Drawings-Project_A_C26863005.pdf

STEWARTS

PT. SKAGGS

SPRINGS

RD.

KING

RIDGE RD.PLANTATION

FORT ROSS RD.

CAZADERO

GUERNEVILLE

JENNER

BODEGA

BAY

AUSTIN

CREEK

SRA

P A C I F I C

O C E A N

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE

MARSHAL SIGNED ORIGINALS ARE ON FILE AT THE

DEPARTMENT OF PARKS AND RECREATION,

NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

FACILITIES AND

DEVELOPMENT DIVISION

PROJECT MILESTONE: V1

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CALIFORNIA DEPARTMENT OF PARKS AND RECREATION

FACILITIES AND DEVELOPMENT DIVISION

N

S

W E

BULLFROG POND AND POND FARM WATER SYSTEM

AUSTIN CREEK STATE RECREATION AREA

CSFM # 26-N-1924-C-NW

PAGE SHEET TITLE SHEET

1 TITLE SHEET G-1

2 NOTES LEGENDS SYMBOLS AND ABBREVIATIONS G-2

3 SURVEY CONTROL & KEY AND DEMOLITION PLANS G-3

4 SITE AND FOUNDATION PLANS C-1

5 STORAGE TANK PLAN ELEVATION & DETAILS C-2

6 STORAGE TANK DETAILS C-3

7 BUILDING FOUNDATION PLAN, SECTION, AND DETAILS C-4

8 BUILDING FLOOR PLAN & PIPE ELEVATIONS C-5

9 BUILDING ELEVATIONS C-6

10 STANDARD DETAILS C-7

11 ELECTRICAL SYMBOLS AND ABBREVIATIONS E0.1

12 ELECTRICAL SITE PLAN E0.2

13 ELECTRICAL PARTIAL SINGLE LINE AND SCHEDULES E0.3

14 ELECTRICAL PLAN E2.0

15 ELECTRICAL RTU PANEL ELEVATION E3.0

16 ELECTRICAL RTU WIRING DIAGRAM E3.1

17 ELECTRICAL WELL PUMP CONTROL PANEL DISTRIBUTION DIAGRAM E3.2

18 ELECTRICAL WELL MOTOR ELEMENTARY DIAGRAM E3.3

19 ELECTRICAL WELL PUMP CONTROL PANEL ELEVATION E3.4

20 ELECTRICAL WELL CONTROL PANEL LAYOUT E3.5

21 ELECTRICAL TREATMENT PLC I-O DIAGRAMS E4.0

22 ELECTRICAL WELL PLC I-O DIAGRAMS E4.1

23 ELECTRICAL DETAILS E5.0

24 INSTRUMENTATION SYMBOLS AND ABBREVIATIONS I-1

25 PROCESS & INSTRUMENTATION DIAGRAM I-2

PROJECT NOTES

SCOPE OF WORK

THIS PROJECT COVERS THE CONSTRUCTION OF A BOLTED STAINLESS-STEEL WATER STORAGE TANK AND A PRECAST UTILITY BUILDING HOUSING A CHEMICAL STORAGE AND FEED SYSTEM WITH ALL ELECTRICAL, INSTRUMENTATION, PROGRAMMING, TESTING, AND STARTUP FOR A COMPLETE AND

FUNCTIONAL SYSTEM. THE TANK IS ONLY SERVING THE DOMESTIC WATER NEEDS OF THE

CAMPGROUND AND NO FIRE WATER OR WHARF HYDRANTS ARE SERVED.

PROJECT ADDRESS

CALIFORNIA DEPARTMENT OF PARKS & RECREATION

AUSTIN CREEK STATE RECREATION AREA

17000 ARMSTRONG WOODS ROAD

GUERNEVILLE, CA 95446

VICINITY MAP

LOCATION MAP

SHEET INDEX

1. ALL MATERIALS SHOWN OR NOTED ON THE PLANS ARE NEW UNLESS CALLED OUT OTHERWISE.

2. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS SHOWN OR

DIMENSIONED HEREIN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

STATE'S REPRESENTATIVE FOR RESOLUTION BEFORE PROCEEDING WITH THAT PORTION OF THE

WORK.

3. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE FOLLOWING LISTED CODES, AND

ALL OTHERS HAVING JURISDICTION OVER THE WORK.

2025 EDITION OF THE CALIFORNIA BUILDING CODE.

2025 EDITION OF THE CALIFORNIA FIRE CODE.

2025 EDITION OF THE CALIFORNIA ENERGY CODE.

2025 EDITION OF THE CALIFORNIA ELECTRICAL CODE.

2025 EDITION OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE.

2025 EDITION OF THE CALIFORNIA PLUMBING CODE.

2010 ADA STANDARD FOR ACCESSIBLE DESIGN

4. CONDUCT ALL WORK IN ACCORDANCE WITH THE LATEST SAFETY RULES AND REGULATIONS OF

ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION OVER THE WORK.

5. ALL WORK SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. WHERE DETAILED

INFORMATION OR CLARIFICATION IS REQUIRED, THE MATTER SHALL BE REFERRED TO THE

STATE'S REPRESENTATIVE FOR WRITTEN RESOLUTION.

6. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS, BUT SHALL RELY ONLY ON THE WRITTEN DIMENSIONS GIVEN. IF A DISCREPANCY OCCURS OR NO DIMENSION IS GIVEN, THE CONTRACTOR

SHALL NOTIFY THE STATE'S REPRESENTATIVE FOR WRITTEN CLARIFICATION BEFORE

PROCEEDING WITH THAT PORTION OF THE WORK.

7. THE OFFICIAL CONTRACT DRAWINGS ARE 36" x 24" PRINTED IN GRAYSCALE TO SHOW THE LINE

WORK OF EXISTING AND/OR FUTURE IMPROVEMENTS DRAWN IN GRAY. SCALES LISTED ON THE

DRAWINGS ARE APPLICABLE TO 36" x 24" AND MUST BE ADJUSTED ACCORDINGLY WHERE

REDUCED SIZE DRAWINGS ARE REFERENCED. USE OF DRAWINGS PRINTED TO NON-STANDARD

SCALES OR IN PURE BLACK & WHITE IS DONE AT-RISK.

8. UNLESS NOTED OTHERWISE, STANDARD DETAILS ARE TO BE USED WHERE THEY APPLY

REGARDLESS AS TO WHETHER THEY ARE SPECIFICALLY CALLED OUT.

9. ALL WORK TO CONSTRUCT THE IMPROVEMENTS SHOWN IN THE CONTRACT DOCUMENTS AND

THAT WHICH IS NOT SHOWN BUT NECESSARY TO CONSTRUCT THE IMPROVEMENTS SHOWN IS TO

BE PERFORMED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

10. ABSENCE OF A SPECIFICATION SECTION FOR A MATERIAL, EQUIPMENT, PRODUCT, ETC. SHOWN ON

THE DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO PREPARE A

SUBMITTAL AND PROVIDE SUCH ITEM AND DOES NOT CONSTITUTE A CHANGE ORDER. CONTACT

THE STATE'S REPRESENTATIVE FOR CLARIFICATION BEFORE PREPARING THE SUBMITTAL,

ORDERING THE ITEM, AND PROCEEDING WITH THE AFFECTED WORK.

11. THE IMPROVEMENTS SHOWN ON THE DRAWINGS ILLUSTRATE THE GENERAL PLACEMENT OF THE

WORK. NOT ALL APPURTENANT PARTS OR ACCESSORIES REQUIRED BY THE MANUFACTURERS,

THE SPECIFICATIONS, OR BY APPLICABLE CODES ARE SHOWN. FURNISH AND INSTALL ALL SUCH ITEMS FOR A PROPER, COMPLETE, AND FULLY FUNCTIONAL INSTALLATION IN ACCORDANCE WITH

THE MANUFACTURER'S INSTRUCTIONS, THE APPLICABLE SPECIFICATION SECTIONS, AND THAT

ARE REQUIRED FOR CODE COMPLIANCE.

12. INSTALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO THE START OF WORK AND

MAINTAIN FOR THE DURATION OF THE PROJECT. SEE SECTION 015713 -STORM WATER SOIL LOSS

PREVENTION PLAN FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

13. WORK PERFORMED MUST COMPLY WITH NFPA 241 AND CFC CHAPTER 33. PREPARE AND SUBMIT

FIRE PREVENTION PROGRAM AND EMERGENCY FIRE ACTION PLANS AND PLACE TEMPORARY FIRE

CONTROL MEASURES PRIOR TO THE START OF WORK AND MAINTAIN THEM FOR THE DURATION OF

THE PROJECT. SEE SECTION 015116 - TEMPORARY FIRE PROTECTION FOR ADDITIONAL

INFORMATION AND REQUIREMENTS.

14. MAINTAIN A DAILY RECORD OF AS-BUILT CONDITIONS ON THE PROJECT RECORD DOCUMENTS AND

SUBMIT THE DOCUMENTS AT THE COMPLETION OF CONSTRUCTION.

15. CONDUCT TESTING AND STARTUP IN ACCORDANCE WITH AND FOR THE DURATION INDICATED IN

SECTION 017519 - TESTING AND STARTUP.

N

S

W E

PROJECT SITE

AMSTRONG REDWOODS

STATE NATURAL RESERVE

1. OCCUPANCY CLASSIFICATION AND USE U

2. BUILDING CONSTRUCTION TYPE I-A

3. NUMBER OF STORIES 1

4. ACTUAL BUILDING HEIGHT 10'-0"

5. BUILDING AREA IN SQUARE FEET 120 SQ FT

6. AREA OF PROJECT IN SQUARE FEET 120 SQ FT

7. SEPARATED OR NON-SEPARATED USE N/A

8. ALLOWABLE AREA PER CBC UL

9. AREA INCREASE N/A

10. HEIGHT INCREASE N/A

11. MIN FIRE FLOW AND DURATION EXEMPT B105.2

12. FIRE SPRINKLERS NO

13. FIRE ALARM NO

14. OTHER FIRE PROTECTION SYSTEMS, IF ANY EXTINGUISHER

15. SMOKE CONTROL SYSTEM NO

16. OCCUPANT LOAD FOR ENTIRE BUILDING 2

17. YEAR BUILDING WAS CONSTRUCTED N/A

18. IN A HIGH FIRE HAZARD SEVERITY ZONE? YES (SRA)

19. SEISMIC JOINTS N/A

20. EMERGENCY RESPONDER RADIO COVERAGE N/A

CODE SUMMARY

HAZARDOUS MATERIAL STORAGE AND USE

NO HAZARDOUS MATERIALS IN EXCESS OF THE THRESHOLDS STIPULATED IN CALIFORNIA

HEALTH & SAFETY CODE DIV 20, CH 6.95, ARTICLE 1, §25507 ARE STORED OR USED ON SITE

DURING THE WORK OR IN THE FACILITY UPON COMPLETION OF THE WORK. PREPARATION

OR REVISION OF AN HAZARDOUS MATERIALS MANAGEMENT PLAN IS NOT REQUIRED.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

6/2/2026

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

26-1924 sdrao Text Box

EXEMPT

sdrao Text Box 6/2/2026

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE

MARSHAL SIGNED ORIGINALS ARE ON FILE AT THE

DEPARTMENT OF PARKS AND RECREATION,

NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

FACILITIES AND

DEVELOPMENT DIVISION

PROJECT MILESTONE: V1

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GENERAL SYMBOLS

DETAIL NUMBER1

SHEET NUMBER

DIMENSION FROM

CENTER LINE

A1

SECTION LETTER

SHEET NUMBER

A A1

X'-X" X'-X"

CL

ABBREVIATIONS

A A1

SECTION CUT

SECTION LETTER

DIRECTION OF SECTION CUT

SHEET WHERE SECTION IS LOCATED

ELEVATION

DETAIL

GENERAL NOTES

KEYNOTE NUMBER

SURVEY CONTROL POINT

REVISION NUMBER

DIMENSION LINE

FACE OF MATERIAL

1. PROVIDE AND MAINTAIN FIRE SUPPRESSION EQUIPMENT IMMEDIATELY ACCESSIBLE TO PERSONNEL FOR THE DURATION OF THE PROJECT. ADD SUPPLIES, EQUIPMENT, AND PERSONNEL AS ENVIRONMENTAL CONDITIONS AND WORK AREA(S) DICTATE. PROVIDE A FIRE SPOTTER FOR ALL WELDING ACTIVITY AND WHERE VEHICLES AND EQUIPMENT ARE OPERATED OUTSIDE OF PAVED AREAS.

2. SEE SECTION 015116 - TEMPORARY FIRE PROTECTION FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

FIRE PROTECTION NOTES

& AND

@ AT

℄ CENTERLINE

⅊ PROPERTY LINE

ɸ PHASE

Ø DIAMETER

AB AGGREGATE BASE or ANCHOR BOLT

AC ASPHALTIC CONCRETE

ACP ASBESTOS CEMENT PIPE

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ANCH ANCHOR

APPD APPROVED

APPROX APPROXIMATE

ARV AIR RELEASE VALVE

AVRV AIR/VACUUM RELEASE VALVE

BF BLIND FLANGE

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BLDG BUILDING

BO BLOWOFF

BRZ BRONZE

BSP BLACK STEEL PIPE

BV BALL VALVE

CARV COMBINATION AIR/VACUUM VALVE

CB CATCH BASIN

CC CENTER TO CENTER

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONSTRUCTION JOINT

CLR CLEAR

CLSM CONTROLLED LOW STRENGTH

MATERIAL

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS or CONTINUATION

CORP CORPORATION

CPLG COUPLING

CU FT CUBIC FEET

CY CUBIC YARD

CV CHECK VALVE

D DRAIN

DEG or (°) DEGREE DI DUCTILE IRON or DRAIN INLET DIA or Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DWG DRAWING

(E) EXISTING

EA EACH

ECC ECCENTRIC

EF EACH FACE

EJ EXPANSION JOINT

EL or ELEV ELEVATION E ELEC or ELECTRICAL

EEW EMERGENCY EYE WASH

ELL ELBOW

ESA ENVIRONMENTALLY SENSITIVE AREA

ESEW EMERGENCY SHOW/EYE WASH

EW EACH WAY

EWEF EACH WAY EACH FACE

EWTB EACH WAY TOP AND BOTTOM

EX EXISTING

FC FLEXIBLE COUPLING

FCA FLANGED COUPLING ADAPTOR

FEL&C FUSION-BONDED EPOXY

LINED & COATED

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FIG FIGURE

FL FLOOR or FLOW LINE

FLG FLANGE

FLGD FLANGED

FT or (') FEET

FTG FOOTING

GA GAUGE, GAGE

GAL GALLON

GPM GALLONS PER MINUTE

GALV GALVANIZED

GB GRADE BREAK

GSP GALVANIZED STEEL PIPE

GV GATE VALVE

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HORIZ HORIZONTAL

HP HORSEPOWER / HIGH POINT

HV HOSE VALVE

IE INVERT ELEVATION

IN or (") INCH

INV INVERT

ISO ISOLATION

JP JOINT UTILITY POLE

LF LINEAR FEET

MAX MAXIMUM

MC MECHANICAL COUPLING

MFR MANUFACTURER

MH MAINTENANCE HOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

(N) NEW

NATL NATIONAL

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO or (#) NUMBER

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NRS NON-RISING STEM

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OVERFLOW

OS&Y OUTSIDE STEM & YOKE

OH OVERHEAD

PE POLYETHYLENE PIPE

PG PRESSURE GAGE

PI PRESSURE INDICATOR

PIV POST INDICATING VALVE

PP POWER POLE

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING OR

REGULATING VALVE

PS PIPE SUPPORT

PSI POUNDS PER SQUARE INCH

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE PIPE

PVMT PAVEMENT

PW POTABLE WATER

QTY QUANTITY

RAD or R RADIUS

RCP REINFORCED CONCRETE PIPE

RED REDUCER

REF REFERENCE

REINF REINFORCE(ING)

REL RELATIVE

REQD REQUIRE(ED)

REV REVISION

RFCA RESTRAINED FLANGED

COUPLING ADAPTER

RJ RESTRAINED JOINT

ROW or R/W RIGHT OF WAY

RPBP REDUCED PRESSURE

BACKFLOW PREVENTER

R/R RAILROAD

S SEWER

SCH SCHEDULE

SDMH STORM DRAIN MANHOLE

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SQ FT or SF SQUARE FEET

SQ IN SQUARE INCH

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

SST STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

STL STEEL

T TELEPHONE

TBA TO BE ABANDONED

TEMP TEMPORARY

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TP TELEPHONE POLE

TYP TYPICAL

UG UNDERGROUND

UNK UNKNOWN

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W WATER

W/ WITH

WF WATER FOUNTAIN

W/O WITHOUT

WSP WELDED STEEL PIPE

WT WEIGHT

WWF WELDED WIRE FABRIC

1. THE PARK WILL REMAIN OPEN DURING CONSTRUCTION. COORDINATE AND SCHEDULE CONSTRUCTION ACTIVITIES THAT MAY INTERFERE WITH

FACILITY OPERATIONS AND PARK EVENTS WITH THE STATE'S REPRESENTATIVE.

2. MAINTAIN SAFE, CONTINUOUS PUBLIC ACCESS TO PARK FACILITIES. TEMPORARY INTERRUPTIONS REQUIRE PRIOR APPROVAL OF STATE’S REPRESENTATIVE AND WILL NOT BE ALLOWED WITHOUT PROVISION FOR ALTERNATE MEANS OF ACCESS.

3. MAINTAIN SECURITY OF THE PROJECT SITE AND STAGING AREA AT ALL TIMES. PROVIDE TEMPORARY FENCING, GATE(S), BARRICADES, ETC., AS REQUIRED TO SECURE THE PERIMETERS AND TO PREVENT UNAUTHORIZED ENTRY. SECURE ALL GATES AT THE END OF EACH WORKDAY. SEE SPECIFICATION SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS FOR ADDITIONAL INFORMATION.

4. CALIFORNIA STATE PARKS IS NOT A MEMBER OF UNDERGROUND SERVICE ALERT (USA). WHILE USA CAN BE USED FOR IDENTIFYING PUBLIC UTILITIES ON STATE PARK'S PROPERTY, LOCATING UTILITIES OWNED BY STATE PARKS IS THE CONTRACTOR'S RESPONSIBILITY. CONTACT UNDERGROUND SERVICE ALERT (“DIG ALERT”) AT 800.227.2600 A MINIMUM OF TWO (2) DAYS IN ADVANCE OF EXCAVATION WORK NEAR PUBLIC UTILITIES.

5. EXISTING UTILITIES SHOWN (PIPING, VALVES, STRUCTURES, CONDUITS, ETC.) ARE BASED ON HISTORICAL RECORDS AND OTHER SOURCES OF VARYING DEGREES OF RELIABILITY AND ACCURACY. NOT ALL BURIED UTILITIES SHOWN ON THE PLANS HAVE BEEN LOCATED. THERE IS NO GUARANTEE THAT ALL UTILITIES OR OBSTRUCTIONS ARE SHOWN OR THAT THE LOCATIONS OF THOSE SHOWN ARE ACCURATE IN HORIZONTAL OR VERTICAL ALIGNMENT. LAYOUT THE IMPROVEMENTS AND DETERMINE THE EXACT LOCATION, DEPTH, ALIGNMENT, ETC. OF EXISTING UTILITIES SHOWN NEAR, ADJACENT TO, AND CROSSING THE IMPROVEMENTS BEFORE COMMENCING WORK IN THE AFFECTED AREA. NOTIFY THE STATE'S REPRESENTATIVE IF UTILITIES ARE SHOWN IN THE WRONG LOCATION AND IF UTILITIES NOT SHOWN ARE ENCOUNTERED THAT WILL AFFECT THE WORK. OBTAIN DIRECTION FROM THE STATE'S REPRESENTATIVE BEFORE PROCEEDING WITH THE AFFECTED WORK. FAILURE TO LAYOUT THE WORK, LOCATE AND REPORT CONFLICTS, AND OBTAIN RESOLUTION PRIOR TO COMMENCING WORK IS DONE AT RISK. SEE SECTION 017300 -

EXECUTION FOR ADDITIONAL INFORMATION.

6. COORDINATE THE WORK WITH THE OWNERS OF EXISTING UTILITIES. CAREFULLY EXPOSE EXISTING UTILITIES USING METHODS ACCEPTABLE TO THE UTILITY'S OWNER AND SUPPORT THEM AS NEEDED TO PREVENT DAMAGE OR DEFECTION FROM ORIGINAL CONDITION. PROVIDE FOR THE SAFETY AND PROTECTION OF EXISTING UTILITIES AND REPAIR ANY DAMAGE RESULTING FROM THE WORK TO THE UTILITY OWNER'S STANDARDS.

7. COORDINATE SERVICE INTERRUPTIONS WITH THE UTILITY'S OWNER AND THE STATE'S REPRESENTATIVE. RESTORE SERVICE AT THE END OF EACH

WORK DAY OR PROVIDE TEMPORARY SERVICE.

6. PHOTOGRAPHS, AERIAL IMAGERY, SITE FEATURES, AND INFRASTRUCTURE SHOWN ON THE DRAWINGS OF THE SITE AND SURROUNDING AREAS MAY HAVE CHANGED BEFORE THE COMMENCEMENT OF CONSTRUCTION. FIELD VERIFY THE LOCATION OF SURFACE FEATURES AND EXISTING INFRASTRUCTURE WHEN LAYING OUT THE WORK. NOTIFY THE STATE'S REPRESENTATIVE OF ANY SURFACE FEATURES OR INFRASTRUCTURE NOT SHOWN OR THAT HAVE CHANGED FROM WHAT IS SHOWN AND CONFLICTS WITH THE WORK PRIOR TO PROCEEDING WITH THE AFFECTED WORK.

7. DO NOT OPERATE VALVES OR EQUIPMENT IN THE PLANT OR AT THE TANKS. COORDINATE PROCESS INTERRUPTIONS WITH STATE'S REPRESENTATIVE ONE WEEK PRIOR TO AN INTERRUPTION. SEQUENCE THE WORK TO RESTORE SERVICE BY THE END OF EACH WORK DAY.

8. CONFINE EQUIPMENT AND CONSTRUCTION ACTIVITIES TO THE STAGING AND CONSTRUCTION AREA SHOWN ON THE DRAWINGS. PROMPTLY REPAIR DAMAGE TO EXISTING FACILITIES CAUSED BY CONSTRUCTION ACTIVITY INCLUDING UNDERGROUND UTILITIES, AND CLEAN UP SPILLS AND STAINS

FROM EQUIPMENT LEAKS.

9. UNLESS OTHERWISE SHOWN, RESTORE ALL SURFACE AREAS DISTURBED BY CONSTRUCTION ACTIVITY IN KIND TO ORIGINAL LINE AND GRADE.

ADJUST AS REQUIRED TO PROVIDE POSITIVE DRAINAGE AWAY FOR NEW AND EXISTING IMPROVEMENTS. RESTORE PAVED AND CONCRETE SURFACES TO EXISTING THICKNESS AND GRADE. RESTORE LANDSCAPING INCLUDING BUT NOT LIMITED TO SOD, SHRUBS, GROUND COVER, IRRIGATION PIPES, AND MULCH TO ORIGINAL CONTOUR AND GRADE. UNLESS OTHERWISE NOTED, HYDRO-SEED AREAS OF NATURAL COVER AND VEGETATION THAT HAVE BEEN DISTURBED BY THE WORK WITH SEED OF PLANT SPECIES NATIVE TO THE AREA. SEE SECTION 015639 - TEMPORARY

TREE AND PLANT PROTECTION FOR ADDITIONAL INFORMATION.

10. SURVEY CONTROL POINTS SHOWN ON THE DRAWINGS MAY HAVE BEEN DAMAGED OR DESTROYED PRIOR TO CONSTRUCTION. ESTABLISH CONTROL AS NECESSARY TO LAYOUT THE WORK AND CONSTRUCT THE PIPELINES ALONG THE ALIGNMENTS SHOWN. RETAIN A LICENSED SURVEYOR TO REPLACE BENCHMARKS AND MONUMENTS DISTURBED OR DESTROYED. SEE SPECIFICATION SECTION 01 73 00 - EXECUTION FOR

ADDITIONAL INFORMATION.

11. MAINTAIN THE JOB SITE AND AREAS ACCESSIBLE OR VISIBLE TO THE PUBLIC IN A CLEAN, SAFE, AND USABLE CONDITION. REMOVE DAILY AND CONTAIN ALL CONSTRUCTION DEBRIS, TRASH, AND WASTE MATERIAL. PROMPTLY REMOVE SPILLS OF FLUIDS, SOIL, AND ROCK. CONTAIN CONSTRUCTION DEBRIS, TRASH, AND WASTE MATERIAL WITHIN THE CONSTRUCTION AREA UNTIL DISPOSED OFF-SITE.

MATERIAL LEGEND

CRUSHED ROCK /

AG BASE

SAND

NATIVE SOIL

COMPACTED FILL/BACKFILL

CONCRETE

AC PAVEMENT

REMOVE/DEMOLISH

POTABLE WATERW

E ELECTRICAL CONDUIT

NEW SERVICE EXISTING

UTILITY LEGEND

W

E

E

VALVE & EQUIPMENT SYMBOLS

75.5

75.8BALL VALVE

GATE VALVE

SITE PLAN SYMBOLS

CHECK VALVE

PP

POWER POLE

EXISTING SPOT ELEVATION

FINISHED SPOT ELEVATION

ELECTRICAL PULL BOX

CHAINLINK FENCEX

PVC BALL

VALVE

PVC BALL

CHECK VALVE

PVC UNION

TOPOGRAPHY LINE

1. WORK INVOLVING GROUND DISTURBANCE WILL BE MONITORED BY STATE CULTURAL/ARCHAEOLOGICAL STAFF THE COST OF WHICH IS COVERED BY THE STATE. NOTIFY THE STATE'S REPRESENTATIVE PRIOR TO WORK SO THAT STAFF CAN BE SCHEDULED. SEE SECTION 000810 OF THE PROJECT

MANUAL FOR ADDITIONAL INFORMATION.

2. IF ITEMS OF SIGNIFICANCE ARE ENCOUNTERED, STOP WORK IN THE AFFECTED AREA AND PROMPTLY NOTIFY THE STATE'S REPRESENTATIVE.

CULTURAL AND RESOURCE MONITORING NOTES

1. VERIFY THE LOCATION OF EXISTING BURIED UTILITIES PRIOR TO STARTING WORK. LAYOUT THE WORK PRIOR TO SAW CUTTING AND EXCAVATION AND REPORT ANY CONFLICTS WITH SURFACE FEATURES OR EXISTING IMPROVEMENTS IN ACCORDANCE WITH SECTION 0173000- EXECUTION.

2. THE SITE GENERALLY CONSISTS OF COLLUVIUM (MEDIUM STIFF, MOIST BROWN LEAN CLAY WITH GRAVEL). NO COBBLE OR BOULDERS ARE ANTICIPATED. HOWEVER, IN-SITU MOISTURE IS OFTEN HIGHER THAN OPTIMUM AND SOIL EXPOSED BY EXCAVATION WILL LIKELY BE UNSTABLE AND UNABLE TO SUPPORT CONSTRUCTION EQUIPMENT AND VEHICLES. SOIL MAY REQUIRE DRYING FOR PROPER COMPACTION AND STABILITY.

3. RETAIN THE SERVICE OF A QUALIFIED GEOTECHNICAL ENGINEERING FIRM TO EVALUATE IMPORTED FILL; MONITOR FOR UNSATISFACTORY SOIL DURING ALL EXCAVATION AND TRENCHING WORK; EVALUATE AND TEST IN SITU MOISTURE CONTENT AND DETERMINE METHOD(S) TO ADJUST; AND TO OBSERVE AND TEST THE PREPARATION AND COMPACTION OF SUBGRADE AND PLACEMENT OF FILL AND BACKFILL. NOTIFYING THE STATE'S REPRESENTATIVE UPON DISCOVERY OF UNSATISFACTORY SOIL AND OF THE FIRM'S RECOMMENDATIONS. STOP WORK IN THE AFFECTED AREA AND

AWAIT WRITTEN RESOLUTION FROM THE STATE'S REPRESENTATIVE.

4. GROUNDWATER IS NOT ANTICIPATED THOUGH SEASONAL PERCHED GROUNDWATER AND/OR SEEPAGE MAY OCCUR. CONTROL AND REMOVE GROUNDWATER AND SEEPAGE WHERE ENCOUNTERED IN TRENCHES AND PITS, AND STABILIZE EXPOSED SUBGRADE TO PERMIT CONSTRUCTION.

NOTIFY THE STATE'S REPRESENTATIVE WHERE GROUNDWATER/SEEPAGE IS ENCOUNTERED IN AMOUNTS THAT PROHIBIT PROPER PIPE

INSTALLATION, BACKFILL, AND COMPACTION.

5. EXCAVATED SOIL FROM THE SITE FREE OF DEBRIS, TRASH, ORGANIC MATERIAL, AND ROCK/CEMENTATIONS MATERIAL GREATER THAN 6" IS SUITABLE FOR USE AS ENGINEERED FILL IN STRUCTURAL AREAS PROVIDED IT IS PREPARED AND SELECTIVELY PLACED DURING GRADING IN ACCORDANCE

WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT.

6. WHERE ENCOUNTERED, SURFACE VEGETATION CONSISTING OF GRASSES AND OTHER SIMILAR VEGETATION MUST BE STRIPPED TO A DEPTH OF 2 TO 3-INCHES TO PREVENT GRASS AND ORGANIC-RICH TOPSOIL FROM MIXING WITH EXCAVATED MATERIAL THAT WILL BE USED FOR BACKFILL. THE STRIPPED MATERIAL PRODUCED IS NOT SUITABLE FOR ENGINEERED FILL BUT MAY BE USED TO REPAIR AREAS DISTURBED BY CONSTRUCTION

ACTIVITY.

EXCAVATION AND FILL NOTES

SEE ABBREVIATIONS LISTED UNDER EACH DISCIPLINE FOR ABBREVIATIONS USED THEREUNDER

PROPERTY LINE

BRONZE

GATE VALVE

IRON GATE

VALVE

RW RWRAW WATER

D DDRAIN

SEE SYMBOLOGY UNDER EACH DISCIPLINE FOR ADDITIONAL SYMBOLS USED THEREUNDER

STAINLESS-STEEL PIPE NOTES

1. FASTEN THREADED STAINLESS-STEEL FITTINGS SLOWLY USING ANTI-GALLING THREAD LUBRICANT TO PREVENT GALLING. FASTENED FLANGE BOLTS

SLOWLY USING ANTI-SEIZE BOLT LUBRICANT.

2. BURIED STAINLESS-STEEL PIPE AND FITTINGS MUST BE WRAPPED WITH TAPE PRIOR TO PLACEMENT IN THE GROUND.

3. UNLESS OTHERWISE SHOWN, TRANSITIONS FROM SMALL DIAMETER STAINLESS-STEEL PIPE TO PLASTIC PIPE MUST USE A THRDxTHRD STAINLESS-STEEL COUPLING OR FLANGES. THRDxSLIP PLASTIC COUPLINGS OR METAL-REINFORCED PLASTIC COUPLINGS ARE NOT ALLOWED.

4. STAINLESS-STEEL UNIONS MAY BE REPLACED WITH FLANGED CONNECTIONS WHERE THERE IS ENOUGH PLAY IN THE PIPE TO ALLOW GASKETS TO BE PROPERLY REINSERTED AFTER THE PIPE IS DISCONNECTED FOR MAINTENANCE OR REPLACEMENT OF VALVES, INSTRUMENTS, ETC.

5. SEE SECTION 400506 - PIPE COUPLINGS AND ACCESSORIES AND APPLICABLE DETAILS FOR ADDITIONAL INFORMATION.

COLD WATER SERVICECWS CWS

COMPOUND

FLOW METER

MAGNTIC

FLOW METERBRONZE

BALL VALVE

TOP VIEWSIDE VIEW TOP VIEWSIDE VIEW

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

6/2/2026

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

26-1924

E

W

C

1465'

1470'

1475'

1480'

(E) ELEC TRANSFORMER

(E) ELEC TRANSFORMER

(E) ELEC SERVICE PANEL

& PUMP CONTROL PANEL

(E) ELEC BOX

(E) COMM RISER

(E) ELEC VAULT

(E) POLY WATER TANK

(E) CONC PAD

C-7

ADD WELL PUMP CP, LEVEL

TRANSDUCER, FLOW METER,

VALVES, & FITTINGS ON (E)

WELLHEAD. SEE E-DWGS

LEGEND

SET CONTROL POINT

SIGN

COMM PEDESTAL

STUMP

WATER HOSE BIBB

TREE SIZE IN INCHES & TYPE

FIRE HYDRANT

WATER VALVE

ELECTRIC SWITCH

ELECTRIC METER

C

W

W

E

E

1470'

1475'

NOTES:

1. THIS SURVEY WAS CONDUCTED IN SEPTEMBER OF 2024. ITS PURPOSES IS TO DETERMINE THE

ABOVE GROUND OBSERVABLE TOPOGRAPHIC FEATURES AND SURFACE FOR A PORTION OF AUSTIN

CREEK SRA. BURIED FEATURES HAVE NOT BEEN EXPOSED FOR THIS SURVEY.

2. HORIZONTAL DATUM: THE HORIZONTAL DATUM IS NAD83, CALIFORNIA STATE PLANE COORDINATE

SYSTEM, ZONE 2. UNITS ARE U.S. SURVEY FEET.

3. VERTICAL DATUM: ELEVATIONS ESTABLISHED IN THIS SURVEY ARE NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD88). UNITS ARE U.S. SURVEY FEET.

4. THE ABOVE GROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD OBSERVATIONS ONLY.

BURIED UTILITIES NEED TO BE EXPOSED TO CONFIRM LOCATION AND OR DEPTH. NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR

ABANDONED.

5. TREE LOCATIONS ARE APPROXIMATE AS THEY ARE NATURAL FEATURES AND POSSIBLY

IRREGULARLY SHAPED. DIAMETERS SHOWN ARE IN INCHES AS MEASURED AT BREAST HEIGHT.

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE

MARSHAL SIGNED ORIGINALS ARE ON FILE AT THE

DEPARTMENT OF PARKS AND RECREATION,

NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

FACILITIES AND

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PROJECT MILESTONE: V1

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100%

00 20' 40'

(E) WHARF HYDRANT

STAGING AREA, COORDINATE

LIMITS w/ PARK STAFF

00 10' 20'

REMOVE STUMPS

AND BRUSH

REMOVE POLY TANK,

SEE NOTE 2

REMOVE CONC PAD

DEMOLITION PLAN

SCALE: 1" = 10'

SURVEY CONTROL & KEY PLAN

SCALE: 1" = 20'

DEMOLITION NOTES:

1. CLEAR AND GRUB AREA REQUIRED TO

CONSTRUCT THE IMPROVEMENTS.

· SEPARATE STUMPS, LOGS, VEGETATION, ETC.,

FROM TOPSOIL AND STOCKPILE TOPSOIL

SEPARATELY, SEE EXCAVATION AND FILL NOTE

5 SHEET G2 FOR ADDITIONAL INFORMATION.

· LOG DECK MATERIAL OVER 10" FOR PARK TO

REMOVE.

· CHIP MATERIAL UNDER 10" AND BROADCAST

CHIPS ONSITE WHERE SHOWN.

· PILE OTHER CLEARED MATERIAL ONSITE FOR

PARK TO DISPOSE. COORDINATE LOCATION OF

PILE(S) WITH PARK STAFF PRIOR TO CLEARING.

· REFER TO THE GEOTECHNICAL REPORT FOR

ADDITIONAL INFORMATION AND

REQUIREMENTS.

2. REMOVE POLY TANK AND SET ASIDE FOR PARK

STAFF TO REMOVE FROM SITE. NOTIFY STATE'S

REPRESENTATIVE 2 WEEKS PRIOR TO REMOVAL

SO ARRANGEMENTS WITH PARK STAFF CAN BE

MADE.

CLEAR AND GRUB PROJECT

AREA TO RECEIVE AB. SEE

NOTE 1 AND SITE PLAN SHT C-1

BROADCAST

CHIPPED

MATERIAL IN

THIS AREA

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

6/2/2026

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

26-1924

AutoCAD SHX Text

DIRT ROAD

AutoCAD SHX Text

DIRT ROAD

X

XXXXX

X

X

X

X

XX

X

X

X

X X

X

X

X

X

X X X

X

X X

X

X

X X X X

X

X

1465'

1466'

'14

1466'

1467'

1468'

1469'

1470'

1471'

1472'

1473'

1474'

1475'

1476'

C-7

25-LF OF INFILTRATION

TRENCH, SEE NOTE 1

2''W

2''W

2''W

2''W

3''D 3''D

3''D

PD

PD

PD

2"W TO FLOW

METER IN BLDG

2"W TO TANK INLET

FIELD LOCATE AND

CONNECT 2"W TO (E)

2"W TO DISTRIBUTION

CONNECT TO

(E) RW LINE,

SEE NOTE 3

PRECAST BLDG,

SEE SHT C-4, 5, & 6

STORAGE TANK,

TOF = 1472.575

SEE SHEETS C-2 & 3

12-FT SINGLE-LEAF GATE

3-FT PED GATE

APPROX 230-LF OF

8-FT CHAINLINK

FENCING

35-LF NOM

24-LF NOM

±125-LF CHAINLINK FENCING

2''W 2''W

2''W

6" AG BASE,

(APPROX 2350-SQ),

SEE NOTE 2

3'-0", SEE

NOTE 4

'-0

5' -0

16-LF NOM

30'-0"

N: 1968358.4608 E: 6273012.9384

N: 1968384.3813 E: 6273039.0584

N: 1968381.8232 E: 6273054.4680

El ev at io n (ft

El ev at io n (ft

Offset (ft)

0 10 20 30 40 500-10-20-30-40-50

EG FG

EG

EG

18'-6" NOM

12'-0" NOM

TOC = 1476.00

F.G. ELEV = VARIES

AROUND TANK,

MAX = 1475.25

TOF = 1467.69

F.G. ELEV = VARIES, ±1471.48

10'-0", TYP

5'-0", TYP TANK

PERIMETER

5'-0", TYP BLDG

PERIMETER

2' MIN, TYP

@FOOTING, SEE

TANK MFR FTG

DESIGN

FF = 1468.19

2' MIN, TYP

@FOOTING, SEE

BLDG MFR FTG

DESIGN

C-4

BUILDING

FOUNDATION

TYP

C-2

TANK

FOUNDATION

TYP

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE

MARSHAL SIGNED ORIGINALS ARE ON FILE AT THE

DEPARTMENT OF PARKS AND RECREATION,

NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

FACILITIES AND

DEVELOPMENT DIVISION

PROJECT MILESTONE: V1

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100%

SCALE: 1" = 5'

SITE PLAN

SCALE: 1" = 5'

SECTION

NOTES:

1. ALIGNMENT OF INFILTRATION TRENCH APPROXIMATELY

FOLLOWS CONTOUR. FIELD VERIFY AND ADJUST TO

MAINTAIN THE TRENCH AND PERFORATE PIPE LEVEL.

2. CLEAR AND GRUB AREA TO RECEIVE AB, SEE DEMOLITION

NOTES ON SHEET G3. STRIP TOPSOIL AND EXPOSED

SUBGRADE TO A TOTAL DEPTH OF 6". SCARIFY EXPOSED

SUBGRADE TO 8", MOISTURE CONDITION TO 3% ABOVE

OPTIMUM, AND COMPACT TO 85% RELATIVE DENSITY.

PLACE 6" OF CLASS II AB, MOISTURE CONDITION AND

COMPACT TO 90% RELATIVE DENSITY. GRADE AREA TO

PROVIDE POSITIVE DRAINAGE AWAY FROM TANK AND

BUILDING FOUNDATIONS.

3. FIELD LOCATE (E) 2"RW AND REROUTE TO BUILDING.

CROSS UNDER 3"D. REMOVE REMAINING SEGMENT OF (E)

2"W TO (E) POLY TANK.

4. FENCE SHOWN ILLUSTRATES THE GENERAL PLACEMENT.

VEGETATION MAY CONFLICT. CONFIRM LAYOUT OF

FENCE AND ITS PROXIMITY TO TREES WITH PARK STAFF.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

6/2/2026

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

26-1924

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

AutoCAD SHX Text

1"=5'

30" DIA HINGED

SIDE ACCESS

ELEVATION

PLAN

SIDESHELL

SST GUARD RAIL

CONC FTG

BELOW

NOTES:

1. COMPACT SUBGRADE TO 90% AND CONSTRUCT 4" THICK CONC PAD w/ 6x6 2.9 WWF O.C. THICKEN EDGE

TO 12" w/ 2 4 T&B. COORDINATE WITH LADDER FABRICATION. SLOPE PAD 2% AWAY FROM TANK.

CONC LANDING,

SEE NOTE 1

HWL EL = 14.5'

OF WEIR EL = 15.0'

SIDESHELL

EL = 16.0' NOM

18'-6" NOM

4" D

R

AI

N

4" OF

4" OUTLET

4" INLET30

" A

CCESS

LA

DDER

SAMPLE TAP

2'-0"

45°

3" MAX

C-2

SAMPLE

TAP

C-2

INTERIOR

LADDER

EXTENSION

STORAGE

C-2

LEVEL

BOARD

C-3

SIDE

ACCESS

C-3

TANK

OUTLET

C-3

OVERFLOW

C-3

DRAIN

C-2

LADDER

GUARD

C-2

FOUNDATION

TYP

C-2

ROOF

HATCH

SST LADDER w/

SAFE CLIMB DEVICE

4'-0"

MIN

C-3

INLET

LEVEL BOARD

90°

30°

SPLASH PAD, SEE

DRAIN DETAIL

15°

45° 67.5°

90°

SST SAFETY

CHAIN

VARIES W/ FG,

SEE SITE PLAN

2" CLR

ALL SIDES

6" MIN

TOC

3/4" CHAMFER

FG

±30", PER TANK

MFR, SEE NOTE 6

ALTERNATE HOOKS,

SEE NOTE 5

EXPANSION JOINT FILLER

TANK FLOOR

SIDESHELL

NOTES:

1. SCARIFY EXPOSED SUBGRADE TO 12-IN AND COMPACT TO 90% RELATIVE COMPACTION AT 3% ABOVE OPTIMUM MOISTURE PER ASTM D1557.

2. CONSULTANT TANK MFR FOR BURIAL DEPTH OF FOOTING DESIGN. EXCAVATE BENEATH TANK AND TO 5-FT BEYOND FOUNDATION PERIMETER TO A DEPTH OF 2-FT BELOW THE FOOTING. REMOVE DEBRIS, DELETERIOUS MATERIAL, AND ROCKS GREATER THAN 6" FROM EXCAVATED SOIL, CONDITION IT TO 3% ABOVE OPTIMUM MOISTURE, AND PLACE IT BACK IN 6" LIFTS COMPACTING TO 90% RELATIVE

COMPACTION PER ASTM D1557.

3. PLACE AB IN 6" LIFTS AND COMPACT TO 95% RELATIVE COMPACTION AT 3% ABOVE OPTIMUM MOISTURE PER ASTM D1557.

4. MIX 5 PARTS SAND AND 1 PART LIME BY VOLUME, MOISTURE CONDITION, TAMP UNTIL FIRM AND UNYIELDING, AND SCREED LEVEL WITH

FOOTING.

5. SIZE, NUMBER, AND SPACING OF REINF AND ANCHORS BY TANK MFR. #5 CONT AND #4 TIES MIN. COORDINATE WITH TANK MFR.

6. DEPTH VARIES WITH TOPOGRAPHY TO MAINTAIN MINIMUM BURIAL DEPTH.

TANK ANCHORS,

±1", SEE NOTE 5

6" SAND & LIME BASE,

SEE NOTE 4

1'-0" AGGREGATE BASE,

SEE NOTE 3

±18", PER

TANK MFR

5'-0"

SEE NOTE 2

CONT BARS,

SEE NOTE 5

SUITABLE NATIVE

MATERIAL,

SEE NOTE 1

COMPACTED BACKFILL,

SEE NOTE 2

1" PVC DRAIN @ 4' O.C.,

DAYLIGHT 4" MIN ABOVE FG

2'-0"

FU

LL

D

EP

TH

T

R

AV

EL

±18", SEE NOTE 1

±81

2", SEE NOTE 1

SST PIPE, FITTINGS,

TENSIONER, &

SHEAVE ELBOWS,

SIZE BY LEVEL MFR

GAUGE BOARD

CONNECTION

SST TAB &

FASTENER,

SEE NOTE 2

SST

FLOAT

CABLE

ALUMINUM

GAUGE

BOARD

INTERIOR ELEVATION SECTION

ROOF PLAN

EXTERIOR ELEVATION

±5", SEE NOTE 1

NOTES:

1. DIMENSIONS VARY BY GAUGE MFR. COORDINATE THE LOCATION OF

ANCHORS AND ROOF PENETRATIONS WITH SELECTED PRODUCT.

2. COORDINATE SIZE, NUMBER, & SPACING OF SUPPORT BRACKETS WITH

SELECTED PRODUCT. FASTEN W/ SST HARDWARE.

TOP CABLE

ANCHOR, TYP 2

BY MFR,

SEE NOTE 1

FLOAT

SPRING-TENSIONED

SST GUIDE CABLE,

TYP 2

LOWER ANCHOR

WELDED TO TANK

BOTTOM, TYP 2

TANK ROOF

HAND RAIL POST

6"H x 3"W SST PLATE

ONE-HOLE CLAMP,

GRINNELL FIG 126 OR

EQUAL

LADDER SAFETY EXTENSION

1/4" DIA SST U-BOLT W/

SST NUTS & WASHERS, TYP 2

2'-6"

FG

SST THRD

WELD-O-LET w/ SST

SAMPLE TAP

SST HINGED

ENCLOSURE w/

LOCKING HASP

CURB CORNER DETAIL

3/16 TYP

3/16 TYP

6"

2", TYP

PLAN

WELD NUTS

AFTER ASSEMBLY

FLAT STOCK, CAP w/ 1/8" THK x 1/4"

WIDE U-CHANNEL NEOPRENE GASKET

LOCKING TABS3/16" PLATE, TYP

3/4" Ø ROUND

BAR, TYP

6" X 3/16" FB, TYP

A A

HOLD OPEN NOT SHOWN FOR CLARITY

VARIES, 6" MIN

ROOF PLATE

SECTION A

±4'-0"

ELEVATION

PLAN VIEW

BOTTOM

PLATE

SIDE SHELL

HEAVY DUTY

HINGE, TYP. SIZE,

NUMBER, SPACING,

AND CONNECTION

PER TANK MFR

1'-4"

2'-0"

NOM

TOF

SECTION

ANTI-CLIMB SHIELD

LOCK TABS

TANK SHELL

BOTTOM PLATE

TYP

COORD W/ CONC

RING WALL

1'-0" MAX TO

BOTTOM RUNG

FG

2" MIN ON

UPHILL SIDE

10-FT

MIN

1'-0"

6"

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE

MARSHAL SIGNED ORIGINALS ARE ON FILE AT THE

DEPARTMENT OF PARKS AND RECREATION,

NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

FACILITIES AND

DEVELOPMENT DIVISION

PROJECT MILESTONE:

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C-2

SCALE@24X361 TANK PLAN AND ELEVATION

3/8" = 1'-0" NTS4 TANK FOUNDATION

NTS6 LEVEL BOARD

NTS3 LADDER EXTENSION STORAGE

NTS2 SAMPLE TAP

NTS7 ROOF HATCH

NTS5 LADDER GUARD

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

6/2/2026

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

BOLT, NUT & WASHER w/

SEALANT, SEE NOTE 2

HWL = 14.5'

SST PIPE SUPPORT, STYLE,

SIZE, NUMBER, AND

SPACING BY TANK MFR

SIDESHELL

4" SST OVERFLOW

4" SST FLANGE

4" DUCKBILL CHECK VALVE

6" CLR,

MIN

OF ELEV = 15.0'

CONC SPLASH

PAD, SEE NOTE 1

FG

NOTES:

1. CONSTRUCT 4' SQ, 4" THK SPLASH PAD w/ 6x6 2.9 WWF O.C.CENTERED UNDER OVERFLOW. THICKEN

EDGE TO 12" w/ 2#4. COMPACT SUBGRADE TO 90%, SET TOP OF CONCRETE BELOW TOP OF TANK

FOOTING AND SLOPE 2% AWAY FROM TANK FOOTING.

2. TANK PENETRATION AND NUMBER, SIZE, TYPE, AND SPACING OF BOLTS PER TANK MANUFACTURER.

2"

SIDESHELL = 16' NOM

WEIR BOX

HWL = 14.5'

INVERT EL= 15.0'

SST PVC

NOTES:

1. WRAP BURIED SST PIPE FROM COUPLING TO 2" ABOVE FG WITH 2 OVERLAPPING LAYERS OF 2" 20-MIL

PVC TAPE.

2. ASSEMBLE THREADED SST PIPE, FITTINGS, & VALVES WITH ANTI-SEIZE COMPOUND.

3. TANK PENETRATION AND NUMBER, SIZE, TYPE, AND SPACING OF BOLTS PER TANK MANUFACTURER.

1'-0"

BOLT, NUT & WASHER w/

SEALANT, SEE NOTE 3

SST PIPE SUPPORT W/ SST

U-BOLT, TYP. SIZE, NUMBER,

AND SPACING BY TANK MFR

2" SST PIPE & FITTINGS,

SEE NOTE 2

4" SST FLANGE W/ 2" FPT OUTLET

2" SST UNION, TYP 2

SST GATE VALVE

WRAP SST PIPE W/

PVC TAPE, SEE NOTE 1

FG

SST THRD CPLG w/ PVC THRD x SLIP CPLG

SIDESHELL

BOLT, NUT & WASHER

w/ SEALANT

2' MIN

4' MAXSEE

SITE

PLAN

SECTIONELEVATION

5"

MIN

FLOOR PLATE

NOTES:

1. TANK PENETRATION AND BOLTING BY TANK MFR

2'-0"

3'-0" Ø

SIDE SHELL

GASKET

BOLT SIZE, NUMBER,

AND SPACING BY MFR

HINGE

BOLT, NUT & WASHER w/ SEALANT, TYP FLOOR ANGLE. SEE NOTE 1

BASE ANGLE, SIZE

PER TANK MFR

SIDESHELL

FLOOR PANEL

BOLT, NUT & WASHER,

TYP. SEE NOTE 1

GAP SPLICE PER TANK MFR

BASE ANGLE SPLICE

PER TANK MFR

SEALANT PER TANK MFR

NOTES:

1. NUMBER OF ROWS, SIZE, TYPE, AND SPACING OF BOLTS PER TANK

MANUFACTURER.

BOLT, NUT & WASHER,

TYP DECK ANGLE. SEE

NOTE 1

BOLT, NUT & WASHER, TYP

RAFTERS. SIZE, NUMBER, LAYOUT,

& SPACING PER TANK MFR

DECK ANGLE

PER TANK

MFR

ROOF DECK w/

SEALANT PER

TANK MFR

CENTER RING

RAFTER CLIP w/

SEALANT ON

SIDESHELL PER TANK

MFR

DECK RAFTER

BOLT, NUT & WASHER, TYP

DECK ANGLE. SEE NOTE 1

NOTES:

1. NUMBER OF ROWS, SIZE, TYPE, AND SPACING OF BOLTS PER TANK MANUFACTURER.

BOLT, NUT & WASHER w/ SEALANT, TYP ROOF PANELS. SEE NOTE 1

DECK ANGLE PER TANK MFR

SIDESHELL

ROOF PANEL

TANK INTERIOR

SEALANT PER TANK MFR

DECK ANGLE

SEALANT AT

SEAMS, TYP

TANK EXTERIOR TANK INTERIOR

SIDESHELL

SIDESHELL

FLAT WASHER AND HEX NUT

BOLT, SEE NOTE 1

SEALANT PER TANK MFR

NOTES:

1. NUMBER OF ROWS, SIZE, TYPE, AND SPACING OF BOLTS PER TANK

MANUFACTURER.

20 GA 316 SST WIRE

MESH, AREA PER

TANK MFR

DOMED HOOD, FASTEN

W/ SST HARDWARE

TANK ROOF

BY TANK MFR

6" MIN

1'-0"

2" CURB VALVE

w/ LOCK WING

SST

PVC

1'-0"

FG

NOTES:

1. ENCASE PIPE WITH SAND TO WITHIN 6" OF FG. TAMP IN 6" LIFTS UNTIL FIRM AND UNYIELDING.

2. TANK PENETRATION AND NUMBER, SIZE, TYPE, AND SPACING OF BOLTS PER TANK MANUFACTURER.

2" SST PIPE & FITTINGS

SEE TRENCH DETAIL

SST UNION w/ THRDxSLIP

PVC ADAPTER

BOLT, NUT & WASHER w/

SEALANT, SEE NOTE 2

4" SST FLANGE w/ 2" OUTLET

BOLT, NUT & WASHER w/

SEALANT, SEE NOTE 3

SEE

NOTE 1

NOTES:

1. 6" MIN. EXTEND THIMBLE AS REQUIRED FOR FLANGE TO CLEAR FOOTING OR BLOCK OUT EXPOSED

TOP OF FOOTING TO ACCOMMODATE FLANGE

2. CONSTRUCT 4' WIDE, 4" THK SPLASH PAD w/ 6x6 2.9 WWF O.C. CENTERED UNDER DRAIN. COMPACT

SUBGRADE TO 90%, SET TOP OF PAD 2" ABOVE FG, AND SLOPE 2% AWAY

3. TANK PENETRATION AND NUMBER, SIZE, TYPE, AND SPACING OF BOLTS PER TANK MANUFACTURER.

CONC RINGWALL

BOTTOM PLATE

SIDE SHELL

CONCRETE SPLASH PAD, SEE NOTE 2

4" GATE VALVE

4" SST FLGxPE ELL

2-FT MIN

SEE

SITE

PLAN

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE

MARSHAL SIGNED ORIGINALS ARE ON FILE AT THE

DEPARTMENT OF PARKS AND RECREATION,

NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

FACILITIES AND

DEVELOPMENT DIVISION

PROJECT MILESTONE:

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100%

C-3

NTS2 TANK OVERFLOW

NTS1 TANK INLET

NTS5 SIDE ACCESS

NTS7 FLOOR BOLTS

NTS4 RAFTER BOLTS

NTS3 ROOF BOLTS

NTS6 SIDESHELL BOLTS

NTS9 TANK VENT

NTS8 TANK OUTLET

NTS9 TANK DRAIN

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

6/2/2026

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

NOTES:

1. PREPARE FOUNDATION BY OVER-EXCAVATING NATIVE

SOIL FROM GROUND SURFACE TO 5-FT BEYOND

FOUNDATION PERIMETER TO THE DEPTH SHOWN.

SCARIFY EXPOSED SUBGRADE TO 6" AND COMPACT

TO 90% RELATIVE COMPACTION AT 3% ABOVE

OPTIMUM MOISTURE PER ASTM D1557.

2. REMOVE DEBRIS, ORGANIC AND DELETERIOUS

MATERIAL, AND ROCKS GREATER THAN 3" FROM

EXCAVATED MATERIAL AND PLACE IT BACK IN 6" LIFTS

COMPACTING TO 90% RELATIVE COMPACTION AT 3%

ABOVE OPTIMUM MOISTURE PER ASTM D1557.

3. SET TOP OF PERIMETER FOOTING 3" ABOVE EXISTING

GRADE.

4. PLACE SAND OVER VAPOR BARRIER AND TAMP UNTIL

FIRM AND LEVEL WITH TOP OF PERIMETER FOOTING.

5. COMPACT SUBGRADE BENEATH ENTRY PAD TO 90%

AND MOISTEN SUBGRADE PRIOR TO PLACING

CONCRETE. SET PAD 1/4" BELOW FINISHED FLOOR OF

BLDG AND SLOPE 2% AWAY FROM DOOR. THICKEN

OUTER 6" OF PAD PERIMETER ON 3 SIDES TO 2X SLAB

THICKNESS W/ 2-#4 CONT T&B.

6. ASTM D2661, SCH 40 ABS DWV PIPE WITH SOLVENT

WELD JOINTS.

7. PLACE NATIVE MATERIAL AND SWALE 3' AWAY FROM

BUILDING TO EG.

8. SEE GEOTECHNICAL REPORT FOR ADDITIONAL

INFORMATION AND REQUIREMENTS.

9. COORDINATE SIZE AND PLACEMENT WITH TAIL PIPE.

FINISH GRADE AROUND

PERIMETER, SEE NOTE 7

EG ±167.0

10'-0"

NOM

OVER-EXCAVATE NATIVE

MATERIAL AND RECOMPACT,

SEE NOTES 1 & 2

EXPOSED SUBGRADE,

SEE NOTE 1

4'-0"

5'-0" TYP AROUND PERIMETER

SECTION

2" MIN OF SAND OVER

VAPOR BARRIER, SEE

NOTE 4

3"

ROUTE DRAIN

LINE TO FRENCH

DRAIN, SEE SITE

PIPING PLAN

CO

SINK DRAIN,

SEE NOTE 9

4'X6' CONC PAD 4" THK w/ 6x6 W2.9 WWF MID-DEPTH, SEE NOTE 5

PERIMETER FOOTING

PRECAST BUILDING SHELL

SLOPE FF

TO DRAIN

DWV PIPE,

TYP SEE NOTE 6

12'-0", NOM

FF = 167.75

C-4

PERIMETER

FOOTING,

SEE NOTE 3

PLAN

C-4

PLACE CO 3' MIN

FROM FOOTING

C-4

FLOOR

DRAIN

C-4

FUNNEL

DRAIN,

TYP 2 ESEW DRAIN,

SEE NOTE 9

2" MIN , TYP

ANCHOR, SEE NOTE 2

BLOCKOUT BY BLDG MFR,

FILL W/ NON-SHRINK GROUT

6"

NOTES:

1. CONTINUOUS FOOTING, DIMENSIONS, AND REINFORCEMENT SHOWN IS ILLUSTRATIVE OF THE

STYLE OF FOUNDATION PROPOSED. ACTUAL FOUNDATION TO BE DESIGNED BY BUILDING

MANUFACTURER FOR THEIR PRECAST PRODUCT. SEE GEOTECHNICAL REPORT FOR SOIL,

SEISMIC, AND OTHER DESIGN PARAMETERS.

2. COORDINATE TYPE, DIAMETER, DEPTH, AND SPACING OF ANCHORS WITH SELECTED BUILDING

MANUFACTURER.

FF

PRECAST FLOOR, SLOPED

TO FLOOR DRAIN

LONGITUDINAL REINF W/

HOOK AT CORNERS

STIRRUPS

VAPOR BARRIER

DEPTH PER MFR,

EXTEND 12" MIN

BELOW EG

WIDTH PER

MFR,12" MIN

CONTINUOUS

FOOTING

6" MIN.

PIPE

9" MIN, TYP

PRECAST CONC FLOOR

12" MAX

CONTINUOUS

FOOTING

THICKEN FOOTING FOR PIPE CROWNS

<12-INCHES BELOW FOOTING

SECTION

ELEVATION

LESSER OF 6" OR Ø OF

LARGER SLEEVE

1'-0"

NOTES:

1. COORDINATE BLOCK OUT IN FLOOR WITH PRECAST BUILDING MFR.

2. PROVIDE BOTTOM OUTLET CAST IRON FD W/ BRONZE STRAINER AND CLAMPING SEEPAGE FLANGE, WADE W-1100 OR APPROVED EQUAL.

DEPTH VARIES

4" FLOOR DRAIN, SEE NOTE 2SLOPE FINISHED FLOOR TO

DRAIN, SEE FLOOR PLAN

FF

SLOPE 1/4"

PER FT MIN

NOTES:

1. COORDINATE BLOCK OUT IN FLOOR WITH PRECAST BUILDING MFR.

2. PROVIDE EPOXY-COATED, CAST IRON FUNNEL DRAIN, ZURN Z-326 OR APPROVED EQUAL.

2" AIR GAP

DRAIN PIPE OR TUBING

FROM INSTRUMENTS 2" FUNNEL DRAIN,

SEE NOTE 2

FF

SLOPE 1/4"

PER FT MIN

DEPTH VARIES

CLEAN-OUT ADAPTER HUB W/

RECESSED PLUG, SET 2" ABOVE FG

4" THK CONC RING W/

1-#3 O.C. OR FIBER MESH

COMBO TEE

3'-0" MIN

PLUG

FG

12" 8"

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE

MARSHAL SIGNED ORIGINALS ARE ON FILE AT THE

DEPARTMENT OF PARKS AND RECREATION,

NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

FACILITIES AND

DEVELOPMENT DIVISION

PROJECT MILESTONE: V1

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100%

C-4

SCALE@24X361 FOUNDATION PLAN

3/4" = 1'-0" NTS3 FOUNDATION DETAIL

NTS2 FOUNDATION PIPE DETAIL

NTS4 FLOOR DRAIN

NTS5 FUNNEL DRAIN

NTS6 YARD CLEANOUT0 1' 2' 3'

SCALE: 3/4"=1'-0" (IN FEET)

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

6/2/2026

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

CWS

BOOSTER

PUMP

12'-0" NOM

10'-0"

NOM

FIRE EXT, SEE NOTE 3

ARV RW MAG METER (FIT-10)

INLINE MIXER

TW SAMPLE TAPMETERING PUMP (ABOVE) Cl2 ANALYZER (AIT-20), SEE NOTE 7

EMERGENCY

EYEWASH,

SEE NOTE 4

PW COMPOUND

FLOW METER (FE-40)

PW SAMPLE TAP

UTILITY SINK w/

SAMPLE VALVES,

SEE DET 9/C-7

ELEC & CONTROL CABINETS,

SEE E-DWGS

FLOOR DRAIN

48" x 80" STEEL DOOR

NOTES

1. COORDINATE THE TYPE, DEPTH, AND SIZE OF ALL ANCHORS

WITH SELECTED PRE-CAST BUILDING MFR.

2. COORDINATED LOCATION OF WALL PENETRATIONS AND

BLOCK OUTS IN THE FLOOR WITH BUILDING

MANUFACTURER.

3. WALL-MOUNT FIRE EXTINGUISHER w/ SST 316 HARDWARE.

SET 54" ABOVE FF TO TOP OF EXTINGUISHER .

4. WALL-MOUNT EYEWASH STATION w/ SST 316 HARDWARE.

SET UNIT w/ SPRAY HEADS BETWEEN 42" AND 53" ABOVE

THE FLOOR.

5. 10" EXHAUST FAN. MOUNT FAN FLANGE TO WALL WITH SST

316 HARDWARE. LOCATE BOTTOM OF FAN FRAME 6" FROM

FF. COORDINATE LOCATION AND ANCHORAGE WITH

BUILDING MFR.

6. MOUNT SHELF TO WALL W/ SST HARDWARE.

7. MOUNT ANALYZER TO WALL WITH SST HARDWARE. ROUTE

DRAIN TUBE TO FUNNEL DRAIN.

8. SEE ELECTRICAL PLANS FOR SIZE AND LOCATION OF

CONDUIT PENETRATIONS.

9. FOR CLARITY NOT ALL PIPE SUPPORTS ARE SHOWN.

PROVIDE SUPPORTS AT 4-FT MAX SPACING AND

ADDITIONALLY WHERE NEEDED TO SUPPORT EQUIPMENT

AND TO PREVENT THE PIPE FROM SAGGING.

10. ALL HARDWARE AND FASTENERS TO BE STAINLESS-STEEL.

KEY NOTES

① 2" SST COUPLING

② 2" SST ELBOW

③ 2" SST UNION

④ 2" SST BALL VALVE

⑤ 2" SST RED TEE, COORD BRANCH SIZE w/ AIR VALVE

⑥ 2" SST RED TEE w/ NIPPLE, ELBOW, & 1/4" SST MPTxC INSTRUMENTATION BALL VALVE

⑦ 2" PVC THRDxSLIP ADAPTER

⑧ 2x1 PVC ECC REDUCER, BUSHING NOT ALLOWED

⑨ 1" MAGNETIC FLOW METER

⑩ 2" PVC RED TEE, COORDINATE BRANCH SIZE w/ TUBE FITTINGS

⑪ 2" PVC UNION

⑫ 2" PVC INLINE STATIC MIXER

⑬ 3-WAY SAMPLE SOLENOID VALVE

⑭ 2" SST RED TEE w/ 1/4" SST MPTxC INSTRUMENTATION BALL VALVE

⑮ 2" SST TEE

⑯ 2" SST REDUCER, COORDINATE REDUCTION SIZE w/ SELECTED BOOSTER PUMP

⑰ 2" SST BALL VALVE, COORDINATE SIZE w/ SELECTED BOOSTER PUMP

⑱ BOOSTER PUMP

⑲ 2" COMPOUND FLOW METER

EXHAUST FAN,

SEE NOTE 5

A

C

B

WATER SERVICE BOOSTER PUMP

C-2

SAMPLE

TAP (RW)

TYP 3

42"

1'-0"

TYP

PVC SST

5 6 8 9 8 10 11 12 1 6 14

PVC SST PVCSST

50-gal CHEM TANK w/

LABEL & NFPA PLACARD

ON 2-DRUM SPILL PALLET

METERING PUMP

CL2 ANALYZER &

CONTROLLER,

SEE NOTE 7ROUTE PE SAMPLE

LINES TO SINK, TYP

PVCSST

1'-0"

TYP

15 4 13 3

PVCSST

PVCSST

1618 17

PERISTALTIC

SAMPLING PUMP

TO CL2 ANALYZER

CP LP

19 6 4

PVC SST

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE

MARSHAL SIGNED ORIGINALS ARE ON FILE AT THE

DEPARTMENT OF PARKS AND RECREATION,

NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

FACILITIES AND

DEVELOPMENT DIVISION

PROJECT MILESTONE: V1

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C-5

25SCALE:A CHLORINE STORAGE AND FEED SYSTEM

1" = 1'-0" SCALE:C PW CHLORINE RESIDUAL MONITOR

1" = 1'-0"

SCALE: 1" = 1' - 0"

FLOOR PLAN

SCALE:B PW FLOW METER AND SAMPLE TAP

1" = 1'-0"

0 1/2' 1' 2'

SCALE: 1"=1'-0" (IN FEET)

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

6/2/2026

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

UTILITY

LIGHT

4'-0" x 6'-8" DOOR

9'-6"

NOM

C-7

NFPA

PLACARD

10'-0"

NOM

10'-0" NOM

6", TYP

C-7

PIPE

PENETRATION

TYP

6", TYP

12'-0" NOM

8"

EXHAUST FAN

8"

6"x12" VENT, TYP 2

SMOOTH ROOF FINISH

SIMULATED BARNBOARD

SIDING, TYP ALL SIDES

5" FROM TOP OF WALL

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE

MARSHAL SIGNED ORIGINALS ARE ON FILE AT THE

DEPARTMENT OF PARKS AND RECREATION,

NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

FACILITIES AND

DEVELOPMENT DIVISION

PROJECT MILESTONE: V1

SCALE: 3/4" = 1'-"0

SOUTHWEST ELEVATION

SCALE: 3/4" = 1'-"0

NORTHEAST ELEVATION

SCALE: 3/4" = 1'-"0

SOUTHEAST ELEVATION

SCALE: 3/4" = 1'-"0

NORTHWEST ELEVATION

NOTES:

1. BUILDING DIMENSIONS AND WALL THICKNESS VARY BY MANUFACTURER.

COORDINATE DIMENSIONS OF PERIMETER FOOTING AND THE LOCATION

OF OPENINGS, BLOCK-OUTS , AND PENETRATIONS WITH SELECTED

MANUFACTURER.

2. PENETRATION FOR ELECTRICAL CONDUIT NOT SHOWN. SEE

ELECTRICAL SITE AND FLOOR PLANS.

3. SEE SECTION 133420 FOR DOOR HARDWARE AND FOR INTERIOR AND

EXTERIOR COATINGS.

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100%

C-6 250 16' 32' 64'

SCALE: 1/32"=1'-0" (IN FEET)

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

6/2/2026

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

PROVIDE PRE-PRINTED NFPA

PLACARDS AND CHEMICAL LABELS ON

EXTERIOR DOORS AND ON CHEMICAL

STORAGE TANKS.

DOOR PLACARD: 10-IN SQUARE

SEMI-RIGID PLASTIC

WITH ADHESIVE BACK

TANK PLACARD: 71

2-IN SQUARE ADHESIVE

BACKED VINYL

HEALTH HAZARD

(BLUE BACKGROUND)

SODIUM HYPOCHLORITE = 3

FIRE HAZARD

(RED BACKGROUND)

SODIUM HYPOCHLORITE = 0

SPECIFIC HAZARD

(WHITE BACKGROUND)

SODIUM HYPOCHLORITE = OXY

REACTIVITY

(YELLOW BACKGROUND)

SODIUM HYPOCHLORITE = 1

12.5% SODIUM

HYPOCHLORITE SOLUTION

CHEMICAL LABEL,

3" MIN LETTER SIZE

SST U-BOLT PIPE CLAMP W/

CHANNEL NUTS, SEE NOTE 1

NOTE:

1. FOR USE WITH DUCTILE, STEEL AND COPPER

PIPES. WRAP COPPER PIPE WITH 2" STRIP

OF RUBBER FABRIC.

2. FOR USE WITH PVC PIPE AND CONDUIT.

3. MOUNT W/ SST EXPANSION OR EPOXY

ANCHORS. REFER TO THE BLDG MFR FOR

ADDITIONAL INFORMATION AND LIMITATIONS.

4. SEE STRUT MFR FOR LENGTH AND WEIGHT

LIMITATIONS.

FOR USE ON PIPE UP TO 6"Ø

SST UNIVERSAL PIPE CLAMP,

SEE NOTE 2

DOUBLE CHANNEL BRACKET FOR USE

ON PIPE UP TO 6"Ø, SEE NOTE 3.

SINGLE CHANNEL BRACKET FOR USE ON

PIPES UP TO 3"Ø, SEE NOTE 3.

12 GA SST MODULAR STRUT AT 5'-0" OC

MAX, TYP, UNO. LENGTH AS REQ'D TO

MAINTAIN MIN CLEARANCE FROM WALL

PRECAST CONC WALL,

SEE NOTE 3

4" MIN

CLR, TYP

EXTERIORINTERIOR

CONC WALL

SEALANT OVER

BACKER ROD, TYP

PIPE

ROUND CORE OR CAST ROUND

BLOCKOUTE, COORD PLACEMENT

w/ PIPE ALIGNMENT AND

ELEVATION. CHIPPING OR

HAMMERING IS NOT ALLOWED

AIR/VAC VALVE

QTR TURN BRONZE

BALL VALVE

SCH 40 SST

NIPPLE, TYP

SST THRD BUSHING

EXTEND VENT DOWN

BELOW PIPE OR

EXTEND TO 8" ABOVE

FLOOR DRAIN WHERE

PRESENT

FPT SST SCREEN

NOTES:

1. ASSEMBLE THREADED SST PIPE FITTINGS WITH ANTI-SIEZE COMPOUND.

SCH 40 PVC PIPE

AND FITTINGS, TYP.

SIZE PER ARV MFR

NOTES:

1. HAND TAMP AND CONSOLIDATE UNTIL FIRM AND UNYIELDING.

2. PLACE NATIVE MATERIAL FREE OF ORGANICS AND DELETERIOUS MATERIAL IN 6" LIFTS, MOISTURE CONDITION TO 3% ABOVE OPTIMUM, AND COMPACT TO 90% RELATIVE DENSITY PER ASTM D1557

24"

NATIVE MATERIAL,

SEE NOTE 2

TRACER WIRE

UNDISTURBED

SOIL

24" CRUSHED

ROCK, SEE NOTE 1

PERFORATED DRAIN

GEOTEXTILE

PIPES ≤3": 3" MIN,

PIPES 4" TO 10": 8" MIN

SEE NOTE 4

TRACER WIRE,

SEE NOTE 3

12" MIN

PREPARED

SUBGRADE

UNDISTURBED

SOIL

NOTES:

1. MAINTAIN 36" MIN COVER ON WATER MAINS AND BRANCHES AND 30" MIN ON SERVICE LATERALS.

2. SEE SECTION 312333 FOR BEDDING AND BACKFILL MATERIAL, PLACEMENT, AND COMPACTION

REQUIREMENTS AND FOR ADDITIONAL INFORMATION.

3. PROVIDE TRACER WIRE OVER NON-FERROUS PIPES. ATTACH WITH PVC TAPE AT 10-FT INTERVALS.

4. INCREASE…