6288_-_Plans.pdf

TITLE SHEET, LOCATION MAP,

SHEET INDEX, AND PROJECT

ADDRESS

G-1

N/A

PROJECT NUMBER: 000000000006288

10333 EL CAMINO REAL

CLIENT AGENCY

ATASCADERO, CA 93422

SAN LUIS OBISPO COUNTY

BUILDING DATASHEET INDEX APPLICABLE CODES

AREA MAP

PROJECT LOCATION

VICINITY MAP

SHT NO. DESCRIPTIONDWG NO.

G-1

G-2

G-3 3

C-1 4

ABBREVIATIONS, STANDARD SYMBOLS, GENERAL NOTES,

BENCHMARK AND BASIS OF BEARING

PROJECT INDEX MAP

WELL #5 SITE AND PIPING PLAN

TITLE SHEET, LOCATION MAP, SHEET INDEX, AREA MAP,

AND PROJECT ADDRESS

C-25 TREATMENT AND STORAGE RESERVOIRS IMPROVEMENT

PLANS AND DETAIL

C-36 WATER MAIN REPLACEMENT PLAN

C-47 CONNECTION DETAILS

S-112 STRUCTURAL GENERAL NOTES AND DETAILS

S-213 WELL PUMP HOUSE 5 FOUNDATION PLAN AND

STRUCTURAL DETAILS

S-314 BOOSTER PUMP STATION FOUNDATION PLAN

AND STRUCTURAL DETAILS

S-415 BOOSTER PUMP STATION SECTION AND

RETAINING WALL STRUCTURAL DETAILS

M-1 WELL #5 MECHANICAL PLAN16

LOCATION MAP

NTS

NTS

WELL PUMP HOUSE 5

OCCUPANCY GROUP: TYPE U

CONSTRUCTION TYPE: II-B

NUMBER OF STORIES: 1

ACTUAL BUILDING HEIGHT: 11'-3"

TOTAL BUILDING AREA: 225 SQ. FT.

AREA OF PROJECT: 225 SQ. FT.

SEPARATED, NON-SEPARATED, NOT

ACCESSORY USE: SEPARATED

ALLOWABLE AREA: 8,500 SQ. FT.

AREA INCREASE: NONE

HEIGHT INCREASE: NONE

FIRE SPRINKLERS: NO

FIRE ALARM: NO

OTHER FIRE PROTECTION

SYSTEM: NO

SMOKE CONTROL SYSTEM: NO

BUILDING OCCUPANT LOAD: 0

STORY OCCUPANT LOAD: 0

YEAR BUILT: NEW

HIGH FIRE HAZARD

SEVERITY ZONE: NO

SEISMIC JOINTS AND

LOCATIONS: NO

EMERGENCY RESPONDER

RADIO COVERAGE: NO

AREA OF WORK

M-2 WELL #5 SECTIONS AND DETAILS17

M-3 BOOSTER PUMP STATION MECHANICAL PLAN18

M-4 19

M-5 MECHANICAL DETAILS20

M-6 MECHANICAL DETAILS21

E-2 SINGLE LINE DIAGRAM AND LOAD CALCULATIONS28

E-3 SITE PLAN AT EXISTING WELLS AND BOOSTER PUMP AREA29

E-4 SITE PLAN AT NEW BOOSTER PUMP STATION30

E-5 POWER AND INSTRUMENTATION PLAN31

E-6 LIGHTING PLAN32

E-7 NEW WELL PUMP 'WP-5' CONTROL DIAGRAM33

E-1 ELECTRICAL GENERAL NOTES, ABBREVIATIONS,

SYMBOLS, AND LEGENDS

P-2 PLUMBING DETAILS24

P-123

DEPARTMENT OF STATE HOSPITALS:

ATASCADERO POTABLE WATER BOOSTER PUMP SYSTEM

PROJECT SCOPE

THE PURPOSE OF THIS PROJECT IS TO INCREASE PRESSURE IN THE EXISTING

WATER SYSTEM TO MEET FIRE WATER DEMANDS, AND TO INTEGRATE SCADA

FOR THE EXISTING WATER SYSTEM. THE PROJECT SCOPE FOR THESE

UPGRADES INCLUDES (BUT ARE NOT LIMITED TO) THE FOLLOWING:

1. ONE (1) NEW WELL (DEVELOPMENT AND EQUIPPING)

2. NEW BOOSTER PUMP STATION

3. ONSITE PIPELINE IMPROVEMENTS

4. SCADA SYSTEM INTEGRATION

BOOSTER PUMP STATION BUILDING PLUMBING PLAN

HV-2 BUILDING HEATING, VENTILATION AND AIR

CONDITIONING (HVAC) PLAN

HV-125 BUILDING HEATING, VENTILATION AND AIR

CONDITIONING (HVAC) PLAN

BOOSTER PUMP STATION

OCCUPANCY GROUP: TYPE U

CONSTRUCTION TYPE: II-B

NUMBER OF STORIES: 1

ACTUAL BUILDING HEIGHT: 12' - 10"

TOTAL BUILDING AREA: 870 SQ. FT.

AREA OF PROJECT: 870 SQ. FT.

SEPARATED, NON-SEPARATED, NOT

ACCESSORY USE: SEPARATED

ALLOWABLE AREA: 8,500 SQ. FT.

AREA INCREASE: NONE

HEIGHT INCREASE: NONE

FIRE SPRINKLERS: NO

FIRE ALARM: NO

OTHER FIRE PROTECTION

SYSTEM: NO

SMOKE CONTROL SYSTEM: NO

BUILDING OCCUPANT LOAD: 0

STORY OCCUPANT LOAD: 0

YEAR BUILT: NEW

HIGH FIRE HAZARD

SEVERITY ZONE: NO

SEISMIC JOINTS AND

LOCATIONS: NO

EMERGENCY RESPONDER

RADIO COVERAGE: NO

C-58 CONNECTION DETAILS

C-69 BOOSTER PUMP STATION CIVIL PLAN

C-710 RETAINING WALL PLAN AND PROFILE

C-811 CIVIL DETAILS

A-1 WELL #5 AND BPS DOOR, HATCH, AND WINDOW SCHEDULE22

BOOSTER PUMP STATION MECHANICAL SECTIONS

E-8 TYPICAL BOOSTER AND HIGH FLOW PUMP CONTROL

DIAGRAM

E-9 POWER, COMMUNICATION, AND PLC IO WIRING DIAGRAM35

E-10 PLC IO WIRING DIAGRAM36

E-11 PLC IO WIRING DIAGRAM37

E-12 AQUAVX IO MODULE AND POWER WIRING DIAGRAM38

E-13 MCC-1 PLAN AND ELEVATION39

E-14 MCC-1 BACKPANEL AND COMPONENT SCHEDULE40

I-1 PIPING AND INSTRUMENTATION DIAGRAM41

I-2 PIPING AND INSTRUMENTATION DIAGRAM42

X

C A D

F ile

M

C

A L A ta s c a d e ro

B P S \W

A T R

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A S K S \D

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H E E T S \S

H T

G

.d w g

P lo t D a te

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:3 p m

P lo tt e d b y ir e n e .c h u n

Issue

DateNo. Description

Project

DSA App No.

Supervisor

Sheet Title

Designed

Sheet Number

Sheet ScaleReference North

Project Number

V2

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

Drawn

SFM Permit No.

0 1 2 3

RELATIVE BORDER SCALE IN INCHES

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

O N M L K J I H G F E D C B A

O N M L K J I H G F E D C B A

DATEPROJECT ENGINEER

MA

IRASALCEDO

C IV IL

R

EG

IS

TE

RE

D

PROFESSIONAL

ENG

INE

E R

STATE OF CALIFORN

IA

No. C77370

ATASCADERO, CA 93422

PSOMAS

10333 EL CAMINO REAL

DSH - ATASCADERO:

POTABLE WATER BOOSTER

000000000006288

0#-######

1 9/30/22 75% WD

2 6/02/23 100% WD

3 7/3/24 FINAL WD

23-S-3284-C-DR

PUMP STATION

JLB JLB/KK JAB

STATE CODES

2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CALIFORNIA

CODE OF REGULATIONS (CCR)

2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR

2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR

2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR

2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR

2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 CCR

2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CCR

2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR

2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11,

TITLE 24 CCR

2019 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 CCR

TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

2019 ASME A17.1/CSA B44-16 SAFETY CODE FOR ELEVATORS AND

ESCALATORS

PARTIAL LIST OF APPLICABLE STANDARDS

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (CA

AMENDED) - 2022 EDITION

NFPA 14 STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE

SYSTEMS (CA AMENDED) - 2019 EDITION

NFPA 17 STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS - 2021

EDITION

NFPA 17A STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS - 2021

EDITION

NFPA 20 STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR

FIRE PROTECTION - 2019 EDITION

NFPA 22 STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION -

2018 EDITION

NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE

MAINS AND THEIR APPURTENANCES (CA AMENDED) - 2019 EDITION

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (CA AMENDED) -

2022 EDITION

NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES -

2019 EDITION

NFPA 2001 STANDARD ON CLEAN AGENT FIRE EXTINGUISHING SYSTEMS (CA

AMENDED) - 2018 EDITION

UL 300 STANDARD FOR FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS

FOR PROTECTION OF COMMERCIAL COOKING EQUIPMENT- 2005

(R2014)

UL 464 AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING

SYSTEMS, INCLUDING ACCESSORIES - 2003 EDITION

UL 521 STANDARD FOR HEAT DETECTORS FOR FIRE PROTECTIVE

SIGNALING SYSTEMS - 1999 EDITION

ICC 300 STANDARD FOR BLEACHERS, FOLDING AND TELESCOPIC SEATING,

AND GRANDSTANDS - 2017 EDITION

FOR COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2022 CBC

(SFM) CHAPTER 35 AND 2022 CFC CHAPTER 80.

SEE CALIFORNIA BUILDING CODE, CHAPTER 35, FOR STATE OF CALIFORNIA

AMENDMENTS TO NFPA STANDARDS.

LIST OF FEDERAL CODES AND STANDARDS

2010 AMERICANS WITH DISABILITIES ACT STANDARDS FOR ACCESSIBLE

DESIGN INCLUDING:

1. TITLE II REGULATIONS AT 28 CFR PART 35.151.

2. 2004 AMERICANS WITH DISABILITIES ACT ACCESSIBLE GUIDELINES

(ADAAG) AT 36 CFR PART 1191, APPENDICES C AND D.

WHERE THESE TWO DIFFER, 28 CFR PART 35.151 SHALL PREVAIL.

ALL OTHER APPLICABLE CODES AND REGULATIONS, SEE SPECIFICATIONS FOR

DETAILS.

PERMIT APPLICATION NUMBERS

ATASCADERO POTABLE WATER BOOSTER PUMP SYSTEM

WELL PUMP HOUSE

23-S-3284-C-DR (PRIMARY)

23-S-5418-C-DR

PROJECT TEAM

PROJECT DIRECTOR: MICHAEL SALYER

CIVIL:

LANDSCAPING:

ARCHITECTURE:

STRUCTURAL:

MECHANICAL

ELECTRICAL:

MAIRA SALCEDO

N/A

N/A

HERNAN MONTOYA

N/A

OPTY N. FERNANDEZ

UTILITY CONTACT

RANDY DYE

CHIEF OF PLANT OPERATIONS

(805) 468-2206

RANDY.DYE@DSH.CA.GOV

NOTE TO CAL-FIRE

PROJECT DEMOLITION AND IMPROVEMENTS WILL NOT INTERFERE WITH ANY OF

THE STATE HOSPITAL'S EXISTING FIRE HYDRANTS OR THE EMERGENCY FIRE

SYSTEM.

PROJECT INFORMATION

PROJECT ADDRESS: ATASCADERO STATE HOSPITAL

10333 EL CAMINO REAL

ATASCADERO, CALIFORNIA 93422

PREPARED FOR; DEPARTMENT OF STATE HOSPITALS

1215 O STREET

SACRAMENTO, CALIFORNIA 95814

PROJECT DESCRIPTION: NEITHER NEW CONSTRUCTION NOR TENANT

IMPROVEMENT OF EXISTING OR NEW TENANT

SPACE. NOT A DEFERRED SUBMITTAL.

Z-143 LOCAL FIRE AUTHORITY FORM

Z-2 PREFABRICATED BPS BUILDING44

Z-3 PREFABRICATED BPS BUILDING45

Z-446 PREFABRICATED BPS BUILDING

Z-5 PREFABRICATED BPS BUILDING47

Z-6 PREFABRICATED BPS BUILDING48

Z-749 PREFABRICATED BPS BUILDING

Z-8 PREFABRICATED BPS BUILDING50

Z-9 PREFABRICATED BPS BUILDING51

Z-1052 PREFABRICATED WELL PUMP HOUSE

Z-11 PREFABRICATED WELL PUMP HOUSE53

Z-12 PREFABRICATED WELL PUMP HOUSE54

Z-1355 PREFABRICATED WELL PUMP HOUSE

Z-14 PREFABRICATED WELL PUMP HOUSE56

Z-15 PREFABRICATED WELL PUMP HOUSE57

Z-16 PREFABRICATED WELL PUMP HOUSE58

Z-17 PREFABRICATED WELL PUMP HOUSE59

PROJECT HAS DIVISION OF STATE ARCHITECT (DSA) EXEMPTION

PURSUANT TO CBC 11B-203.4 AND CBC 11B-203.5

7/8/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-3284

ISSUE DATE: JANUARY 16, 2025

ABBREVIATIONS

ASPHALT CONCRETE

AGGREGATE BASE

BUTTERFLY VALVE

CAST IRON PIPE

CATCH BASIN

BLIND FLANGE

DUCTILE IRON PIPE

DUCTILE IRON

CORPORATION STOP

EDGE OF PAVEMENT

FIRE HYDRANT

FINISHED SURFACE

FINISHED GRADE

FINISHED FLOOR

GRADE BREAK

INTERSECTION

INSIDE DIAMETER

HOR (HORIZ)

ID

INV

INT

IRR

GV

GB

HDR

GALV

GA

HWY

IRRIGATION

INVERT

HEADER

GATE VALVE

GALVANIZED

GAUGE

HIGHWAY

HORIZONTAL

CIP

EXIST (EX)

FL

FH

FLG

FF

FS

FUT

FG

E

EL, ELEV

F

EP

FLOWLINE

FUTURE

FLANGE

EAST

EXISTING

ELEVATION

FLARE

(CL)

CPLG

CTR

CS

L C

DI

DIA OR Ø

DTL

DIP

DWG

CLR

CL

CONT

CONC

DETAIL

DIAMETER

CENTERLINE

CENTER

COUPLING

DRAWING

CLEARANCE OR CLEAR

CLASS

CONTINUOUS

CONCRETE

ABAND

BFV

BF

BLK

CB

CF

CI

AB

AC

CAST IRON

CURB FACE

BLOCK

ABANDONED

X

WJ

WM

TC

VCP

UG

TOW

W

WELDED JOINTS

WATER METER

BY

VITRIFIED CLAY PIPE

UNDERGROUND

TOP OF WALL

TOP OF CURB

WEST

STATE REGIONAL WATER QUALITY CONTROL BOARDSRWQCB

SHT

SD

SCH

STD

STL

STA

SS

SJ

RT

REQ'D

RES

S

RWV

R/W

RW

PI

PS

RAD

R (RAD)

PVMT

PVC

PT

OD

(P/L)PL

PCC

PC (S)

PE

RECYCLED WATER

RESILIENT WEDGE VALVE

RIGHT OR RING 'TITE'

STAINLESS STEEL

SOUTH, SLOPE OR GRADIENT OF PIPELINE

SHEET

STORM DRAIN

SCHEDULE

STANDARD

STEEL

STATION

SOLDER JOINT

RIGHT-OF-WAY

REQUIRED

RESERVOIR

OUTSIDE DIAMETER

POLYVINYL CHLORIDE

POINT OF INTERSECTION

PORTLAND CEMENT CONCRETE

PUMP STATION

RADIAL

RADIUS

PAVEMENT

POINT

PROPERTY LINE

PIECES

PLAIN END

N

NAP

MJ

MIN

MH

OC

NTS

LAT

LF

MG

MAX

LG

LT

MECHANICAL JOINT

NORTH

ON CENTER

NOT TO SCALE

NOT A PART

MINIMUM

MANHOLE

LATERAL

LINEAR FEET

MILLION GALLONS

MAXIMUM

LONG, LIP OF GUTTER

LEFT

SCCP STEEL CONCRETE CYLINDER PIPE

NEC NATIONAL ELECTRICAL CODE

TG TOP OF GRATE

CONCRETE MASONRY UNIT CMU

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

SSPWC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

PP POWER POLE

DETAIL CALL-OUT

DETAIL

SHEET NO

EXIST. GAS METER

EXIST. TELEPHONE BOX

EXIST. SEWER MANHOLE

EXIST. STORM DRAIN MANHOLE

GM

EXIST. WATER METER

EXIST. POWER POLE

PP

ì ê EXIST. ELECTRICAL PULL BOX

Æ

EXIST. STREET SIGN

D EXIST. SURVEY CONTROL POINT

Ì EXIST. TELEPHONE B BOX

ó

0 EXIST. CURB FACE DRAIN

Ê EXIST. CABLE TV BOX

Å í EXIST. FLOW METER

EXISTING PIPE ENCASEMENT - TYPE AS INDICATED

EXISTING SHRUBS

EXISTING CATHODIC TEST STATION

EXISTING BLOWOFF ASSEMBLY

PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE

EXISTING ELECTRICAL OR TELEPHONE VAULT

EXISTING MANHOLE (MH)

PROPOSED WATER SERVICE RECONNECTION

EXISTING WATER METER (WM) - DOUBLE

EXISTING WATER METER (WM) - SINGLE

EXISTING CATCH BASIN (CB)

EXISTING FIRE HYDRANT (FH)

PROPOSED FIRE HYDRANT (FH)

EXISTING WATER VALVE

PROPOSED WATER VALVE

EXISTING EDGE OF PAVEMENT (EP)

EXISTING CONCRETE CURB

EXISTING RIGHT-OF-WAY LINE

EXISTING POWER CABLE

EXISTING TELEPHONE CONDUIT

EXISTING STORM DRAIN-SIZE AS INDICATED

EXISTING GAS LINE-SIZE AS INDICATED

EXISTING UNDERGROUND T.V. CABLE

EXISTING SEWER LINE-SIZE AS INDICATED

EXISTING WATER LINE-SIZE AS INDICATED

PROPOSED WATER LINE-SIZE AS INDICATED

EXISTING AIR RELEASE AND VACUUM RELIEF VALVE

EXISTING TREE

EXISTING FENCE

T

E

SD

S

G

CATV

W

CENTERLINE

EXISTING FIBER OPTIC CABLEFO

EXISTING POWER POLE

STA||NDA||RD SY||MBOLS

EXISTING STREET LAMP

AV

EXISTING SURVEY MONUMENT

PROPOSED MANHOLE (MH)

BASIS OF BEARINGS

BASIS OF THIS TOPOGRAPHIC MAP IS THE CALIFORNIA

COORDINATE SYSTEM OF 1983, ZONE 5, NAD 83 (2017.50

EPOCH) - US SURVEY FEET.

BENCHMARK

MAG SPIKE AND PSOMAS WASHER

BASED UPON CGPS STATIONS P528 (SITE NAME: RINCONADA RCS2006),

CA ORTHOMETRIC HGT (M) = 402.2023 GE01D12B

AND P525 (MORRO CREEK CS2006),

CA ORTHOMETRIC HGT (M) = 306.5408 GE01D12B

ELEV. = 1050.782' (1988 NAVD)

EXIST. DRIVEWAY

SOURCE OF TOPOGRAPHIC SURVEY

THIS TOPOGRAPHIC SURVEY, TITLED "ATASCADERO STATE HOSPITAL - WATER TANK EXTERIOR SURVEY" AND DATED 01-08-19, SHOWN IN THESE PLANS WAS PROVIDED AND PERFORMED BY PSOMAS USING GROUND

SURVEY METHODS AND COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS.

GENERAL NOTES:

1. NORMAL CONSTRUCTION WORK HOURS ARE LIMITED TO 8:00 AM TO 4:30 PM,

MONDAY THROUGH FRIDAY. WORK PROHIBITED ON SATURDAYS, SUNDAYS AND

NATIONAL HOLIDAYS. ANY PROPOSED NIGHT AND/OR WEEKEND WORK SHALL

FIRST BE REVIEWED AND APPROVED BY ATASCADERO STATE HOSPITAL

OPERATIONS AND MAINTENANCE STAFF.

2. PRIOR TO START OF THE WORK, CONTRACTOR SHALL SUBMIT A SEQUENCE OF

CONSTRUCTION FOR REVIEW AND APPROVAL BY THE ENGINEER AND

ATASCADERO STATE HOSPITAL OPERATIONS AND MAINTENANCE STAFF.

3. CONTRACTOR TO SCHEDULE CONNECTIONS TO THE EXISTING WATER SYSTEM TO

MINIMIZE DISRUPTIONS TO THE WATER DISTRIBUTION SYSTEM FOR A PERIOD

NOT TO EXCEED TWO HOURS. ALL SHUTDOWNS SHALL BE COORDINATED WITH

ATASCADERO STATE HOSPITAL OPERATIONS AND MAINTENANCE STAFF AND

THE CITY OF ATASCADERO.

4. ALL CONTRACTORS/SUBCONTRACTORS WORKING ON PUBLIC WORKS PROJECTS

MUST HAVE A CURRENT STATE OF CALIFORNIA BUSINESS LICENSE.

5. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORKING DAY

AND ROADS OPENED TO VEHICULAR TRAFFIC UNLESS OTHERWISE APPROVED

BY THE ENGINEER.

6. ALL FORMS AND COMPACTION SHALL BE INSPECTED PRIOR TO ANY CONCRETE

POUR OR ASPHALT BEING PLACED.

7. ALL SURVEY POINTS AND MONUMENTS SHALL BE PROTECTED IN PLACE OR

RE-ESTABLISHED IF THEY ARE REMOVED OR DESTROYED DURING

CONSTRUCTION.

8. THE CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL, DUST CONTROL,

AND TEMPORARY DRAINAGE CONTROL AT ALL TIMES.

9. ALL CONSTRUCTION TO BE IN CONFORMANCE WITH THE REGULATIONS OF

CAL-OSHA.

10. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND

SERVICE ALERT (USA) AT (800) 227-2600 TWO WORKING DAYS BEFORE

PERFORMING ANY DIGGING. SECTION 4216/4217 OF THE GOVERNMENT CODE

REQUIRED THAT A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A

"PERMIT TO EXCAVATE" WILL BE VALID.

11. CONTRACTOR TO PROVIDE 72 HOURS NOTICE TO THE HOSPITAL

ADMINISTRATOR FOR ANY AND ALL ROAD CLOSURES AND ANY AND ALL

DISRUPTIONS TO THE WATER SYSTEM SUPPLY. CONTRACTOR MUST OBTAIN

APPROVAL FROM HOSPITAL ADMINISTRATOR PRIOR TO ROAD CLOSURES AND

DISRUPTIONS OF WATER SYSTEM SUPPLY.

ABOVE GROUND AG

BG BELOW GROUND

FDC FIRE DEPARTMENT CONNECTION

RWGV RESILIENT WEDGE GATE VALVE

VERT VERTICAL

N/A

ABBREVIATIONS, STANDARD

SYMBOLS, GENERAL NOTES,

BENCHMARK AND BASIS OF

BEARINGS

G-2

ATASCADERO STATE HOSPITAL ASH

X

C A D

F ile

M

C

A L A ta s c a d e ro

B P S \W

A T R

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A S K S \D

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N \S

H E E T S \S

H T

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:3 a tt e d b y ir e n e .c h

Date No. Description

Project

DSA App No.

Supervisor

Sheet Title

Designed

Sheet Number

Sheet ScaleReference North

Project Number

V2

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

Drawn

SFM Permit No.

0 1 2 3

RELATIVE BORDER SCALE IN INCHES

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

O N M L K J I H G F E D C B A

O N M L K J I H G F E D C B A

DATEPROJECT ENGINEER

MAIRA SALCEDO

C I V I L

R

EG

IS

TERED

PROFESSIONAL

ENG

IN

EER

STATE OF CALIFORNIA

No. C77370

ATASCADERO, CA 93422

PSOMAS

10333 EL CAMINO REAL

DSH - ATASCADERO:

POTABLE WATER BOOSTER

000000000006288

0#-######

1 9/30/22 75% WD

2 6/02/23 100% WD

3 7/3/24 FINAL WD

23-S-3284-C-DR

PUMP STATION

JLB JLB/KK JAB

7/8/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

552*

525*

548*

519*

911* 533*

553*

501*

551*

110B

110A

532* 531*

503*

530*

511*

515*

516*

514*

512*

513*

526*

538*

520* 518* 517*

510*

523*

504*

505*

5B

5A

529*

506*

545*

508*

554*

911 912

558*

607 606

305304

560*

561*

559*

562*

1" = 200'

PROJECT INDEX

MAP

G-3

PRIMARY 1-MG POTABLE

WATER STORAGE TANK,

SEE

NEW WELL #5,

SEE SHEET C-1

NEW BOOSTER

PUMP STATION.

SEE SHEET C-6

WASTEWATER

TREATMENT CENTER

TO CITY

CONNECTION

MAINTENANCE

TUNNEL

PROJECT INDEX MAP

N

REPLACE EX. 6"

PIPELINE WITH 8" PVC.

SEE SHEET C-3

REPLACE EX. 6"

PIPELINE WITH 8" PVC.

SEE SHEET C-3

REPLACE EX. 6"

PIPELINE WITH 12" PVC.

SEE SHEET C-3

PROPOSED PROJECT

STAGING AREA

SCALE: 1" = 200'

C-2

0 200

SCALE: 1" = 200'-0"

REPLACE EX. 8"

PIPELINE WITH 8" PVC.

SEE SHEET C-3

X

C A D

F ile

M

C

A L A ta s c a d e ro

B P S \W

A T R

E S \T

A S K S \D

E S

IG

N \S

H E E T S \S

H T

G

.d w g

P lo t D a te

J u l

:4 tt e d b y ir e n e .c h

Project

DSA App No.

Supervisor

Sheet Title

Designed

Sheet Number

Sheet ScaleReference North

Project Number

V2

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

Drawn

SFM Permit No.

0 1 2 3

RELATIVE BORDER SCALE IN INCHES

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

O N M L K J I H G F E D C B A

O N M L K J I H G F E D C B A

DATEPROJECT ENGINEER

MA

IRASALCEDO

C IV IL

R

EG

IS

TE

RE

D

PROFESSIONAL

ENG

IN

E E R

STATE OF CALIFORN

IA

No. C77370

ATASCADERO, CA 93422

PSOMAS

10333 EL CAMINO REAL

DSH - ATASCADERO:

POTABLE WATER BOOSTER

000000000006288

0#-######

1 9/30/22 75% WD

2 6/02/23 100% WD

3 7/3/24 FINAL WD

23-S-3284-C-DR

PUMP STATION

JLB JLB/KK JAB

7/8/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

2.

S D S

T R U

DIRT RO

AD

DIRT ROAD

DIRT ROAD

TOP 8" PIPE

PIPE

P

IP

E

PIPE

D

D

D

D

D

D

PP

PP

PP

PP

GPSMHSMH

CONC

UV

UV

UV

UV

WV

WVWV

GATE

WV

D

IR

T R

O A D

12"

12"

12"

13"

13"

13"

15"

13"

12"

ASPH

ASPH ASPH ASPH

11+00 12+00 12+15

1" = 20'

C-1

N

(E) WELL #2,

PROTECT-IN-PLACE.

(E) WELL #3

PROTECT-IN-PLACE

DRILL AND EQUIP

NEW WELL #5,

SEE SHEET M-1

(E) WELL #4,

PROTECT-IN-PLACE

(E) TREATMENT

RESERVOIR,

PROTECT-IN-PLACE

(E) WELL #1,

PROTECT-IN-PLACE

(E) 10" WRAPPED

STL WATER PIPELINE

TO 1-MG RESERVOIR

(E) 8" C.I. WATER PIPELINE,

PROTECT-IN-PLACE (TYP)

SCALE: 1" = 20'-0"

WELL #5 SITE AND PIPING PLAN

PALOMA CREEK

150' SETBACK LINE FROM

PALOMA CREEK SURFACE

WATER (APPROXIMATE)

WELL #5 SITE AND

PIPING PLAN

NOTES TO CONTRACTOR

1. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES AND

DETERMINE ACTUAL LIMITS OF EXCAVATION.

2. CONTRACTOR TO REPLACE IN KIND AC PAVEMENT, CURB & GUTTER,

SIDEWALK, IRRIGATION OR LANDSCAPE DAMAGED DURING CONSTRUCTION.

3. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO

ADJUST PIPE REPLACEMENT AS NECESSARY.

4. ALL PIPE AND FITTINGS SHALL HAVE RESTRAINED JOINTS.

5. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL QUANTITIES

AND SHALL NOTIFY OWNERS REPRESENTATIVE WITH ANY DISCREPANCIES.

6. CONNECTION OF THE 6" DISCHARGE INTO THE EXISTING TREATMENT

RESERVOIR WILL REQUIRE THE TANK TO BE DRAINED, CLEANED,

DISINFECTED, AND REFILLED. REFER TO SPECIFICATION 33 13 00 FOR

DISINFECTION STANDARDS AND PROCEDURES.

CONSTRUCTION NOTES

6" C900 (DR 18) PVC PIPE PER1

6" MJ DI 90° BEND AND THRUST BLOCK PER 2

C-8

FOR NEW 6" DISCHARGE INTO

EXISTING TREATMENT RESERVOIR,

SEE DETAIL

(E) TREATMENT

PUMP STATION,

PROTECT-IN-PLACE

INSTALL CHLORINE

ANALYZER, SEE

EXISTING

10" CIP

C-2

C-8

C-2

PULL JOINTS

STA. 11+96.21

∠ 2.9°

0 20

SCALE: 1" = 20'-0"

S15°18'07"E N75°41'53"E S18°13'32"E

X

C A D F ile M

C

A L A ta s c a d e ro

B P S \W

A T R E S \T

A S K S \D

E S

IG

N \S

H E E T S \S

H T

C

.d w g

P lo t D a te

J u l

:4 tt e d b y ir e n e .c h

Project

DSA App No.

Supervisor

Sheet Title

Designed

Sheet Number

Sheet ScaleReference North

Project Number

V2

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

Drawn

SFM Permit No.

0 1 2 3

RELATIVE BORDER SCALE IN INCHES

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

O N M L K J I H G F E D C B A

O N M L K J I H G F E D C B A

DATEPROJECT ENGINEER

MA

IRASALCEDO

C IVIL

R

EG

IS

TE

RE

D

PROFESSIONAL

ENGIN

EE

R

STATE OF CALIFORN

IA

No. C77370

ATASCADERO, CA 93422

PSOMAS

10333 EL CAMINO REAL

DSH - ATASCADERO:

POTABLE WATER BOOSTER

000000000006288

0#-######

1 9/30/22 75% WD

2 6/02/23 100% WD

3 7/3/24 FINAL WD

23-S-3284-C-DR

PUMP STATION

JLB JLB/KK JAB

7/8/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

1/2" = 1'

TREATMENT AND

STORAGE RESERVOIRS

IMPROVEMENT PLAN

AND DETAIL

C-2

RESERVOIR CELL

#2 (0.5 MG)

SCALE: 1/2" = 1'-0"

CHLORINE ANALYZER INSTALLATION

AT 1-MG RESERVOIR OUTLET

SCALE: 1/2" = 1'-0"

6" CONNECTION INTO EXISTING

TREATMENT RESERVOIR

SCALE: 1/2" = 1'-0"

CHLORINE ANALYZER INSTALLATION

AT TREATMENT PUMP STATION

6" C900 PVC PIPE

FROM NEW WELL #5,

SEE SHEET C-1

(E) 8" CI PIPE,

FROM WELL #2

(E) EXTERIOR

RESERVOIR WALL

(E) EXTERIOR TREATMENT

PUMP STATION WALL

(E) 10" DISCHARGE

CI PIPE

(E) 8" RESERVOIR

OVERFLOW/DRAIN

(E) EXTERIOR

RESERVOIR WALL

(E) RESERVOIR

ENTRANCE HATCH

CONCRETE

(E) 12" CI PIPE

DIRT

CONCRETE

(E) FIRE

DEPARTMENT

CONNECTION

(E) 10" CI PIPE

(E) RESERVOIR ROOF

ACCESS LADDER

11'±

INV. 879.3± M

IN

CONSTRUCTION NOTES

CHLORINE ANALYZER PER

C-8

CONCRETE WALL PENETRATION PER

M-6

6" DUCKBILL CHECK VALVE (TIDEFLEX SERIES TF-2)5

1/2" TAP INTO EXISTING 10" CI PIPE PER6

C-2

F L O

W

FLOW

FLOW

FLOW FLOW

F L O

W

(E) 10" MOTORIZED

GATE VALVE

0 40

SCALE: 1" = 40'-0"

INSULATING BRASS BALL

CORPORATION STOP,

M.I.P.T. x COMPRESSION

2-PIECE 1/2" NYLON COATED MALEABLE IRON

BODY SERVICE SADDLE WITH DOUBLE TYPE 316

STAINLESS STEEL STRAPS AND F.I.T.P. OUTLET

SERVICE CONNECTIONS:

2 EACH SIDE - TYPE 316 STAINLESS

STEEL SADDLE BOLTS AND NUTS

SCALE: NTS

SERVICE CONNECTION

6" FLANGE COUPLING ADAPTER7

6" C900 (DR 18) PVC PIPE PER

C-8

6" DI 90° BEND2

(SIZE PER PLANS)

1/2" TEFLON TUBING AND FITTINGS IN 2" SCH. 80

PVC CONDUIT AND FITTINGS

SCALE: 1" = 40'-0"

CHLORINE ANALYZER INSTALLATION

AT TREATMENT PUMP STATION

EXIST. 10" WATER LINE

FROM TREATMENT

PUMP STATION

EXIST. 10" WATER LINE

TO (N) BOOSTER PUMP

STATION

REPLACE (E) BURIED 2" WATER LINE WITH NEW

10" C900 (DR 18) PVC PIPE AND FITTINGS PER

INSTALL 10" ISOLATION VALVE AT EACH NEW

POINT OF CONNECTION TO (E) PIPELINES.

CONTRACTOR TO FIELD LOCATE (E) 2" WATER LINE

AND SUBMIT PROPOSED DETAIL FOR CONNECTION

TO (E) PIPELINES TO ENGINEER FOR REVIEW AND

APPROVAL PRIOR TO INSTALLATION.

C-8

0 2

SCALE: 1/2" = 1'-0"

EXIST. PRIMARY

STORAGE RESERVOIR

X

C A D

F ile

M

C

A L A ta s c a d e ro

B P S \W

A T R

E S \T

A S K S \D

E S

IG

N \S

H E E T S \S

H T

C

.d w g

P lo t D a te

J u l

:4 tt e d b y ir e n e .c h

Project

DSA App No.

Supervisor

Sheet Title

Designed

Sheet Number

Sheet ScaleReference North

Project Number

V2

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

Drawn

SFM Permit No.

0 1 2 3

RELATIVE BORDER SCALE IN INCHES

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

O N M L K J I H G F E D C B A

O N M L K J I H G F E D C B A

DATEPROJECT ENGINEER

MA

IRASALCEDO

C IV IL

R

EG

IS

TE

RE

D

PROFESSIONAL

ENG

INE

ER

STATE OF CALIFORN

IA

No. C77370

ATASCADERO, CA 93422

PSOMAS

10333 EL CAMINO REAL

DSH - ATASCADERO:

POTABLE WATER BOOSTER

000000000006288

0#-######

1 9/30/22 75% WD

2 6/02/23 100% WD

3 7/3/24 FINAL WD

23-S-3284-C-DR

PUMP STATION

JLB JLB/KK JAB

7/8/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

551*

110B

110A

545* 554*

+0

11+00

12+00

13+00

14+00 15+00

16+00 17+00

18+00

+0

+0

110B

110A

526*

508*

554*

+0

+0

+0

+0

+0

24+00

24+

1" = 40'

WATER MAIN

REPLACEMENT PLAN

C-3

N

SCALE: 1" = 40'-0"

WATER MAIN REPLACEMENT PLAN

SCALE: 1" = 40'-0"

WATER MAIN REPLACEMENT PLAN

S E E B

E L O W

L E F T

M A T C H L

IN

E S

T A T

IO

N

.0

M A T C H L

IN

E S

T A T

IO

N

.0

S E E T

O P R

IG

H T

0 40

SCALE: 1" = 40'-0"

CONSTRUCTION NOTES

1 12" C900 (DR 18) PVC PIPE AND FITTINGS PER

C-8

EXISTING

1.5" WATER

EXISTING 8" DI

WATER MAIN

EXISTING 6" STEEL

WATER MAIN

EXISTING 8"

WATER MAIN

A

A

EXISTING 2"

WATER MAIN

2 8" C900 (DR 18) PVC PIPE AND FITTINGS PER

C-8

SLURRY FILL EXISTING 8" PIPE PER

SPECIFICATION SECTION 02 41 15

(APPROX. 486 LF)

SLURRY FILL EXISTING 6" PIPE PER

SPECIFICATION SECTION 02 41 15

(APPROX. 748 LF)

PIPELINE DEMOLITION/

ABANDONMENT NOTES

CONNECT TO EXIST. FIRE

HYDRANT AND WATER

LINE PER

CONNECT TO EXIST.

FIRE HYDRANT PER

C-4

C-4

CONNECT TO EXIST. WATER

LINE PER 3

C-4

CONNECT TO EXIST.

WATER LINE PER4

C-4

CONNECT TO EXIST.

WATER LINE PER2

C-5

CONNECT TO EXIST. WATER

LINE PER 1

C-5

1 1

3 PIPE CAP

SCALE: NTS

SECTION A-A

TRACER WIRE

PIPE IDENTIFICATION

TAPE

EXISTING PAVEMENT

SURFACE

M

IN

2'-0" MIN.

EXISTING WATER

LINE, SIZE VARIES

FROM 6" TO 8"

V A R

IE

S

NOTES TO CONTRACTOR

1. EXISTING UTILITIES INCLUDING (BUT NOT LIMITED TO)

ELECTRICAL, STORM DRAIN, SEWER, GAS,

COMMUNICATION, ETC. NOT SHOWN FOR CLARITY.

CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING

UTILITIES PRIOR TO ANY EXCAVATION.

2. ALL MEASUREMENTS SHOWN ARE APPROXIMATE,

CONTRACTOR TO FIELD VERIFY LOCATION OF

EXISTING UTILITIES AND DETERMINE ACTUAL LIMITS

OF EXCAVATION.

3. CONTRACTOR TO REPLACE IN KIND AC PAVEMENT,

CURB & GUTTER, SIDEWALK, IRRIGATION OR

LANDSCAPE DAMAGED DURING CONSTRUCTION.

4. IF PIPE JOINT ENCOUNTERED DURING

CONSTRUCTION, CONTRACTOR TO ADJUST PIPE

REPLACEMENT AS NECESSARY.

5. ALL PIPE AND FITTINGS SHALL HAVE RESTRAINED

JOINTS.

6. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF

ALL QUANTITIES AND SHALL NOTIFY OWNERS

REPRESENTATIVE WITH ANY DISCREPANCIES.

3 3

(SEE NOTE 1)

CONNECT TO EXIST. FIRE

HYDRANT SIMILAR TO

DETAIL2

C-4

EXIST. 8"x6"

REDUCER

CONNECT TO EXIST. FIRE

HYDRANT SIMILAR TO

DETAIL2

C-4

X

C A D

F ile

M

C

A L A ta s c a d e ro

B P S \W

A T R

E S \T

A S K S \D

E S

IG

N \S

H E E T S \S

H T

C

.d w g

P lo t D a te

J u l

:4 tt e d b y ir e n e .c h

Project

DSA App No.

Supervisor

Sheet Title

Designed

Sheet Number

Sheet ScaleReference North

Project Number

V2

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

Drawn

SFM Permit No.

0 1 2 3

RELATIVE BORDER SCALE IN INCHES

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

O N M L K J I H G F E D C B A

O N M L K J I H G F E D C B A

DATEPROJECT ENGINEER

MA

IRASALCEDO

CIV IL

R

EG

IS

TE

RE

D

PROFESSIONAL

ENG

IN

E

ER

STATE OF CALIFORN

IA

No. C77370

ATASCADERO, CA 93422

PSOMAS

10333 EL CAMINO REAL

DSH - ATASCADERO:

POTABLE WATER BOOSTER

000000000006288

0#-######

1 9/30/22 75% WD

2 6/02/23 100% WD

3 7/3/24 FINAL WD

23-S-3284-C-DR

PUMP STATION

JLB JLB/KK JAB

7/8/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

1" = 40'

CONNECTION

DETAILS

C-4

0 2

SCALE: 3/8" = 1'-0"

CONSTRUCTION NOTES

1 8" C900 (DR 18) PVC WATER MAIN

DEMOLITION NOTES

6" STEEL PIPE AND FITTINGS1

LEGEND

ITEMS TO BE REMOVED AND DISPOSED

6" GATE VALVE2

3 8" DI 90° BEND WITH THRUST BLOCK PER

5 8"x6" DI REDUCER

6 6" C900 (DR 18) PVC WATER MAIN

8 6" RESTRAINED TRANSITION COUPLING

9 CAP ENDS OF EXISTING WATER MAIN

4 8"x6" DI TEE WITH THRUST BLOCK PER

7 6" RWGV (BURIED) AND VALVE CAN PER

2 8" RWGV (BURIED) AND VALVE CAN PER

10 6" DI 45° BEND WITH THRUST BLOCK PER

EX. 6" STEEL

HYDRANT LATERAL

EX. 6" STEEL

WATER MAIN

EXISTING

EX. 6" GATE

VALVE

SCALE: 3/8" = 1'-0"

CONNECTION DETAIL

PROPOSED

EX. 6" STEEL

HYDRANT LATERAL

EX. 6" GATE

VALVE

10 10

'-1

CONNECTION DETAIL

EXISTING

EX. 6" STEEL

HYDRANT LATERAL

EX. 6" GATE

VALVE

EX. 2" STEEL

WATER MAIN

PROPOSED

EX. 6" STEEL

HYDRANT LATERAL

EX. 6" GATE

VALVE

1 1

6'-11" 4'-3"1'-8"

EX. 6" STEEL

WATER MAIN

EX. 6" STEEL WATER MAIN

(ABANDON-IN-PLACE) 6

EX. 2" STEEL

WATER MAIN

CONNECTION DETAIL

EXISTING

EX. 6" STEEL

WATER MAIN

EX. 6" STEEL

WATER MAIN

PROPOSED

9 9

2 24

1 1

1'-8" 3'-8"

EX. 6" STEEL

WATER MAIN

CONNECTION DETAIL

EXISTING

EX. 6" STEEL

WATER MAIN

EX. 6" STEEL

WATER MAIN

2'-6" 4'-7"

PROPOSED

9 9

2 24

1 1

EX. 6" STEEL

WATER MAIN

SCALE: 3/8" = 1'-0"

SCALE: 3/8" = 1'-0"SCALE: 3/8" = 1'-0"

NOTES TO CONTRACTOR

1. ALL PIPE AND FITTINGS SHALL HAVE RESTRAINED JOINTS.

C-8

C-8

C-8

C-8

C-8

EX. FIRE

HYDRANT

EX. FIRE

HYDRANT EX. FIRE

HYDRANT

EX. FIRE

HYDRANT

EX. 6" STEEL WATER MAIN

(ABANDON-IN-PLACE)

EX. 6" STEEL WATER MAIN

(ABANDON-IN-PLACE)

EX. 6" STEEL WATER MAIN

(ABANDON-IN-PLACE)

12 2" SERVICE CONNECTION PER

C-2

EX. 6" STEEL WATER MAIN

(ABANDON-IN-PLACE)

EX. 6" STEEL WATER MAIN

(ABANDON-IN-PLACE)

EX. 6" STEEL WATER MAIN

(ABANDON-IN-PLACE)

11 INSTALL NEW 2" WATER MAIN AND FITTINGS.

CONNECT EXIST. 2" WATER MAIN. (PIPE TYPE

TO MATCH EXISTING)

2" PIPE AND FITTINGS3

ITEMS TO BE ABANDONED-IN-PLACE

1 1

1 11 11

X

C A D

F ile

M

C

A L A ta s c a d e ro

B P S \W

A T R

E S \T

A S K S \D

E S

IG

N \S

H E E T S \S

H T

C

.d w g

P lo t D a te

J u l

:4 tt e d b y ir e n e .c h

Project

DSA App No.

Supervisor

Sheet Title

Designed

Sheet Number

Sheet ScaleReference North

Project Number

V2

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

Drawn

SFM Permit No.

0 1 2 3

RELATIVE BORDER SCALE IN INCHES

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

O N M L K J I H G F E D C B A

O N M L K J I H G F E D C B A

DATEPROJECT ENGINEER

MA

IRASALCEDO

CIV IL

R

EG

IS

TE

RE

D

PROFESSIONAL

ENG

IN

EER

STATE OF CALIFORN

IA

No. C77370

ATASCADERO, CA 93422

PSOMAS

10333 EL CAMINO REAL

DSH - ATASCADERO:

POTABLE WATER BOOSTER

000000000006288

0#-######

1 9/30/22 75% WD

2 6/02/23 100% WD

3 7/3/24 FINAL WD

23-S-3284-C-DR

PUMP STATION

JLB JLB/KK JAB

7/8/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

1" = 40'

CONNECTION

DETAILS

C-5

1 8" C900 (DR 18) PVC WATER MAIN

DEMOLITION NOTES

6" STEEL PIPE AND FITTINGS1

LEGEND

ITEMS TO BE REMOVED AND DISPOSED

6" GATE VALVE2

6" CAST IRON PIPE AND FITTINGS3

3 1.5" SERVICE CONNECTION PER

5 INSTALL NEW 1.5" WATER MAIN AND FITTINGS.

CONNECT TO EXISTING 1.5" WATER MAIN. (PIPE

TYPE TO MATCH EXISTING)

6 6" C900 (DR 18) PVC WATER MAIN PER

8 6" RESTRAINED TRANSITION COUPLING

9 SLURRY FILL AND CAP ENDS OF EXISTING WATER MAIN

4 8"x6" DI TEE WITH THRUST BLOCK PER

7 6" RWGV (BURIED) AND VALVE CAN PER

2 8" RWGV (BURIED) AND VALVE CAN PER

10 8" RESTRAINED TRANSITION COUPLING

11 6" DI 11.25° BEND WITH THRUST BLOCK PER

12 6" DI 22.5° BEND WITH THRUST BLOCK PER

13 12" C900 (DR 18) PVC WATER MAIN

14 12"x8" DI REDUCER

15 12"x6" DI TEE WITH THRUST BLOCK PER

16 12" FLGxMJ ADAPTER

17 12" DI 90° BEND WITH THRUST BLOCK PER

18 12" DI 22.5° BEND WITH THRUST BLOCK PER

19 12" DI 11.25° BEND WITH THRUST BLOCK PER

20 12" RWGV (BURIED) AND VALVE CAN PER

21 6" 45° BEND WITH THRUST BLOCK PER

SCALE: 3/8" = 1'-0"

CONNECTION DETAIL

EX. 6" STEEL

WATER MAIN

EXISTING

EX. 6" STEEL

WATER MAIN

EX. 6" STEEL

WATER MAIN

EX. 6" STEEL WATER MAIN

(ABANDON-IN-PLACE)

1 13

PROPOSED

CONNECTION DETAIL

EX. 6" CI

WATER MAIN EX. 8" CI

WATER MAIN

EX. 6" CI

WATER MAIN

EX. 6" CI

WATER MAIN

EXISTING

18 13

15 20

1 10

EX. 8" CI

WATER MAIN

EX. 1.5" CI

WATER MAIN

EX. 6" CI

WATER MAIN

PROPOSED

EX. 6" CI WATER MAIN

(ABANDON-IN-PLACE)

EX. 8" CI WATER MAIN

(ABANDON-IN-PLACE)

SCALE: 3/8" = 1'-0"

NOTES TO CONTRACTOR

1. ALL PIPE AND FITTINGS SHALL HAVE RESTRAINED JOINTS.

0 2

SCALE: 3/8" = 1'-0"

C-8

C-2

C-8

C-8

C-8

C-8

C-8

C-8

C-8

C-8

C-8

ITEMS TO BE ABANDONED-IN-PLACE

8" CAST IRON PIPE AND FITTINGS4

EX. 1.5" CI

WATER MAIN

1.5" CAST IRON PIPE AND FITTINGS5

1.5" GATE VALVE6

SCALE: 1/2" = 1'-0"

10" CONNECTION DETAIL

FLOW

FLOW

(E) 10" CI PIPE

(E) 10" CI PIPE

25 10" C900 (DR 18) PVC PIPE PER

10" RESTRAINED TRANSITION COUPLING30

10" FLGxPE DI SPOOL, LENGTH AS REQUIRED26

22 10" FLG RWGV (BURIED) AND VALVE

CAN PER

10" FLG DI SPOOL, LENGTH AS REQUIRED27

C-8

10"x6" FLGxMJ DI REDUCER29

10" FLG DOUBLE DOOR CHECK VALVE24

10" FLGxMJ RWGV (BURIED) AND VALVE

CAN PER

10" FLG DI TEE AND THRUST BLOCK PER28

C-8

C-8

SEE SHEET C-3 FOR

CONTINUATION

SEE SHEET C-3 FOR

CONTINUATION

F L O

W F L O

W

C-8

0 2

SCALE: 1/2" = 1'-0"

C-8

CONSTRUCTION NOTES

X

C A D

F ile

M

C

A L A ta s c a d e ro

B P S \W

A T R

E S \T

A S K S \D

E S

IG

N \S

H E E T S \S

H T

C

.d w g

P lo t D a te

J u l

:4 tt e d b y ir e n e .c h

Project

DSA App No.

Supervisor

Sheet Title

Designed

Sheet Number

Sheet ScaleReference North

Project Number

V2

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

Drawn

SFM Permit No.

0 1 2 3

RELATIVE BORDER SCALE IN INCHES

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

O N M L K J I H G F E D C B A

O N M L K J I H G F E D C B A

DATEPROJECT ENGINEER

MA

IRASALCEDO

CIV IL

R

EG

IS

TE

RE

D

PROFESSIONAL

ENG

IN

EER

STATE OF CALIFORN

IA

No. C77370

ATASCADERO, CA 93422

PSOMAS

10333 EL CAMINO REAL

DSH - ATASCADERO:

POTABLE WATER BOOSTER

000000000006288

0#-######

1 9/30/22 75% WD

2 6/02/23 100% WD

3 7/3/24 FINAL WD

23-S-3284-C-DR

PUMP STATION

JLB JLB/KK JAB

7/8/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

(E

C A

T T

L E

X

IN

G

M

1" = 5'

BOOSTER PUMP

STATION CIVIL PLAN

C-6

N

(E) 12.5' WIDE

ACCESS ROAD

SCALE: 1" = 5'-0"

BOOSTER PUMP STATION SITE PLAN

SUCTION PIPELINE

CONNECTION TO EXIST.

10" CI WATER PIPE.

SEE DETAIL

(E) 10" CI WATER PIPELINE

FROM 1-MG RESERVOIR

(E) 10" CI WATER PIPELINE

TO WATER SYSTEM

NOTES TO CONTRACTOR

1. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES AND

DETERMINE ACTUAL LIMITS OF EXCAVATION.

2. CONTRACTOR TO REPLACE IN KIND AC PAVEMENT, CURB & GUTTER,

SIDEWALK OR LANDSCAPE DAMAGED DURING CONSTRUCTION.

3. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO

ADJUST PIPE REPLACEMENT AS NECESSARY.

4. ALL PIPE AND FITTINGS SHALL HAVE RESTRAINED JOINTS.

5. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL QUANTITIES

AND SHALL NOTIFY OWNERS REPRESENTATIVE WITH ANY

DISCREPANCIES.

F L O

W

FLOW

FLOW

(E) BARBED WIRE FENCE

(PROTECT-IN-PLACE)

(E) BARBED WIRE FENCE

(PROTECT-IN-PLACE)

(E) CHAIN LINK FENCE

(PROTECT-IN-PLACE)

CONSTRUCTION NOTES

NEW BOOSTER PUMP STATION,

SEE SHEET M-3

C-8

DISCHARGE PIPELINE

1 10" C900 (DR 18) PVC PIPE PER

6" C900 (DR 18) PVC PIPE PER2

6" PVC (SCH 80) DRAIN LINE PER 3

PRECAST WINGED HEADWALL OUTLET STRUCTURE WITH

RIP-RAP PER

C-8

C-8

C-8

F L O

W

F L O

W

C-8

48'-6"

SINGLE HOSE BIBB PER5

P-2

A.C. UNIT

0 5

SCALE: 1" = 5'-0"

NEW RETAINING WALL,

SEE SHEET C-7

REMOVABLE GUARD POST PER6

C-8

5'-0"

(TYP.)

(T Y

P

13'-6"

66'-6"

4'-6"

946.00 FS 946.53 FS

946.18 FS

945.00 FS 945.80 FS

946.18 FS

946.51 FF

949.20 FL

950.55 FL

944.65 FL

945.80 FL

6" CMB COMPACTED TO 90%7

1" SERVICE CONNECTION PER8

1" COPPER SERVICE PIPE TYPE "K" AND FITTINGS9

946.18 FS

DESCRIPTION NORTHING EASTING

NORTH CORNER OF BOOSTER

PUMP STATION BUILDING

NO.

COORDINATE TABLE

EAST CORNER OF BOOSTER

PUMP STATION BUILDING

SOUTH CORNER OF BOOSTER

PUMP STATION BUILDING

WEST CORNER OF BOOSTER

PUMP STATION BUILDING

5777673.912366050.15

5777694.662366006.36

5777675.722365997.39

5777654.972366041.18

946.18 FS

INSTALL 2x8

REDWOOD EDGING

INSTALL 2x8

REDWOOD EDGING

2'-6" 3'-9"7'-3"

C-2

X

C A D

F ile

M

C

A L A ta s c a d e ro

B P S \W

A T R

E S \T

A S K S \D

E S

IG

N \S

H E E T S \S

H T

C

.d w g

P lo t D a te

J u l

:4 tt e d b y ir e n e .c h

Project

DSA App No.

Supervisor

Sheet Title

Designed

Sheet Number

Sheet ScaleReference North

Project Number

V2

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

Drawn

SFM Permit No.

0 1 2 3

RELATIVE BORDER SCALE IN INCHES

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

O N M L K J I H G F E D C B A

O N M L K J I H G F E D C B A

DATEPROJECT ENGINEER

MAIRASALCEDO

C I V IL

R

EG

IS

TE

RED

PROFESSIONAL

ENG

INE

ER

STATE OF CALIFORNIA

No. C77370

ATASCADERO, CA 93422

PSOMAS

10333 EL CAMINO REAL

DSH - ATASCADERO:

POTABLE WATER BOOSTER

000000000006288

0#-######

1 9/30/22 75% WD

2 6/02/23 100% WD

3 7/3/24 FINAL WD

23-S-3284-C-DR

PUMP STATION

JLB JLB/KK JAB

7/8/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

M

1" = 5'

RETAINING WALL

PLAN AND PROFILE

C-7

N

SCALE: 1" = 5'-0"

RETAINING WALL PLAN

0 5

SCALE: 1" = 5'-0"

CONSTRUCTION NOTES

1 CONCRETE RETAINING WALL, SEE SHEET S-4

WALL PROFILE

SCALE:

HORIZ: 1"=5'

VERT: 1"=5'

EXISTING SURFACE (BEHIND RETAINING WALL)

FINISHED SURFACE (FRONT OF RETAINING WALL)

LEGEND

C |O

N S |T

||R U

C ||T

||I O

N S T A .0

B E G

IN

W

A L L

T O

W E

L .1

BOF

TOF

S T A .5

T O

W E

L .1

°0

'0

D

E F L E C

T

IO

N R

T

C |O

N S |T

||R U

C ||T

||I O

N S T A .5

E N

D W

A L L

T O

W E

L .1

BOF

TOF 943.62

S T A .0

T O

W E

L .1

°0

'0

D

E F L E C

T

IO

N R

T

CONCRETE RETAINING

WALL PER

PROP. 6" W PROP 10" W

GUTTER FLOWLINE

PROPOSED 10"

SUCTION PIPELINE

PROPOSED 10"

SUCTION PIPELINE

NEW BOOSTER

PUMP STATION,

SEE SHEET M-3

C|ONS|T||RUC||T||ION

STA. 10+00.00

BEGIN WALL

TOW EL. 947.15

N °3

'4

.0

"E

C|ONS|T||RUC||T||ION

STA. 11+18.50

END WALL

TOW EL. 949.15

STA. 10+26.00

90°00'00" DEFLECTION RT.

TOW EL. 951.15

STA. 10+92.50

90°00'00" DEFLECTION RT.

TOW EL. 953.15

S25°21'12.97"E

S °3

'4

.0

"W

S-4

HVAC UNIT,

SEE SHEET HV-2

2 2'-WIDE CONCRETE GUTTER PER SSPWC STANDARD

PLAN NO. 617-3 (APPROX. 126 LF)

EDGE OF ASPHALT

PAVEMENT

S T A .0

T O

W E

L .1

S T A .0

T O

W E

L .1

S T A .6

T O

W E

L .1

S T A .0

T O

W E

L .1

S T A .0

T O

W E

L .1

FINISHED SURFACE

(FRONT OF RETAINING WALL)

EXISTING SURFACE

(BEHIND RETAINING WALL)

GUTTER FLOWLINE

S=0.0200

S .2

S .2

S .0

INFLECTION POINT

X

C A D

F ile

M

C

A L A ta s c a d e ro

B P S \W

A T R

E S \T

A S K S \D

E S

IG

N \S

H E E T S \S

H T

C

.d w g

P lo t D a te

J u l

:4 tt e d b y ir e n e .c h

Project

DSA App No.

Supervisor

Sheet Title

Designed

Sheet Number

Sheet ScaleReference North

Project Number

V2

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

Drawn

SFM Permit No.

0 1 2 3

RELATIVE BORDER SCALE IN INCHES

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

O N M L K J I H G F E D C B A

O N M L K J I H G F E D C B A

DATEPROJECT ENGINEER

MA

IRASALCEDO

C IVIL

R

EG

IS

TE

RE

D

PROFESSIONAL

ENG

INE

ER

STATE OF CALIFORN

IA

No. C77370

ATASCADERO, CA 93422

PSOMAS

10333 EL CAMINO REAL

DSH - ATASCADERO:

POTABLE WATER BOOSTER

000000000006288

0#-######

1 9/30/22 75% WD

2 6/02/23 100% WD

3 7/3/24 FINAL WD

23-S-3284-C-DR

PUMP STATION

JLB JLB/KK JAB

7/8/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

VARIES

CIVIL DETAILS

C-8

T R

E N

C H

Z O

N E

V A

R

IE

S

P

IP

E Z

O N

E x P

IP

E

O D

P

IP

E

B A

S E

AC PAVEMENT

AGGREGATE

BASES

T R

U C

T U

R A

L S

E C

T

IO

N

NATIVE OR IMPORTED BACKFILL AT

CONTRACTORS OPTION, TO BE BROUGHT

UP IN LIFTS AND COMPACTED TO 90%

RELATIVE DENSITY

6" WIDE STRIP OF POLYETHLYENE WARNING

TAPE FOR PIPING TO BE INSTALLED 18"

ABOVE THE PIPE. PROVIDE THE TAPE

COLORS AS LISTED BELOW:

ON EACH SIDE OF PIPE (TYP)

6" MIN

8" MAX

3/4" CRUSHED ROCK OR SAND

EQUIVALENT 30 MATERIAL COMPACTED TO

90% RELATIVE DENSITY

PIPE FOUNDATION

CML&C STEEL, DUCTILE IRON, PVC, OR HDPE

PIPE

6" WIDE STRIP OF POLYETHLYENE IDENTIFICATION

TAPE FOR DOMESTIC WATER PIPING INSTALLED ON

PIPE. 10 GAUGE COPPER DETECTION WIRE TO BE

INSTALLED ON NON-METALLIC PIPE.

PER PROJECT SPECIFICATIONS

P E

R P

R O

J E

C T

S P

E C

IF

IC

A T

IO

N

S

WARNING TAPE COLORS:

POTABLE WATER LINE - BLUE TAPE WITH WHITE LETTERING

DRAIN LINE - GREEN TAPE WITH WHITE LETTERING

NOT TO SCALE C-8

PIPE TRENCH 1

CLASS "B" CONCRETE COLLAR.

REINFORCE WITH W.W.F. 1.6"x1.6" TURF

BLOCK AND UNPAVED CONDITIONS

M

IN

O

V E

R L A

P

VALVE BOX AND FRAME, 10" DIAMETER

CHRISTY'S G-5 OR APPROVED EQUAL

VALVE STEM EXTENSION,

SEE NOTE 1

VALVE

MAIN LINE, SIZE AS

INDICATED ON PLANS

ONE PIECE 8" (SDR 35)

PVC RISER PIPE

NOT TO SCALE C-8

VALVE CAN 2

NOTE:

1. PROVIDE VALVE STEM EXTENSION IF DEPTH TO VALVE

NUT EXCEEDS 84".

2. TIE DOWN ALL VALVE CANS ON THE NEAREST CURB

FACE BY MEANS OF A 4-INCH WHEEL GRINDER.

NOT TO SCALE C-8

CHLORINE ANALYZER AT

1-MG RESERVOIR

CHLORINE RESIDUAL

ANALYZER

CHLORINE ANALYZER,

SEE NOTE 3

NOTE:

1. BURIED 2" CONDUIT FROM ANALYZER

TO RESERVOIR SHALL HAVE A MINIMUM

COVER OF 30".

2. CONDUIT PIPE SUPPORTS SHALL BE

PLACED AS NECESSARY.

3. MOUNT EQUIPMENT TO WALL WITH

316SS HARDWARE AND PER

MANUFACTURER'S RECOMMENDATION.

WALL MOUNTED

BOOSTER PUMP,

SEE NOTE 3

PIPE SUPPORTS FOR

FLOOR AND WALLS

AT 6'-0" ON CENTER

MAX, USE CONCRETE

ANCHOR BOLTS.

2" SCH 80 PVC

CONDUIT AND FITTINGS

1/2" TEFLON TUBING

AND FITTINGS

1/2" TEFLON TUBING

AND FITTINGS

1/2" TEFLON

BALL VALVE

(TUBExTUBE)

EXISTING GROUND

1/2" COPPER TUBE

1" COPPER TUBE

1"x2" AIR GAP FIXTURE, SMITH FIG 3955

1"x1/2" REDUCING

BUSHING, USE MULTIPLE

BUSHINGS AS REQUIRED

DRAIN TO

ATMOSPHERE

2" TRIPAC FIG TP-7

OFFSET PIPE CLAMP

1. PIPE FITTINGS SHALL BE WRAPPED WITH 1 LAYER

OF 10 MIL POLYETHYLENE SHEETING TAPED IN

PLACE, SEE SPECIFICATIONS.

2. THRUST BLOCK BEARING FACES SHALL BE POURED

AGAINST UNDISTURBED SOIL, OR APPROVED

COMPACTED BACKFILL. BEARING FACES SHALL BE

A MINIMUM OF 6-INCHES PAST THE TRENCH WALL.

3. THRUST BLOCKS SHALL BE CLASS 560-C-3250

CONCRETE, UNLESS OTHERWISE SPECIFIED.

4. ALL BURIED NUTS AND BOLTS SHALL BE TYPE 316

STAINLESS STEEL.

NOTES:

M

IN

(T

Y P

M

IN

(T

Y P

PIPE SIZE

(IN INCHES)

THRUST BLOCK BEARING

AREA (IN SQ. FT.)

45° BEND 90° BEND TEE

4 1.92 3.44 4.55

6 4.01 7.35 10.24

8 7.19 13.13 18.21

10 10.89 20.1 28.46

12 15.68 28.98 40.98

BASED ON 100 P.S.I. PRESSURE AND

ALLOWABLE BEARING PRESSURE OF 1000 P.S.F.

TEST PRESSURE OF 200 P.S.I.

M

IN

(T

Y P

45° BEND 90° BEND

NOT TO SCALE C-8

THRUST BLOCK 5

N

0 5

SCALE: 1" = 5'-0"

NOT TO SCALE C-8

PRECAST WINGED

HEADWALL OUTLET 6

32"

24"

6"

6" DRAIN LINE

6"

48"

SECTION

PLAN

TOEWALL

TOEWALL

DETAIL

RIP RAP

RIP RAP

PRECAST WINGED HEADWALL

OUTLET STRUCTURE (FOLEY

PRODUCTS COMPANY OR

APPROVED EQUAL)

WINGWALL

3/16"

(TYP.)

NOTES:

1/2" DIA ROD

4 STUD BARS

1/4" ∅ x

5/8" LONG

1/8"

1'-6"

DIA

3/4-INCH CRUSHED ROCK.

EMBED 3/8-INCH DIA. 5-INCH WIDE STAINLESS STEEL U-BOLT W/NUTS

INTO CONCRETE. LOOP 5 LINK STAINLESS CHAIN SEGMENT OF 3/8-INCH

GRADE 80 CHAIN ONTO U-BOLT AS SHOWN IN DETAIL. SEE NOTE 2.

MATERIALSITEM

1'-0"

6"

3"

6"

9"

3"

1/2"

SLOPE

6" MIN 5"

FINISHED

GRADE

1/8"

FRONT VIEW

SEE FRONT VIEW

3/8-INCH DIA. GRADE 80 STAINLESS STEEL CHAIN WITH 4-1/2 LINKS.

OWNER TO SUPPLY LOCK.

560-C-3250 CONCRETE.

FABRICATE HDG SLEEVE FROM 8-INCH SCH. 40 STEEL PIPE. WELD

STUDS AS SHOWN.

6-INCH DIA. SCH. 40 HOT DIP GALVANIZED STEEL PIPE, PRIME AND

FINISH WITH RUST-O-LEUM OR OLD CAT YELLOW.

WELD 1/4-INCH PLATE CAP TO TOP AND GRIND EDGE SMOOTH.7

1. TROWEL CONCRETE POST ANCHOR SURFACE TO DRAIN AWAY FROM STEEL

SLEEVE. SHAPE THE U-BOLT SWALE TO MINIMIZE THE PROTRUSION ABOVE

THE ADJACENT CONCRETE TO ELIMINATE TRIPPING HAZARD.

2. UNLESS OTHERWISE SHOWN, 3/16" WELD TYPE SHALL BE USED.

1/2"

1/2"

SCALE: 1" = 5'-0"

REMOVABLE GUARD POST

C-8

X

C A D

F ile

M

C

A L A ta s c a d e ro

B P S \W

A T R

E S \T

A S K S \D

E S

IG

N \S

H E E T S \S

H T

C

.d w g

P lo t D a te

J u l

:4 tt e d b y ir e n e .c h

Project

DSA App No.

Supervisor

Sheet Title

Designed

Sheet Number

Sheet ScaleReference North

Project Number

V2

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

Drawn

SFM Permit No.

0 1 2 3

RELATIVE BORDER SCALE IN INCHES

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

O N M L K J I H G F E D C B A

O N M L K J I H G F E D C B A

DATEPROJECT ENGINEER

MAIRASALCEDO

C I V IL

R

EG

IS

TE

RED

PROFESSIONAL

ENG

INE

ER

STATE OF CALIFORNIA

No. C77370

ATASCADERO, CA 93422

PSOMAS

10333 EL CAMINO REAL

DSH - ATASCADERO:

POTABLE WATER BOOSTER

000000000006288

0#-######

1 9/30/22 75% WD

2 6/02/23 100% WD

3 7/3/24 FINAL WD

23-S-3284-C-DR

PUMP STATION

JLB JLB/KK JAB

7/8/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-3284

7/8/24 shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-3284 shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-3284 shall be available on the project site at all times.

08/09/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-3284

-30'

-35'

1/2" = 1'

WELL #5 MECHANICAL

PLAN

M-1

SCALE: 1/2" = 1'-0" M-1

WELL #5 MECHANICAL PLAN 1

M-1

A

3'-0"

MIN CLEARANCE

SEE SHT C-1 FOR

CONTINUATION

N

NOTES TO CONTRACTOR

1. WELL PUMPING REPORT/HYDROLOGICAL REPORT FOR WELL

#5 TO BE PREPARED AND PROVIDED BY CONTRACTOR.

CONTRACTOR SHALL NOT ORDER VERTICAL TURBINE PUMP

OR WELL MATERIALS UNTIL THE HYDROLOGIC STUDY IS

COMPLETED AND THE PUMP AND MOTOR PARAMETERS ARE

VERIFIED AND REVIEWED BY THE ENGINEER.

2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING

UTILITIES AND DETERMINE ACTUAL LIMITS OF EXCAVATION.

3. ALL PIPE AND FITTINGS SHALL HAVE RESTRAINED JOINTS.

4. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL

QUANTITIES AND SHALL NOTIFY OWNERS REPRESENTATIVE

WITH ANY DISCREPANCIES.

5. ABOVE GROUND DI PIPE SHALL BE CEMENT MORTAR LINED

AND EPOXY COATED PER SPECIFICATION SECTION 31 11 11.

6. SEE SHEET S-2 FOR BUILDING FOUNDATION PLAN, WELL

PUMP PEDESTAL, AND DETAILS.

7. PREFABRICATED BUILDING'S EXTERIOR WALLS SHALL BE

CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS WITH A

WOOD OR STEEL ROOF FRAME WITH A CLASS A ROOF.

BUILDING IS EXEMPT FROM FIRE FLOW REQUIREMENTS IN

ACCORDANCE WITH CFC APPENDIX B, B105.2

CONSTRUCTION NOTES

6" FLG MAGNETIC FLOW METER (McCROMETER

ULTRA-MAG OR EQUAL)

6" FLG SWING CHECK VALVE16

6" VICTAULIC COUPLING (STYLE 31)69

500-GPM, 10-HP VERTICAL TURBINE WELL PUMP

AND MOTOR, SEE NOTE 1

18'-9"x14'-3" PREFABRICATED BUILDING PER

SPECIFICATION SECTION 13 39 19

VERTICAL TURBINE PUMP CONCRETE BASE PER91

6" C900 (DR 18) PVC PIPE PER38

C-8

S-2

41 70

40 40

6" FLG BELLOWS EXPANSION JOINT70

6" FLGxVIC DI SPOOL, LENGTH AS REQUIRED40

6" FLG DI SPOOL WITH 2" OUTLET, LENGTH AS

REQUIRED

6" MJ DI 90° BEND AND THRUST BLOCK PER68

66 6" FLG DI 90° BEND WITH 2" OUTLET

2" DEEP WELL AIR-VAC ASSEMBLY PER 5

M-5

2" COMBINATION AIR-VAC ASSEMBLY PER 6 3

M-5

SCALE: 1/2" = 1'-0" M-1

SECTION A

SEE SHT C-1 FOR

CONTINUATION

6" FLGxPE DI SPOOL, LENGTH AS REQUIRED39

M

IN

FLOOR PENETRATION PER96

M-5

M

IN

6" FLG RWGV WITH HANDWHEEL15

GROUNDING RINGS98

A

M-2

3'-6" SQ. PUMP

SOLE PLATE

5'x5' ROOF HATCH PER

36" DIA. CONDUCTOR

CASING, SEE

16" DIA. WELL CASING,

SEE

ELECTRICAL PANELS

S-2

FLOOR DRAIN AND INFILTRATION SUMP PER103

P-2

M-6

C-8

ADJUSTABLE PIPE SUPPORT PER109

M-6

0 2

SCALE: 1/2" = 1'-0"

EL. 871.0'±

ROOF HATCH

SEE SHT A-1

FOR SCHEDULE

9'-7"

2'-0"

5'-8"

18'-9"

40 40

1'-0"

X

C A D

F ile

M

C

A L A ta s c a d e ro

B P S \W

A T R E S \T

A S K S \D

E S

IG

N \S

H E E T S \S

H T

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P lo t D a te

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:5 tt e d b y ir e n e .c h

Project

DSA App No.

Supervisor

Sheet Title

Designed

Sheet Number

Sheet ScaleReference North

Project Number

V2

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

Drawn

SFM Permit No.

0 1 2 3

RELATIVE BORDER SCALE IN INCHES

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

O N M L K J I H G F E D C B A

O N M L K J I H G F E D C B A

DATEPROJECT ENGINEER

MA

IRASALCEDO

C IV IL

R

EG

IS

TE

RE

D

PROFESSIONAL

ENGIN

EE

R

STATE OF CALIFORN

IA

No. C77370

ATASCADERO, CA 93422

PSOMAS

10333 EL CAMINO REAL

DSH - ATASCADERO:

POTABLE WATER BOOSTER

000000000006288

0#-######

1 9/30/22 75% WD

2 6/02/23 100% WD

3 7/3/24 FINAL WD

23-S-3284-C-DR

PUMP STATION

JLB JLB/KK JAB

7/8/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/09/24

APPRO…