04_P2699003_Construction_Drawings.pdf

PDF 5 MB Posted Jul 9, 2026

Attached to: P2699003- Revise Water System
Solicitation number: 0000039761
Issued by: Merced County, Merced City, University of California-Merced CDP, California

About this file

Written by GovTribe AI · Jul 14, 2026

This is a construction drawings document prepared by the California Department of Fish and Wildlife, Facilities Engineering division, for the Merced River Hatchery located at 4998 Robinson Road, Snelling, California in Merced County. The project involves replacing a submersible well pump, pump controller, and pump house appurtenances, replacing a 1.25-inch water main with a 2-inch water main, conducting fire flow testing, and performing miscellaneous improvements. The work includes installing 17 linear feet of 2-inch PVC Schedule 40 piping with a 2-inch gate valve to a new fire supply tank, constructing a 6,000-gallon minimum galvanized corrugated steel fire control tank meeting NFPA 22 standards, and removing and replacing the existing STA Rite well pump with a new STA Rite P43B0050A3 or approved equal at a depth of 177 feet. The well controller shall be replaced with a new Pentair Pentek Intellidrive XL VFD. The manufactured home on site is 1,600 square feet with 13 feet of height and will be equipped with fire sprinklers per NFPA 13D standards. A mandatory jobwalk is scheduled for July 22, 2026, at 11:00 AM, with an estimated project cost of $160,000.

Licensing requirements include either a General Engineering Contractor (License A) or General Building Contractor (License B) with a C-57 Well Drilling Contractor license for the well pump replacement work. The project is subject to a minimum 3 percent Disabled Veteran Business Enterprise (DVBE) participation goal, with non-compliance rendering bids non-responsive; bidders exceeding this requirement will receive an evaluation incentive. A 5 percent Small Business Preference will be granted to properly certified small businesses submitting documentation with their proposals. All contractors and subcontractors must be registered with the Department of Industrial Relations for projects exceeding $25,000, with failure to register resulting in bid rejection. The project must comply with 2025 California Building Code standards, 2022 California Fire Code, NFPA standards including NFPA 13D for sprinkler systems and NFPA 1142 for fire water supply calculations, and applicable ADA requirements. The fire control tank minimum water supply was calculated at 5,657 gallons using NFPA 1142 standards, with the entire tank volume designated for fire water supply separate from domestic and fire sprinkler system supplies.

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File	Type	Posted
01_P2699003_Bidding_Specifications.pdf	PDF	Jul 9, 2026
03_P2699003_Section_F_Bidding_Documents.pdf	PDF	Jul 9, 2026
02_P2699003__Sample_Contract_Exhibits.pdf	PDF	Jul 9, 2026

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Fr ee ze r

Salmon Spawning Channel

St or ag e

Sh ed

9" Ø 6" Ø

10" Ø

12" Ø 14" Ø

10" Ø

N O

W W

W 156'±

147'±

86'±

P P

NEW 119 GALLONS

PRESSURE TANK

w/ PRESSURE GUAGE

SOV

U SOV

GFIC

2" Ø WATERLINE

LEGEND

U UNION

SOV SHUT OFF VALVE

CV CHECK VALVE

M FLOW METER

P PRESSURE GUAGE

PS PRESSURE SWITCH

HB UNTHREADED HOSE BIB

JB JUNCTION BOX (NEMA 4R)

GFIC GROUND FAULT INTERRUPTER CIRCUIT

F FLEXIBLE WATER TIGHT CONDUIT

PP PUMP PANEL

EP MAIN ELECTRICAL PANEL

REPLACE 11

PVC SCH 40

WITH 2" PVC

SCH 40

REVISE OR REPLACE WELL CAP FOR

2" PVC IF NECESSARY

PP EP

REPLACE WITH 2"

VALVE

REPLACE WITH 2"

VALVE

REPLACE WITH 2"

VALVE

REPLACE TOTALIZER

WITH 2" TOTALIZER

REMOVE EXISTING WELL PUMP AND

REPLACE EXISTING STA RITE WELL

PUMP END WITH NEW STA RITE

P43B0050A3 OR APPROVED EQUAL

SNELLING

MERCED

FALLS

Merced Fish Hatchery 4998 Robinson Road Snelling, CA 95369

KEYES ROAD

A L L E N

R O A D

NORTH SIDE CANAL

SID

MERCED RIVER

MERCED FALLS ROAD

ROBINSON ROAD

S N E L L

R O A D

CANAL ROAD

L E G

R A N G E

R O A D

E R

MERC

VER

MERCED IRRIGATION

DISTRICT MAIN CANAL

LOCATION MAP

Not to Scale

N 37 30' 59" - W 120 22' 18"

CLOSED

GATE

SITE PLAN

Scale: 1" = 50'

NEWMANUFACTURED

HOME 1,600 SF

MERCED RIVER

HATCHERY ENTRANCE

DIRT ROAD

EGG

BLDG.

EXISTING FIRE

DEPT. SOURCE

FROM RIVER

OFFICE

850 SF

REPLACE EXISTING 1 14"

PVC PIPING WITH 2"

PVC SCH 40 295 LF±

GRAVEL

ROAD

BOAT RAMP

RAC

SALMON SPAWNING CANAL SALMON SPAWNING CANAL

FIRE MARSHALL NOTES:

F1. CONTRACTOR SHALL TEST WATER FLOW AND ENSURE WATER VOLUME AND PRESSURE ARE ADEQUATE FOR FIRE SPRINKLER SYSTEM IN ACCORDANCE TO NFPA 13D AND NFPA 13R STANDARD. EXISTING 1" WATER LINE SUPPLY TO MOBILE HOME @ 20

PSI WITH FLOW RATE OF 38 GPM.

F2. ONLY THE NEW MANUFACTURED HOME IS SPRINKLERED AND NO OTHER BUILDINGS ON THE SITE ARE SPRINKLERED.

REF. 2025 CBC 107.2.1

SEE DETAIL THIS

SHEET FOR PIPE

CHANGES IN PUMP

HOUSE

CONNECT TO

EXIST. HOUSE AND

FIRE SERVICE

PUMP HOUSE DETAIL

Scale: 1/2" = 1'

PROJECT DESCRIPTION:

THE PROJECT CONSISTS OF REPLACE A SUBMERSIBLE WELL PUMP, REPLACE 1 14" WATER WITH 2"

WATER, FIRE FLOW TESTING AND OTHER MISCELLANEOUS IMPROVEMENTS.

THE PROJECT SHALL CONFORM TO THE APPLICABLE STATE AND FEDERAL CODES AS SHOWN

BELOW:

1. 2025 CALIFORNIA CODE OF REGULATIONS (CCR)

2. 2025 CALIFORNIA ADMINISTRATIVE CODE (CAR), (CCR, TITLE 24, PART 1)

3. 2025 CALIFORNIA BUILDING CODE (CBC), VOLUMES 1, AND 2, (CCR, TITLE 24, PART 2)

(BASED ON 2021 INTERNATIONAL BUILDING CODE)

4. 2025 CALIFORNIA RESIDENTIAL CODE (CRC), (CCR, TITLE 24, PART 2.5), (BASED ON 2021

INTERNATIONAL RESIDENTIAL CODE)

5. 2025 CALIFORNIA ELECTRICAL CODE (CEC), (CCR, TITLE 24, PART 3) (2020 NATIONAL

ELECTRIC CODE (NEC))

6. 2025 CALIFORNIA MECHANICAL CODE (CMC), (CCR, TITLE 24, PART 4) (BASED ON 2021

UNIFORM MECHANICAL CODE)

7. 2022 CALIFORNIA PLUMBING CODE (CPC), (CCR, TITLE 24, PART 5) (BASED ON 2021

UNIFORM PLUMBING CODE)

8. 2025 CALIFORNIA ENERGY CODE, (CCR, TITLE 24, PART 6)

9. 2025 CALIFORNIA HISTORICAL BUILDING CODE, (CCR, TITLE 24, PART 8)

10. 2022 CALIFORNIA FIRE CODE (CFC), (CCR, TITLE 24, PART 9) (BASED ON 2021

INTERNATIONAL FIRE CODE)

11. 2025 CALIFORNIA EXISTING BUILDING CODE, (CCR, TITLE 24, PART 10) (BASED ON THE 2021

INTERNATIONAL EXISTING BUILDING CODE)

12. 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE, (CCR, TITLE 24, PART 11).

13. 2025 CALIFORNIA REFERENCED STANDARDS CODE, (CCR, TITLE 24, PART 12);

NFPA 13 - AUTOMATIC SPRINKLER SYSTEMS W/ CA AMENDMENTS 2022 EDITION

NFPA 14 - STANDPIPE SYSTEMS W/ CA AMENDMENTS 2019 EDITION

NFPA17A - WET CHEMICAL SYSTEMS 2021 EDITION

NFPA 20 - STATIONARY PUMPS 2022 EDITION

NFPA 24 - PRIVATE FIRE MAINS W/ CA AMENDMENTS 2022 EDITION

NFPA 72 - NATIONAL FIRE ALARM CODE W/ CA AMENDMENTS 2022 EDITION

NFPA 2001 - CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2022 EDITION

W/ CA AMENDMENTS

REFERENCE CODE SECTION FOR NFPA STANDARDS ARE IN 2022 CBC CHAPTER 35 OR

2025 CFC CHAPTER 80.

14. REFERENCE CODE SECTIONS FOR APPLICABLE STANDARDS;

2025 CBC, CHAPTER 35

2025 CFC, CHAPTER 80

15. TITLE 8 CALIFORNIA CODE OF REGULATIONS (CCR), CAL/OSHA REGULATIONS-SAFETY ORDERS

ISSUED BY DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA

16. TITLE 19 C.C.R., PUBLIC SAFETY, SFM REGULATIONS, LIST OF FEDERAL CODES & STANDARDS

(IF APPLICABLE)

17. AMERICAN WITH DISABILITIES ACT (ADA), TITLE II OR TITLE III

18. 2022 CALIFORNIA ACCESS COMPLIANCE ADVISORY REFERENCE MANUAL (AS PREPARED BY

THE DIVISION OF THE STATE ARCHITECT OFFICE, PUBLISHED ON JANUARY 1, 2021 EFFECTIVE

JULY 1, 2021)

19. DOT STANDARD SPECIFICATIONS AND/OR PLANS; STATE OF CALIFORNIA, DOT, 2022

20. UNDERWRITERS LABORATORIES, INC. (UL STANDARDS)

GENERAL NOTES:

1. CONTRACTOR SHALL READ AND BE FAMILIAR WITH ALL FACETS OF THE PLANS AND

SPECIFICATIONS.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO

BIDDING/COMMENCEMENT OF WORK.

3. THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSES ONLY. THEY ARE NOT FULLY

SPECIFIED.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SELECT, VERIFY, RESOLVE, AND INSTALL

ALL MATERIALS AND EQUIPMENT WITH COMPLIANCE TO CODES AND /OR ORDINANCES.

5. CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY OF WORKMANSHIP. ALL CONNECTIONS

SHALL BE MADE SECURE ACCORDING TO ACCEPTED CONSTRUCTION PRACTICES OR AS

SPECIFIED HEREIN OR PER CURRENT BUILDING CODES.

6. CONTRACTOR IS RESPONSIBLE FOR ANY CONSTRUCTION WHICH IS IN DEVIATION FROM

THESE PLANS.

Sheet 1 of 2

Drawing Number:

Ca lif or ni a D ep ar tm en t o f

APPROVED:

DESIGNED & DRAWN:

F a ci li ti es

E ng in ee ri ng

T he

N a tu ra l

R es ou rc es A ge n cy

S ta te o f C a li fo rn ia

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERSAPPROVED

PROJECT ENGINEER DATE

Fi sh a nd

W ild lif e

P2599015

H16-2025-001

C25-15

M E R C E D R

E R H

A T C H E R Y

M E R C E D C

O U N T Y

C E N T R A L R

E G

W A

INSTALL 17 LF OF 2"

PVC SCH 40 AND 2"

GATE VALVE TO NEW

FIRE SUPPLY TANK

INSTALL 6,000

GAL FIRE SUPPLY

TANK

MINIMUM WATER SUPPLY CALCULATION FOR MODULAR RESIDENCE

Per NFPA 1142, Section 4.3 for Structure with Exposure Hazards

WSmin = VStot

OHC

(CC) x 1.5

Where:

WSmin = Min Water Supply in Gallon VStot = Total Volume of Structure in Ft3

OHC = Occupancy Hazard Classification Number CC = Construction Classification Number

Per NFPA 1142, Section 4.3.2 - The minimum water supply required for a structure with exposure hazards shall not be less than 3,000 gallons

VStot = Ground Floor Area = 1,600 SF Height = 9 Ft + 4 Ft = 13 Ft (4 Ft attic height)

VStot = Total Volume = (1,600 Ft2 )(9 Ft) + (.5)(4 FT)(1,600 Ft2) = 17,600 Ft3

OHC = 7 (per Section 5.2.5 of NFPA 1142) CC = 1.5 (for construction type V - per Table 6.2.1 of NFPA 1142)

WSmin = VStot

OHC

(CC) x 1.5

17,600 Ft3

(1.5) x 1.5 = 5,657

Gallons

BUILDING CODE DATA - MANUFACTURED HOME (NEW)

1. OCCUPANCY GROUP .....................................R-3

2. TYPE OF CONSTRUCTION ...............................V-B

3. NUMBER OF STORIES

4. ACTUAL BUILDING HEIGHT (FT)

5. BUILDING AREA (SF)

6. AREA OF PROJECT (SF)

7. SEPARATED OR NON-SEPARATED.....................SEPARATED

8. ALLOWABLE AREA (SF)....................................9,000

9. AREA INCREASE

10. HEIGHT INCREASE

11. FIRE SPRINKLERS...........................................YES, NFPA 13D

12. FIRE ALARM..................................................NO

13. OTHER FIRE PROTECTION SYSTEMS..................NO

14. SMOKE CONTROL SYSTEM..............................NO

15. OCCUPANT LOAD

16. YEAR BUILDING WAS CONSTRUCTED

17. IN A HIGH FIRE HAZARD SEVERITY ZONE............NO (MODERATE)

18. SEISMIC JOINTS............................................NO

19. EMERGENCY RESPONDER RADIO COVERAGE......YES

WELL NOTES:

1. CONTRACTOR TO REMOVE EXISTING WELL CONTROLLER AND REPLACE WITH NEW PENTAIR

PENTEK INTELLIDRIVE XL VFD PID010033NDBP.

2. EXISTING WELL PUMP IS AT A DEPTH OF 155' MOVE PUMP WITH NEW PUMP END TO A DEPTH

OF 177' WITH NEW WIRES.

EXIS

TING

MANUFACTURED

HOME 1

,450 SF

0001 SITE PLAN

EXISTING PERMIT

23-N-0747-C-PI

OSFM PERMIT NO. 26-N-0490-CP-ER

P2699003 C26-03

DECK SLOPE

6" OVERFLOW PIPING

20" MUSHROOM VENT

FULL PERIMETER GUARDRAIL

EXTERIOR LADDER W/

FALL ARREST PROTECTION

SAFETY SWING GATE

LADDER DOOR

B O

A R D

A S D

N K

M A N U

A S D

N K

M A N U

AS DETERMINED

BY TANK MANUFACTURER

24" ROUND MANWAY

'-6

1" HALF THREADED

COUPLER, TYP. 3

3" OUTLET NOZZLE W/

ANTI-VORTEX

2" INLET NOZZLE

W/ INTERIOR PIPING,

CONNECT TO NEW 2"

FIRE CONTROL TANK

SUPPLY LINE

4" DRAIN NOZZLE

WITH GATE VALVE

PROVIDE 2.5" MALE NATIONAL

HOSE THREAD CONNECTION

W/ GATE VALVE FOR FIRE CONNECTION,

CONNECTION SHALL BE AT APPROX.

3' ABOVE FINISHED GRADE

NOTE: ENTIRE TANK VOLUME IS SUPPLY FOR FIRE WATER. DOMESTIC AND

FIRE SPRINKLER NFPA 13D SYSTEM IS NOT SUPPLIED FROM STORAGE

TANK. NFPA 1142 SECTION 7.1. MINIMUM 6,000 GALLONS OF WATER

STORAGE

EXTERIOR LADDER

W/ FALL PREVENTION

INTERIOR LADDER

W/ FALL PREVENTION

24"X24" SQUARE

ACCESS HATCH

24" ROUND MANWAY

FULL PERIMETER GUARDRAIL

6" EXTERIOR

PIPE OVERFLOW

20" MUSHROOM VENT

LIQUID LEVEL INDICATOR

GAUGE BOARD

1" HALF THREADED

COUPLER, TYP. 3

3" OUTLET NOZZLE W/

ANTI-VORTEX

4" NOZZLE

2" INLET NOZZLE

W/ INTERIOR PIPING,

CONNECT TO NEW 2"

FIRE CONTROL TANK

SUPPLY LINE

12" + OD OF PIPE

' M

U M

1'-0" 1'-0"

12" + OD OF PIPE

Sheet 2 of 2

Drawing Number:

Ca lif or ni a D ep ar tm en t o f

APPROVED:

DESIGNED & DRAWN:

F a ci li ti es

E ng in ee ri ng

T he

N a tu ra l

R es ou rc es A ge n cy

S ta te o f C a li fo rn ia

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERSAPPROVED

PROJECT ENGINEER DATE

Fi sh a nd

W ild lif e

P2599015

H16-2025-001

C25-15

M E R C E D R

E R H

A T C H E R Y

M E R C E D C

O U N T Y

C E N T R A L R

E G

W A

FIRE CONTROL TANK - ELEVATION VIEW

SCALE: NTS

FIRE CONTROL TANK - PLAN VIEW

SCALE: NTS

FIRE CONTROL TANK NOTES:

1. CONTRACTOR SHALL CONSTRUCT ONE FIRE CONTROL TANK AT LOCATION SHOWN ON PLANS MINIMUM 6,000 GALLONS OF WATER.

2. TANK MUST MEET ALL NFPA 22 STANDARDS

3. TANK SHALL BE GALVANIZED CORRUGATED STEEL.

4. FIRE CONTROL TANK DETAILS ARE TO SHOW REQUIRED TANK PENETRATIONS AND FEATURES, ACTUAL TANK WILL APPEAR DIFFERENT AND BE GALVANIZED CORRUGATED STEEL.

5. DIMENSIONS AND LOCATIONS OF TANK FEATURES SHALL BE DETERMINED BY MANUFACTURER/ SUPPLIER.

6. CONCRETE SLAB AND ANCHORING SHALL BE DETERMINED BY TANK MANUFACTURER/SUPPLIER.

7. CONTRACTOR SHALL PROVIDE STAMPED DRAWINGS/SPECS BY A LICENSED STRUCTURAL/CIVIL ENGINEER IN THE STATE OF CALIFORNIA FOR THE TANK, FOUNDATION, AND ANCHORING.

8. PROVIDE 2" GATE VALVE FOR FIRE CONTROL TANK SUPPLY LINE

9. PROVIDE SIGN ABOVE FIRE CONNECTION THAT STATES "FIRE DEPARTMENT USE ONLY"

10. THE WATER SUPPLY FROM THE WELL SHALL FILL TANKS TO MINIMUM REQUIRED FIRE PROTECTION VOLUME WITHIN 8 HOURS

11. FIRE TRUCK PUMPING CAN PROVIDE GREATER THAN 250 GALLONS PER MINUTE FROM 2.5" MALE NATIONAL HOSE THREAD CONNECTION ON FIRE CONTROL TANKS.

12. FOR BIDDING PURPOSES, THE CONTRACTOR MAY ASSUME THE FIRE CONTROL TANK FOUNDATIONS WILL CONSIST OF A 10" DEEP CONCRETE SLAB WITH 2' WIDE FOOTING AROUND THE SLAB THAT IS 2' IN DEPTH.

ADDITIONALLY, REBAR SHALL BE #4 @ 12" O.C. E.W. IF FOUNDATION IS LARGER THAN THESE DIMENSIONS, ADDITIONAL TIME AND MATERIALS SHALL BE PAID OUT OF CONTINGENCY AS AN UNFORESEEN CIRCUMSTANCE. TANK

MANUFACTURER/ENGINEER SHALL PROVIDE ACTUAL FOUNDATION DETAILS.

TRENCH DETAIL - UNPAVED AREAS

SCALE: 1" = 2'

COMPACTED NATIVE SOIL

TO 90% R.C.

TRACER TAPE

BEDDING SAND

WATER LINE

COMPACTED NATIVE SOIL

TO 95% R.C.

TRENCH DETAIL - PAVED AREAS

SCALE: 1" = 2'

BEDDING SAND

TRACER TAPE

WATER LINE

6-INCHES CLASS II

AGGREGATE BASE

4-INCHES OF ASPHALT

CONCRETE

0002 DETAILS

P2699003 C26-03

File details come from the government source that posted it. Updated Jul 14, 2026.