIDE NEW PIPING SUPPORTS FOR ALL EXISTING PIPING TO REMAIN. REMOVAL OF PIPING SHALL BE TO LIMITS AS INDICATED IN THE CONTRACT

DOCUMENTS AND AS DIRECTED BY THE ENGINEER.

15. ALL ITEMS WITH A HATCHED, BOLD DESIGNATION SHALL INDICATE EXISTING ITEMS TO BE DEMOLISHED.

ALL ITEMS INDICATED FOR DEMOLITION SHALL BE REMOVED COMPLETELY BACK TO THE SOURCE. ALL ASSOCIATED HARDWARE, CONDUIT BOXES, WIRING TROUGHS, WIRE, CABLE, HANGERS, ETC. SHALL

ALSO BE REMOVED. PROVIDE WATERTIGHT CAPS FOR ALL ABANDONED ELECTRICAL CONDUITS.

16. ALL ITEMS WHICH ARE EMBEDDED IN OR PENETRATE CONCRETE SHALL BE CUT FLUSH TO THE EXISTING SURFACE. PROVIDE A GAS TIGHT SEAL FOR ALL DEMOLISHED PENETRATIONS. REPAIR AND PATCH THE EXISTING SURFACE TO MATCH THE EXISTING SURROUNDING CONDITIONS. PROVIDE A SMOOTH FINISH FREE FROM ANY IRREGULARITIES. IF THE SURROUNDING SURFACES ARE FINISHED, PROVIDE NEW

COATINGS TO MATCH EXISTING CONDITIONS.

CENTER LINE

HIDDEN ITEMS

EXISTING ITEMS

PROPOSED ITEMS

DEMOLITION ITEMS

MATCH LINE

LINETYPES

EXISTING CONTOUR

PROPOSED CONTOUR

SF SILT FENCE

LOD LIMITS OF DISTURBANCE

X FENCE

PROPERTY LINE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

DEMOLITION AREA

C-XX-XXXX CIVIL DETAIL NUMBER

ASPHALT PAVEMENT

(RESURFACE ONLY)

STONE AGGREGATE

L. SALEEBY

W. CARRAWAY

C01

CIVIL - SITE PLAN

GENERAL NOTES AND LEGENDG. CUMMINGS

SURVEY NOTES:

1. AERIAL SURVEYS PREPARED BY:

AERIAL PHOTOMAPPING SERVICES

2921 LARKIN AVE

CLOVIS, CA 93612

559-291-0147

JOB # 201818

AERIAL MAPPING FLIGHT DATE: 04/13/2018

2. GROUND SURVEYS PREPARED BY:

KJELDSEN, SINNOCK & NEUDECK, INC. (KSN)

CIVIL ENGINEERS AND LAND SURVEYORS

711 N. PERSHING AVENUE

STOCKTON, CALIFORNIA 95203

(209) 946-0268 KSN JOB # 2378-0030

3. THIS DRAWING IS DEFINED WITH SURVEY FEET UNITS USING AUTOCAD CIVIL 3D 2020. ENSURE THAT UNITS ARE COMPATIBLE

WITH OTHER DRAWINGS BEFORE USING ANY EXTERNAL REFERENCES.

4. THIS AERIAL MAPPING IS BASED ON STEREO PHOTOGRAPHY OBTAINED ON APRIL 13, 2018.

5. IN OPEN, UNOBSTRUCTED AREAS, THIS MAP CONFORMS TO NATIONAL MAPPING ACCURACY STANDARDS FOR 1"=20' MAPPING WITH 1' CONTOURS. IN AREAS OF DENSE VEGETATION OR WHERE OVERHEAD STRUCTURES OBSCURE THE GROUND FROM CLEAR VIEW IN THE AERIAL PHOTOGRAPHY, CONTOURS MAY DEVIATE FROM THEIR CORRECT ELEVATION AND PLANIMETRIC

FEATURES MAY NOT BE INCLUDED.

6. INFILL GROUND SURVEYS MAY BE NECESSARY TO CONFIRM FEATURES AND ELEVATIONS AT CRITICAL LOCATIONS TO BE

DETERMINED BY THE DESIGN TEAM.

7. UNDERGROUND UTILITIES ARE NOT SHOWN HEREIN.

8. MAPPING WAS SUPPLEMENTED WITH GROUND SURVEYS ON 8/6/2020 AT THE PROPOSED NEW ADMIN BUILDING LOCATION.

T D

Fi le : C

C \A

C C

D O

C S\

N D

-0

N \C

N (1

-0

D L

D S av ed b y

S av e da te : 9

/2 4/

CAMPUS SOLAR

FACILITIES

ENHANCED TREATMENT

AND SITE UPGRADE

PROGRAM

20118-014

800-606

C. PORTNER

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

USD NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:HAZEN AND SAWYER

101 MONTGOMERY STREET, SUITE 1500

SAN FRANCISCO, CA 94104

SHEET

NUMBER:

FINAL DRAWINGS - ISSUED FOR CONSTRUCTION

OCTOBER 2025

1 CONSTRUCTION 10/25 CGP

Buil de r's Exc ha ng e lsaleeby Layout1 lsaleeby Image lsaleeby

X X

XXXX

X X

X X X X X

X X

X X X X X X X X X X X X X X

XXXX

X X X

X X

XXXXX

X X

W W W W

W W

WW W

W W

GAS

X X

W W

GAS

FOC

FOC FOC FOC

STOP

YIELDYIELD

STOP

OOO

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

LOD LOD

LOD

LODLODLOD

OOO

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

CONCRETE

VALLEY GUTTERC-32-0531CONCRETE CURB

AND GUTTERC-32-0530

STOP

2018-B

EL 8.33 BDISK

2IN USD BM

2018-A

EL 8.55

SET BDISK

2IN USD BM

EL 8.33

PAINTED PX -

NAIL AND SHINER

EL 10.07

KSN PRIMARY CONTROL -

PK NAIL WITH SHINER,

PRIMARY CONTROL POINT

AND PHOTO CONTROL

TARGET

O H

E O

H E

OHE

OOO

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

LOD LOD

LOD

LODLODLOD

OOO

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

EL 7.98

KSN CONTROL - REBAR

WITH

YELLOW CAP MARKED

KSN CONTROL, PRIMARY

CONTROL POINT

SCALE: 1" = 60'

PLAN

T D

Fi le : C

C \A

C C

D O

C S\

N D

-0

N \C

N (1

-0

N P

S av ed b y H

S av e da te

: 1 0/

A M

CAMPUS SOLAR

FACILITIES

ENHANCED TREATMENT

AND SITE UPGRADE

PROGRAM

20118-014

800-606

C. PORTNER

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

USD NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:HAZEN AND SAWYER

101 MONTGOMERY STREET, SUITE 1500

SAN FRANCISCO, CA 94104

SHEET

NUMBER:

FINAL DRAWINGS - ISSUED FOR CONSTRUCTION

OCTOBER 2025

1 CONSTRUCTION 10/25 CGP

L. SALEEBY

W. CARRAWAY

C10

CIVIL - SITE PLAN

OVERALL DEMOLITION PLANG. CUMMINGS

DEMOLISH PORTIONS OF

COVERED STORAGE, SEE

STRUCTURAL AND

ELECTRICAL SHEETS

AREA 1 (NOT INCLUDED IN THIS CONTRACT) AREA 3 (NOT INCLUDED IN THIS CONTRACT)

AREA 6

AREA 4 (NOT INCLUDED IN THIS CONTRACT)AREA 2 (NOT INCLUDED IN THIS CONTRACT)

AREA 5 (NOT INCLUDED IN THIS CONTRACT)

AREA 7

AERATION

BASINS 5-8

AERATION

BASINS 1-4 SECONDARY

CLARIFIERS 5 & 6

FIELD OPERATIONS

BUILDING

COVERED STORAGE

SOLAR PANELS

COVERED

STORAGE

HEAT/MIX

BUILDING 4

PRIMARY

DIGESTER 6

MAINTENANCE

SHOP

GENERATOR

BUILDING 1

PRIMARY

DIGESTER 5

PRIMARY

DIGESTER 4

GENERATOR

BUILDING 3

PRIMARY

DIGESTER 3

PRIMARY

DIGESTER 1

PRIMARY

DIGESTER 2

THICKENER

ELECTRICAL

BUILDING

THICKENER 1

THICKENER 2

THICKENER 3

THICKENER 4

THICKENER

CONTROL

BUILDING

SECONDARY

DIGESTER 1

SECONDARY

DIGESTER 2

GBT

DEGRITTER

BUILDING

COGEN

ALVARADO

INFLUENT

PUMP

STATION

EAST BLOWER

BUILDING

WEST

BLOWER

BUILDING

SECONDARY

CLARIFIER 1

CHLORINE

CONTACT

TANK

SECONDARY

CLARIFIER 2

SECONDARY

CLARIFIER 3

SECONDARY

CLARIFIER 4

THICKENER

ELECTRICAL

BUILDING

PRIMARY

DIGESTER 7

CONTROL

BOX 4

SLUDGE PUMP

ROOM 4

SLUDGE

PUMP

ROOM 2

CONTROL

BOX 3

CAMPUS

SURVEY CONTROL STATEMENT:

COORDINATES, BEARINGS, AND DISTANCES ARE BASED ON THE NORTH AMERICAN

DATUM OF 1983 (NAD83) CONVERTED TO THE CALIFORNIA COORDINATE SYSTEM OF 1983,

ZONE 3, SURVEY FEET UNITS. AS REFERENCED BY AVAILABLE CITY OF UNION CITY

CONTROL MONUMENTS PER RECORD OF SURVEY NO 2318, BOOK 35 OF SURVEYS, PAGES

44-87, ALAMEDA COUNTY. ALL COORDINATES ARE GRID WITH A 2007.00 EPOCH DATE

ADJUSTMENT. GROUND DISTANCES MUST BE MULTIPLIED BY 0.99993387 TO OBTAIN GRID

DISTANCES, MULTIPLY GRID DISTANCES BY 1.00006613 TO OBTAIN GROUND DISTANCES.

ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88), AS PER SAID RECORD OF SURVEY.

SECONDARY

CLARIFIER 1

EFFLUENT

FACILITY

SECONDARY

CLARIFIER 2

SECONDARY

CLARIFIER 3

SECONDARY

CLARIFIER 4

RAS/WAS

PUMP

STATION

MW2

MW-1 UNDERGROUND

FUEL TANKS

SWITCHGEAR SE

MATERIAL BUNKERS

MW-3

WATER BLAST

STORM DRAIN

PUMP STATION

FUEL ISLAND

ASPHALT PAVEMENT

CUT

SURVEY CONTROL (SEE SURVEY NOTES, SHEET C-01)

POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION

306 2040933.96 6100663.88 10.07 KSN PRIMARY CONTROL - PK NAIL WITH SHINER, PRIMARY CONTROL POINT AND PHOTO CONTROL TARGET.

307 2041304.24 6100992.34 8.33 PAINTED PX - NAIL AND SHINER

501 2042273.04 6101120.89 7.98 KSN CONTROL - REBAR WITH YELLOW CAP MARKED KSN CONTROL, PRIMARY CONTROL POINT.

2018-A 2042101.72 6100552.41 8.55 BDISK 2IN USD BM

2018-B 2042577.09 6100939.02 8.33 BDISK 2IN USD BM

SURVEY CONTROL POINT (SEE TABLE BELOW)

NOTES:

1. SEE SECTION 02 81 00 FOR THE FINDINGS OF THE HAZARDOUS MATERIAL SURVEY

CONDUCTED ON THE COVERED STORAGE AREA AND THE HANDLING AND DISPOSAL OF

HAZARDOUS MATERIALS.

2. SEE SECTION 01600 FOR A LIST OF EQUIPMENT TO BE SALVAGED AND TURNED OVER TO

THE DISTRICT.

3. RECOMMENDED BORING LOCATIONS SHOWN. AT LEAST 2 BORINGS SHALL BE TAKEN. ONE

SHALL BE OUTSIDE OF THE REMEDIATION AREA SHOWN IN THE GEOTECHNICAL REPORT

AND ONE SHALL BE INSIDE THE REMEDIATION AREA. BORINGS SHALL BE LEFT OPEN FOR

OBSERVATION FOR A MINIMUM OF 24 HOURS.

WASH EQUIPMENT ROOM

WASH RACK

FMC STORAGE AREA

CS STORAGE AREA

STORAGE

SECURE

STORAGE

~6900 SF STAGING AREA

SUGGESTED

BORING

LOCATION 1

SEE NOTE 3

SUGGESTED BORING LOCATION 1

SEE NOTE 3

POWER VAULT

Buil de r's Exc ha ng e lsaleeby Layout1 lsaleeby Image lsaleeby

X X

XXXX

XXX

X X

X X X

X X X X X X X X X X X X X

XXXX

X X X

X X

XXXXX

X X

W W W W

W W

WW W

W W

GAS

X X

W W

GAS

FOC

FOC FOC FOC

STOP

YIELDYIELD

STOP

UGCUGC

U G

SDSD

UGC UGC UGCUGC UGC UGC

UGC

U G

C U

G C

U G

C U

G C

U G

GAS

STOP

O H

E O

H E

OHE

OOO

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

LOD LOD

LOD

LODLODLOD

OOO

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

NOTES:

1. SEE DRAWING C10 FOR SURVEY CONTROL POINTS AND BENCHMARKS.

2. CONTRACTOR TO PROTECT MONITORING WELL IN PLACE AND MAINTAIN DISTRICT ACCESS TO WELLS FOR ANNUAL SAMPLING

ACTIVITIES.

3. ASSUME ALL EXCAVATED MATERIAL SHALL BE REQUIRED TO BE DISPOSED AT A CLASS I LANDFILL. SEE SECTION 02 61 13 FOR

REQUIREMENTS FOR HANDLING CONTAMINATED SOILS.

4. SEE SECTION 00810 FOR REQUIREMENTS RELATED TO CEQA COMPLIANCE.

5. WASH RACK TO REMAIN OPERATIONAL DURING CONSTRUCTION. MAINTAIN ACCESS AND PROVIDE TEMPORARY UTILITY CONNECTIONS

AS REQUIRED. SEE SECTION 01010 FOR WORK RESTRICTIONS.

6. FIELD LOCATE WASH WATER LINE FROM FUEL ISLAND AND KEEP IN SERVICE DURING CONSTRUCTION. MAINTAIN ACCESS AND PROVIDE TEMPORARY UTILITY CONNECTIONS AS REQUIRED. SEE SECTION 01010 FOR WORK RESTRICTIONS

SCALE: 1" = 60'

PLAN

T D

Fi le : C

C \A

C C

D O

C S\

N D

-0

N \C

N (2

-0

S av ed b y H

S av e da te

: 1 0/

A M

CAMPUS SOLAR

FACILITIES

ENHANCED TREATMENT

AND SITE UPGRADE

PROGRAM

20118-014

800-606

C. PORTNER

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

USD NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:HAZEN AND SAWYER

101 MONTGOMERY STREET, SUITE 1500

SAN FRANCISCO, CA 94104

SHEET

NUMBER:

FINAL DRAWINGS - ISSUED FOR CONSTRUCTION

OCTOBER 2025

1 CONSTRUCTION 10/25 CGP

L. SALEEBY

W. CARRAWAY

C20

CIVIL - SITE PLAN

OVERALL PLANG. CUMMINGS

AREA 1 (NOT INCLUDED IN THIS CONTRACT)

AREA 4 (NOT INCLUDED IN THIS CONTRACT)AREA 2 (NOT INCLUDED IN THIS CONTRACT)

AREA 7

AREA 3 (NOT INCLUDED IN THIS CONTRACT)

AREA 6

AREA 4

AREA 5 (NOT INCLUDED IN THIS CONTRACT)

AERATION

BASINS 5-8

AERATION

BASINS 1-4 SECONDARY

CLARIFIERS 5 & 6

FIELD OPERATIONS

BUILDING

COVERED STORAGE

SOLAR PANELS

HEAT/MIX

BUILDING 4

PRIMARY

DIGESTER 6

MAINTENANCE

SHOP

GENERATOR

BUILDING 1

PRIMARY

DIGESTER 5

PRIMARY

DIGESTER 4

GENERATOR

BUILDING 3

PRIMARY

DIGESTER 3

PRIMARY

DIGESTER 1

PRIMARY

DIGESTER 2

THICKENER

ELECTRICAL

BUILDING

THICKENER 1

THICKENER 2

THICKENER 3

THICKENER 4

THICKENER

CONTROL

BUILDING

SECONDARY

DIGESTER 1

SECONDARY

DIGESTER 2

GBT

DEGRITTER

BUILDING

COGEN

ALVARADO

INFLUENT

PUMP STATION

EAST BLOWER

BUILDING

WEST

BLOWER

BUILDING

SECONDARY

CLARIFIER 1

CHLORINE

CONTACT

TANK

SECONDARY

CLARIFIER 1

CAMPUS

SECONDARY

CLARIFIER 2

SECONDARY

CLARIFIER 3

SECONDARY

CLARIFIER 4

THICKENER

ELECTRICAL

BUILDING

PRIMARY

DIGESTER 7

EFFLUENT

FACILITY

SECONDARY

CLARIFIER 2

SECONDARY

CLARIFIER 3

SECONDARY

CLARIFIER 4

RAS/WAS

PUMP

STATION

CONTROL

BOX 4

SLUDGE PUMP

ROOM 4

SLUDGE

PUMP

ROOM 2

CONTROL

BOX 3

MW2, SEE

NOTE 2

MW-1

UNDERGROUND

FUEL TANKS

SWITCHGEAR SE

MATERIAL BUNKERS

MW-3

WATER BLAST

STORM DRAIN

PUMP STATION

FUEL ISLAND

SEE NOTE 6 CONTRACTORS

ENTRANCE

COVERED

STORAGE

ASPHALT PAVEMENT, TYP

WASH EQUIPMENT ROOM

WASH RACK

SEE NOTE 5

FMC STORAGE AREA

CS STORAGE AREA

STORAGE

SECURE

STORAGE

DOWNSPOUT, TYP

SEE ARCH DWGS

LEAVE ACCESS

FOR TRUCKS

POWER VAULT

Buil de r's Exc ha ng e lsaleeby Layout1 lsaleeby Image lsaleeby

X X

X X XX X X

X X

W W

GAS GAS GAS GAS

W W W W

FOC

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

STOP

YIELDYIELD

STOP

UGCUGC

UGC UGC

UGC

UGCUGC UGC

U G

UGC

U G

C U

G C

U G

SDSDSD

UGC

U G

C U

G C

UGC UGC

UGC

U G

C U

G C

U G

C U

G C

U G

C U

G C

U G

UGC

U G

C U

G C

U G

C U

G C

UGC

GAS

GASGAS

GAS

8.40

8.75

8.40EG 8.80

FL 8.55

7.65

N 2042236.7687 E 6101093.7853

8.46

9.05

8.75

9.05

8.50

STOP

9.50

8.75

8.50

9.08

TC 8.50

BC 8.00

TC 8.50

BC 8.00

7.80

8.25

8.00

7.80

7.83 7.85

9.00

10.00

9.50

7.71

8.46

TC 8.50

BC 8.00

CB #2

GRATE 8.38

INV OUT (SW) 4.63 (6")

" S

15" SD

INV OUT : -4.00

LOD

D LO

LODLODLODLODLODLODLODLODLOD

SCALE: 1" = 20'

PLAN

T D

Fi le : C

C \A

C C

D O

C S\

N D

-0

N \C

N (2

-0

S av ed b y H

S av e da te

: 1 0/

A M

CAMPUS SOLAR

FACILITIES

ENHANCED TREATMENT

AND SITE UPGRADE

PROGRAM

20118-014

800-606

C. PORTNER

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

USD NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:HAZEN AND SAWYER

101 MONTGOMERY STREET, SUITE 1500

SAN FRANCISCO, CA 94104

SHEET

NUMBER:

FINAL DRAWINGS - ISSUED FOR CONSTRUCTION

OCTOBER 2025

1 CONSTRUCTION 10/25 CGP

L. SALEEBY

W. CARRAWAY

C26

CIVIL - SITE PLAN

PARTIAL PLAN - AREA 6G. CUMMINGS

AREA 6

CAMPUS

SECONDARY

CLARIFIER 2

STORM DRAIN

PUMP STATION

FUEL

ISLAND

CONTRACTORS

ENTRANCE

ASPHALT PAVEMENT, TYP

SEE C27 FOR

CONTINUATION

NOTES:

1. FIELD LOCATE WASH WATER LINE FROM

FUEL ISLAND AND KEEP IN SERVICE

DURING CONSTRUCTION. MAINTAIN

ACCESS AND PROVIDE TEMPORARY

UTILITY CONNECTIONS AS REQUIRED.

SEE SECTION 01010 FOR WORK

RESTRICTIONS.

SEE NOTE 1

POWER VAULT

ELEC DUCT BANK

SEE DWG E-102

Buil de r's Exc ha ng e lsaleeby Layout1 lsaleeby Image lsaleeby

XXXX

X X

W W

WWW

W W

GAS

LOD

LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD

LODLODLODLO

DLO

D UGC

SD JB #12

RIM 10.79

INV IN 6.41 (4")

INV THRU 5.73 (12")

48 LF 12" SD

S = 0.004

SDCB #11

GRATE 9.30

INV 5.92

158 LF 12" SD

S=0.005

56 LF 12" SD @ S = 0.005

SD CB #13

GRATE 7.94

INV IN 4.67

INV OUT 4.47

SD JB #14

RIM 10.36

INV IN 5.09

INV OUT 4.89

118 LF 12" SD

S = 0.002

MH #1

RIM 9.47

INV IN (N) 4.06 (12")

INV IN (SW) 4.06 (12")

INV OUT (E) 4.06 (15")

CB #3

GRATE 8.41

INV OUT (S) 5.40 (12")

CB #1

GRATE 9.70

INV IN 4.60 (4")

INV OUT 4.50 (12")

10 LF 4" SD @ S = 0.020

CB #2

GRATE 8.38

INV OUT (SW) 4.63 (6")

4" D

12" SD

15" SD

12" SD

6" SD

O H

E O

H E

O H

E O

H E

O H

E O

H E

FH PIV FDC

DOWNSPOUT, TYP

SEE ARCH DRAWINGS

SCALE: 1" = 20'

PLAN

T D

Fi le : C

C \A

C C

D O

C S\

N D

-0

N \C

N (2

-0

S av ed b y H

S av e da te

: 1 0/

CAMPUS SOLAR

FACILITIES

ENHANCED TREATMENT

AND SITE UPGRADE

PROGRAM

20118-014

800-606

C. PORTNER

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

USD NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:HAZEN AND SAWYER

101 MONTGOMERY STREET, SUITE 1500

SAN FRANCISCO, CA 94104

SHEET

NUMBER:

FINAL DRAWINGS - ISSUED FOR CONSTRUCTION

OCTOBER 2025

1 CONSTRUCTION 10/25 CGP

L. SALEEBY

W. CARRAWAY

C27

CIVIL - SITE PLAN

PARTIAL PLAN - AREA 7G. CUMMINGS

AREA 7

MW2

MW-3

MW-1

WATER BLAST

WASH EQUIPMENT ROOM

WASH RACK

UNDERGROUND

FUEL TANKS

SWITCHGEAR SE

FMC STORAGE AREA

CS STORAGE

AREA

STORAGE

MATERIAL BUNKERS

SECURE

STORAGE

COVERED

STORAGE

SEE DWG C26 FOR

CONTINUATION

SEE NOTE 1

NOTES:

1. ELEVATIONS WERE CORRECTED FROM

NGVD29 VERTICAL DATUM TO NAVD88 VERTICAL

DATUM. SEE GENERAL NOTE 1 ON DWG G02 FOR

CONVERSION FACTOR.

2. ELECTRICAL DUCT BANKS SHALL HAVE A

MINIMUM COVER OF 24 INCHES.

3. MAINTAIN ACCESS TO MATERIAL BUNKERS

AND UNDERGROUND FUEL TANKS AT ALL TIMES.

REMOVABLE BOLLARD TO

PROTECT ELEC EQUIP

BENEATH COVERED

STORAGE, TYP

SEE DETAIL 1, DWG CD01

Buil de r's Exc ha ng e lsaleeby Layout1 lsaleeby Image lsaleeby

T D

Fi le : C

C \A

C C

D O

C S\

N D

-0

N \C

N D

-0

S av ed b y

S av e da te : 8

/2 6/

CAMPUS SOLAR

FACILITIES

ENHANCED TREATMENT

AND SITE UPGRADE

PROGRAM

20118-014

800-606

C. PORTNER

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

USD NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:HAZEN AND SAWYER

101 MONTGOMERY STREET, SUITE 1500

SAN FRANCISCO, CA 94104

SHEET

NUMBER:

FINAL DRAWINGS - ISSUED FOR CONSTRUCTION

OCTOBER 2025

1 CONSTRUCTION 10/25 CGP

L. SALEEBY

W. CARRAWAY

CD01

STANDARD DETAILS

CIVIL DETAILSG. CUMMINGS

TYPE B

C-01-0102

SELECT FILL MATERIAL

(NO MATERIAL LARGER

THAN 2")

CRUSHED STONE - 1/8

PIPE OD BELOW PIPE

(MIN 6") AND UP TO

PIPE MIDPOINT

COMPACTED

SELECT FILL

TYPICAL TRENCH

C-01-0106

1/2 S

4' -0

" M

ASPHALT SURFACE

COURSE, MATCH

EXISTING, 1.5" MIN

EXISTING PAVEMENT

COMPACTED

BACKFILL

ASPHALT BASE

COURSE, 3" MIN

AGGREGATE BASE

COURSE, MATCH

EXISTING, 6" MIN

FOR ASPHALT PAVEMENT

SEE NOTE 1

NOTES:

1. SEE C-01-0107 FOR TRENCH

WIDTH, "W" VALUES.

CONCRETE ENCASED DUCT

BANKS MAY BE PLACED

AGAINST TRENCH WALLS.

2. SEE C-01-0102 FOR PIPE

BEDDING DETAILS.

TYPE I SEPARATOR

GEOTEXTILE

TRENCH EXCAVATION LIMITS

DIAMETER

INTERNAL

OF PIPE

WIDTH OF TRENCH

MAX W=MIN

4"-6" 8"-10"

12" 14"-16"

18" 20",21"

24" 27" 30" 36" 42" 48" 54" 60" 72" 78" 84" 90" 96" 108"

3'-9" 3'-9" 3'-9" 4'-2" 4'-4" 4'-8"

4'-11" 5'-9" 6'-7" 7'-4" 8'-2" 8'-9" 9'-4"

9'-10" 11'-0" 11'-8" 12'-0" 12'-6" 13'-0" 14'-0"

2'-0" 2'-2"

O.D.+2' O.D.+2' O.D.+2' O.D.+2' O.D.+2' O.D.+2' O.D.+2' O.D.+2' O.D.+2' O.D.+2' O.D.+2' O.D.+2' O.D.+2' O.D.+2'

O.D.+2' O.D.+2'

DEPTH

CUT

MAXIMUM PAVEMENT

REPLACEMENT WIDTH

0-6' >6-8'

>8-10' >10-12'

S=W+4' S=W+8'

S=W+12' S=W+16'

W = TRENCH WIDTH AT BOTTOM OF

PIPE. TRENCH SIDE SLOPES SHALL

BE IN ACCORDANCE WITH OSHA

REQUIREMENTS.

C-01-0107

>12-14' S=W+20' >14-16' S=W+24' >16-18' S=W+28'

>18' S=W+32'

4'-0"EQUALEQUAL4'-0"VARIES

12:1 3:1

3:1 SLOPE

12:1

3:1 SLOPE, MAX

VARIES - SEE SITE PLAN

C-32-0550

SLOPE AT 1/4:12 SLOPE AT 1/4:1212"

MIN

TYP

TACK COAT

1.5" ASPHALT

SURFACE COURSE

3.0" ASPHALT

BASE COURSE

NOTE:

THE 1.5" ASPHALT CONCRETE SURFACE COURSE AND THE

TACK COAT SHALL NOT BE PLACED UNTIL COMPLETION OF

ALL OTHER WORK IN CONTRACT.

TYPICAL ROADWAY SECTION

CUT SECTION FILL SECTION

6" AGGREGATE BASE COURSE

COMPACTED SUB-GRADE

TYPE I SEPARATOR GEOTEXTILE

NEW ASPHALT PAVEMENT

AGGREGATE BASE COURSE

CUT BACK EXIST BASE

COURSE 12" MIN

CUT BACK EXIST

EXIST BASE COURSE

C-32-0550SEE

C-32-0555

RESURFACED ASPHALT PAVEMENT

TACK COAT

1" M

TACK COAT

ASPHALT BASE

COURSE, 3.5" MIN

ASPHALT SURFACE

COURSE, 2" MIN

TYPICAL PAVEMENT JUNCTION WITH

RESURFACING OF EXISTING PAVEMENT

SURFACE COURSE

6" MIN FROM BASE

SLOPE

EXISTING SURFACE COURSE;

REPAIR HOLES, CRACKS, ETC.

BEFORE APPLYING TACK COAT

AND NEW ASPHALT

CD01

REMOVABLE BOLLARD DETAIL

Buil de r's Exc ha ng e lsaleeby Layout1 lsaleeby Image lsaleeby

GENERAL STRUCTURAL NOTES CONCRETE (CAST-IN-PLACE)

THESE NOTES ARE GENERAL AND SUPPLEMENT THE SPECIFICATIONS. THESE NOTES APPLY TO THE ENTIRE PROJECT UNLESS

MODIFIED OR NOTED OTHERWISE IN THE CONTRACT DOCUMENTS.

STANDARD DETAILS SHALL BE USED WHEN REFERRED TO OR WHEN NO MORE RESTRICTIVE OR DIFFERENT DETAILS ARE SHOWN

ON THE DRAWINGS.

DESIGN IS IN ACCORDANCE WITH AND CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS OF THE CALIFORNIA BUILDING CODE.

THE DESIGN LOADS AND OTHER DESIGN VALUES GIVEN IN NOTES G-4 THROUGH G-8 WERE USED FOR DESIGN OF STRUCTURES

UNLESS NOTED OTHERWISE ON THE DRAWINGS.

DESIGN TREATS SOLAR PANELS AS DEAD LOAD= 5 PSF.

LIVE LOADS:

C-1

C-2

G-1

G-2

G-3

G-4

G-5

G-6

G-7

G-8

G-9

G-10

G-11

G-12

G-13

G-14

G-15

-ALL STAIRWAYS, LANDINGS AND PLATFORMS ARE DESIGNED FOR A LIVE LOAD = 100 PSF UNLESS NOTED OTHERWISE.

SEISMIC LOAD:

RISK CATEGORY = II

SEISMIC IMPORTANCE FACTOR (Ie) = 1.0

SITE CLASS = AS PER SITE SPECIFC STUDY

MAPPED SPECTRAL RESPONSE ACCELERATIONS (Ss/S1) = 1.622/1.613

SPECTRAL RESPONSE ACCELERATIONS (SMS/SM1) = 1.425/1.563

SPECTRAL RESPONSE COEFFICIENTS (SDS/SD1) = 0.95/1.042

SEISMIC DESIGN CATEGORY = D

RAIN LOAD:

RAIN INTENSITY (i) = 2.5 IN/HR

ALL DIMENSIONS INDICATED FOR EXISTING STRUCTURES SHALL BE VERIFIED BY FIELD MEASUREMENT. ALL DIMENSIONS THAT ARE CONTROLLED BY OR RELATED TO EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR WITH THE MANUFACTURER SHOP DRAWINGS

PRIOR TO CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING INFORMATION IN THE FIELD AS REQUIRED FOR NEW WORK.

IF A CONFLICT IS FOUND BETWEEN DIFFERENT PORTIONS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. CONTINUED CONSTRUCTION OF THE AREA IN CONFLICT SHALL BE AT THE CONTRACTOR'S OWN RISK UNTIL

THE CONFLICT IS RESOLVED.

EQUIPMENT ANCHOR SIZES, TYPES, EMBEDMENT AND PATTERNS SHALL BE VERIFIED WITH THE MANUFACTURER. ALL ANCHOR

PATTERNS SHALL BE TEMPLATED TO ENSURE ACCURACY OF PLACEMENT.

STRUCTURAL DRAWINGS SHALL BE USED IN COORDINATION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND MANUFACTURER'S

SHOP DRAWINGS.

STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STRUCTURE. DURING CONSTRUCTION, THE STRUCTURES SHALL BE PROTECTED BY BRACING AND TEMPORARY SUPPORTS WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY

OCCUR. OVERSTRESSING OF ANY STRUCTURAL ELEMENT IS PROHIBITED.

IF CONTRACTOR DESIRES TO TEMPORARILY PLACE OR MOVE LOADS ON OR ADJACENT TO EXISTING STRUCTURES OR UTILITIES DURING CONSTRUCTION PROCESS, CONTRACTOR IS EXCLUSIVELY RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY AND AVOIDING OVERSTRESSING AND DAMAGING EXISTING STRUCTURES AND UTILITIES. CONTRACTOR SHALL SUBMIT STRUCTURAL CALCULATIONS AND DRAWINGS VERIFYING THAT PROPOSED CONSTRUCTION INCLUDING APPLICATION OF TEMPORARY CONSTRUCTION LOADS WILL NOT OVERSTRESS OR DAMAGE EXISTING STRUCTURES AND UTILITIES. DRAWINGS AND CALCULATIONS SHALL BE SEALED BY A PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF CALIFORNIA. SEE NOTE G-5 FOR ALLOWABLE LIVE LOADS FOR EACH STUCTURE ONCE ALL STRUCTURAL ELEMENTS HAVE ACHIEVED DESIGN STRENGTH.

STRUCTURAL METALS

M-1

M-2

M-3

M-4

M-5

M-6

M-7

M-8

M-9

M-10

M-11

M-12

M-13

M-14

M-15

DETAIL, FABRICATE, AND ERECT STRUCTURAL STEEL IN…

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