Agenda packet — Shafter City Council, November 5, 2024 (part 2 of 4)

1 1/2" = 1'-0" MAINLINE PIPE TRENCH DETAIL BEDDING - SAND HAUNCHING 1 2 PAVING OR FINISH GRADE 1 SUBSEQUENT BACKFILL WITH NATIVE SOIL, COMPACTED TO 90% WITH OPTIMUM DENISTY 2LEGEND WHEN PVC PIPE IS BEING USED, PIPE SHALL BE BACKFILLED TO THE HAUNCHING AND COMPACTED TO 90% PRIOR TO COMPLETING SUBSEQUENT BACKFILL. NOTES WIDTH VARIES 24" UNDER PAVING
18" UNDER SOIL 4" MIN. 4" MIN. 4 328409.76-24 LEGENDPIPE TRENCHING DETAIL 123456 7 1 FINISH GRADE CLEAN BACKFILL - SEE SPECS. FOR MATERIAL W/ 90% COMPACTION REQUIRED 23 NON-PRESSURE LATERAL LINE 4 INSTALL WARNING TAPE 3" ABOVE MAINLINE 5 PRESSURE SUPPLY LINE 6 PROVIDE 2" OF CLEAN BACKFILL CONTROLL WIRES - BUNDLE AND TAPE AT 15"O.C. AND INSTALL BELOW PRESSURE SUPPLY LINE 7 -PIGTAIL & LOOP CONTROL WIRE & PROVIDE THRUST BLOCKS AT ALL 90 DEGREE CHANGES IN DIRECTION -SPLICING OF WIRE RUN PER SPECS. ONLY -36" MIN. COVER FOR RECLAIMED WATER MAINLINE NOTES 5 3/4" = 1'-0" THRUST BLOCKING PLAN VIEW SECTION VIEW 6 328409.76-01 1" = 1'-0" PEDESTAL MOUNT RAINBIRD CONTROLLER NOTES: 1. CONTRACTOR MUST PURCHASE AND HAND OVER ONE (1) RAINBIRD IQ DELL TABLET PART #RB9 C01397 TO CITY. 2. LINE SURGE PROTECTION IS NEEDED EVERY 500' ON THE TWO-WIRE PATH. USE #RB9 M13008 LINE SURGE PROTECTOR. 3. CONTACT JOSH BANDUCCI WITH KERN TURF SUPPLY, INC. FOR PRICING AND/OR INFORMATION @ 661-978-5935. 4. 2-WIRE SYSTEM TO BE P7072D BY PAIGE USING THEIR BUILT-IN CONDUIT SYSTEM. INSTALL THIS WIRE SET IN A 1-1/2" SCH. 40 PVC SLEEVE FROM CONTROLLER TO ALL VALVES, LEAVING NO WIRES, ACCEPT THOSE IN THE VALVES, EXPOSED TO ANY WATER. 328409.16-08 1 BOOSTER PUMP CLP03VNASA1 1. SLAB DETAIL IS PROVIDED FOR ILLUSTRATION ONLY. THE ARCHITECT OR PROJECT ENGINEER SHOULD BE CONSULTED FOR CONSTRUCTION DETAIL. 2. DIMENSIONS ARE FOR REFERENCE ONLY. EXTERNAL PLUMBING TO BE FIELD-FIT. 3. STATION WEIGHS ~ 250 LBS. 1 234 6 5 OPTIONAL LOCATION FOR BRACKET/CONTROLLER 12 SLAB DETAIL (SEE NOTE) 3 INTAKE (2" NPT) 4 6 TYP CLEARANCE TO SLAB EDGE 5 3 HP HORIZONTAL PUMP 6 DISCHARGE ISOLATION VALVE 7 7 DISCHARGE (2" NPT) 3'-0" 11 364" 7 19 32" 10 364"24 1516" 19 78" 40 18"
37 78" LEGEND NOTES 2 1 1/2" = 1'-0" MASTER VALVE/FLOW SENSOR ASSEMBLY NOTES 1. MASTER VALVE SHALL BE IDENTIFIED BY 'MV' WITH CHRISTY'S STANDARD PLYURETHANE VALVE ID TAG OR APPROVED EQUAL, COLOR SHALL BE YELLOW, SINGLE SIDED. 2. FOR NON-POTABLE SYSTEMS, INCLUDE VALVE TAG STATING, 'WARNING: NON-POTABLE WATER, DO NOT DRINK' ON CHRISTY'S STANDARD POLYURETHANE VALVE ID TAG OR APPROVED EQUAL, COLOR SHALL BE PURPLE, SINGLE SIDED. ATTACH TO VALVE SOLENOID PIGTAIL WIRE. 3. VALVE BOX TO BE PURPLE FOR NON-POTABLE SYSTEMS. 4. FLOW SENSOR TO COMPATIBLE WITH CONTROLLER SPECIFICATION, WIRE RELAY AND COMMUNICATION TO CONTROLLER PER TYPE OF IRRIGATION SYSTEM (TWO-WIRE). ALL IDENTIFICATIONS TO BE SIMILAR TO MASTER VALVE BUT FOR FLOW SENSOR 'FS'. 1 23 4 5 6 8 7 9 10 11 1 MASTER CONTRIL VALVE AS SPECIFIED WATERPROOF WIRE CONNECTORS, ON 30" LOOPED WIRES 23 SCH 80 NIPPLES, VALVE INLET SIZE 4 FINISHED GRADE 5 SCHEDULE 80 NIPPLES, VALVE INLET SIZE 6 FLOW SENSOR AS SPECIFIED 10 X 15 RECTANGULAR BOXES WITH 6' EXTENSIONS AS INDICATED 7 CABLE TO CONTROLLER SENSOR TERMINAL BOARD, AS MFG. RECOMMEND 89 REDUCER AS REQUIRED 10 PVC MAIN LINE TO BACKFLOW DEVICE OR METER 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES, OVER 6X2X16 CONC. BLOCK CAPS, ONE EACH SIDE (TWO PER BOX) 11LEGEND 3 328406.23-10 1 1/2" = 1'-0" QUICK COUPLING VALVE IN BOX NOTES 1. PLACE ONE QUICK COUPLING VALVE EVERY 100' ALONG MAINLINE. 2. SUPPLY WITH 2 KEYS, QB44KAT10 OR APPROVED EQUAL, & MATCHING HOSE SWIVELS AS PART OF TURNOVER PACKAGE. 3. VALVE SHALL BE IDENTIFIED BY 'QVC' WITH CHRISTY'S STANDARD POLYURETHANE VALVE TAG OR APPROVED EQUAL, COLOR SHALL BE YELLOW, SINGLE SIDED. FOR NON-POTABLE IRRIGATION SYSTEMS, INCLUDE VALVE TAG 1 2 3 45678 9 10 11 1 2 STAINLESS STEEL CLAMPS 2 FINISHED GRADE 10" DIA. VALVE BOX. HEAD BRAND 'QVC' ON LID WITH 2" HIGH CHARACTERS. 3 FLUSH IN LAWN AREAS. 2" IN SHRUB AREAS 4 QUICK COUPLING VALVE AS SPECIFIED 56 GALV. NIPPLE LENGTH AS REQ. 6" DEEP LAYER OF 3/4" CRUSHED ROCK. 78 3" PVC SCHEDULE 80 NIPPLE 9 1/2" X 36" GALV STEEL PIPE 10 3 PVC SCH 80 ELLS 11 12" PVC SCHEDULE 80 NIPPLE STATING, 'WARNING: NON-POTABLE WATER, DO NOT DRINK' ON CHRISTY'S STANDARD POLYURETHAN VALVE ID TAG OR APPROVED EQUAL, COLOR SHALL BE PURPLE, SINGLE SIDED. LEGEND 7 328406.43-02 PVC MAINLINE. PIPE. 3/4" PVC LATERAL TYPICAL COMPRESSION FITTING. AIR RELIEF VALVE AT HIGH POINT, IF INDICATED. CENTER FEED EXAMPLE LATERAL FLOW PER 100 FT (GPM) END FEED EXAMPLE GRID PRECIPITATION RATES (IN/HR) MAXIMUM FLOW PER ZONE MAXIMUM LATERAL LENGTH (FEET) TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. DRIP VALVE / FILTER / REGULATOR. 12" POLYETHYLENE OR PVC HEADER. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED POLYGON SHAPED "C" SHAPED ODD SHAPED TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS 3" = 1'-0" 8 328413.56-13 1 1/2" = 1'-0" DRIP FLUSH VALVE SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA.1 2 34 5 6 1 10" DIAMETER VALVE BOX 2 COIL 24" TO 30" OD DRIP TUBING IN THE BOX 3 1/2" DRIP TUBING TO 3/4" FPT ADAPTER 4 3/4" PVC BALL VALVE WITH SHORT NIPPLE 5 1/2" DRIP TUBING 4" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. 6LEGEND 2" 9 328413.49-03 These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
904 FLYNN AVENUE
PRELIMINARY 1
IRRIGATION DETAILS L-3.3

Page 139 of 395 ends

RAINBIRD XCZ-100-PRBR DRIP CONTROL VALVE
1 RCV WITH UNION S.O.V. 1 1/2" = 1'-0"
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7 9
8 10 WATER PROOF WIRE CONNECTORS ON 18" LOOPED WIRES
1 20x14 JUMBO PLASTIC VALVE BOX AND COVER2 REMOTE CONTROL VALVE, ONE PER BOX.3 KBI BTU 'V' THREADED TRUE UNION BALL VALVE WITH SCHEDULE 80 NIPPLES.4 5 MAIN LINE WITH PVC TEE6 SCHEDULE 40 RISER7 TXS PVC 90 ELBOW 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP ALL SIDES 8 6X2X16 CONC. BLOCK CAPS, ONE EA. CORNER (4 TOTAL)
9 INCREASE LATERAL LINES AS PER PLANS 10
2 328406.13-04 3" = 1'-0" TURF ROTOR MARLEX ASSEMBLY
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5 1 FINISHED GRADE 24" CLEAR TO FENCE OR HARDSCAPE, WHERE APPLICABLE23 TURF ROTOR POP UP. MARLEX STREET ELLS, INLET SIZE DIAMETER4 SCHEDULE 80 PVC NIPPLE AS REQUIRED, SET AT 45 DEGREE ANGLE5LEGEND 3 328403.16-01 3" = 1'-0" TURF SPRAY MARLEX ASSEMBLY
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1 FINISHED GRADE2 24" CLEAR TO FENCE OR HARDSCAPE WHERE APPLICABLE3 TURF POP UP HEAD4 1/2" MARLEX STREET ELLS.5 SCHEDULE 80 PVC NIPPLE, SET AT 45 DEGREE ANGLE6 LATERAL LINE AND PVC TEE LEGEND 4 328403.13-01 3" = 1'-0" BUBBLER ON FLEX HOSE RISER
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9 1 ROOT BALL2 PVC SLIP-THREAD ADAPTER3 BUBBLE NOZZLE AS SPECIFIED4 3" ABOVE GRADE.5 WATER WELL AS PER PLANTING DETAIL.6 FINISHED GRADE 1/2" IPS FLEX HOSE WITH PVC FLEX GLUE AND PRIMER. LENGTH AS REQUIRED78 PVC SLIP-THREAD ADAPTER9 PCV LATERAL LINE. LEGEND NOTES -FOR EXISTING TREES- PLACE IN OUTER 25% OF CANOPY -BUBBLER SHALL BE PLACED AT EDGE OF ROOTBALL WHERE MULTIPLE BUBBLERS ARE SPECIFIED AT ONE PLANT, BUBBLERS SHALL BE PLACED EQUALLY APART FROM EACH OTHER AND FROM TRUNK OF PLANT -BUBBLER SHALL NOT BE PLACED HORIZONTALLY. BUBBLER TO BE PLACED VERTICALLY 12" BELOW GRADE
3" FOR EXISTING TREES
5 P-9-GAS-42
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2 6 DRIP LINE FOR SHRUBS & GROUND COVERS PER PLAN. 1
2 PVC LATERAL LINE FOR TREE BUBBLERS.3 DRIP LINE HEADER WITH NO EMITTERS.4 TREE ROOTBALL.5 TREE BUBBLER PER PLAN.6 TREE TRUNK. 1. DRIP LINES SHALL NOT CROSS OVER TREE WELLS. 2. TREE BUBBLERS TO BE PLACED AT OUTSIDE EDGE OF ROOTBALL UNLESS OTHERWISE NOTED. DRIP LINE INSTALLATION AROUND TREE ROOTBALL LEGEND NOTES 6 These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
904 FLYNN AVENUE

PRELIMINARY
1 IRRIGATION DETAILS L-3.4

Page 140 of 395 ends

FLYNN AVENUE KLASSEN STREET PHASE 2 PHASE 1
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H SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS QTY TREES CERCIS CANADENSIS `OKLAHOMA` OKLAHOMA REDBUD 24"BOX MODERATE 3 LAGERSTROEMIA INDICA X FAURIEI 'TUSCARORA' TUSCARORA CRAPE MYRTLE 24"BOX MODERATE 5 ULMUS PARVIFOLIA `TRUE GREEN` TRUE GREEN LACEBARK ELM 24"BOX MODERATE 26 SHRUBS ANIGOZANTHOS FLAVIDUS `BIG RED` RED KANGAROO PAW 1 GAL LOW 97 BOUTELOUA GRACILIS `BLONDE AMBITION` BLUE GRAMA 1 GAL LOW 108 CHONDROPETALUM TECTORUM CAPE RUSH 5 GAL LOW 226 DODONAEA VISCOSA 'GREEN' GREEN HOPSEED BUSH 5 GAL LOW 101 HESPERALOE PARVIFLORA RED YUCCA 1 GAL LOW 27 LIGUSTRUM JAPONICUM 'TEXANUM' TEXAS JAPANESE PRIVET 5 GAL LOW 10 LOMANDRA LONGIFOLIA `BREEZE` DWARF MAT RUSH 1 GAL LOW 161 MUHLENBERGIA CAPILLARIS `REGAL MIST` TM MUHLY 1 GAL LOW 186 RIBES SPECIOSUM FUCHSIA FLOWERING GOOSEBERRY 5 GAL 1 SALVIA X 'ALLEN CHICKERING' ALLEN CHICKERING SAGE 5 GAL LOW 9 WESTRINGIA FRUTICOSA `WYNABBIE GEM` WYNABBIE GEM COAST ROSEMARY 5 GAL LOW 25 WESTRINGIA FRUTICOSA 'NFL25' MUNDI™ COAST ROSEMARY 1 GAL LOW 34 SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS SPACING QTY GROUND COVERS CYNODON DACTYLON BERMUDA GRASS SEED HIGH 61,834 SF JUNCUS PATENS `ELK BLUE` SPREADING RUSH 1 GAL LOW 24" o.c. 6,462 JUNIPERUS CONFERTA 'BLUE PACIFIC' BLUE PACIFIC SHORE JUNIPER 5 GAL LOW 60" o.c. 118 LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA FLAT LOW 48" o.c. 32 LANTANA MONTEVIDENSIS `SUNBURST` TRAILING LANTANA 1 GAL LOW 48" o.c. 130 ROSMARINUS OFFICINALIS `HUNTINGTON CARPET` HUNTINGTON CARPET ROSEMARY 1 GAL@ LOW 36" o.c. 56 AB
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DHLJLMRSSWWF PLANT SCHEDULE PHASE 1 These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
904 FLYNN AVENUE

PRELIMINARY
1 PLANTING PLAN L-4.0 N O R T H MATCHLINE - SEE SHEET L-4.1 0SCALE: 20 40 60 feet 1" = 20'

Page 141 of 395 ends

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H SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS QTY TREES LAGERSTROEMIA INDICA X FAURIEI 'TUSCARORA' TUSCARORA CRAPE MYRTLE 24"BOX MODERATE 1 ULMUS PARVIFOLIA `TRUE GREEN` TRUE GREEN LACEBARK ELM 24"BOX MODERATE 15 SHRUBS ANIGOZANTHOS FLAVIDUS `BIG RED` RED KANGAROO PAW 1 GAL LOW 3 BOUTELOUA GRACILIS `BLONDE AMBITION` BLUE GRAMA 1 GAL LOW 30 CHONDROPETALUM TECTORUM CAPE RUSH 5 GAL LOW 51 HESPERALOE PARVIFLORA RED YUCCA 1 GAL LOW 22 LOMANDRA LONGIFOLIA `BREEZE` DWARF MAT RUSH 1 GAL LOW 222 SALVIA X 'ALLEN CHICKERING' ALLEN CHICKERING SAGE 5 GAL LOW 32 WESTRINGIA FRUTICOSA 'NFL25' MUNDI™ COAST ROSEMARY 1 GAL LOW 57 SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS SPACING QTY GROUND COVERS CYNODON DACTYLON BERMUDA GRASS SEED HIGH 77,119 SF JUNIPERUS CONFERTA 'BLUE PACIFIC' BLUE PACIFIC SHORE JUNIPER 5 GAL LOW 60" o.c. 60 LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA FLAT LOW 48" o.c. 49 LANTANA MONTEVIDENSIS `SUNBURST` TRAILING LANTANA 1 GAL LOW 48" o.c. 198 ROSMARINUS OFFICINALIS `HUNTINGTON CARPET` HUNTINGTON CARPET ROSEMARY 1 GAL@ LOW 36" o.c. 158 AB
C
H
LSWF PLANT SCHEDULE PHASE 2 SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS QTY TREES CERCIS CANADENSIS `OKLAHOMA` OKLAHOMA REDBUD 24"BOX MODERATE 3 LAGERSTROEMIA INDICA X FAURIEI 'TUSCARORA' TUSCARORA CRAPE MYRTLE 24"BOX MODERATE 5 ULMUS PARVIFOLIA `TRUE GREEN` TRUE GREEN LACEBARK ELM 24"BOX MODERATE 26 SHRUBS ANIGOZANTHOS FLAVIDUS `BIG RED` RED KANGAROO PAW 1 GAL LOW 97 BOUTELOUA GRACILIS `BLONDE AMBITION` BLUE GRAMA 1 GAL LOW 108 CHONDROPETALUM TECTORUM CAPE RUSH 5 GAL LOW 226 DODONAEA VISCOSA 'GREEN' GREEN HOPSEED BUSH 5 GAL LOW 101 HESPERALOE PARVIFLORA RED YUCCA 1 GAL LOW 27 LIGUSTRUM JAPONICUM 'TEXANUM' TEXAS JAPANESE PRIVET 5 GAL LOW 10 LOMANDRA LONGIFOLIA `BREEZE` DWARF MAT RUSH 1 GAL LOW 161 MUHLENBERGIA CAPILLARIS `REGAL MIST` TM MUHLY 1 GAL LOW 186 RIBES SPECIOSUM FUCHSIA FLOWERING GOOSEBERRY 5 GAL 1 SALVIA X 'ALLEN CHICKERING' ALLEN CHICKERING SAGE 5 GAL LOW 9 WESTRINGIA FRUTICOSA `WYNABBIE GEM` WYNABBIE GEM COAST ROSEMARY 5 GAL LOW 25 WESTRINGIA FRUTICOSA 'NFL25' MUNDI™ COAST ROSEMARY 1 GAL LOW 34 SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS SPACING QTY GROUND COVERS CYNODON DACTYLON BERMUDA GRASS SEED HIGH 61,834 SF JUNCUS PATENS `ELK BLUE` SPREADING RUSH 1 GAL LOW 24" o.c. 6,462 JUNIPERUS CONFERTA 'BLUE PACIFIC' BLUE PACIFIC SHORE JUNIPER 5 GAL LOW 60" o.c. 118 LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA FLAT LOW 48" o.c. 32 LANTANA MONTEVIDENSIS `SUNBURST` TRAILING LANTANA 1 GAL LOW 48" o.c. 130 ROSMARINUS OFFICINALIS `HUNTINGTON CARPET` HUNTINGTON CARPET ROSEMARY 1 GAL@ LOW 36" o.c. 56 AB
C
DHLJLMRSSWWF PLANT SCHEDULE PHASE 1 These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
904 FLYNN AVENUE

PRELIMINARY
1 PLANTING PLAN L-4.1 N O R T H
0SCALE: 20 40 60 feet 1" = 20' MATCHLINE - SEE SHEET L-4.0 PLANTING NOTES 1. THE PLANTING PLAN IS DIAGRAMMATIC AND SHALL BE USED AS A GUIDE FOR SETTING OUT PLANTS. PRIOR TO PLANTING, THE LANDSCAPE ARCHITECT SHALL BE CONTACTED TO APPROVE ALL PLANT LOCATIONS AND DIRECT ADJUSTMENTS. 2. PLANT MATERIALS SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEALTH. ALL PLANTS ARE SUBJECT TO REJECTION BY THE LANDSCAPE ARCHITECT IF SUBSTANDARD IN SIZE, QUALITY AND HEALTH. PROVIDE WATERPROOF SPECIES IDENTIFICATION TAGS ON ONE PLANT PER SPECIES PER GROUPING. 3. PLANT COUNTS ARE FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON THE PLAN. 4. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS THOROUGHLY SOAKED PRIOR TO PLANTING. 5. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM ALL BUILDINGS AND FINISH GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION. FINISH GRADE OF PLANTING AREAS SHALL BE 2" BELOW FINISH SURFACE OF PAVING AND A MINIMUM OF 8" BELOW BUILDING STUCCO SCREED. 6. LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION, TRASH, CLIPPINGS, ROCK AND OTHER DEBRIS IN PLANTING AREAS. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS. 7. PLANTING PITS SHALL BE PER PLANTING DETAILS. 8. PLANTING PITS AND PLANTERS SHALL BE BACKFILLED PER SOIL TEST REPORT FOR PLANTING. CONTRACTOR SHALL PROVIDE RESULTS OF AN AGRONOMIC SOILS TEST TO THE OWNER. CONTRACTOR SHALL ADD AMENDMENTS TO THE PLANTING AREAS PER SOILS TESTING RECOMMENDATIONS. 9. STAKE 15 GALLON AND LARGER TREES PER DETAILS. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE STABILITY DURING LENGTH OF THE GUARANTEE PERIOD. 10. VERIFY TREE PIT DRAINAGE WITH 24 HOUR WATER FILL TEST PRIOR TO PLANTING. ALL BOXED TREES NOT DRAINING ARE TO HAVE A 4" DIAMETER AUGER HOLE DRILLED THROUGH ANY HARDPAN OR COMPACTED EARTH AS REQUIRED TO PROVIDE DRAINAGE IN 24 HOUR PERIOD. 11. POST PLANTING FERTILIZATION SHALL BE PERFORMED BY CONTRACTOR AT 30, 60, & 90 DAYS AFTER PLANTING. 12. PLANTS SHALL NOT BE PLACED WITHIN 12" OF SPRINKLER HEADS. 13. SHRUBS AND TREES SHALL BE UNDERPLANTED WITH GROUND COVER AS SHOWN BY ADJACENT SYMBOL. 14. GROUNDCOVER SHALL BE PLANTED USING TRIANGULAR SPACING AS NOTED IN DETAIL UNLESS OTHERWISE NOTED. 15. PROVIDE 3" LAYER OF "WALK-ON BARK" FOR ALL NON-TURF PLANTING AREAS WITH SLOPES LESS STEEP THAN 3:1. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT. BARK TO BE SHREDDED BARK MULCH. 16. VINES SHALL BE SECURED TO ADJACENT FENCES, POSTS OR WALLS USING VINE TIES, UNLESS SHOWN ON TRELLIS. 17. LOCATION OF TREES SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL JURISDICTION WITH REGARD TO SETBACKS FROM UTILITIES, STREET SIGNAGE AND RIGHT-OF-WAYS. IF TREES ON PLANS ARE IN VIOLATION OF SUCH CODES, CONTRACTOR SHALL INFORM LANDSCAPE ARCHITECT PRIOR TO INSTALLING TREES. 18. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF NINETY (90) DAYS AFTER FINAL ACCEPTANCE OF THE LANDSCAPE INSTALLATION. ALL AREAS SHALL BE KEPT CLEAN, WATERED AND WEED-FREE. ALL DEAD OR DYING PLANTS THAT ARE WATERED SHALL BE REPLACED WITHIN TWO (2) WEEKS. CONTRACTOR SHALL NOTIFY OWNER IN WRITING WHEN CONTRACTOR IS BEGINNING THE MAINTENANCE PERIOD AND WHAT DATE WILL TERMINATE THE MAINTENANCE PERIOD. 19. CONTRACTOR SHALL GUARANTEE PLANT LONGEVITY AS FOLLOWS: TREES - ONE YEAR; SHRUBS AND GROUNDCOVER - THREE MONTHS. IF MAINTENANCE PERIOD ENDS DURING PERIOD OF PLANT DORMANCY, CONTRACTOR SHALL REPLACE ANY PLANTS THAT DO NOT GROW BACK DURING THE NEXT PLANTING SEASON. 20. WHERE TREE TRUNKS ARE WITHIN 6' OF CURBS, WALLS, SIDEWALKS OR OTHER HARDSCAPE, CONTRACTOR SHALL INSTALL ROOT BARRIER BY 'BIO-BARRIER'. ROOT BARRIERS ARE TO BE LINEAR (36" DEEP MINIMUM) WITH A MINIMUM LENGTH OF 10 FEET PER TREE. LOCATE THE BARRIER AT THE PERIMETER EDGE OF THE PLANTER CENTERED ON THE TREE. 21. CONTRACTOR SHALL PROVIDE THE OWNER WITH AS-BUILT PLANS OF IRRIGATION CLEARLY INDICATING LOCATION OF ALL VALVES, MAINLINES AND MODIFICATIONS TO HEAD LAYOUT. 22. PROVIDE JUTE NETTING TO ALL SLOPES OF 3:1 OR GREATER. 23. PRIOR TO PLANTING, CONTRACTOR SHALL REMOVE ALL WEEDS WITH SYSTEMIC HERBICIDE (ROUND-UP) AND APPLY A PRE-EMERGENT HERBICIDE AFTER PLANTING.

Page 142 of 395 ends

SYMBOL DESCRIPTION QTY HIGH WATER USE LAWN WITH TURF ROTARY NOZZLES 86,444 SF HIGH WATER USE LAWN AREA WITH ROTORS 77,705 SF LOW WATER USE SHRUBS & GROUND COVERS WITH DRIP 34,704 SF IRRIGATION MODERATE WATER USE TREES WITH BUBBLERS 1,414 SF H-01 H-02 H-03 H-04 HYDROZONES SCHEDULE FLYNN AVENUE KLASSEN STREET SUNNY LANE PHASE 2 PHASE 1
24 24
18 18
18 18 18 18 18 18 24 24
ADA
Ramp

COPY ME
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
904 FLYNN AVENUE

PRELIMINARY
1 HYDROZONE PLAN L-5.0 N O R T H
0SCALE: 20 40 60 feet 1" = 20'

Page 143 of 395 ends

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS N KERN
46 33 5
58 33
119
166
58 395
58 14
14 N
178
178
99 65
99 223
184 N Ó

WARNING

POWERLINES

OVERHEAD
Know what'sbelow. Callbefore you dig. R 7/1/2024

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Ó ” “ ” 7/1/2024

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CITY OF SHAFTER
D.N. 0210122846

JESUS GARCIA
D.N. 221168328

JIM EBLING
D.N. 219150250

MARIA CASTRO
D.N. 0203075858
64008
Ó
Know what'sbelow. Callbefore you dig.

R
N

MATCHLINE
SEE SHEET C-2.1
7/1/2024

Page 146 of 395 ends

CITY OF SHAFTER D.N. 220002551

CESAR CASTRO
BK 5267 PG 1269

JOSE CHAVEZ
D.N. 0212190369

CITY OF SHAFTER
D.N. 220002551
64007
Ó
Know what'sbelow. Callbefore you dig.

R
N

MATCHLINE
SEE SHEET C-2.0
7/1/2024

Page 147 of 395 ends

64007
Know what'sbelow.

Callbefore you dig.

R
N

MATCHLINE
SEE SHEET C-3.1 SUNNY LANE

Page 148 of 395 ends

64008
18 18
18 18
18 24 24 ADA Ramp

COPY ME EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY NO PARKING Know what'sbelow.

Callbefore you dig. R MATCHLINE 1
SEE SHEET C-3.1 N KLASSEN STREET

Page 149 of 395 ends

Ó
Know what'sbelow. Callbefore you dig.

R 7/1/2024

Page 150 of 395 ends

18 18
18 18
18 24 24 ADA Ramp
COPY ME EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY NO PARKING Ó Know what'sbelow. Callbefore you dig. R N KLASSEN STREET 7/1/2024

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Ó 7/1/2024

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Ó 7/1/2024

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NOS ID TT DAV OCS. C
E17850

L CA CT RI LE E
R
E
E
IN GNE

L NA ROFESSIO P DERET IS GE
R

IA NR FO OF CAL I ETATS
Hardin-Davidson
356 Pollasky Ave., Suite 200
Clovis, CA 93612
559.323.4995 tel
www.hardin-davidson.com
Engineering
These designs, drawings and specifications
are the property and copyright of theelectrical engineer and shall not be used inconnection with any other work except byagreement with the electrical engineer.

There shall be no changes or deviationwithout the consent of the electrical engineer. Written dimensions shall be
verified on the job site. Any discrepancy
shall be brought to the notice of theelectrical engineer prior to thecommencement of any work.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
904 FLYNN AVENUE

ELECTRICAL

SYMBOLS, NOTES,

AND DETAILS
E1.1

Page 154 of 395 ends

NOS ID
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OCS. C
E17850
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CA
CT
RI
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L
NA

ROFESSIO
P

DERET IS GER
IA NR
FO

OF CAL I
ETATS
Hardin-Davidson
356 Pollasky Ave., Suite 200
Clovis, CA 93612
559.323.4995 tel
www.hardin-davidson.com
Engineering
These designs, drawings and specifications
are the property and copyright of theelectrical engineer and shall not be used inconnection with any other work except byagreement with the electrical engineer.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
904 FLYNN AVENUE

ELECTRICAL

SYMBOLS, NOTES,

AND DETAILS
E1.2
M

Page 155 of 395 ends

BASKETBALL
LIGHTS

1. LIGHTING CONTROL PANEL 'LCP'. PROVIDE HANDLE TIE FOR EACH PAIR OF RELAYS.

ACUITY #ARP INTENC16 NLT 16FCR MVOLT HLK SM DTC

2. ACUIT nLIGHT DRY CONTACT INPUT DEVICE. PROVIDE JUNCTION BOXES AS REQUIRED FOR DEVICES AND CONNECTION OF FIELD WIRING. LABEL nIO DEVICE AS TO WHICH SPORTS LIGHTING INPUT STATION IS CONNECTED.

ACUITY #nIO 1S KO LT

3. REMOTE MOUNTED MOMENTARY CONTACT PUSH BUTTON. POLARA ENGINEERING #RBDSP-011-B-2H. WIRE PER MANUFACTURER'S INSTRUCTIONS.

4. SEE SITE PLAN, SHEET E2.1 FOR CONDUIT AND CONDUCTORS.

5. CAT5e CABLE FOR nLIGHT WIRED NETWORKING.6. LIGHTING FIXTURES PER PLANS AND SCHEDULE.

THE CONTROL PANEL SHALL PROVIDE THE FOLLOWING FUNCTIONS:

1. ASTRONOMICAL TIME CLOCK CONTROL FOR SITE PARKING, PATHWAY AND SHELTER LIGHTING. COORDINATE TIME SCHEDULE WITH THE CITY OF SHAFTER REPRESENTATIVE.

2. SPORTS LIGHTING SHALL BE ENABLED BASED ON TIME SCHEDULE AS DICTATED BY THE CITY OF SHAFTER. DURING THE ALLOWED TIME, A PRESS OF THE PUSH BUTTON AT THESPORTS LIGHTING POLE SHALL ENABLE A RUNNING 1 HOUR TIMER. 5 MINUTES PRIOR TO THE END OF THE 1 HOUR TIMER, THE LIGHTS SHALL BLINK AND ALLOW FORADDITIONAL OF ONE HOUR. ADDITIONAL BUTTON PRESSED SHALL NOT ADD TIME, NORTURN OFF THE LIGHTS. UPON EXPIRATION OF THE TIMER, THE LIGHTS SHALL TURN OFF.

L
SKATE
LIGHTS
L
PH 1
SOUTH
PATH
LTS
L
PH 2
PATH
LTS
L
SHLTR.

LTS
NOS ID TT DAV OCS. C
E17850

L CA CT RI LE E
R
E
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IN GNE

L NA ROFESSIO P DERET IS GE
R

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
904 FLYNN AVENUE

ELECTRICAL

AND DETAILS
E1.3
L
PH 1
NORTH
PATH
LTS
L

PARKING
LOT
LTS
L
SOUTH

PICKLEBALL
LIGHTS
PB1
(N.O.)

BASKETBALL

REQUEST
PB2
(N.O.)
SKATE

REQUEST
PB3
(N.O.)
SOUTH

PICKLEBALL

REQUEST

LIGHTING

CONTROL
PANEL
'LCP'
R1R2R3R4R5R6R7R8
P1-2/4P1-6/8P1-6/8
P1-10/12
R9
R10
P1-10/12
R11R12
L
NORTH

PICKLEBALL
LIGHTS
PB4
(N.O.)
NORTH

PICKLEBALL

REQUEST
R13R14R15R16
RACK MOUNTING POINT.
3/8"Ø (MIN. 2-1/2" EMBEDMENT), HILTI'KB-TZ2' ANCHOR AT EACH CORNER.

ICC-ESR-4266. TORQUE TO 30 FT. LBS.
(TYP. OF 4)NOTE:

WEDGE ANCHORS SHALL BE TESTED

PER MANUFACTURER'S RECOMMENDED
INSTALLATION TORQUE PER CBC1910A.5.
3/16" x 2" SQ. WASHER 3/16
MAXIMUM OPERATING WEIGHT WITHEQUIPMENT = 1000 LBS.

CPI #55053-703 POST RACK
P1-2/4

Page 156 of 395 ends

S
(344) (344) (SS)
(SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (4'' W) S
(SS) (2'' G) 4'' W
FLYNN AVENUE KLASSEN STREET PHASE 2 PHASE 1
24 24
18 18
18 18 18 18 18 18 24 24 ADA
Ramp

COPY ME

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EV CHARGING
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NOS ID
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OF
CAL I ETATS Hardin-Davidson 356 Pollasky Ave., Suite 200 Clovis, CA 93612 559.323.4995 tel www.hardin-davidson.com Engineering These designs, drawings and specifications are the property and copyright of the electrical engineer and shall not be used in connection with any other work except by agreement with the electrical engineer. There shall be no changes or deviation without the consent of the electrical engineer. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the electrical engineer prior to the commencement of any work. NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
904 FLYNN AVENUE ELECTRICAL SITE PLAN - PHASE 1 N O R T H

ELECTRICAL SITE PLAN -
PHASE 1 E2.1
0SCALE: 20 40 60 feet 1" = 20'

Page 157 of 395 ends

S [ ] [ ] [ ]
(344)
(344)
(345)
(SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS)
(SS) (SS) SUNNY LANE PHASE 2 PHASE 1

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ELECTRICAL SITE PLAN -
PHASE 2
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COMMUNITY PARK
SHAFTER, CA 93263
904 FLYNN AVENUE E2.2 ELECTRICAL SITE PLAN - PHASE 2
0SCALE: 20 40 60 feet 1" = 20' N O R T H

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1.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.4 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.7 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 18.4 23.2 22.9 22.2 23.6 23.0 19.3 19.2 22.6 23.9 19.9 22.3 22.6 17.6 28.1 27.2 31.7 42.5 31.7 23.3 21.0 19.9 22.1 32.5 37.8 27.8 26.9 27.2 36.3 28.5 32.1 41.1 32.7 21.5 19.1 19.1 22.4 34.9 38.7 27.2 28.2 36.1 34.9 28.7 30.8 42.2 32.9 21.0 18.7 18.9 22.4 35.2 39.7 27.3 28.3 34.9 25.1 26.9 30.7 36.2 30.7 22.4 20.2 20.5 23.3 31.8 34.3 28.1 26.1 24.5 2.3 2.9 3.3 3.9 4.6 5.5 6.1 6.1 6.0 5.1 4.3 3.7 3.3 2.5 3.1 3.7 4.4 5.2 6.1 6.6 6.8 6.4 5.8 4.9 4.1 3.6 2.6 3.2 3.9 4.6 5.3 6.0 6.7 6.9 6.5 5.7 5.0 4.3 3.7 2.6 3.3 4.0 4.8 5.5 6.3 6.8 6.8 6.5 5.9 5.1 4.5 3.8 2.6 3.3 4.0 4.8 5.6 6.4 6.8 6.9 6.5 5.8 5.1 4.4 3.7 2.6 3.2 3.8 4.6 5.7 6.6 7.0 7.0 6.4 5.7 4.9 4.2 3.7 2.5 3.0 3.6 4.4 5.7 7.1 7.3 6.9 6.4 5.7 4.7 4.0 3.5 2.2 2.7 3.2 3.9 5.0 6.8 7.3 6.2 5.8 4.9 4.1 3.5 3.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FLYNN AVENUE KLASSEN STREET PHASE 2 PHASE 1 24 24
18 18
18 18 18 18 18 18 24 24 ADA Ramp COPY ME
EV EV EV EV EV C NOS ID T DAV OCS. C E17850 L CA CT RI LE E REE IN GNE L NA ROFESSIO P DERET IS GER IA NR FO OF CAL I ETATS Hardin-Davidson 356 Pollasky Ave., Suite 200 Clovis, CA 93612 559.323.4995 tel www.hardin-davidson.com Engineering These designs, drawings and specifications are the property and copyright of the electrical engineer and shall not be used in connection with any other work except by agreement with the electrical engineer. There shall be no changes or deviation without the consent of the electrical engineer. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the electrical engineer prior to the commencement of any work. NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
904 FLYNN AVENUE PHOTOMETRIC SITE PLAN - PHASE 1 N O R T H E2.3 0SCALE: 20 40 60 feet 1" = 20'

PHOTOMETRIC SITE PLAN
- PHASE 1 VALUES REPRESENT FOOT CANDLES

Page 159 of 395 ends

0.7 0.7 0.7 0.6 0.6 0.7 0.8 1.3 7.1 1.3 1.1 1.1 1.1 1.1 1.2 1.2 1.3 3.2 2.1 1.2 1.2 1.2 1.4 1.5 1.4 0.8 0.5 0.3 0.2 0.2 0.1 1.1 1.0 0.8 0.8 0.8 0.8 1.0 1.4 2.1 1.5 1.4 1.5 1.5 1.6 1.6 1.6 1.7 2.3 2.0 1.5 1.4 1.5 1.6 1.9 2.6 2.1 1.0 0.4 0.2 0.2 0.2 1.5 1.3 1.1 1.0 1.0 1.0 1.2 1.5 1.8 1.9 1.9 2.0 2.2 2.2 2.1 2.1 2.2 2.2 2.1 1.9 1.9 1.8 1.7 1.7 2.1 2.5 1.6 1.2 0.4 0.3 0.2 2.0 1.6 1.2 1.1 1.2 1.3 1.6 2.2 2.8 3.0 3.0 3.1 3.4 3.4 3.2 3.2 3.4 3.4 3.1 2.9 2.9 2.8 2.3 2.0 2.0 2.3 3.1 1.5 1.0 0.4 0.3 2.4 1.9 1.5 1.4 1.6 2.1 2.7 3.4 4.3 4.9 5.1 5.3 5.7 5.8 5.4 5.4 5.5 5.5 5.1 4.8 4.7 4.3 3.4 2.7 2.4 2.3 2.2 2.3 1.8 0.7 0.4 2.7 2.1 1.8 2.0 2.8 4.4 6.5 8.3 10.5 12.4 13.3 14.0 14.3 14.4 14.2 14.0 13.9 13.8 13.4 12.9 12.0 10.4 8.2 6.4 4.5 3.0 2.3 2.0 2.2 1.1 0.5 2.8 2.3 2.5 2.8 4.5 7.9 12.9 12.9 7.8 4.3 2.4 1.6 1.5 1.1 0.6 2.8 2.5 12.2 3.8 6.1 10.3 16.8 17.0 10.2 5.7 2.7 1.4 1.1 0.9 0.6 2.7 2.3 2.6 3.9 7.3 11.9 18.9 18.9 11.7 6.8 3.1 1.3 0.9 0.8 0.5 4.0 2.4 2.6 4.4 8.3 13.4 20.3 20.3 13.1 7.7 3.6 1.3 0.9 0.9 0.5 9.1 3.4 3.1 4.9 8.7 14.1 21.4 21.3 13.8 8.0 3.8 1.4 1.6 7.0 0.5 14.4 5.1 3.8 5.2 8.7 13.8 20.8 20.7 13.5 7.9 3.6 1.3 0.8 0.7 0.4 17.4 5.7 4.3 5.0 8.0 12.7 19.6 19.5 12.2 7.1 3.3 1.2 0.6 0.4 0.3 16.9 5.6 4.0 4.4 6.9 11.1 17.7 17.4 10.6 6.0 2.6 1.0 0.6 0.4 0.3 13.1 4.6 3.3 3.6 5.4 9.3 15.1 14.9 8.8 4.6 2.1 0.9 0.5 0.3 0.2 7.1 2.9 2.4 2.7 3.7 5.8 8.9 11.9 14.7 17.0 18.6 19.2 19.0 18.8 19.1 19.0 18.9 19.0 19.3 18.8 17.2 14.7 11.9 8.7 5.4 2.9 1.5 0.7 0.4 0.2 0.2 2.9 2.0 3.4 2.6 2.2 2.9 3.8 4.8 6.1 6.9 7.0 7.4 7.8 7.7 7.4 7.4 7.7 7.8 7.3 7.1 6.9 6.0 4.6 3.5 2.4 1.5 0.9 0.5 0.3 0.2 0.2 1.8 1.6 2.2 1.9 1.5 1.6 1.9 2.6 3.2 3.4 3.3 3.5 3.9 3.9 3.5 3.5 3.9 3.9 3.4 3.3 3.3 3.0 2.3 1.5 1.1 0.9 0.6 0.4 0.3 0.2 0.2 1.3 1.2 1.2 1.2 1.2 1.2 1.4 1.9 2.5 2.4 2.3 2.4 2.5 2.5 2.4 2.4 2.5 2.5 2.3 2.2 2.1 2.0 1.6 1.1 0.8 0.6 0.5 0.8 0.8 0.3 0.2 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.6 9.8 1.9 1.6 1.6 1.7 1.7 1.7 1.7 1.7 1.7 2.0 1.7 1.4 1.3 1.1 0.8 0.6 0.5 0.5 1.7 2.4 0.3 0.1 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.1 1.4 1.3 1.2 1.2 1.2 1.2 1.3 1.3 1.2 1.4 9.7 1.9 1.1 0.9 0.8 0.6 0.5 0.4 0.4 0.4 0.4 0.2 0.1 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.4 10.0 0.5 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.7 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.1 5.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.1 0.2 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 10.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.3 1.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 2.2 2.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 17.2 20.0 23.5 27.9 29.2 27.1 27.1 29.3 29.5 27.0 26.7 28.4 27.7 23.4 19.8 17.0 23.4 28.1 32.4 37.5 39.2 37.7 37.8 39.7 39.8 37.5 37.3 38.9 37.7 32.6 28.0 23.4 27.7 35.6 40.4 43.5 45.3 46.4 46.6 46.1 46.2 46.8 46.7 45.5 43.7 40.5 35.7 27.8 29.1 37.6 43.0 45.7 47.9 49.9 50.1 48.9 49.0 50.5 50.5 48.6 46.2 43.3 37.9 29.3 30.1 38.4 44.1 47.4 49.7 51.3 51.5 50.8 50.9 51.9 52.0 50.5 48.1 44.7 38.7 30.3 29.5 38.1 43.6 46.3 48.6 50.7 50.9 49.5 49.6 51.3 51.5 49.6 47.2 44.2 38.5 29.8 28.7 36.8 41.8 44.6 46.5 48.0 48.1 47.2 47.4 48.6 48.8 47.5 45.4 42.4 37.1 28.8 25.3 31.4 36.0 39.9 41.2 40.7 40.9 41.6 41.6 41.1 41.2 41.9 40.5 36.4 31.7 25.4 20.0 23.0 27.1 32.5 33.4 30.7 30.6 33.4 33.8 31.0 31.0 33.6 32.9 27.5 23.2 20.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.3 0.2 0.1 0.1 0.4 0.2 0.1 0.1 0.4 0.2 0.2 0.1 0.3 0.2 0.2 0.1 0.3 0.2 0.2 0.1 0.3 0.2 0.2 0.1 0.3 0.2 0.1 0.1 0.2 0.2 0.1 0.1 0.2 0.2 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SUNNY LANE PHASE 2 PHASE 1 NOS ID T DAV OCS. C E17850 L CA CT RI LE E REE IN GNE L NA ROFESSIO P DERET IS GER IA NR FO OF CAL I ETATS Hardin-Davidson 356 Pollasky Ave., Suite 200 Clovis, CA 93612 559.323.4995 tel www.hardin-davidson.com Engineering These designs, drawings and specifications are the property and copyright of the electrical engineer and shall not be used in connection with any other work except by agreement with the electrical engineer. There shall be no changes or deviation without the consent of the electrical engineer. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the electrical engineer prior to the commencement of any work. NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
904 FLYNN AVENUE PHOTOMETRIC SITE PLAN - PHASE 2 N O R T H E2.4 0SCALE: 20 40 60 feet 1" = 20'

PHOTOMETRIC SITE PLAN
- PHASE 2 VALUES REPRESENT FOOT CANDLES

Page 160 of 395 ends

NOS ID TT DAV OCS. C
E17850

L CA CT RI LE E
R
E
E
IN GNE

L NA ROFESSIO P DERET IS GE
R

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
904 FLYNN AVENUE
ENERGY

COMPLIANCE

DOCUMENTS
E3.1

Page 161 of 395 ends

NOS ID TT DAV OCS. C
E17850

L CA CT RI LE E
R
E
E
IN GNE

L NA ROFESSIO P DERET IS GE
R

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
904 FLYNN AVENUE
ENERGY

COMPLIANCE

DOCUMENTS
E3.2

Page 162 of 395 ends

PHASE 2 PHASE 1 PC-2496-SL
MERRY-GO-ROUND 2.7M MINIMUM USE ZONE 6FT 1.8M CLEARANCE ZONE PC-2496-SL

MERRY-GO-ROUND
PC 1390 DUAL FIRE
TRUCK

1.8M

MINIMUM

USE ZONE
PC 1390 DUAL FIRE
TRUCK
6FT MINIMUM

USE ZONE
24 24 PC 1920 SPRING SEESAW 1.8M MINIMUM USE ZONE PC 1920 SPRING SEESAW 6FT MINIMUM USE ZONE PC 2015 DISC SWING PC 2436-F

FIXED MOUNT WIGGLE BEAM
6FT MINIMUM

ZONE USE
PC 2436-F

FIXED MOUNT WIGGLE BEAM

1.8M

MINIMUM

ZONE USE
18 18
18 PC 1906

THUNDER
WEDGE 6 FT MINIMUM USE ZONE 1.8M PC 1906 THUNDER WEDGE
PC 1306 AGE

APPROPRIATE
SIGN

APPROPRIATE
PC 1307 AGE
SIGN
UP164SM
CARDIO
WALKER UP189 MULTIGYM
18 18
18 18 18 UP168S
SIT-UP
BACK
EXTENSION UP170S LEG PRESS PC 2550 Parallel Bars 6FT MINIMUM USE ZONE 1.8M 1.8M MINIMUM USE ZONE PC 2545 VERTICAL CLIMBING LADDER 6FT MINIMUM USE ZONE 24 24 PC-2576 ACHILLES & HAMSTRING STRETCH 6 FT MINIMUM USE ZONE 1.8M PC 2535 PUSH-UP STATION 1.8M MINIMUM USE ZONE PC 2535 PUSH-UP STATION 6FT MINIMUM USE ZONE PC 2510-R35 CHINNING BAR
SINGLE

1.8M

MINIMUM
USE
ZONE
6FT
BELT SEAT PC 313010 BELT SEAT PC 313010 BELT SEAT PC 313010 BELT SEAT PC 313010 PC 131510 SWING SEAT PLAYSHARE PLAYSHARE PC 131510-AA
FRIENDS SWING SEAT BELT SEAT PC 313010 BELT SEAT PC 313010 ADA Ramp

COPY ME

N KLASSEN STREET
WAGNER STREET NORTH SHAFTER PARK SPRAY GROUND CONSTRUCTION PLANS 30' 15' 0 30' 60'
N PROJECT SITE VICINITY MAP PROJECT CONTACTS OWNER: MICHAEL JAMES CITY OF SHAFTER 336 PACIFIC AVENUE SHAFTER, CA 93263 PHONE: FAX: LANDSCAPE ARCHITECT: WYNN-SMITH LANDSCAPE ARCHITECTURE, INC. 13319 POWAY ROAD SUITE 150 POWAY, CA 92064 PHONE: 858-513-0030 SPLASH PAD ENGINEER: CALIFORNIA WATERS 23311 E. LA PALMA AVE. YORBA LINDA, CA 92887 T: (949) 528-0900 X114 CONTACT: KEITH DESJARLAIS EMAIL: [email protected] EQUIPMENT AREA (SEE SHEET SP500) SPLASH PAD (SEE SHEET SP200) SURGE TANK (SEE SHEET SP502) RESTROOM AND DRINKING FOUNTAINS ANCILLARY FACILITY NOTE : PUBLIC TOILET FACILITIES MAY BE OMMITTED WHEN THERE IS ACCESS TO FACILITIES LOCATED IN ADJACENT LIVING FACILITIES NOT MORE THAN 300 FT AWAY OR IN AN ADJACENT BUILDING SUCH AS A RECREATION CENTER. W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-1.00.dwg Xrefs: SP100 and SP102 base.dwg; Splashpad Base.dwg; 24 x 36 caw tb.dwg; Z-SITE PLAN.dwg; 230037-BASE-RELEASED_update 2023-04-13.dwg; 2023-08-31 NorthShafterCA_2D.dwg; ACAD-230037-TO-RELEASE-Model.dwg; Mechanical Sections.dwg; surge tank.dwg; Equipment North Shafter.dwg; 2.0 X-NORTH SHAFTER.dwg; North Park North Shafter Park Site.dwg - Tab: SP-1.00 - by kdesjarlais on 07/02/24 at 10:02:52 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE
LADBS NOTES: 1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) (SEPARATE PLUMBING PERMIT IS REQUIRED.) 3. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI / APSP-7 (3109.5). SP-1.00 TITLE SHEET Sheet List Table Sheet Number Sheet Title SP-1.00 TITLE SHEET SP-1.01 GENERAL NOTES SP-1.02 UTILITY COORDINATION PLAN SP-2.00 SPLASH PAD PLAN AND SECTIONS SP-2.01 SPLASH PAD PIPING PLAN SP-2.02 SPLASH PAD RENDERING SP-3.00 DETAILS SP-3.01 DETAILS SP-4.00 SCHEMATIC SP-5.00 MECHANICAL PLAN SP-5.01 MECHANICAL SECTIONS SP-5.02 SURGE TANK SP-6.00 MECHANICAL DETAILS SP-6.01 MECHANICAL DETAILS SP-6.02 MECHANICAL DETAILS SP-6.03 MECHANICAL DETAILS SP-7.00 ELECTRICAL PLAN SP-7.01 ELECTRICAL SINGLE LINE DIAGRAM SP-8.00 STRUCTURAL NOTES SP-8.01 STRUCTURAL PLAN

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2.7M MINIMUM USE ZONE 6FT ZONE PC 1906 THUNDER WEDGE 6 FT MINIMUM USE ZONE 1.8M PC 1906 THUNDER WEDGE

APPROPRIATE
PC 1307 AGE
SIGN UTILITY COORDINATION PLAN SCALE: 1" = 60'-0"
1 60' 30'
0 60' 120'
N
WSS
E

CSD GRAVITY DRAIN POINT OF CONNECTION ELECTRICAL SERVICE STORM DRAIN SANITARY SEWER POTABLE WATER DISCHARGE ELECTRICAL CONDUIT 12 4 SPLASH PAD EQUIPMENT AREA (SEE SP500 FOR ENLARGEMENT) SD
3 5
78 W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-1.02.dwg Xrefs: SP100 and SP102 base.dwg; splashpad base.dwg; mechanical base.dwg; 24 x 36 caw tb.dwg; Z-SITE PLAN.dwg; 230037-BASE-RELEASED_update 2023-04-13.dwg; 2023-08-31 NorthShafterCA_2D.dwg; ACAD-230037-TO-RELEASE-Model.dwg; mechanical sections.dwg; surge tank.dwg; Equipment North Shafter.dwg; 2.0 X-NORTH SHAFTER.dwg; North Park North Shafter Park Site.dwg - Tab: SP-1.02 - by kdesjarlais on 07/02/24 at 6:23:28 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE
SP-1.02 UTILITY COORDINATION PLAN
4 4
6

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22'-0" SPLASHPAD LIMITS COMPACTED SUBGRADE PER GEOTECHNICAL RECOMENDATIONS 343.38 FS / RIM AREA DRAIN QUANTITY AND LOCATION PER PLAN SPLASHPAD AREA DRAINS PER WATER PLAY OR SIMILAR W/4" CONNECTIONS, SEE DETAIL COMPACTED SUBGRADE PER GEOTECHNICAL RECOMENDATIONS 5'-0" MIN. CLEAR AREA SLOPE1-2% 5'-0" MIN. CLEAR AREA 6" 1-2%SLOPE SLOPE1-2% OUTER PERIMETER DRAINAGE PER CIVIL PLANS 343.38 FS / RIM 6" GRAVITY LINE TO SURGE TANK 4" STORM DRAIN OUTLET FOR RAIN DIVERTER IE. 340.46 NOTE: FOR RAIN EVENT OR WINTERIZATION, MAIN DRAIN PLUGS TO BE REMOVED TO ALLOW DRAINAGE TO STORM DRAIN. 1-2%SLOPE SPLASHPAD DECK CIVIL PLANS A301 SPLASH PAD - SECTION "A" SCALE: 1/2" = 1'-0"
2 SPLASH PAD PLAN SCALE: 3/8" = 1'-0"
1 SPLASHPAD DECK PER LANDSCAPE ARCHITECT PLANS NOTE: CONTRACTOR TO PROVIDE LAYOUT OR STAKING PLAN LOCATING EACH COMPONENT, DRAIN, AND PERIMETER ALIGNMENT FOR REVIEW AND APPROVAL. SLOPE 1-2% SLOPE 1-2% 1-2% SLOPE
A
A
SLOPE 1-2%
N
7 2
4 1 W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-2.00.dwg Xrefs: 24 x 36 caw tb.dwg; sp100 and sp102 base.dwg; Z-SITE PLAN.dwg; 230037-BASE-RELEASED_update 2023-04-13.dwg; 2023-08-31 NorthShafterCA_2D.dwg; ACAD-230037-TO-RELEASE-Model.dwg; splashpad base.dwg; Equipment North Shafter.dwg; 2.0 X-NORTH SHAFTER.dwg; North Park North Shafter Park Site.dwg - Tab: SP-2.00 - by kdesjarlais on 07/02/24 at 6:22:16 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE
SP-2.00 SPLASH PAD PLAN AND SECTIONS
5 8
9 6 11 10
3 12 13

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MINIMUM
PC 1906

THUNDER
WEDGE 6 FT MINIMUM USE ZONE 1.8M PC 1906 THUNDER WEDGE

APPROPRIATE
PC 1307 AGE
SIGN SPLASHPAD PIPING PLAN SCALE: 1/4" = 1'-0"
1 DISCHARGE SUCTION / GRAVITY DRAIN LEGEND: PIPING NOTES: 1. THE PIPING PLAN IS DIAGRAMMATIC. ROUTING AND FINAL LAYOUT TO BE FIELD DETERMINED BY CONTRACTOR AND APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. BRANCHES TO BE HYDRAULICALLY BALANCED. 2. PIPE TYPE, MATERIALS, AND SUPPORTS SHALL CONFORM TO THE PROJECT SPECIFICATIONS. IN ADDITION, PIPE SHALL BE IN CONFORMANCE WITH CBC, CPC, LOCAL AND NATIONAL BUILDING CODE REQUIREMENTS. 3. PARALLEL PIPE RUNS SHALL BE INSTALLED WITHIN COMMON TRENCHES AND OR PIPE SUPPORTS WHENEVER POSSIBLE. 4. ALL PIPING SHALL BE UNIFORMLY AND CONTINOUSLY SUPPORTED OVER ITS ENTIRE LENGTH AND ROUTE. 5. ALL ELECTRICAL CONDUITS SHALL BE INSTALLED USING SWEEP FITTINGS IN CONFORMANCE WITH LOCAL AND NATIONAL BUILDING CODES. 6. ALL PIPING SHALL BE INSTALLED WITH A SLIGHT SLOPE BACK TO EQUIPMENT ROOM. 7. ALL BURIED PIPING SHALL BE SCH 40 PVC UNLESS NOTED OTHERWISE. 8. ANY EXPOSED SCH 40 PVC PIPING SHALL BE PAINTED WITH UV RESISTANT PAINT.

N W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-2.01.dwg Xrefs: 24 x 36 caw tb.dwg; sp100 and sp102 base.dwg; Z-SITE PLAN.dwg; 230037-BASE-RELEASED_update 2023-04-13.dwg; 2023-08-31 NorthShafterCA_2D.dwg; ACAD-230037-TO-RELEASE-Model.dwg; splashpad base.dwg; piping base.dwg; surge tank.dwg; mechanical sections.dwg; Equipment North Shafter.dwg; 2.0 X-NORTH SHAFTER.dwg; North Park North Shafter Park Site.dwg - Tab: SP-2.01 - by kdesjarlais on 07/02/24 at 6:22:06 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE
SP-2.01 SPLASH PAD PIPING PLAN 6" 1"1"1"1"1"1"1"1"1"1"1" 1" 1"1"1"1"1"1"1"1"1"1"1" 1 2 12
4 9
6 8
513
3 7 10 11 6" GRAVITY DRAIN FROM SPLASH PAD 4" FILTRATION SUCTION 4" DISPLAY SUCTION 3" FILTER RETURN 3" BYPASS 1" FLOAT VALVE CONDUIT 1" POTABLE FILL

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SP-2.02 SPLASH PAD RENDERING W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-2.02.dwg Xrefs: 24 x 36 caw tb.dwg
- Tab: SP-2.02 - by kdesjarlais on 07/02/24 at 6:17:58 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE

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SP-3.01 DETAILS W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-3.01.dwg Xrefs: 24 x 36 caw tb.dwg
- Tab: SP-3.01 - by kdesjarlais on 07/02/24 at 6:17:38 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE
MAX. TRENCH WIDTH UNDER FOOTINGS AND STRUCTURES TO BE DETERMINED AND CONFIRMED IN WRITING BY STRUCTURAL ENGINEER BEFORE INSTALLATION OF ANY PIPE 36" TYP., 30"

MIN BELOW

GRADE AND
6" MIN. BELOW

FOOTINGS OR

STRUCTURES
(SLURRY ENCASE

PIPES UNDER
STRUCTURES) CUSTOM DRAIN CIRCULAR SCALE: NTS
A TYPICAL TRENCH SECTION SCALE: NTS
C 4" MALE THREADED ADAPTER PLAY PHASE ANCHOR SCALE: NTS B

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CP2.0 WQ1.0 WQ1.2CHLOR WQ2.0 WATERPLAY CONTROLLER 4000 GAL SURGE TANK DYNAMIC WATER LEVEL STATIC WATER LEVEL 4" TO STORM DRAIN SPRAY GROUND EQUIPMENT ROOM SPRAY GROUND I2.0 I2.0 I3.0 I3.0 I3.0 BASKET STRAINER BASKET STRAINER WQ1.1ACID WQ2.1 ACTIVATOR FROM POTABLE WATER SUPPLY CP1.0 MCC PANEL WQ3.1 UV PANEL I1.0 ST1.0 ST1.1 P1.0 P1.1 3 3 BYPASS VALVE SSSSSSSSS AREA DRAIN MANIFOLD 3 SIZE PER TABLE COMPONENTS ELECTRONICALLY INTERLOCKED I1.0 S WQ3.0 STRAINER (INCLUDED WITH UV UNIT) PUMPS ELECTRONICALLY INTERLOCKED S WM1.0 F1.0 3" 4" SCHEMATIC SCALE: NTS A W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-4.00.dwg Xrefs: Mechanical Sections.dwg; Schematic.dwg; 24 x 36 caw tb.dwg - Tab: SP-4.00 - by kdesjarlais on 07/02/24 at 6:17:07 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE
SP-4.00 SCHEMATIC LEG 08 LEG 07 LEG 06 LEG 09 LEG 05 LEG 04 LEG 03 LEG 02 LEG 01 1/2" 1/2"
1/2"
1/2" LEG 10 FLOW DIRECTION PRESSURE TRANSMITTER 3 WAY CONTROL VALVE (AUTOMATED) FLOW METER SOLENOID VALVE MOTOR OPERATED VALVE UNION CONNECTION FLANGE CONNECTION PLUG OR CAP SYMBOL DESCRIPTION S FLOW SENSOR VP FLOW DIRECTION PRESSURE TRANSMITTER 3 WAY CONTROL VALVE (AUTOMATED) FLOW METER SOLENOID VALVE MOTOR OPERATED VALVE UNION CONNECTION FLANGE CONNECTION PLUG OR CAP SYMBOL DESCRIPTION SM PIPE CONNECTION AS INDICATED ELECTRICAL CONNECTION AS INDICATED MECHANICAL SYMBOLS: PRESSURE GAUGE SIGHT GLASS PIPE ELECTRICAL WIRE PRESSURE SUSTAINING VALVE VACUUM SWITCH Y STRAINER FLOAT VALVE GATE VALVE GLOBE VALVE BUTTERFLY VALVE CHECK VALVE BALL VALVE T FLOW TRANSMITTER REDUCER S FLOW SENSOR VP SYMBOL DESCRIPTION 4" 3" 3" 3" 3" 3" 3"3"
3"
3" 3"
3"
3" LEG 11 3"3" 6"
6" FLOW: 156 GPM FILTER FLOW: 144 GPM BYPASS

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KEY NOTES: PIPING NOTES: 1. THE PIPING PLAN IS DIAGRAMMATIC. ROUTING AND FINAL LAYOUT TO BE FIELD DETERMINED BY CONTRACTOR AND APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 2. PIPE TYPE, MATERIALS, AND SUPPORTS SHALL CONFORM TO THE PROJECT SPECIFICATIONS. IN ADDITION, PIPE SHALL BE IN CONFORMANCE WITH CBC, CPC, LOCAL AND NATIONAL BUILDING CODE REQUIREMENTS. 3. GRAVITY DRAIN PIPING MUST SLOPE AT 1-2% MIN. 4. PARALLEL PIPE RUNS SHALL BE INSTALLED WITHIN COMMON TRENCHES AND OR PIPE SUPPORTS WHENEVER POSSIBLE. 5. ALL PIPING SHALL BE UNIFORMLY AND CONTINOUSLY SUPPORTED OVER ITS ENTIRE LENGTH AND ROUTE. 6. ALL ELECTRICAL CONDUITS SHALL BE INSTALLED USING SWEEP FITTINGS IN CONFORMANCE WITH LOCAL AND NATIONAL BUILDING CODES. 7. ALL PIPING SHALL BE INSTALLED WITH A SLIGHT SLOPE BACK TO EQUIPMENT ROOM. 8. ALL BURIED PIPING SHALL BE SCH 40 PVC UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: 1. CONTRACTOR TO VERIFY ALL EQUIPMENT DIMENSIONS PRIOR TO PURCHASE AND INSTALLATION OF EQUIPMENT. 2. ALL PIPING TO BE SCH. 80 PVC U.N.O. 3. EQUIPMENT ROOM, LIGHTING, VENTILATION, AND ELECTRICAL OUTLETS BY OTHERS 4. DISPLAY PUMP AND FILTER PUMP SHALL BE ELECTRONICALLY INTERLOCKED. 1 2% SLOPE 2% SLOPE 3 5 9 8 N P1.0 WQ1.0 WQ1.1 WQ1.2 WQ2.0 WQ3.0 WQ3.1 W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-5.00.dwg Xrefs: Mechanical Sections.dwg; Mechanical Base.dwg; 24 x 36 caw tb.dwg - Tab: SP-5.00 - by kdesjarlais on 07/02/24 at 6:16:37 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE
SP-5.00 MECHANICAL PLAN SPLASH PAD PLAN SCALE: 1" = 1'-0" 1 TYP. 4 P1.1 F1.0 WQ2.0 CP1.0 CP2.0 5 6 7 14'-4" 11'-4" BELOW, WALL MOUNTED ELECTRICAL POWER PANEL 2'-6" 3'-0"

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SP-5.01 MECHANICAL SECTIONS W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-5.01.dwg Xrefs: 24 x 36 caw tb.dwg; mechanical sections.dwg
- Tab: SP-5.01 - by kdesjarlais on 07/02/24 at 6:16:29 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE
SECTION A SCALE: 1/2" = 1'-0"
1 P1.1 F1.0 P1.1 SECTION B SCALE: 1/2" = 1'-0"
2 SECTION C SCALE: 1/2" = 1'-0"3 SECTION D SCALE: 1/2" = 1'-0" 4 7 KEY NOTES: WQ3.0 WQ1.0 WQ2.0
5 6 CP1.0 CP2.0 P1.1 WQ1.1 WQ2.1
4 6 WQ1.0 WQ1.2
7 WQ2.0 F1.0 FILTER BYPASS VALVE ELECTRICAL POWER PANEL P1.0 WQ3.0 WQ3.1 WQ3.1 WM1.0

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SUCTION
1" FLOAT VALVE

CONDUIT
1" POTABLE FILL
3" BYPASS
3" FILTER RETURN
4" DISPLAY
SUCTION 6" GRAVITY DRAIN FROM SPLASH PAD 66 WATERPROOFING DASHED LINE INDICATES WATER PROOF COATING (2 LAYERS) ON ALL SURFACES PER XYPEX CONCENTRATE PER MANUFACTURER'S REQUIREMENTS WATERPROOFING DASHED LINE INDICATES WATER PROOF COATING (2 LAYERS) ON ALL SURFACES PER XYPEX CONCENTRATE PER MANUFACTURER'S REQUIREMENTS 3 5 1. PREPARE SUBGRADE PER GEOTECH REPORT. 2. CONTRACTOR TO VERIFY ALL EQUIPMENT DIMENSIONS PRIOR TO PURCHASE AND INSTALLATION OF EQUIPMENT. 3. ALL TANK PENETRATIONS TO BE COORDINATED WITH TANK MANUFACTURER PRIOR TO TANK PURCHASE. 4. TANK EXCAVATION PER GEOTECHNICAL REPORT AND CALOSHA. 5. CONTRACTOR TO PROVIDE SUFFICIENT STUB-OUT LENGTHS INSIDE SURGE TANK TO ALLOW INSTALLATION OF CHECK VALVES. 6. ALL BURIED FLANGE HARDWARE SHALL BE 304 SS. SURGE TANK CONSTRUCTION NOTES: 1 INSTALL 4,000 GALLON CIP SURGE TANK, CONTRACTOR TO SUBMIT STRUCTURAL PLANS FOR REVIEW AND APPROVAL. INSTALL FIBER GLASS VAULT LADDER ANCHORED TO TANK WALL. INSTALL APD300 48X48 DOUBLE LEAF ALUMINUM HATCH, PEDESTRIAN RATED. PER USF FABRICATION. 1" LEAD FREE BRASS FLOAT VALVE. FLANGED SUCTION STRAINER PER DEWATER PRODUCTS, 316 SS INSTALL 6" SCH 40 PVC 45 DEG ELBOW. INSTALL 3" SCH 40 PVC 90 DEG ELBOW. INSTALL 1 1/2" SCH 40 PVC 90 DEG ELBOW. INSTALL 1" SCH 40 PVC 90 DEG ELBOW. 2345678 KEY NOTES: C C 2 13'-4" 8" 7'-4" 8" 5 7 7 6 4" DISPLAY SUCTION 4 7 7 7 5 10" 7'-2" COMPACTED SUBGRADE 4" DISPLAY SUCTION 5 1 1 4" TYP 8 8 3" BYPASS 9 9 9 9 10" 8'-6" 4'-8" 8" 12'-0" 8" 13'-4" 13'-4" 8" 4'-0"
8" 4'-0"

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SCALE: NOT TO SCALE E CHEMICAL CONTROLLER SAMPLE TAPS AND INJECTION 12 1/2" THD BALL CHECK VALVE 34 1/2" TRUE UNION BALL VALVE (2 TYP.) 1/2" THD MALE JACO FITTING (2 TYP.) 1/2" PVC PIPE 5 1/2" FLEXIBLE HOSE KEY NOTES: TO CHEMICAL CONTROLLER FROM CHEMICAL CONTROLLER 4 BEFORE PUMP OR FILTER AFTER FILTER 1 3 2 4 TAP PIPE WITH 29 BIT DRILL BIT, TYPICAL 51 3 5 FROM CHEMICAL DOSING PUMP INJECTION POINT (AFTER HEATER) 413 TAP PIPE WITH 29 BIT DRILL BIT, TYPICAL 6 SECONDARY CONTAINMENT, 3" Ø PVC, MAX. 6 1 SCALE: 1" = 1'-0" D ANCHORAGE DETAIL FRONT ELEVATION TANK ISOMETRIC EQ. EQ. FIN. FLR. "SPACEMAKER" MODEL E-100 HEAVY DUTY SEISMIC RESTRAINT SYSTEM DSA APPROVAL #93-002 SECURE BACKING PLATE TO UNISTRUT FRAME SECURE UNISTRUT BASE PLATE TO FLOOR WITH 3/8" "HILTI" KWIK BOLT 3 (ESR-1385)
ANCHOR WITH 2-1/2" MIN. EMBEDMENT (TYP. OF 4 PLACES) FEED PUMP MOUNTED ABOVE TANK RIM 3/8" SCH 80 PVC HARD PIPE FROM FEED PUMP TO INJECTION POINTS BALL VALVE TYP. INJECTION POINTS (AFTER FILTER) WATER CHEMISTRY CONTROLLER, PER DETAIL . 2-#12, 1/2" C SUCTION TUBE 1 23 CHEMICAL CONTAINMENT PALLET C601 FIN. FLR. 1234 ABOVE GROUND STATIONARY TANKS USED FOR THE STORAGE OF HAZARDOUS MATERIALS SHALL BE PLACARDED WITH HAZARD IDENTIFICATION SIGNS AS SPECIFIED IN C.F.C. STANDARD 79-3 FOR THE SPECIFIC MATERIAL CONTAINED. SIGNS SHALL BE DURABLE. THE SIZE, COLOR AND LETTERING SHALL BE IN ACCORDANCE WITH NATIONALLY RECOGNIZED STANDARDS. EMERGENCY SHUTOFF VALVES SHALL BE IDENTIFIED AND THE LOCATION SHALL BE CLEARLY VISIBLE AND INDICATED BY MEANS OF A SIGN. PROVIDE 2" EKO 3 VAPORLOK FITTING CHEMICAL HAZARD PLACARD PER 1. PIPING, TUBING, VALVES AND RELATED COMPONENTS SHALL BE SEISMIC BRACED. 2. PIPING AND TUBING SHALL BE IDENTIFIED TO INDICATE THE MATERIAL CONVEYED. NOTES: KEY NOTES: SCALE: NOT TO SCALE A CHEMICAL FEED SYSTEM 4 E600 SCALE: 1" = 1'-0" B ACID NEUTRALIZATION AND CHEMICAL CONTAINMENT 1 2 3 1 PROVIDE 2" BULKHEAD FITTING W/ 2" X 3/4" THD REDUCER, 3/4" THD NIPPLE 2 15 GALLON BULK ACID TANK PER GEMINI "LITTLE GEM" 3 PROVIDE "EKO3 VAPORLOC" CAP FOR FEED PUMP SUCTION LINE(S) 4 (ACID ONLY) 4 ACID FUME SEPARATOR PER PROMINENT KEY NOTES: 5 CHEMICAL SPILL PALLETTE 5 3 0 1 ACID W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-6.01.dwg Xrefs: 24 x 36 caw tb.dwg
- Tab: SP-6.01 - by kdesjarlais on 07/02/24 at 6:14:49 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE
FRONT SIDE NOTE: ALL PIPING AND FITTING SHALL BE SCH 80 PVC THREADED WITH EPDM SEALS UNLESS OTHERWISE REQUIRED BY COMPONENTS. DIRECT MOUNT TO TOP OF ACID TANK ACID FUME SEPARATOR "PROMINENT" #PN1009987 AND (2) REPLACEMENT PACKS OF ABSORBENT MATERIAL #PN1010500 FRONT SIDE 1'-0" 3.38" 6.40" 11 1/4" SP-6.01 MECHANICAL DETAILS SCALE: NOT TO SCALE F FLOW METER DETAIL FLOW DIRECTION PIPE SIZE PER PLAN MODEL GPM FLOW RANGE FITTING TYPE FV-15 (1.5") 10 TO 80 A FV-2 (2") 10 TO 110 A FV-25 (2 12") 10 TO 110 A FV-3 (3") 70 TO 240 B FV-4 (4") 150 TO 460 C FV-6 (6") 300 TO 1000 D FV-8 (8") 600 TO 1800 E PIPE CONFIGURATION DEFINITIONS: A. ZERO STRAIGHT PIPE BEFORE OR AFTER FLOWVIS. CAN BE INSTALLED IN ANY ORIENTATION - HORIZONTAL, VERTICAL UP OR VERTICAL DOWN. B. STRAIGHT HORIZONTAL PIPE OR ≥11" BEFORE FLOWVIS. C. STRAIGHT HORIZONTAL PIPE OR ≥17" BEFORE FLOWVIS. D. STRAIGHT HORIZONTAL PIPE OR ≥33" BEFORE FLOWVIS. E. STRAIGHT HORIZONTAL PIPE OR ≥64" BEFORE FLOWVIS. NOTES: 1. FOR ALL MODELS 2.5” AND SMALLER, ALWAYS REMOVE THE FLOWVIS LID ASSEMBLY PRIOR TO GLUING IN THE VALVE BODY. 2. WHEN SELECTING A PHYSICAL LOCATION TO INSTALL FLOWVIS, BE SURE TO ALLOW ACCESSIBILITY TO READ THE SCALE ON THE LID. 3. DUE TO THE POSSIBILITY OF EXCESSIVE TURBULENCE, MODELS FV-3, FV-4, FV-6, AND FV-8 SHOULD NOT BE INSTALLED DIRECTLY AFTER THE PUMP. 4. FLOWVIS MODELS ARE DESIGNED FOR THE SPECIFIC PIPE SCHEDULE STATED AT THE BOTTOM OF THE FLOW SCALE LABEL. WHILE IT IS IMPORTANT TO COMPLY WITH THE SPECIFIC SCHEDULE OF PIPE, THE ACCURACY STATED WITHIN THIS MANUAL CAN BE MAINTAINED IF A SHORT LENGTH (3-6 INCHES / 75-150MM), OF THE CORRECT PIPE TYPE, IS INSTALLED EITHER SIDE OF THE FLOWVIS. FOR EXAMPLE, AN FV-3, CAN BE INSTALLED TO A SCH 40 PLUMBING SYSTEM, PROVIDED THAT A SHORT LENGTH OF SCH 80 PIPE IS INSTALLED INTO EACH END OF THE FLOWVIS FV-3. 5. CHECK FLOWVIS MANUAL FOR MORE DETAILED INSTRUCTION ABOUT INSTALLATION SCALE: NOT TO SCALE C CHEMICAL CONTROLLER DETAIL FIN. FLR. TO FILTER PUMP DISCHARGE BEFORE FILTER FROM FILTER S O S O Read Float at Top Calibrated with Water 12 48 34 1216 BLUE-WHITE F-400LPM20 GPM5 R CHEMICAL CONTROLLER PER IPS-M920W-CA PVC SHEET NOTE: LOCATE CHEMICAL CONTROLLER ON WALL AREA WITH EASY ACCESS WITHIN 8 FEET OF FEEDER, AT LEAST 10 FEET FROM WATER EDGE & WITHIN 6 FEET OF GFCI POWER SOURCE 3' MIN.

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SCALE: NOT TO SCALE A VACUUM & PRESSURE GAUGES SCALE: 1-1/2" = 1'-0" C EMERGENCY EYEWASH STATION SCALE: NOT TO SCALE D BONDING DETAILS GROUNDING CLAMP PER SPEC. TYPICAL SPLASH PAD #8 GROUNDING REINFORCING WIRE TO SPLASH PAD REINFORCING CONDUIT TO JUNCTION BOX SEE SPEC. #8 GROUNDING WIRE TO SPLASH PAD REINFORCING FRICTION CONNECTOR LIGHT NICHE #8 GROUNDING WIRE TO SPLASH PAD REINF. BRONZE WEDGE ANCHOR PER SPECIFICATIONS CONNECTOR AT NICHE NOTES: 1. BOND ALL SPLASH PAD AND SPLASH PAD DECK STEEL REINFORCING GRIDS TOGETHER. 2. ALL WIRING SHALL BE WITH #8 BARE COPPER CONDUCTORS UNLESS NOTED OTHERWISE. 3. ALL GROUNDING AND BONDING SHALL BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF CALIFORNIA ELECTRIC CODE AND THE NATIONAL ELECTRIC CODE. DRAINS WATER INLETS WATER CIRCULATING EQUIPMENT ALL METAL PARTS OR COMPONENTS WITHIN 5' OF INSIDE EDGE OF SPLASH PADS OR (INCLUDING METAL STRAPS FOR POSTS, METAL FENCES, WINDOW AND DOOR FRAMES, ETC) DECK BONDING MESH, #8 AWG WIRE, 3' HORIZONTAL DISTANCE UNDER DECK 9" O.C. E.W. FENCES, METAL DOOR FRAMES, ETC. SPLASH PAD REINFORCING STEEL NICHE CONNECTOR GROUNDING CLAMP ANCHOR SOCKET #8 GROUNDING WIRE GRID 9" O.C. E.W. FROM SPLASH PAD REINFORCEMENT TO 3' HORIZONTALLY AT SPLASH PAD DECK 1/4" S.S. LIQUID FILLED VACUUM GAUGE, McMASTER CARR 0-30 HG, MODEL #38545K1 1/4" S.S. PRESSURE SNUBBER 1/4" S.S. NEEDLE VALVE 1/4" S.S. THREADED NIPPLE DRILL AND TAP 1/4" 1/4" S.S. LIQUID FILLED PRESSURE GAUGE, McMASTER CARR 0-60 PSI, MODEL #38545K1 1/4" S.S. PRESSURE SNUBBER 90° S.S. ELBOW 1/4" S.S. NEEDLE VALVE 1/4" S.S. THREADED NIPPLE DRILL AND TAP 1/4" SCALE: NOT TO SCALE B UNISTRUT PANEL MOUNTING (AS NEEDED) PANEL PER PLAN 1 5/8" P1000 STEEL CHANNEL PER "UNISTRUT", "POWERSTRUT", OR APPROVED EQUAL PER PANEL DIMENSION PER PANEL DIMENSION MOUNT PANEL TO UNISTRUT WITH HARDWARE SIZE PER MANUFACTURER W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-6.02.dwg Xrefs: 24 x 36 caw tb.dwg
- Tab: SP-6.02 - by kdesjarlais on 07/02/24 at 6:14:34 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE
MOUNTING HARDWARE 3/8" X 3 1/4" HILTI KB-TZ ANCHORS WITH 2" MIN EMBED, 3 PLACES (ICC ESR-1917) EMERGENCY EYEWASH STATION PER GUARDIAN, PEDESTAL MOUNTED, MODEL G1825P POST BASE MODEL P2072 PER "UNISTRUT", "POWER STRUT" OR APPROVED EQUAL MOUNTING HARDWARE 1/2" HILTI KB-TZ ANCHORS WITH 3" MIN EMBED, (ICC ESR-1917) SP-6.02 MECHANICAL DETAILS

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NOTE: PAINT ENTIRE ASSEMBLY WITH PRIMER PAINT 3/8" TH'K X 8" SQ. STEEL PLATE 1-1/4" DIA X 2'-0" PIPE 1" X 3" WASHER WELD TO PIPE 1" DIA X 1'-0" LONG BOLT THREADED THRU-OUT 1" WIDE X 1/4" TH'K X 4" LONG PLATE BEND @ 4" RADIUS 1-1/4" DIA STEEL BAR 1-1/4" DIA. X 6", 12" OR 24" LONG STEEL PIPE 1" DIA NUT WELD 1/4 WELD 2" 4" 1" DIA X 5" LONG BOLT THREADED THRU-OUT 1-1/4" DIA X 4" PIPE NOTE: SMALL STAND SIMILAR IN CONSTRUCTION TO STANDARD SIZE STAND W/ EXCEPTIONS NOTED BELOW. WELD SMALL STAND STANDARD STAND EXTENSION 3/8" TO 1/2" 3/4" TO 1 1/4" 1 1/2" TO 3" 3 1/2" TO 5" 6" TO 12" 4'-0" 4'-5" 5'-3/4" 8'-1/4" 10'-0" CLAMP SPACING PVC PIPE SIZE MAX. HANGING LOAD RATING (LBS) 400 600 800 1000 1000 1 5/8" STEEL CHANNEL PER "UNISTRUT", "POWERSTRUT", OR APPROVED EQUAL PIPE CLAMP PER "POWER STRUT" OR APPROVED EQUAL MOUNTING HARDWARE 1/2" HILTI KB-TZ ANCHORS WITH 3" MIN EMBED, (ICC ESR-1917) F.F. W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-6.03.dwg Xrefs: 24 x 36 caw tb.dwg
- Tab: SP-6.03 - by kdesjarlais on 07/02/24 at 6:14:17 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE
1/2" TO 2" 2-1/2" TO 6" 8" TO 10" PVC PIPE SIZE STAND SPACING 4' 6' 8' MOUNTING HARDWARE 1/2" HILTI KB-TZ ANCHORS WITH 3" EMBED, (ICC ESR-1917) SCALE: NOT TO SCALE A PIPE SUPPORTS FREE STANDING UNISTRUT PIPE SUPPORT PIPE STAND 10" OR SMALLER 3/8" TO 1/2" 3/4" TO 1 1/4" 1 1/2" TO 3" 3 1/2" TO 5" 6" TO 12" 4'-0" 4'-5" 5'-3/4" 8'-1/4" 10'-0" KB3 304SS38-5 KB3 304SS58-7 3/8 X 5 5/8 X 7 STRUT SPACING PVC PIPE SIZE *HILTI KWIKBOLT MODEL # 3/4 X 8 1/2 X 5-1/2 KB3 304SS34-8 KB3 304SS12-512 * USE HILTI KWIKBOLT FOR CONNECTION TO CAST-IN-PLACE CONCRETE CEILINGS. USE BOLTS SUPPLIED W/ HANGERS FOR CONNECTION TO STEEL OR WOOD. KB3 304SS38-5 3/8 X 5 STEEL CHANNEL PER "POWER STRUT" OR APPROVED EQUAL PIPE CLAMP PER "POWER STRUT" OR APPROVED EQUAL PIPE SIZE AND LOCATION PER PLAN STRUT SPACING MAX. HANGING LOAD RATING (LBS) SIZE (INCHES) 400 600 800 1000 1000 PIPE SUPPORT AT WALL SEISMIC UNITSTRUT PIPE SUPPORT AND HANGERS SP-6.03 MECHANICAL DETAILS

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2.7M MINIMUM USE ZONE 6FT ZONE PC 1906 THUNDER WEDGE 6 FT MINIMUM USE ZONE 1.8M PC 1906 THUNDER WEDGE

APPROPRIATE
PC 1307 AGE
SIGN W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-7.00.dwg Xrefs: 24 x 36 caw tb.dwg; splashpad base.dwg; piping base.dwg; sp100 and sp102 base.dwg; Z-SITE PLAN.dwg; 230037-BASE-RELEASED_update 2023-04-13.dwg; 2023-08-31 NorthShafterCA_2D.dwg; ACAD-230037-TO-RELEASE-Model.dwg; surge tank.dwg; mechanical sections.dwg; Equipment North Shafter.dwg; 2.0 X-NORTH SHAFTER.dwg; North Park North Shafter Park Site.dwg - Tab: SP-7.00 - by kdesjarlais on 07/02/24 at 6:13:41 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE
LEGEND: PIPING NOTES: 1. THE PIPING PLAN IS DIAGRAMMATIC. ROUTING AND FINAL LAYOUT TO BE FIELD DETERMINED BY CONTRACTOR AND APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. WHEN PIPING BRANCHES IT SHOULD BE BALANCED FOR EVEN FLOW. 2. PIPE TYPE, MATERIALS, AND SUPPORTS SHALL CONFORM TO THE PROJECT SPECIFICATIONS. IN ADDITION, PIPE SHALL BE IN CONFORMANCE WITH CBC, CPC, LOCAL AND NATIONAL BUILDING CODE REQUIREMENTS. 3. PARALLEL PIPE RUNS SHALL BE INSTALLED WITHIN COMMON TRENCHES AND OR PIPE SUPPORTS WHENEVER POSSIBLE. 4. ALL PIPING SHALL BE UNIFORMLY AND CONTINOUSLY SUPPORTED OVER ITS ENTIRE LENGTH AND ROUTE. 5. ALL ELECTRICAL CONDUITS SHALL BE INSTALLED USING SWEEP FITTINGS IN CONFORMANCE WITH LOCAL AND NATIONAL BUILDING CODES. 6. ALL PIPING SHALL BE INSTALLED WITH A SLIGHT SLOPE BACK TO EQUIPMENT ROOM. 7. ALL BURIED PIPING SHALL BE SCH 40 PVC UNLESS NOTED OTHERWISE. 8. ANY EXPOSED SCH 40 PVC PIPING SHALL BE PAINTED WITH UV RESISTANT PAINT. SPLASHPAD ELECTRICAL PLAN SCALE: 1/4" = 1'-0" 1 N SPLASHPAD ACTIVATOR SP-7.00 ELECTRICAL PLAN MAINT. RECEPTACLES MCC PANEL WATER PLAY MANIFOLD SEPARATE CONNECTIONS CHEMICAL CONTROLLER CONNECTION FILTER PUMP CONNECTION UV CONNECTION DISPLAY PUMP CONNECTION E E
E E
E E E
E
E E
E E
C CONDUIT SPLASHPAD EQUIPMENT ROOM ELECTRICAL PLAN SCALE: 1/2" = 1'-0" 1

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W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-8.00.dwg Xrefs: 24 x 36 caw tb.dwg
- Tab: SP-8.00 - by kdesjarlais on 07/02/24 at 10:02:46 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE
SP-8.00 STRUCTURAL NOTES GENERAL 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA, LATEST EDITION, AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. THE ARCHITECT, EOR, AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 2. ALL WORK IS NEW (N) UNLESS INDICATED AS EXISTING (E). 3. CONSTRUCTION MATERIALS SHALL BE DISTRIBUTED WHEN PLACED ON THE STRUCTURE SUCH THAT LOADS DO NOT EXCEED DESIGN LIVE LOADS OR RESULT IN AN UNBALANCED CONDITION. 4. CORE DRILLS REQUIRED SHALL NOT CUT ANY REINFORCING. THE CONTRACTOR IS TO COORDINATE WORK OF ALL TRADES TO ENSURE COMPLIANCE. ALL CORE DRILLS ARE TO BE PRESENTED TO THE INSPECTOR OF RECORD (IOR) FOR VERIFICATION. THE IOR IS TO DOCUMENT CORES EXAMINED INDICATING AN ABSENCE OF REINFORCING. 5. STRUCTURAL JOINT DIMENSIONS SHOWN ON PLANS (EXPANSION, SEISMIC, SEPARATION, ETC)(WHERE OCCURS) INDICATE THE MINIMUM CLEAR DISTANCE REQUIRED. SEE PLANS, DETAILS, AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. SHOTCRETE: 1. SHOTCRETING SHALL CONFORM TO ALL REQUIREMENTS OF ACI 506, EXCEPT AS MODIFIED BY THE FOLLOWING REQUIREMENTS: APPLICATORS OF STRUCTURAL WET MIX SHOTCRETE SHALL HAVE A COPY OF ACI 506 ON EACH WORK SITE AT THE TIME OF SHOTCRETING. THE WORD "SHALL" SHALL BE SUBSTITUTED WHENEVER THE WORD "SHOULD" OCCURS IN ACI 506. THE CONCRETE MIX SHALL COMPLY WITH THE CODE AND SHALL NOT BE BATCHED VOLUMETRICALLY. A TEST CONSISTING OF AT LEAST TWO CYLINDERS AT 28 DAYS SHALL ALSO BE REQUIRED. ALL OTHER APPLICABLE REQUIREMENTS OF THE CODE (INCLUDING ALL REQUIREMENTS FOR PNEUMATICALLY PLACED WET MIXED MORTAR) SHALL APPLY, INCLUDING MAXIMUM TIME-IN MIXER. 2. SHOTCRETE MIX DESIGN AND TESTING SHALL COMPLY WITH ACI 506.2 AND STRUCTURAL CONCRETE NOTES. STRUCTURAL WET MIX SHOTCRETE SHALL NOT BE PLACED WHERE THE STREAM FROM THE NOZZLE CANNOT DIRECTLY IMPINGE ON THE SURFACE ON WHICH THE CONCRETE IS TO BE WHERE THE CONDITION PRECLUDES THE POSSIBILITY OF OBTAINING CORES FROM THE STRUCTURE, THIS METHOD SHALL NOT BE USED. 3. SHOTCRETE CONTRACTOR SHALL SHOW A MINIMUM OF 5 YEARS EXPERIENCE ON SIMILAR PROJECTS AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ONLY A QUALIFIED PERSON ON THE NOZZLE WITH A MINIMUM OF THREE YEARS STRUCTURAL WET MIX SHOTCRETE EXPERIENCE AND POSSESSING WRITTEN DOCUMENTATION OF THAT EXPERIENCE SHALL APPLY WET MIX SHOTCRETE. THE WET MIX SHOTCRETE SUPERVISOR AND THE PERSON AT THE NOZZLE SHALL PROVIDE A RESUME APPROVED BY THE DEPARTMENT PRIOR TO PLACING. THE SUBCONTRACTOR WHO WILL PLACE THE SHOTCRETE SHALL SUPPLY A WRITTEN RESUME OF HIS/HER EXPERIENCE IN THE PLACING OF STRUCTURAL SHOTCRETE (OTHER THAN SWIMMING AND LOCATIONS OF PREVIOUS JOBS APPROVED BY THE DEPARTMENT. 4. THE MINIMUM SPACING OF THE REINFORCING STEEL SHALL BE SIX BAR DIAMETERS FOR WALLS WITH ONE CURTAIN OF STEEL. WHERE TWO CURTAINS OF STEEL ARE PROVIDED, THE CURTAIN NEAREST THE NOZZLE SHALL HAVE A MINIMUM SPACING OF 12 BAR DIAMETERS AND THE REMAINING CURTAIN SHALL HAVE A MINIMUM SPACING OF SIX BAR DIAMETERS, REINFORCING STEEL SHALL HAVE A MINIMUM SPACING OF THREE BAR DIAMETERS AT SPLICES. IN ALL CASES, THE MINIMUM CLEAR DISTANCE BETWEEN REINFORCING BARS (OTHER THAN MESH) SHALL BE 2 1/2". EXCEPTION: CONTACT SPLICES MAY BE USED FOR NO. 5 BARS AND SMALLER. 5. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR IS REQUIRED DURING PLACEMENT OF SHOTCRETE AND TAKING OF CORES. 6. PRODUCE A CONSTRUCTION TEST PANEL FOR EACH MIX AND EACH WORK DAY OR EVERY 50 CUBIC YARDS, WHICHEVER IS LESS. OBTAIN TEST SPECIMENS FROM EITHER A JOB SITE TEST PANEL PER ASTM C 1140 OR IN-PLACE SHOTCRETE PER ASTM C 42. GRADE CORES WITH REINFORCEMENT PER ACI 506.2 SECTION 1.7. TEST UNREINFORCED CORES PER ACI 506.2 SECTION 1.6 FOR CONFORMANCE TO CONCRETE COMPRESSIVE STRENGTH INDICATED. CORE LOCATIONS SHALL BE FREE OF VOIDS AND REBOUND. CORE LOCATIONS SHALL BE SELECTED BY THE SPECIAL INSPECTOR WITH APPROVAL BY THE ENGINEER OF RECORD. 7. DETAILS OF COLD JOINTS, INCLUDING SLOPE OF JOINTS, SHALL BE PLACED ON THE APPROVED PLANS AND BE APPROVED WITH THE SIGNATURE OF THE DESIGN ENGINEER. WHEN SHOOTING UP TO UNDERSIDE OF EXISTING CONCRETE, THE LAST TWO INCHES SHALL BE DRY PACKED OR AN APPROVED METHOD OF DRY PNEUMATIC CONCRETE USED. EXCEPTION: PROVIDED THE DETAIL OF THE JOINT IS SLOPED SO THAT THE CLOSURE OF THE COLD JOINT MADE WITH STRUCTURAL WET MIX SHOTCRETE DOES NOT SAG AWAY FROM THE UPPER SURFACE AND PROVIDED BOTH SIDES OF THE COLD JOINT HAVE TAKEN THEIR INITIAL SET, THE JOINT CLOSURE MAY BE MADE WITH STRUCTURAL WET MIX SHOTCRETE. 8. REINFORCING STEEL WILL BE SECURELY TIED IN PLACE IN A MANNER THAT PREVENTS ANY MOVEMENT DURING THE WET MIX SHOTCRETING. 9. THE HEIGHT OF A LAYER SHALL BE LIMITED TO NOT MORE THAN THREE FEET AND A SUCCEEDING LAYER SHALL NOT BE PLACED IN MORE THAN 30 MINUTES. NO SLOUGHING OR SAGGING SHALL BE PERMITTED. EXCEPTION: A ENGINEER OF RECORD MAY AUTHORIZE A SUCCEEDING LAYER TO BE PLACED IN MORE THAN 30 MINUTES. FOR SUCCEEDING LAYERS EXCEEDING 30 MINUTES, TAPER JOINT TO A THIN EDGE. CLEAN AND WET JOINT PRIOR TO APPLYING SUCCEEDING LAYER. NO SLOUGHING OR SAGGING SHALL BE PERMITTED. 10. THE MINIMUM SLUMP SHALL BE 1 1/2" AND THE MAXIMUM SHALL BE 2 1/2". SLUMP SHALL BE MEASURED AT THE POINT OF DISCHARGE FROM THE MIXER. 11. A CAPABLE NOZZLEPERSON'S HELPER WITH AN AIR BLOW PIPE SHALL BE PROVIDED TO ASSIST THE NOZZLE PERSON IN KEEPING ALL REBOUND BUILD-UP OUT OF THE WORK. 12. ADDITIONAL WORKERS MAY BE REQUIRED TO TAKE REBOUND FROM THE WORK IF THE REBOUND CANNOT BE REMOVED BY THE AIR BLOW PIPE. 13. SHOTCRETE PLACEMENT OVER EARTH: A. RIGID BACKING: PRIOR TO SHOTCRETE APPLICATION, PLACE RIGID OR OTHER APPROVED BACKING AGAINST EARTH WHERE THERE IS ANY LIKELYHOOD OF SOIL BEING DISLODGED IN SUFFICIENT QUANTITY TO DAMAGE SHOTCRETE. ALSO, PLACE BACKING WHERE VOIDS IN EMBANKMENT ARE TO BE BRIDGED. B. SLOUGHING EARTH: IF PREVIOUSLY PRESUMED SOLID EMBANKMENT SHOULD SLOUGH DIRT IN SUFFICIENT QUANTITY TO DAMAGE SHOTCRETE, DISCONTINUE SHOTCRETE PLACEMENT WORK IN THAT AREA UNTIL A RIGID BACKING IS INSTALLED AND CONTAMINATED SHOTCRETE IS REMOVED. 14. REMOVE LOOSE MATERIAL FROM SURFACE TO RECEIVE SHOTCRETE AND THOROUGHLY CLEAN AND WASH DOWN WITH WATER AND COMPRESSED AIR SURFACES. CONCRETE SURFACES SHALL BE THOROUGHLY WETTED PRIOR TO APPLICATION OF SHOTCRETE. 15. NO KEYWAYS OR EMBEDMENTS SHALL BE PLACED IN FRONT FACE THAT WILL INTERFERE WITH THE STREAM FROM THE NOZZLE. 16. THE CONTRACTOR SHALL PROVIDE A DESIGNATED LIAISON BETWEEN HIS/HER CREW, THE DEPUTY INSPECTOR AND THE BUILDING INSPECTOR. 17. THE SPECIAL INSPECTOR SHALL BE INTERVIEWED AND APPROVED BY DEPARTMENT REPRESENTATIVES PRIOR TO INSPECTING THE WORK AT THE JOBSITE, AND ONE DEPUTY SHALL BE ASSIGNED TO EACH NOZZLE. 18. REMOVE REBOUND AND DO NOT REUSE. CUT AWAY LAITANCE, SAGS, AND DEFECTS. STRUCTURAL CONCRETE 1. CONCRETE SHALL BE MIXED, PLACED AND CURED IN ACCORDANCE WITH ACI 318 AND ACI 301 LATEST EDITION, AND PROJECT SPECIFICATIONS. 2. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES, HOPPERS AND VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED SIX FEET. A SUFFICIENT NUMBER OF CHUTES OR TRUNKS SHALL BE USED TO ENSURE THE CONCRETE IS KEPT LEVEL AT ALL TIMES. 3. CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHENED BY REMOVING THE ENTIRE SURFACE TO EXPOSE CLEAN AGGREGATE SOLIDLY EMBEDDED IN THE MORTAR MATRIX. SEE PLANS AND DETAILS FOR LOCATION AND TYPE OF CONSTRUCTION JOINT. LOCATIONS OF ADDITIONAL CONSTRUCTION JOINTS NOT SHOWN ON THESE PLANS SHALL BE SUBMITTED FOR APPROVAL TO THE EOR PRIOR TO PLACING ANY CONCRETE. 4. STRUCTURAL CONCRETE SHALL MEET THE FOLLOWING DESIGN CRITERIA: 1.a. MAXIMUM AIR DRY UNIT WEIGHT OF LIGHTWEIGHT CONCRETE SHALL NOT EXCEED 110 PCF, UNLESS APPROVED BY EOR. 1.b. WHEN THE USE OF PLASTICIZER (ASTM C1017, TYPE I OR I) OR WATER REDUCER (ASTM C494, TYPE F OR G) IS USED, MAXIMUM SLUMP SHALL BE 4" PRIOR TO ADMIXTURE AND 8" INCLUDING ADMIXTURE AT THE POINT OF DELIVERY. IN THE ABSENCE OF PLASTICIZER AND WATER REDUCER, SLUMP AT THE POINT OF DELIVERY SHALL NOT EXCEED 4". 1.c. W/C RATIO INDICATES WATER TO CEMENTITIOUS MATERIALS RATIO. 1.d. FOR INTERIOR SLABS ON GRADE AND ALL OTHER SLABS RECEIVING ADHERED FLOORING FINISHES (I.E., GLUED, ETC.), THE MAXIMUM W/C RATIO SHALL NOT EXCEED 0.46. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE FINISHES SHALL BE COMPATIBLE WITH TILE AND ADHESIVES OR GROUTS IN ACCORDANCE WITH MANUFACTURER'S DATA AND BE APPROVED BEFORE USE. 1.e. SLABS ON GRADE, TOPPING SLABS, AND ELEVATED CONCRETE FLOORS SHALL HAVE A MAXIMUM SHRINKAGE RATE OF 0.04% AT 28 DAYS PER ASTM C 157 (CURING TEST SPECIMENS TO BE CONSISTENT WITH FIELD CONDITIONS), OR USING EMBEDDED VIBRATING WIRE STRAIN GAUGES. RESULTS OF TESTING SHALL BE SUBMITTED TO ENGINEER. LOCATION MAX W/C RATIO MAX AGGREGATE SIZE CONCRETE TYPE MIN. 28 DAY COMPRESSIVE STRENGTH SURGE TANK FLOOR / CEILING 4,500 PSI NWC 1" 0.45 COMPONENT FOOTINGS 4,500 PSI NWC 1 1/2" 0.45 SLAB ON GRADE 4,500 PSI NWC 1" 0.45 SHOTCRETE (SURGE TANK WALLS) 4,500 PSI NWC 3/8" - CONDITION COVER CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED AND EXPOSED TO EARTH OR WEATHER - #6 BARS AND LARGER 2" - #5 BARS AND SMALLER 1 1/2" UNEXPOSED RAISED SLABS AND WALL FACES (#11 BARS AND SMALLER) 3/4" UNEXPOSED COLUMNS AND BEAMS 1 1/2" STRUCTURAL SLABS ON GRADE - FROM BOTTOM OF SLAB 2" - FROM TOP OF SLAB 1 1/2" OTHER CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR #11 BARS AND SMALLER 3/4" REINFORCING STEEL 1. REINFORCING GRADES FOR CONCRETE OR MASONRY: A) ALL BARS EXCEPT THOSE TO BE WELDED....... ASTM A615, GRADE 60 B) ALL BARS TO BE WELDED .................... ASTM A706, GRADE 60 NOTE: ALL BARS SHALL BE DEFORMED. 2. MAINTAIN MINIMUM CONCRETE COVER FROM FACE OF CONCRETE TO EDGE OF ALL REINFORCEMENT AS FOLLOWS (UNO): PROVIDE THE LARGEST COVER REQUIRED FOR ALL APPLICABLE CONDITIONS. WHERE #3 STIRRUPS OR TIES ARE USED, ENSURE THAT THE COVER FOR LONGITUDINAL BARS IS ADEQUATE. 3. REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE". EACH REINFORCING BAR SHALL BE WIRED TO A CROSS BAR AT A MAXIMUM SPACING OF 24"OC. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING IN POSITIONS SHOWN ON THE PLANS. DO NOT USE WOOD OR BRICK TO SUPPORT REINFORCING. 4. SPLICES IN CONTINUOUS REINFORCEMENT AS USED IN WALLS, WALL FOOTINGS, ETC., SHALL HAVE A CLASS "B" LAP (1'-6" MIN) AND THE SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5'-0" APART. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED TOGETHER AT SPLICES OR LAPS EXCEPT FOR TOP REINFORCING OF BEAMS AND SLABS OR WHERE SPECIFICALLY DETAILED TO BE SEPARATED. WELDED WIRE FABRIC SHALL BE LAPPED 12" MINIMUM. 5. ALL DOWELS, ANCHOR BOLTS AND OTHER HARDWARE TO BE SET IN CONCRETE SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. NO WET SETTING, STABBING, RODDING OR OTHER MOVEMENT OF EMBEDDED ITEMS SHALL BE PERFORMED DURING PLACEMENT OF CONCRETE.. GENERAL 1. REFER TO THE TYPICAL DETAIL SHEETS FOR TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR SHOWN OTHERWISE. WHERE CONDITIONS REQUIRE MODIFICATIONS OF A TYPICAL DETAIL, THE CONTRACTOR SHALL SUBMIT MODIFIED DETAIL FOR APPROVAL BY THE ENGINEER OF RECORD PRIOR TO FABRICATION AND INSTALLATION. DETAILS OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS THOSE SHOWN FOR SIMILAR CONSTRUCTION. 2. CONTRACTOR SHALL CONSIDER THE PROJECT SPECIFICATIONS A PART OF THE CONTRACT DOCUMENTS. WHERE INFORMATION IS CONFLICTING, SPECIFIC DETAILS SHALL GOVERN OVER TYPICAL DETAILS WHICH SHALL GOVERN OVER THESE NOTES WHICH SHALL GOVERN OVER SPECIFICATIONS. 3. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ARCHITECT (ARCH) OR ENGINEER OF RECORD (EOR). ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. DIMENSIONS ARE TO THE FACE OF STUDS, AND TO CENTERLINE OF COLUMNS UNO. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE EOR OF ANY CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND OTHER DRAWINGS; OR EXISTING CONDITIONS NOT SHOWN OR DIFFERENT FROM THOSE SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE SCOPE THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES. 5. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION. 6. SUBSTITUTION REQUESTS FOR MATERIALS SPECIFIED ON THE STRUCTURAL DRAWINGS MAY BE CONSIDERED WITH MATERIALS HAVING EQUIVALENT OR GREATER CAPACITY AND PERFORMANCE. CURRENT EVALUATION REPORTS AND PRODUCT INFORMATION SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER DEMONSTRATING THE REQUIRED CAPACITY AND PERFORMANCE OF THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL FROM THE EOR SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL SPECIFIED ON THE STRUCTURAL DOCUMENTS. NOTES 1. SEE BUILDING CODE AND ACI LATEST VERSION FOR ALL REQUIREMENTS NOT NOTED. 2. "TOP" BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW BARS. ALL OTHER BARS ARE "BOTT" BARS. 3. WHERE REQUIRED LS CANNOT BE OBTAINED WITH STRAIGHT BARS, EXTEND REINFORCING AS FAR AS POSSIBLE (LDH MINIMUM) AND PROVIDE STANDARD HOOK, WHERE LDH CANNOT BE OBTAINED, CONSULT SEOR. 4. VALUES SHOWN ARE FOR GRADE 60 (FY=60 KSI) REINFORCEMENT. 5. SPLICE LENGTHS SHOWN ARE FOR CLEAR SPACING NOT LESS THAN 2DB, CONCRETE COVER NOT LESS THAN DB. 6. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED IN TENSION, SPLICE LENGTH SHALL BE THE LARGER OF: LD OF THE LARGER BAR AND LS OF THE SMALLER BAR. SCALE: NOT TO SCALE REINFORCEMENT DETAILS AND DEVELOPMENT LENGTHS E6. BEND REINFORCING BARS COLD. 7. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. 8. DOWELS BETWEEN FOOTING AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE MAIN REINFORCING UNO. 9. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN PLACE INSPECTION IS MADE. 10. CHAIRS OR SPACERS FOR REINFORCING SHALL BE PLASTIC WHEN RESTING ON EXPOSED SURFACES. 11. WHERE LONGITUDINAL REINFORCING BARS ARE PLACED IN 2 OR MORE LAYERS, BARS IN THE UPPER LAYERS SHALL BE PLACED DIRECTLY ABOVE BARS IN THE BOTTOM LAYER. 12. ALL BENDS WITHIN STIRRUPS, HOOPS, AND CROSS-TIES SHALL ENGAGE A LONGITUDINAL BAR. PROVIDE #4 SPACER BAR WHERE A LONGITUDINAL BAR IS NOT SPECIFICALLY DETAILED. 13. WELDING OF REINFORCING BARS SHALL BE PERFORMED PER AMERICAN WELDING SOCIETY (AWS) D1.4 USING E90XX ELECTRODES FOR A615 REINFORCING AND E80XX ELECTRODES FOR A706 REINFORCING. 1.f. SEE ACI 318 FOR ADDITIONAL REQUIREMENTS REGARDING MAXIMUM AGGREGATE SIZE. 1.g. AGGREGATE GRADATION OF 3/8" MAXIMUM (PEA GRAVEL) SHALL NOT BE USED WHERE FINISHED CONCRETE SURFACE IS EXPOSED TO VIEW. 5. CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF THE BUILDING CODE, AND SPECIFICATIONS. ALL CONCRETE MIXES SHALL BE DESIGNED PER ACI 318 SECTION 5.2 BY A RECOGNIZED TESTING LAB STAMPED AND SIGNED BY A LICENSED CALIFORNIA CIVIL ENGINEER AND SUBMITTED TO THE EOR FOR REVIEW PRIOR TO CONCRETE PLACEMENT. STRUCTURAL CONCRETE MIXES SHALL CONSIST OF 5 SACK MINIMUM UNO. 6. AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33 (HARDROCK). AGGREGATES IN LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C-330. 7. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND THE EOR. 8. PORTLAND CEMENT SHALL BE TYPE V AND SHALL CONFORM TO ASTM C150, LOW ALKALI. MILL TESTS WITH CERTIFICATES OF COMPLIANCE SHALL BE SUBMITTED. 9. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS F MAY BE USED AS A PARTIAL SUBSTITUTION FOR PORTLAND CEMENT UP TO A MAXIMUM OF 25% TOTAL CEMENTITIOUS MATERIALS BY WEIGHT IF THE MIX DESIGN IS PROPORTIONED BY FIELD EXPERIENCE OR TRIAL MIXTURES. 10. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94. 11. LEAN CONCRETE, WHERE SPECIFICALLY INDICATED, SHALL CONTAIN 2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. 12. DRYPACK OR NONSHRINK GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI, AND CONSIST OF MASTERFLOW 713, EUCON NS GROUT, SIKA GROUT 212, OR APPROVED EQUAL. FOR THICK GROUT LAYERS FOLLOW MANUFACTURER'S GUIDELINES TO ATTAIN THE REQUIRED STRENGTH, WHICH MAY INCLUDE THE ADDITION OF PEA GRAVEL. FOR BASE PLATES LARGER THAN 6 SQUARE FEET, USE HI-FLOW GROUT OR MASTERFLOW 928. 13. DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER USED IN MIX SHALL BE CLEAN AND POTABLE. 14. PRIOR TO ERECTING ANY ELEMENTS THAT LOAD THE FOUNDATION, CONCRETE MUST REACH AN UNCONFINED COMPRESSION STRENGTH OF 2000 PSI MINIMUM AS DETERMINED BY TESTING OR PREVIOUSLY DOCUMENTED DATA FOR THE MIX DESIGN USED UNDER SIMILAR CONDITIONS, AND MUST BE ALLOWED TO CURE FOR A MINIMUM OF 3 DAYS. 15. MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS OTHERWISE ACCEPTED BY EOR. 16. SEE ARCHITECTURAL DRAWINGS FOR WALL OPENINGS, WALL OFFSETS, CHAMFERS, KERFS, DRIPS AND FOR EXTENT OF DEPRESSIONS, RAMPS, ETC. 17. PROVIDE SLEEVES FOR ALL PIPES THROUGH CONCRETE WALLS AND FOOTINGS WHERE SHOWN ON THESE DRAWINGS. CORING IS NOT PERMITTED WITHOUT PRIOR APPROVAL BY THE EOR. 18. EXPOSED CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH 3/4" CHAMFER OR 1/2" RADIUS TOOLED EDGE, UNO. MASONRY 1. CONCRETE MASONRY UNITS (HOLLOW UNITS) SHALL BE GRADE "N", MEDIUM WEIGHT, GRADE N, CONFORMING TO ASTM C-90 AND CBC STANDARD. (f'm = 2000 PSI). REFER TO ARCHITECTURAL FOR TYPE, PATTERN AND JOINT DETAILS. ALL UNITS BELOW ROUGH GRADE OR IN CONTACT WITH SOIL SHALL BE NORMAL WEIGHT. SLUMPED BLOCK UNITS SHALL BE GRADE "N", CONFORMING TO ASTM C-90. (f'm = 2000 PSI) 2. GROUT SHALL BE COARSE GROUT (PEA GRAVEL) WITH COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS . GROUT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C476. MAXIMUM DENSITY SHALL BE 140 PCF. GROUT SHALL CONSIST OF 1 PART CEMENT, TO NOT MORE THAN 3 PARTS SAND AND NOT LESS THAN 1 PART NOR MORE THAN 2 PARTS PEA GRAVEL BASED ON DRY LOOSE VOLUMES. APPROVED ADMIXTURES MAY BE ADDED TO GROUT MIX. 3. CEMENT MORTAR SHALL BE 2000 PSI IN 28 DAYS. TYPE "S" OR "M" AND CONFORMING TO ASTM C270. 4. ALL CELLS SHALL BE GROUTED SOLID UNLESS SO SPECIFIED ON THE PLANS. HOLD TOP OF EACH GROUT 2" DOWN BELOW TOP OF BLOCK. WHERE REINFORCING OCCURS IN OR ADJACENT TO MORTAR JOINTS, THE CELLS ON EACH SIDE SHALL BE FULLY GROUTED. PROVIDE CLEAN OUT OPENINGS AT THE BOTTOM OF THE LIFT IN EVERY CELL TO BE FILLED FOR GROUTING LIFTS EXCEEDING FIVE FEET. LIFT NOT TO EXCEED 8'-0". CONFORM TO HIGH LIFT GROUTING PROCEDURES PER CODE. 5. MASONRY UNITS SHALL BE LAID IN RUNNING BOND WITH CELLS PLACED IN VERTICAL ALIGNMENT. 6. VERTICAL AND HORIZONTAL REINFORCING, TIES AND EMBEDDED ITEMS SHALL BE IN PLACE PRIOR TO GROUTING EXCEPT AS NOTED ON PLANS. VERTICAL AND HORIZONTAL REINFORCING LAP SPLICE SHALL BE 48 BAR DIAMETERS, BUT NOT LESS THAN 12" UNLESS NOTED ON PLANS. USE POSITIONERS TO HOLD VERTICAL REINFORCING IN PLACE. SPACING OF POSITIONERS SHALL NOT EXCEED 200 BAR DIAMETERS OR 10 FEET & LOCATED 8" MAX. ABOVE TOP OF GROUT LIFT. 7. PROVIDE MASONRY PRISM TESTING IN ACCORDANCE WITH CBC STANDARDS AS REQUIRED.

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LAP PER
SCHED TYP 2" CLR TYP LAP PER SCHED TYP INTERRUPTED VERT REINF WHERE OPNG OR EMBED IS LARGER THAN REINF BAY SEE PLAN FOR ACTUAL REINF

LAP PER
SCHED TYP 2" CLR TYP LAP PER SCHED TYP
MAX DIM TYP #4 x 1'-6" WHERE BAR IS INTERRUPTED (HORIZ ORVERT) DUE TO OPNG OR EMBED, PROVIDE ADDL BAR ADJACENT TO OPNG NOTE: MAXIMUM DIMENSION OF OPENING NOT TO EXCEED 14 INCHES SCALE: TYPICAL REINFORCING AT EMBEDDED ITEMS NOT TO SCALE B (2) #5 ADDIT. @ OPENING#5 @ 12" O.C.E.W. VERT. CENTERED (TYP. ALL WALLS) 8" 12'-0" 8" 8" 8" 31" LAP TYP. PER DETAIL 4 THIS PAGE
10" 6'-6" 8" 12'-0" 8"2'-0" PLAN VIEW SECTION "A" #5 @ 12" O.C.E.W. HORZ. AND VERT. CENTERED (TYP. ALL WALLS) 12'-0" A A 31" LAP TYP. PER DETAIL 4 THIS PAGE 2" CLR.MIN.

TYPICAL
(2) #5 ADDIT. @ OPENING 13'-4"
9'-4" 4" 4" 4" 4" 4" 4"
EQ. EQ.
8'-0" 8" 8" #5 @ 12" O.C.E.W. VERT. CENTERED (TYP. ALL WALLS) #5 @ 12" O.C.E.W. HORZ. AND VERT. CENTERED (TYP. ALL WALLS) CC 8" 8" 3'-4" 8" 4' X 4' HATCH AND LADDER
11" #5 @ 12" O.C.E.W. CENTERED CONTRACTOR TO INSTALL WATERSTOP AT ALL KEYWAYS, PER SIKA SWELL STOP RX-102 (3/4" X 3/8") NOTE: CONTRACTOR TO OMIT ALL KEYWAYS AND WATERSTOPS IF SHOTCRETE CONSTRUCTION METHOD IS USED TO CONSTRUCT THE SURGE TANK FLOOR AND WALLS OR JUST FLOOR PENETRATION SCHEDULE (P-#) 1. 6" GRAVITY RETURN PENETRATION AT WALL 2. 4" FILTER SUCTION PENETRATION AT WALL 3. 4" DISPLAY SUCTION PENETRATION AT WALL 4. 3" BYPASS PENETRATION AT CEILING 5. 3" FILTER RETURN PENETRATION AT CEILING 7. 1" POTABLE FILL PENETRATION AT CEILING 8. 1" FLOAT VALVE CONDUIT AT CEILING NOTE: ALL PENETRATIONS ARE PVC OR FIBERGLASS WATERSTOPS 4'-0" 4'-0" 8" 7'-4" P-1 P-2 P-3 SECTION "B" B B WATERPROOFING DASHED LINE INDICATES WATERPROOF COATING (2 LAYERS) ON ALL SURFACES PER XYPEX CONCENTRATE PER MANUFACTURER'S REQUIREMENTS P-4 P-7 8" 7'-6" P-5 10"
TYP. 4" TYP. SECTION "C"
6'-6" #5 @ 12" O.C.E.W. HORZ. AND VERT. CENTERED (TYP. ALL WALLS) 2" CLR.

MIN. TYPICAL #5 @ 12" O.C.E.W. EACH WAY CONTRACTOR TO INSTALL WATERSTOP AT ALL KEYWAYS, PER SIKA SWELL STOP RX-102 (3/4" X 3/8") NOTE: CONTRACTOR TO OMIT ALL KEYWAYS AND WATERSTOPS IF SHOTCRETE CONSTRUCTION METHOD IS USED TO CONSTRUCT THE SURGE TANK FLOOR AND WALLS OR JUST FLOOR 31" LAP TYP. WATERPROOFING DASHED LINE INDICATES WATERPROOF COATING (2 LAYERS) ON ALL SURFACES PER XYPEX CONCENTRATE PER MANUFACTURER'S REQUIREMENTS #5 @ 12" O.C.E.W. HORZ. AND VERT. CENTERED (TYP. ALL WALLS) 31" LAP TYP. PER DETAIL 4 THIS PAGE 2" CLR.MIN.

TYPICAL 4" 4" 4" 4"
EQ. EQ. #5 @ 12" O.C.E.W. HORZ. AND VERT. CENTERED (TYP. ALL WALLS) 10"
6'-6" #5 @ 12" O.C.E.W. CENTERED8" WATERPROOFING DASHED LINE INDICATES WATERPROOF COATING (2 LAYERS) ON ALL SURFACES PER XYPEX CONCENTRATE PER MANUFACTURER'S REQUIREMENTS 7'-2" 1'-2" 4" 4" 4" TYP. 4" 4"
2'-0" P-6 P-3 P-4 P-5 P-1 P-2 7'-4" 8" 12'-0" 8" 13'-4" P-6 P-3 P-7 11" #5 @ 12" O.C.E.W. CENTERED #5 @ 12" O.C.E.W. CENTERED

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SPRAY GROUND FOOTINGS PLAN SCALE: 1/4" = 1'-0"
X W.F. CONTRACTOR: ISSUE / REVISION: DATE: SHEET NUMBER: SHEET TITLE: PROJECT: ENGINEERING STAMP: ISSUED 100% CD'S 07/01/2024 D:\DEC\3_WON DESIGN\22077_D_North Shafter Community Park SP\2_Engineering\Engineering\22077-10\sheets\22077 SP-8.02.dwg Xrefs: 24 x 36 caw tb.dwg; splashpad base.dwg; sp100 and sp102 base.dwg; Z-SITE PLAN.dwg; 230037-BASE-RELEASED_update 2023-04-13.dwg; 2023-08-31 NorthShafterCA_2D.dwg; ACAD-230037-TO-RELEASE-Model.dwg; Equipment North Shafter.dwg; 2.0 X-NORTH SHAFTER.dwg; North Park North Shafter Park Site.dwg - Tab: SP-8.02 - by kdesjarlais on 07/01/24 at 11:52:59 AM 23311 E. La Palma Ave. Yorba Linda, CA 92887 Tel: (949) 528-0900 Fax: (949) 528-0910 www.californiawaters.com CALIFO WATE
SP-8.02 STRUCTURAL PLAN
D SCALE: 1 1/2" = 1'-0" SPRAY GROUND DECK REINFORCING #4 BAR @ 12" O.C. EACH WAY 3" 3" 6" THICK SPLASHPAD DECK FINISH TO BE 4000 PSI CONCRETE WITH NON-SLIP, #5 TOP CAST FINISH (SEE LANDSCAPE ARCHITECT PLANS) COMPACTED SUBGRADE AND BASE PER GEOTECHNICAL REPORT 3" 3"
24"
1 1
1 1
3" CLR. 3" CLR. TYP.
2" CLR.
(4) #5 VERTICAL(3) #3 CIRCULAR TIES @ 3" O.C. #4 BAR @ 12" O.C. EACH WAY #3 CIRCULAR TIES @ 9" O.C. ±10" FLUSH TO GRADE 24" Ø X 14" DEEP FOOTING (1ST POUR) FLUSH TO GRADE 14" ±24" #4 BAR @ 12" O.C. EACH WAY SPRAY GROUND DECK (2ND POUR) 2"
CLR.
1 1
3" CLR. LAP SPLICE PER DETAIL E ON SHEET SP-8.00 #4 BAR @ 12" O.C. EACH WAY 8" 8"
1 1 25" MIN. TYP.

C SCALE: 1" = 1'-0" PUMP ANCHORAGE / HOUSE KEEPING PAD SET #3 @ 12" O.C. WITH HILTI HIT HY-200 EPOXY SYSTEM, WITH 4" EMBEDMENT (ESR 3187) SLAB ON GRADE OR STRUCTURAL FLOOR SLAB SIZE PER EQUIPMENT 4"
MIN.
4" 3/4" CHAMFER NOTES: 1. CONCRETE SHALL BE 4,000 PSI @ 28 DAYS 2. REINFORCING SHALL BE ASTM GRADE 40 LAP SPLICE PER DETAIL E ON SHEET SP-8.0025" MIN.\X TYP. 3"
E SCALE: NOT TO SCALE SPRAY GROUND COMPONENT FOOTING - PLAY PHASE BASE 24" Ø X 24" DEEP FOOTING 3" 3"
24"
1 1
1 1
3" CLR. 3" CLR. TYP.
2" CLR.
(4) #5 VERTICAL(3) #3 CIRCULAR TIES @ 3" O.C. #4 BAR @ 12" O.C. EACH WAY #3 CIRCULAR TIES @ 9" O.C. ±10" FLUSH TO GRADE 25" MIN. TYP.

B SCALE: NOT TO SCALE MAIN DRAIN FOOTING 24" Ø X 14" DEEP FOOTING (1ST POUR) FLUSH TO GRADE 14" ±24" #4 BAR @ 12" O.C. EACH WAY SPRAY GROUND DECK (2ND POUR) 2"
CLR.
1 1
3" CLR. LAP SPLICE PER DETAIL E ON SHEET SP-8.00 #4 BAR @ 12" O.C. EACH WAY B SCALE: NOT TO SCALE MAIN DRAIN FOOTING
A SCALE: NOT TO SCALE SPRAY GROUND COMPONENT FOOTING - FLUSH COMPONENTS 18" Ø X 12" DEEP FOOTING 3" 3"
12"
1 1
1 1
3" CLR.3" CLR. TYP.
2" CLR.
(4) #5 VERTICAL(3) #3 CIRCULAR TIES @ 3" O.C. #4 BAR @ 12" O.C. EACH WAY #3 CIRCULAR TIES @ 9" O.C. ±14" FLUSH TO GRADE LAP SPLICE PER DETAIL E ON SHEET SP-8.0025" MIN.\X TYP. 8 3
4 6
713 12
5 9 10 11
1 2

Page 183 of 395 ends

3D PERSPECTIVE ENTRY AREA BY OTHERS CULVERT LA HIGH WALL ROLL-IN SK1.0 QUARTERPIPE EXTENSION ROLLOVER FLAT BANK CANTILEVERED GRIND LEDGE QUARTERPIPE QUARTERPIPE ROLL-IN QUARTERPIPE RADIUS WEDGE TO SLAPPY LEDGE RADIUS WEDGE RADIUS WEDGE These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263

PRELIMINARY SHADE STRUCTURE BY OTHERS

Page 184 of 395 ends

3D PERSPECTIVE SK1.1 These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263

PRELIMINARY

Page 185 of 395 ends

SYMBOL DESCRIPTION QTY DETAIL EXPANSION JOINT 89 LF 5/SK8.0 COLD JOINT OR KEY JOINT 294 LF 7/SK8.0 SAWCUT JOINT 322 LF 6/SK8.0 TURNDOWN EDGE AT FINISH SURFACE 77 LF 3/SK8.0 SC OR CJ - FIELD DETERMINED 62 LF H-01 H-02 H-03 H-04 H-05 JOINTING SCHEDULE SYMBOL DESCRIPTION DETAIL 5" THICK CONCRETE FLATWORK QUARTERPIPE 12/SK8.0 QUARTERPIPE EXTENSION 14/SK8.0 RADIUS WEDGE 13/SK8.0 LA HIGH WALL 2/SK8.1 CANTILEVERED GRIND LEDGE 3/SK8.1 ROLL-IN 4/SK8.1 ROLLOVER 1/SK8.1 FLAT BANK 5/SK8.1 RADIUS WEDGE TO SLAPPY LEDGE 6/SK8.1 CULVERT 7/SK8.1 SP-01 SP-02 SP-03 SP-04 SP-05 SP-06 SP-07 SP-08 SP-09 SP-10 SP-11 INFORMATION SCHEDULE EJ CJ-KJ SC-CJ SECTION B, E, I ADKHCJLFG1, G2 EJ EJ CJ-KJ
CJ-KJ
CJ-KJ

CJ-KJ CJ-KJ CJ-KJ
CJ-KJ
CJ-KJ
CJ-KJ
EJ EJ

CJ-KJ CJ-KJ CJ-KJ CJ-KJ CJ-KJ EJ EJ EJ EJ EJ EJ EJ EJ

CJ-KJ CJ-KJ CJ-KJ

CJ-KJ CJ-KJ CJ-KJ CJ-KJ CJ-KJ
CJ-KJ
CJ-KJ

CJ-KJ CJ-KJ

CJ-KJ CJ-KJ SC-CJ SC-CJ SC-CJ
SC-CJ

CJ-KJ CJ-KJ CJ-KJ CJ-KJ
CJ-KJ CJ-KJ CJ-KJ CJ-KJ SC-CJ SC-CJ SP-01 SP-01 SP-01 SP-01 SP-01 SP-02 SP-02 SP-02 SP-02 SP-02 SP-02 SP-03 SP-04 SP-04 SP-05 SP-02 SP-02 SP-07 SP-07 SP-08 SP-09 SP-10 SP-11 SP-10 SP-06 SC-CJ SC-CJ SC-CJ
INFORMATION PLAN SK2.0 N O R T H 0Scale: 3/16" = 1'-0" 1' 5' 10' These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
PRELIMINARY SPECIAL INSPECTIONS REQUIRED BY CITY OF SHAFTER BUILDING DEPT. (IF APPLICABLE). NOTE, ALL COSTS ASSOCIATED WITH THE INSPECTIONS TO BE COVERED BY THE CITY: 1. COMPACTION (NOT APPLICABLE ON THIS PROJECT) 2. REINFORCING STEEL PRIOR TO CONCRETE PLACEMENT 3. WELDING 4. CONCRETE 4.1. CYLINDERS FOR COMPRESSIVE STRENGTH TESTING 4.2. DEPUTY INSPECTOR FOR CONCRETE OVER 2500 PSI 4.3. DEPUTY INSPECTOR SHOTCRETE 4.3.1. POST INSTALLED ANCHORS/EPOXY GENERAL NOTES: 1. SEE SHEET SK3.0 FOR COLOR PLAN. 2. THE SLAB CONFIGURATION, NOTES, LOCATION OF EXPANSION JOINTS, COLD JOINTS, SAW CUTS, DETAIL REFERENCES, AND APPLICABLE DETAILS HAVE BEEN INCLUDED FOR CLARITY. JOINTS AND DETAILS SHOWN ARE FOR THE SKATEPARK ONLY. REFER TO THE LANDSCAPE PLANS FOR SCOPES BEYOND THE SKATEPARK. 3. SUGGESTED ORDER OF CONSTRUCTION FOR CONCRETE ELEMENTS WITHIN THE SKATEPARK FOOTPRINT: A. SUBSURFACE DRAINAGE B. SUBGRADE PREP - GRADE, MOISTURE CONDITION, AND COMPACT SKATEPARK FOOTPRINT TO +/- .1' OF SPECIFIED SUBGRADE ELEVATIONS. C. FINE GRADING D. LEDGES AND MANUAL PADS E. BANKS AND TRANSITIONS F. GRIND RAIL FOOTING INSTALLATION G. FLOOR SLAB/FLATWORK 4. ALL EXPOSED CONCRETE AND SHOTCRETE SURFACES TO BE NATURAL GRAY IN COLOR WITH HARD STEEL TROWEL FINISH UNLESS OTHERWISE SPECIFIED. JOINTING NOTES: 1. JOINTING LAYOUT PLAN HAS BEEN DEVELOPED TO PROVIDE GUIDANCE TO THE CONTRACTOR FOR THE USE OF SAWCUTS, COLD + EXPANSION JOINTS. ACTUAL FIELD VARIANCES MAY BE NECESSARY AND WILL TAKE PRECEDENCE OVER THIS GUIDE. A CONTRACTOR SHALL CUT/JOINT CONCRETE AS NEEDED TO HELP MINIMIZE CRACKING AND ENHANCE SKATEABILITY. 2. ALIGN SAWCUTS WITH EXPANSION AND COLD JOINTS AND START FROM CORNERS WHERE POSSIBLE TO HELP MINIMIZE CRACKING. SAWCUTS SHOULD BE APPROXIMATELY 10'x12' AND/OR APPROXIMATELY 120 SQUARE FEET WITH ROUGHLY A 2:1 ASPECT RATIO BETWEEN SAWCUTS AND COLD OR EXPANSION JOINTS. 3. ALL HORIZONTAL SAWCUTS TO BE FILLED WITH SELF-LEVELING POLYURETHANE BASE ELASTOMERIC SEALANT AND TOOLED FLAT. EXPANSION JOINTS AND VERTICAL SAWCUTS TO BE FILLED WITH POLYURETHANE BASED NONSAGGING ELASTOMERIC SEALANT AND TOOLED FLAT. COLOR OF JOINT SEALANT SHOULD RESEMBLE NATURAL COLOR OF CONCRETE (ALUMINUM GRAY / LIMESTONE, OR SIMILAR) 4. ALL JOINTS TO BE FILLED WITH SEALANT, SEE TYPICAL DETAILS FOR MORE INFORMATION.

Page 186 of 395 ends

SYMBOL DESCRIPTION QTY COLORED CAST-IN-PLACE CONCRETE TO BE 'PALOMINO' BY EA 1,000 SF PIGMENTS OR APPROVED EQUAL COLORED CAST-IN-PLACE CONCRETE TO BE 'LET'S ROLL 794 SF CHARCOAL' BY EA PIGMENTS OR APPROVED EQUAL COLORED CAST-IN-PLACE CONCRETE TO BE BRICK STAMPED 55 SF 'LET'S ROLL CHARCOAL' BY EA PIGMENTS OR APPROVED EQUAL ALL OTHER CAST-IN-PLACE CONCRETE TO BE NATURAL GRAY C-01 C-02 C-03 C-04 COLOR SCHEDULE C-03 C-01 C-01 C-01 C-01 C-02 C-02 C-02 C-02 C-02 C-02 C-01 C-02 C-04 C-04 C-04 C-04 C-04 COLOR NOTES: 1. CONCRETE COLOR AVAILABLE FROM EA PIGMENTS 1-888-222-7501, OR APPROVED EQUAL. 2. FINISH: ALL EXPOSED CONCRETE SURFACES ARE TO BE HARD STEEL TROWEL FINISH UNLESS OTHERWISE NOTED. TROWEL UNTIL ALL VISIBLE PORES ARE CLOSED. CEASE TROWELING BEFORE SURFACE BECOMES GLOSSY. DO NOT BROOM FINISH AND DO NOT TROWEL BURN SURFACE. 3. REFER TO STEEL PLAN ON SHEET SK6.0 FOR STEEL FINISH.

COLOR PLAN SK3.0 These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
PRELIMINARY N O R T H 0Scale: 3/16" = 1'-0" 1' 5' 10'

Page 187 of 395 ends

112'-0"
36'-0" 1'-8"2'-0" 6'-1112" 10'-0" 7'-0" 6'-13 4"
11'-6"
7'-0" 22'-0" 8'-55 8"7'-0"
24'-6" 4'-0" 10'-0" 6'-73 8" 7'-0" 6'-13 4" 8'-55 8" 7'-0" 9'-0" 4'-0" 9'-0" 7'-0" 16'-15 8" 11'-6" 16'-15 8" 15'-0" 11'-0" 36'-0" 6'-73 8" 5'-0" 8'-83 8" 10'-0" 1'-35 8" 17'-23 8" 4'-65 8" 45'-25 8" R8'-1014" R412" 7'-0" 6'-73 8" 15'-0"
22'-0" 718" 18'-1118" 11'-0" 4'-103 4" 812" 5'-714" 45° 23'-018" 6'-73 8" 4'-0" 43'-918 21'-7 " 3 8" 26'-0" 7'-73 4" 8'-27 8" 4'-45 8"
10'-75 8"
10'-75 8"
2'-33 4" 14'-67 8" 2'-1" 9'-97 8" 17'-93 4"
11'-6" 24'-6" 59'-13 4" 10'-73 8" 10'-73 8" 135° 42'-27 8" 20'-0"
4'-103 4" 812"
LAYOUT PLAN **ALL COLD JOINTS AT THE BOTTOM OF ALL RADIUS TRANSITIONS & RADIUS BANKS SHALL BE LOCATED 8" MAX. FROM THE POINT OF TANGENCY. SEE TYPICAL DETAILS FOR CLARIFICATION. CONSTRUCTION NOTES: 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES. 2. ALL FORMS AND ALIGNMENTS OF PAVING, LAYOUT, AND SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 24 HOURS NOTICE) 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL PUBLIC IMPROVEMENTS, INCLUDING UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL REPAIR AND/OR REPLACE IN-KIND ALL PUBLIC IMPROVEMENTS DAMAGED, BROKEN, OR REMOVED DURING CONSTRUCTION 4. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS (UNLESS OTHERWISE NOTED). 5. ALL REBAR CROSSINGS TO BE TIED. 6. ALL CONSTRUCTION TO BE PLUMB AND TRUE, UNLESS OTHERWISE NOTED OR INDICATED. 7. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE SKATE PARK DESIGNER, OWNER/BUILDER OR OWNER'S REPRESENTATIVE. 8. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS AND FOR SAFETY CONDITIONS AT THE WORK SITE. 9. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC.. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 10. OBSERVATION VISITS TO THE JOB SITE BY THE SKATE PARK DESIGNER OR OWNER, DO NOT INCLUDE INSPECTION OF CONSTRUCTION PROCEDURES. THE VISIT SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 11. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE MATERIALS. 12. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED CONSTRUCTION PRODUCT. THESE DOCUMENTS, ALTHOUGH PREPARED WITH CARE AND DILIGENCE, MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE SKATE PARK DESIGNER IMMEDIATELY UPON ANY SUCH DISCOVERY OR DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. 13. ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS AND DETAILS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SITE DIMENSIONS PRIOR TO PROCEEDING WITH WORK AND CLARIFY WITH SKATE PARK DESIGNER, OWNER IF NECESSARY. 14. DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE SKATE PARK DESIGNER. 15. SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE CLARIFICATION OF DESIGN CONCEPT DETAILS & SUBSTITUTIONS. 16. DURING WORK AND THROUGH ITS COMPLETION, THE CONTRACTOR SHALL KEEP THE SITE CLEAN TO THE SATISFACTION OF THE OWNER. 17. FINAL MATERIAL, FINISHES AND COLOR SHALL BE APPROVED BY OWNER AND SKATE PARK DESIGNER PRIOR TO INSTALLATION. 18. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS. 19. REFER TO SPECIFICATIONS FOR ANY ADDITIONAL INFORMATION. SK4.0 These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
PRELIMINARY N O R T H 0Scale: 3/16" = 1'-0" 1' 5' 10'

Page 188 of 395 ends

+0 +0 +0 +0 +3 +4 +4 +4 +4 +4 +4 +5 +2 +2 +2 +1 +1 +3 +0 +0 +1 +2 +1 +2 +4 +3 +2 +1 +0 +4 +3 +2 +1 +0 +0 +1 +2 +3 +0 +1 +2 +3 344.50 344.50 344.40 FS 344.26 FS 344.20 FS 344.06 FS 343.96 FS 343.76 FG 343.96 FS 343.76 FG 343.96 FS 343.76 FG 344.40 FS 344.30 FS344.30 FS 343.96 FS 343.76 FG 345.50 TL 344.50 FS 344.30 FG 345.50 TL 344.50 FS 344.30 FG 344.50 FS 344.30 FG

1.5%

1.5%
1% 346.40 FS 346.33 FS 346.13 FG 346.40 FS 346.33 FS 346.13 FG 344.36 FS 344.12 FS 344.12 FS 344.00 FS 344.00 FS 348.40 FS 1% 1% 348.36 FS 348.16 FG 348.40 FS 348.40 FS 348.20 FG 348.36 FS 348.16 FG 348.36 FS 348.16 FG 348.36 FS 348.16 FG 348.40 TL 346.06 FS 346.06 FS 345.96 FS 345.76 FG 345.96 FS 345.76 FG 344.39 FS 344.06 FS 343.96 FS 343.76 FG

1.5% 344.32 FS 349.50 FS 348.12 FG 349.50 TL 348.31 FS 348.32 FS 348.32 FS 348.12 FG 348.28 FS 348.08 FG 348.28 FS 348.08 FG 1% 348.40 TL 346.40 FS 348.40 TL 348.40 TL 348.40 TL 346.06 FS 349.50 TL 348.30 FS 348.10 FG 349.50 TL 348.30 FS 347.36 FS 345.00 FS 347.00 FS 347.00 FS 346.99 FS 346.79 FG 346.99 FS 346.79 FG 344.50 FS 344.30 FG 344.50 FS 344.30 FG GRADING +
DRAINAGE PLAN GRADING LEGEND: BS BOTTOM OF STEP FG FINISH GRADE FS FINISH SURFACE HP HIGH POINT INV INVERT ELEVATION (MAY CHANGE IN FIELD) PA PLANTING AREA TD TOP OF DRAIN TL TOP OF LEDGE TP TOP OF PAD TR TOP OF RAIL TS TOP OF STEP EXISTING ELEVATION (VERIFY IN FIELD) GRADING NOTES 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE LOCAL GRADING CODE AND ANY SPECIAL REQUIREMENTS OF THE GRADING PERMIT. 2. CONTRACTOR TO VERIFY GRADES AND NOTIFY OWNER'S CONSTRUCTION ADMINISTRATOR PRIOR TO START OF GRADING WORK. 3. SLOPES SHALL BE NO STEEPER THAN 3' HORIZONTAL TO 1' VERTICAL (3:1) AND SHALL HAVE NOT LESS THAN 90% COMPACTION OUT TO THEIR FINISH SURFACES. 4. ALL PAVED AREAS SHALL SLOPE AS SHOWN ON PLANS WITH A 2% MAXIMUM FALL. PLANTED AREAS SHALL HAVE A MINIMUM 2% FALL. 5. FINISH GRADE SHALL HAVE A UNIFORM SURFACE, FREE OF LUMPS, BUMPS AND DEPRESSIONS AND ANY OBJECTS THAT MAY PREVENT A POSITIVE FLOW TO DRAIN. 6. ALL PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITIONS AND FLUSH ALONG ENTIRE EDGE. 7. CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND SHALL MEET ALL CITY AND COUNTY REQUIREMENTS. 8. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES, PARKING LOT IMPROVEMENTS, AND FINISH FLOOR ELEVATIONS. NOTIFY THE OWNER'S CONSTRUCTION ADMINISTRATOR IMMEDIATELY UPON NOTING ANY DISCREPANCIES. 9. FINISH GRADE AT TURF AREAS SHALL BE ONE INCH BELOW FINISH SURFACE OF SIDEWALKS, CURBS OR PAVED AREAS. PLANTING AREA FINISH GRADE SHALL BE 2" BELOW SAME UNLESS OTHERWISE SPECIFIED. 10. ALL CONSTRUCTION AREAS SHALL BE FREE OF ROCK, DEBRIS, ETC. ALL EXISTING WEEDS SHALL BE REMOVED. 11. CONTRACTOR SHALL MEET EXISTING GRADE AT GRADING LIMITS WITH A SMOOTH AND CONTINUOUS TRANSITION. GB GB XXX.XX FS EXISTING CONTOURS PROPOSED CONTOURS PROPOSED GRADE BREAK PROPOSED ELEVATIONS PROPOSED FLOW DIRECTION SK5.0 XX.XX These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
PRELIMINARY 1. TYPICAL SLOPE DETAIL FOR INFORMATIONAL PURPOSES ONLY. ALL SLOPE GRADING AND DRAINAGE SHALL CONFORM TO APPROVED GRADING PLAN. CONCRETE PAVING FINISH GRADE, 2" CLR. @ NOTES SHRUB AREA, 1" CLR. @ TURF, TYP. SEE DRAINAGE PLAN 2'-0" TYP.

SEE DRAINAGE
PLAN 2% MIN. 1:1 1' 1' 2:1 1' 2' 3:1 1' 3' 4:1 1' 4' 5:1 1' 5' TYPICAL SLOPE FACTORS COMPACTED SUBGRADE 3/4" = 1'-0" 1 TYPICAL SLOPE DETAIL P-PIP-NSHA-31 N O R T H 0Scale: 3/16" = 1'-0" 1' 5' 10'

Page 189 of 395 ends

SYMBOL DESCRIPTION QTY DETAIL FINISH 2-3/8" O.D. SCH. 40 STEEL COPING 122 LF 11/SK8.0 HOT DIPPED GALVANIZED 1.5" X 2" X 3/16" THK. STEEL EDGING 26 LF 8/SK8.0 HOT DIPPED GALVANIZED 2" X 5" X 3" X 3/16" THK. CANTILEVERED STEEL EDGING 28 LF 10/SK8.0 HOT DIPPED GALVANIZED 2" STEEL STRAP 34 LF 9/SK8.0 HOT DIPPED GALVANIZED S-01 S-02 S-03 S-04 STEEL SCHEDULE 24'-6" 2'-0"
11'-6"
11'-6" 2'-0" 5'-0"
22'-0"
22'-0" 5'-0" 12'-45 8"
2'-0" 12'-0" 15'-614" ACTUAL
22'-0"
R7'-0"
11'-35 8" Ø5'-0" R2'-35 8" 45° COPING / RAIL JOINT WELDS G COPING G COPING UTILIZE HANDRAIL COUPLERS @ JOINT FOR WELD BACK UP CORNER SPLICE COPING END CAP 3/16" [4.76mm] GRIND SMOOTH END STEEL NOTES : 1. STEEL FINISH TO BE HOT DIPPED GALVANIZED 2. FINISH MUST OCCUR AFTER ALL WELDING IS COMPLETE. 3. CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND ALL SHARP EDGES. 4. ALL WELDS TO BE ALL AROUND. 5. GRIND ALL WELDS SMOOTH BEFORE FINISHING. 6. FABRICATE STEEL GRIND EDGES IN LONG SECTIONS THAT WILL WORK FOR SHIPPING AND REDUCE THE NUMBER OF WELDS IN THE FIELD. 7. CLEAN METAL EDGES AFTER PLACEMENT OF CONCRETE. 8. HOT DIPPED GALVANIZE REPAIR - FIELD WELDS SHALL BE GROUND SMOOTH AND TREATED WITH COLD GALVANIZING SPRAY. 9. SEE SECTION 05 50 00 - METAL FABRICATIONS OF SPECBOOK FOR SKATEPARKS FOR ALL STEEL SPECIFICATIONS. 0Scale: 3/16" = 1'-0" 1' 5' 10' N O R T H SK6.0 STEEL PLAN These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263

PRELIMINARY

Page 190 of 395 ends

6" 6" 6" 6"
6" 6" 6" 6" 6" 6" 6" 53° SECTION A
5"
6"
5"
6" FGFG 4'-0" 6'-73 8" 10'-73 8"
4'-0" 8" R6'-6" 1'-8"
1'-0" 2'-0" 6'-1112" 10'-73 8" 8" R6'-6"
5'-0" SECTION B
5"
6"
6"
5" 7'-0"
2'-0" 6" R6'-6" 8" R3'-0" SECTION C
5"
6"
6"
5"
R7'-0" 8'-55 8" 6" 8"
2'-0" 18° SECTION D
5"
6"
5"
6"
6"
5"
6"
5" SECTION E SECTION F 18° 1'-35 8" 8'-83 8" 10'-0"
4'-0"
4'-0" 6'-73 8" 8" R6'-6"
R7'-0"
1'-87 8" 2'-318" 53°
5"
6"
6"
5" SECTION G1 1'-35 8" 10'-0" 93 4" 7'-103 4" 2'-0" 2'-0" 9'-112" 6" 5"
5"
6" 4'-0"
2'-0" R2'-0" 6" SECTION G2
6"
5"
5"
6" 12'-0"
1'-6"
5" 3"
1'-1" SECTION H
6"
5"
5"
6" 6'-414" 5'-0" 6'-414" 17'-812"
3'-0"
3'-0" 8" 8" R7'-0" R7'-0" SECTION I
6"
5"
5"
6" 4'-107 8" 4'-107 8" 9'-97 8"
1'-0"
1'-0" 8" 8" R6'-6" R6'-6" R3'-0" SECTION J SECTION K
5"
6" FG 6"
3'-0" 3'-55 8" 3'-115 8" 41°
1'-0"
6"
5"
5"
6"
4'-0" 15'-0" 15° SECTION L 6" R6"
4'-0" BANK BEYOND BANK BEYOND CULVERT 6" 10'-6" 6" 6" AB D J I H L B CDC K EG1 G2 F SECTIONS SK7.0 0 1' 2' 4' Scale: 3/8" = 1'-0" N O R T H These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263

PRELIMINARY

Page 191 of 395 ends

CONSTRUCTION DETAILS SK8.0 These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
PRELIMINARY SLAB EDGE 1 1/2" = 1'-0" *SKATEPARK SURFACE TO HAVE STEEL HARD-TROWEL FINISH. CEASE TROWELING BEFORE SURFACE BECOMES GLOSSY. DO NOT TROWEL BURN SURFACE. **DIMENSION SHALL BE 1" BELOW FINISH SURFACE IF SLAB EDGE IS ADJACENT TO TURF OR 2" BELOW FINISH SURFACE IF SLAB EDGE IS ADJACENT TO PLANTING AREA **
1"3" 9"
1 4
2 3
4 6" *4000 PSI CONCRETE FLATWORK WITH #3 REBAR @ 16" O.C. BW 1 BASE COURSE, 4" DEEP MIN.2 COMPACTED SUBGRADE
3 1/2" TOOLED EDGE AT FG ONLY4
4" TYP
5"
1 P-PIP-NSHA-99 SLIP DOWEL 1 1/2" = 1'-0" 1'-6" 9" 9"
1-1/2" MIN. CLR.

TYP, (CENTER OF
SLAB)
1 2
3 4 4000 PSI CONCRETE FLATWORK WITH #3 REBAR @ 16" O.C. B.W. 1 COLD OR EXPANSION JOINT2 SLEEVE FOR SLIP DOWEL OR WRAP/GREASE ONE END3 1/2" SMOOTH DOWEL OR REBAR DROP. SPACE 2'-6" O.C. ALONG JOINT4 2 P-PIP-NSHA-02 TURNDOWN EDGE AT FINISH SURFACE 1" = 1'-0" 6" 2" CLR. MIN. TYP.

VARIES, SEE
SECTIONS +
GRADING - 3'
MAX. 1
2 3
5 4
6 EXPANSION JOINT
1 4000 PSI CONCRETE FLATWORK WITH #3 REBAR 16" O.C. BW23 SLIP DOWEL4 BASE COURSE 1/2" TOOLED EDGE OR STEEL EDGING. SEE STEEL PLAN FOR LOCATION.5 COMPACTED SUBGRADE6 3 P-PIP-NSHA-00 TURNDOWN EDGE AT FINISH GRADE 1" = 1'-0" 6" 2" CLR. MIN. TYP. 1 3
2 4 FG

VARIES, SEE
SECTIONS +
GRADING - 3'
MAX.
6" 4000 PSI CONCRETE FLATWORK WITH #3 REBAR 16" O.C. BW 12 BASE COURSE 1/2" TOOLED EDGE OR STEEL EDGING. SEE STEEL PLAN FOR LOCATION.3 COMPACTED SUBGRADE4 P-PIP-NSHA-01 4 EXPANSION JOINT 1" = 1'-0"
1 2
3 4
5 67 4000 PSI CONCRETE FLATWORK WITH #3 REBAR @ 16" O.C. BW 1 PRE-COMPRESSED EXPANSION MATERIAL 1/2" DECK-O-FOAM OR SIMILAR2 EXPANSION JOINT. 1/8" TOOLED EDGE. APPLY POLYURETHANE BASED NON-SAGGING ELASTOMERIC SEALANT AND TOOL FLAT3 CONCRETE SKATE ELEMENT45 SLIP DOWEL6 BASE COURSE COMPACTED SUBGRADE75 P-PIP-NSHA-03 SAWCUT JOINT 3" = 1'-0" 1/4
DEPTH
OF
SLAB
1 2
5" 4000 PSI CONCRETE FLATWORK WITH #3 REBAR @ 16" O.C. BW 1 1/8" SAW CUT - FILL JOINT WITH SELF LEVELING SEALANT AND TOOL FLAT. PROTECT SURROUNDING SURFACE FROM EXCESS SEALANT.2 6 P-PIP-NSHA-04
1 2
3 4
5 6 3" 9"
2" 1'-6" 3" 9"
2"
7 1
2 3
4 5 COLD JOINT KEY JOINT 4000 PSI CONCRETE FLAT WORK* 1 #3 REBAR @ 16" O.C. BOTH WAYS 2 1/8" TOOLED EDGE BOTH SIDES34 BASE COURSE5 COMPACTED SUBGRADE6 SLIP DOWEL7 KEY JOINT 1-5/8" O.D. COLD JOINT / KEY JOINT 1" = 1'-0" P-PIP-NSHA-05 7 STEEL EDGING 3" = 1'-0" SEE STEEL PLAN FOR FABRICATION + FINISH NOTES 1 2 3
4 4
5 6 1/8" MIN. ROUTED EDGE GROUND SMOOTH
1 1.5" x 2" x 3/16" THICK STEEL EDGING -SEE STEEL PLAN FOR LOCATION2 COPING ANCHOR, 3/8" X 4" MIN. NELSON STUD OR SIMILAR @ 18" O.C.3 1/8" TOOLED EDGE BOTH SIDES4 TYPICAL STEEL REINFORCEMENT56 SKATE ELEMENT 2" CLR.

MIN. TYP 2"
1 1
2 "
8 P-PIP-NSHA-07 SEE STEEL PLAN FOR FABRICATION + FINISH NOTES 1 2 3
4 4
5 6 1/8" MIN. ROUTED EDGE GROUND SMOOTH
1 2" x 2" x .120" THICK STEEL STRAP EDGING -SEE STEEL PLAN FOR LOCATION2 COPING ANCHOR, 3/8" X 4" MIN. NELSON STUD OR SIMILAR @ 18" O.C.3 1/8" TOOLED EDGE BOTH SIDES4 TYPICAL STEEL REINFORCEMENT56 SKATE ELEMENT STEEL STRAP 3" = 1'-0" 2" CLR.

MIN. TYP 2"
2" VARIES, SEE SECTIONS
9 P-PIP-NSHA-08
6" CONSTRUCTION NOTE: WHEN BUILDING SLAB/DECK BEHIND COPING CONSTRUCTION JOINT, FIRST SATURATE SURFACE DRY (SSD) PREVIOUSLY PLACED CONCRETE MATERIAL AND THEN UTILIZE SHOTCRETE PLACEMENT METHOD FOR THE INITIAL FRESH MATERIAL TO THE EXISTING MATERIAL OF DECK/SLAB BEHIND COPING FOR PROPER PLACEMENT AND CONSOLIDATION AT THE CONSTRUCTION JOINT. 1 2 3
4 5
67 8
91011 11 STEEL COPING 1" = 1'-0" SEE STEEL PLAN FOR FABRICATION + FINISH NOTES 7 2
45°
2" MIN.
45°
CLR. TYP. 12 1/8" TOOLED EDGE BOTH SIDES OF COPING
1 STEEL COPING - SEE STEEL PLAN FOR LOCATION2 CONSTRUCTION JOINT HAND SHAPED PRIOR TO CONCRETE CURING3 TYPICAL STEEL REINFORCEMENT45 BOWL TRANSITION COPING ANCHOR, 3/8" X 4" MIN. NELSON STUD OR SIMILAR@ 18" O.C.6 (2) #3 REBAR TIES TO SUPPORT COPING PRIOR TO CONCRETE PLACEMENT7 4000 PSI CONCRETE FLATWORK89 BASE COURSE 10 COMPACTED SUB-GRADE CONCRETE CYLINDER FOOTING. 8' O.C. ALONG BACK OF COPING & WHERE NEEDED ALONG SMALLER RADII 1112 SPOT WELD TO COPING 13 13 TURN REBAR OUT 45 DEG 1'-0" 6" 1/4" TYP. REVEAL 6"
1/4" TYP.

REVEAL
1'-0" 8" 11 P-PIP-NSHA-10 CANTILEVERED STEEL EDGING 3" = 1'-0" SEE STEEL PLAN FOR FABRICATION + FINISH NOTES 1 2 3
5 6 1/8" MIN. ROUTED EDGE GROUND SMOOTH
1 2" x 5" x 3" x .125" THICK STEEL EDGING -SEE STEEL PLAN FOR LOCATION2 COPING ANCHOR, 3/8" X 4" MIN. NELSON STUD OR SIMILAR @ 18" O.C.34 TYPICAL STEEL REINFORCEMENT5 SKATE ELEMENT 2" CLR.

MIN. TYP 2"
5" 3" P-PIP-NSHA-20 10 8" MAX
6" FS FS

VARIES - SEE

GRADING PLAN VARIES, SEE LAYOUT PLAN & SECTIONS
2" CLR. MIN. TYP
SEE SECTIONS TYPICAL QUARTERPIPE 3/4" = 1'-0"
1 2
3 4
5 67
1 2
3 8
9 4000 PSI CONCRETE FLATWORK WITH #3 REBAR @ 16" O.C. BW 12 BASE COURSE COMPACTED SUBGRADE34 STEEL COPING 4000 PSI SHOTCRETE WITH #3 REBAR @ 12" O.C. BW56 SLIP DOWEL7 COLD JOINT CONCRETE CYLINDER FOOTING89 CONSTRUCTION JOINT 12 P-PIP-NSHA-11 TYPICAL RADIUS WEDGE 3/4" = 1'-0" VARIES, SEE SECTIONS +
GRADING VARIES, SEE SECTIONS + LAYOUT 8" MAX 6"

VARIES, SEE

SECTIONS
6" 2" CLR. MIN. TYP
1 2
3 4
5 6
1 R6"
5 6 FS FS 4000 PSI CONCRETE FLATWORK WITH #3 REBAR @ 16" O.C. BW 12 BASE COURSE COMPACTED SUBGRADE3 4000 PSI SHOTCRETE WITH #3 REBAR @ 12" O.C. BW45 SLIP DOWEL COLD JOINT / KEY JOINT613 P-PIP-NSHA-13 TYPICAL QUARTERPIPE EXTENSION 1" = 1'-0" 1 4
2 3
6 5

VARIES, SEE
SECTIONS +
GRADING - 3' MAX. VARIES, SEE SECTION + LAYOUT
2" CLR. MIN. TYP 4000 PSI CONCRETE FLATWORK WITH #3 REBAR @ 16" O.C. BW 1 STEEL EDGING2 STEEL COPING3 EXPANSION JOINT4
5 BASE COURSE 4000 PSI SHOTCRETE WITH #3 REBAR @ 12" O.C.6 7 COMPACTED SUBGRADE
7 14 P-PIP-NSHA-23

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CONSTRUCTION DETAILS SK8.1 These designs, drawings and specifications are the property and copyright of the landscape architect and shall not be used in connection with any other work except by agreement with the landscape architect. There shall be no changes or deviation without the consent of the landscape architect. Written dimensions shall be verified on the job site. Any discrepancy shall be brought to the notice of the landscape architect prior to the commencement of any work. 13319 POWAY RD, SUITE 150 P O W A Y , C A 9 2 0 6 4 T E L . 8 5 8 . 5 1 3 . 0 0 3 0 WYNN-SMITH LANDSCAPE ARCHITECTURE INC.

NORTH SHAFTER

COMMUNITY PARK
SHAFTER, CA 93263
PRELIMINARY FS 8" MAX. VARIES - SEE SECTIONS & LAYOUT PLAN 8" MAX.

HEIGHT VARIES - SEE

SECTIONS & GRADING
PLAN 6" 2" MIN. CLR. TYP. FS 1 34 2 34 5 SEE SECTIONS SEE SECTIONS SEE SECTIONS ROLLOVER 3/4" = 1'-0" 12 COMPACTED SUB-GRADE 3 COLD JOINT 4 SLIP DOWEL 5 BASE COURSE 4000 PSI CONCRETE WITH #3 REBAR @ 16" O.C. B.W. P-PIP-NSHA-32 1

SEE SECTIONS &
GRADING PLAN VARIES -SEE SECTIONS & LAYOUT PLAN 2" MIN. CLR. TYP. 6" SEE SECTIONS 1 2 3 4 5 1 6 7 1 TYPICAL CONCRETE FLATWORK 2 BASE COURSE 3 STEEL STRAP 4000 PSI SHOTCRETE WITH #3 REBAR @ 12" O.C. BW 45 SLIP DOWEL 6 COMPACTED SUB-GRADE 7 COLD JOINT 7 26 LA HIGH WALL 3/4" = 1'-0" P-PIP-NSHA-36 2 2" CLR. TYP.

VARIES - SEE

SECTIONS & GRADING PLAN VARIES - SEE SECTIONS & LAYOUT PLAN FS FS 5" 2" 3" 2 1 4 3 5 6 4000 PSI CONCRETE WITH #3 REBAR @ 12" O.C. B.W. 12 SLIP DOWEL COMPACTED SUB-GRADE 3 4 BASE COURSE 5 EXPANSION JOINT CANTILEVERED STEEL EDGING 6 CANTILEVERED GRIND LEDGE 3/4" = 1'-0" P-PIP-NSHA-43 3 6" 8" MAX

VARIES - SEE GRADING
PLAN & SECTIONS 6" SEE LAYOUT & SECTIONS FS FS 1 3 4 5 1 6 65 2 SEE SECTIONS SEE SECTIONS TYPICAL ROLL-IN 3/4" = 1'-0" 1 TYPICAL CONCRETE FLATWORK 2 BASE COURSE 3 4000 PSI SHOTCRETE WITH #3 REBAR @ 12" O.C. B.W. 4 COMPACTED SUB-GRADE 5 COLD JOINT / KEY JOINT 6 SLIP DOWEL 4 P-PIP-NSHA-26 TYPICAL FLAT BANK 3/4" = 1'-0" 1 23 4 56 1 56 4000 PSI CONCRETE FLATWORK WITH #3 REBAR @ 16" O.C. BW 12 BASE COURSE 3 COMPACTED SUBGRADE 4000 PSI SHOTCRETE WITH #3 REBAR @ 12" O.C. BW 4 5 SLIP DOWEL COLD JOINT / KEY JOINT 6 FS FS SEE SECTIONS SEE SECTIONS SEE SECTIONS 6" 2" CLR. MIN. TYP. P-PIP-NSHA-100 5 RADIUS WEDGE TO SLAPPY LEDGE 3/4" = 1'-0" 8" MAX FS FS 1234567 1 1 TYPICAL CONCRETE FLATWORK 2 BASE COURSE 3 COMPACTED SUBGRADE 4 STEEL STRAP 5 4000 PSI SHOTCRETE WITH #3 REBAR @ 12" O.C. BW 6 SLIP DOWEL 7 COLD JOINT 2" CLR. MIN. TYP 6" SEE SECTIONS SEE SECTIONS SEE SECTIONS SEE

SECTIONS

SEE SECTIONS
SEE SECTIONS 6 P-PIP-NSHA-101 1 34 2 1 CULVERT 3/4" = 1'-0" SEE SECTIONS SEE SECTIONS 5 PRECAST CULVERT CUT TO FIT SECTIONS 1 4000 PSI SHOTCRETE REBAR @ 16" O.C. B.W. 23 BASE COURSE COMPACTED SUB-GRADE 45 EXPANSION JOINT P-PIP-NSHA-25 7

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N
KERN
46 33 5
58 33
119
166
58 395
58 14
14 N
178
178
99 65
99 223
184 N Ó

WARNING

POWERLINES

OVERHEAD
Know what'sbelow. Callbefore you dig. R 7/1/2024

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Ó
”
“
” 7/1/2024

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EV CHARGING

ONLY EV CHARGINGONLY EV CHARGINGONLY EV CHARGINGONLY
NO

PARKING FLYNN AVENUE

WEST FLOWLINE
EAST FLOWLINE MATCHLINE STA 19+50 SEE SHEET 4 MATCHLINE STA 19+50 SEE SHEET 4 MATCHLINE STA 19+50 SEE SHEET 4 Ó Know what'sbelow. Callbefore you dig. R N

POWELL AVENUE

SECTION A
7/1/2024

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FLYNN AVENUE

WEST FLOWLINE
EAST FLOWLINE MATCHLINE STA 19+50 SEE SHEET 3 Ó
Know what'sbelow. Callbefore you dig. R MATCHLINE STA 19+50 SEE SHEET 3 MATCHLINE STA 19+50 SEE SHEET 3 N

FRESNO AVENUE

SECTION B
7/1/2024

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EV CHARGING

ONLY EV CHARGINGONLY EV CHARGINGONLY EV CHARGINGONLY
NO
PARKING FLYNN AVENUE MATCHLINE STA 19+50 SEE SHEET 6 MATCHLINE STA 19+50 SEE SHEET 6 Ó Know what'sbelow. Callbefore you dig. R

POWELL AVENUE

POWELL AVENUE N
OUTLET STRUCTURE 1 SOUTH UTILITY NORTH UTILITY
7/1/2024

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FLYNN AVENUE MATCHLINE STA 19+50 SEE SHEET 5 Ó
Know what'sbelow. Callbefore you dig. R N MATCHLINE STA 19+50 SEE SHEET 5

FRESNO STREET

FRESNO STREET
7/1/2024

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UTILITY NORTH
Ó
Know what'sbelow. Callbefore you dig.

R
N

FLYNN AVENUE EAST UTILITY
FLYNN AVENUE SUNNY LANE 7/1/2024

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18 18
18 18
18 24 24
ADA Ramp

COPY ME EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY

UTILITY SOUTH
Ó
Know what'sbelow. Callbefore you dig.

FLYNN AVENUE
N

EAST UTILITY KLASSEN STREETFLYNN AVENUE

RETENTION BASIN KLASSEN STREET

KLASSEN STREET DETAIL
7/1/2024

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ADA Ramp

UTILITY EAST
Ó
Know what'sbelow. Callbefore you dig.

SOUTH UTILITY
N

NORTH UTILITY

SOUTH UTILITY NORTH UTILITY
7/1/2024

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COPY ME
OUTLET STRUCTURE 2
Ó
Know what'sbelow. Callbefore you dig.

SOUTH UTILITY
N

SOUTH UTILITY
N OUTLET STRUCTURE 1

FLYNN AVENUE
FLYNN AVENUE OUTLET STRUCTURE 2
7/1/2024

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Ó
Know what'sbelow. Callbefore you dig.

R
N

FLYNN AVENUE

CITY WELL SITE

NORTH SHAFTER COMMUNITY ARK
7/1/2024

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Ó 7/1/2024

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Ó 7/1/2024

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CONSENT CALENDAR

CITY OF SHAFTER

CITY COUNCIL REPORT
MEETING DATE: November 5, 2024
DEPARTMENT: Alex Gonzalez, Deputy Public Works Director SUBJECT: SHAFTER AQUATICS CENTER - MODULAR BUILDING
PROJECT (#PF00004) RELEASE FOR PUBLIC BIDDING

RECOMMENDATION
Council find that the action is exempt from California Environmental Quality Act; approve the plans and specifications for the Shafter Aquatics Center - Modular Building (#PF00004); and authorize release of said plans and specifications for public bidding.

BACKGROUND
Among the top priority capital improvement projects for the City is a new and modern Shafter Aquatics Center, located at 269 Poso Avenue. One phase of the project, focused on replacing the pools, decks, and mechanical systems, is underway and should be completed by the end of 2024. The estimated total cost of this phase is $3,500,000, a substantial portion of which is funded with a State and Federal grant.

Another phase of the project will replace the main building with a completely new one featuring restrooms, locker rooms, a concession stand, office space, and storage rooms totaling approximately 3,000 square feet. The design of the new building, based on direction from the Council, will facilitate modular construction with the intent of expediting completion and reducing costs. Ordiz-Melby Architects, Inc., is under contract with the City to prepare building construction plans, which are now ready to be released for bidding. The estimated value of this phase of the project is expected to exceed $3,500,000, which requires formal bidding that the Council must authorize.

FISCAL IMPACT
There is no fiscal impact associated with this action at this time. Once bids are received and a construction contract is ready for award, any necessary budget actions will be presented to the City Council for approval.

CEQA ANALYSIS
This project is categorically exempt from the California Environmental Quality Act (CEQA) per Section 15302 (Class 2 – Replacement or Reconstruction) of the CEQA Guidelines because the project is the replacement of the Shafter Aquatic Center’s main building with a new one that will be located on the same site and will have substantially the same purpose and capacity as the structure replaced.

APPROVED BY THE CITY ATTORNEY

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SHAFTER AQUATICS CENTER - MODULAR BUILDING PROJECT (#PF00004) RELEASE FOR

PUBLIC BIDDING
- 2 -
Not Applicable

ATTACHMENTS

1. Shafter Aquatics Center Modular Building Plans

Page 209 of 395 ends

GENERAL INFORMATION

ARCHITECTURAL DRAWINGS
G-001
A-120
A-121
A-122
A-131
A-221
A-231
A-232
A-233
A-234
A-501
A-502

GENERAL INFORMATION

SIGNAGE PLAN

FLOOR PLAN AND DIMENSION FLOOR PLAN

FLOOR PLAN-ENLARGED

REFLECTED CEILING PLAN AND ROOF PLAN

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS

DETAILS

DETAILS
CENTRAL VALLEY HIGHWAY 43

LERDO HIGHWAY

W TULARE AVE

COLVARD STREET

POSO AVENUE

N VALLEY STREET

SHAFTER AVENUE

N WALL STREET

NEW AQUATICS CENTER BUILDING

CITY OF SHAFTER
FOR:
269 POSO AVENUE, SHAFTER, CALIFORNIA 93263

FIRE PROTECTION

PROJECT DIRECTORY SHEET INDEX

ARCHITECT
Ordiz Melby Architects, Inc.
5500 Ming Avenue, Suite 280
Bakersfield, CA 93309
Phone: (661) 832-5258
Fax: (661) 832-4219
Jeannie Bertolaccini
OCCUPANCY TYPE:

A-3
CONSTRUCTION TYPE:

TYPE V-B
BUILDING HEIGHT:
+18'-2"
STORIES:
1 STORY
PROJECT AREA:

TOTAL BUILDING AREA: = 3125 SF
FIRE SPRINKLERS:

1. PROVIDE ONE 4A 10 B.C. RATED EXTINGUISHER FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR - TRAVEL DISTANCE SHALL NOT EXCEED 75 FEET.

2. FIRE DAMPER ASSEMBLIES, INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION.

GENERAL NOTES ACCESSIBILITY STANDARDS

PROJECT INFORMATION

1. THE DRAWINGS, IDEAS AND DESIGNS REPRESENTED HEREIN ARE THE PROPERTY OF THE ARCHITECT.

2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO CONVEY AN OVERALL DESCRIPTION OF THE PROJECT IN SUFFICIENT DETAIL FOR ITS COMPLETE CONSTRUCTION. SOME

CONDITIONS, WHICH ARE COMMONLY ENCOUNTERED IN CONSTRUCTION OF THIS TYPE

AND/OR CONDITIONS WHICH RELATE TO SPECIFIC PRODUCTS OR PROCESSES, MAY NOT BE SPECIFICALLY DETAILED IN THESE PLANS. ALL CONDITIONS NOT SPECIFICALLY DETAILED

SHALL BE CONSTRUCTED COMPLETELY PER THE CURRENT STANDARDS OF THE APPROPRIATE INDUSTRY AND ANY APPLICABLE MANUFACTURER'S RECOMMENDATIONS.

3. NOTHING IN THE PLANS AND SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT

CONSTRUCTION IN CONFLICT WITH THE REQUIREMENTS OF ANY CODE, LAW ORDINANCE OR REGULATION.

4. "TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLAN WITH THE ARCHITECT.

5. OTHERWISE NOTED. ALL PARTITIONS ARE DIMENSIONED TO CENTERLINE UNLESS

6. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE ARCHITECT, UNLESS OTHERWISE NOTED (+).

7. DO NOT SCALE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS.

8. ALL HEIGHTS ARE DIMENSIONED FROM TOP OF EXISTING SLAB UNLESS NOTED OTHERWISE "AFF", ABOVE FINISH FLOOR.

9. ALL WORK SHALL BE SCHDULED AND PERFORMED SO AS NOT TO DISTURB OR CAUSE DAMAGE TO ADJACENT PROPERTIES.

10. ALL REVISIONS TO THE APPROVED PLANS, NO MATTER HOW MINOR, MUST BE APPROVED BY

BOTH THE CITY PLANNING DEPARTMENT AND BUILDING INSPECTION DEPARTMENT, AS WELL AS THE ARCHITECT AND THE OWNER.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING CONTRACT

DOCUMENTS, FIELD CONDITIONS AND DIMENSIONSFOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE

ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT BEFORE PROCCEEDING WITH WORK OR RELATED WORK IN QUESTION.

12. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL COORDINATE THE LAYOUT AND

EXACT LOCATION OF ALL PARTITIONS, DOORS, PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION EQUIPMENT IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION.

13. THE GENERAL CONTRACTOR SHALL FURR ALL COLUMNS TO THEIR MINIMUM POSSIBLE DIMENSIONS, U.N.O.

14. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE PROJECT AND SHALL BE RESPONSIBLE FOR DISIPLINE OF ALL WORKERS ON THE PROJECT.

15. ALL DECORATIVE MATERIALS AND TRIM SHALL COMPLY WITH CALIFORNIA BUILDING CODE, SECTION 806.1

16. JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL SOURCES

OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER STRIPPED OR OTHERWISE SEALED TO LIMIT INFILTRATION AND EXFILTRATION PER CEC 110.7

1. ALL EXITS SHALL BE OPENABLE DURING BUSINESS HOURS FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE. NO DEAD OR SLIDING BOLTS. NO LATCH OR LATCHING DEVICE EXCEPT PANIC HARDWARE PERMITTED.

2. EXIT SIGNS MUST BE INTERNALLY ILLUMINATED.

3. PROVIDE TWO SEPARATE CIRCUITS FOR EXIT SIGNS.

4. PROVIDE TWO SEPARATE SOURCES OF POWER FOR EXIT SIGNS.

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT

APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN

OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE

CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN

THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORTRATED INTO THESE CONSTRUCION DOCUMENTS. ANY NON COMPLIANT ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED

ON VALUATION THRESHOLD LIMITATIONS OR A FIND OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.

DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE

COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCION

TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS

PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT

1. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES AND 44 INCHES ABOVE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND

WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER

TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATION BARS, OR OTHER HARDWARE

DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP AND TURN OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION.

2. MAXIMUM EFFORT TO OPERATE SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS.

COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS WHEN FIRE DOORS ARE REQUIRED. THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS.

3. CONSTRUCTION: THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL

HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAMES ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH

SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.

4. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT.

5. IN ADDITION TO ALL LOCAL CODES, ACCESSIBILITY REQUIREMENTS SHALL COMPLY WITH THE CALIFORNIA BUILDING CODE, TITLE 24, AS WELL AS FEDERAL A.D.A., (AMERICANS WITH DISABILITIES ACT).

SHEETS IN SET 13

CODE REQUIREMENTS

EXIT REQUIREMENTS SCOPE OF WORK
FABRICATION AND INSTALLATION OF (1) 25'-0" x 125'-0" (3125 S.F.) MODULAR BUILDING.

VICINITY MAP
N

CITY OF SHAFTER AQUATIC CENTER
269 POSO AVE, SHAFTER, CA 93263
NTS

PROJECT

LOCATION
CITY OF SHAFTER:

FIRE DEPARTMENT

PUBLIC WORKS DEPARTMENT
ALL DRAWINGS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES:

TITLE 22 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS 2022 TITLE 24 CCR, PART 1 - 2022 BUILDING STANDARDS ADMINISTRATIVE CODE 2022 TITLE 24 CCR, PART 2 - 2022 CALIFORNIA BUILDING CODE, VOL. 1 & 2 (CBC) (2015 IBC, AS AMENDED BY CA)
2022 TITLE 24 CCR, PART 3 - 2022 CALIFORNIA ELECTRICAL CODE (CEC) (2014 NEC (NFPA), AS AMENDED BY CA)
2022 TITLE 24 CCR, PART 4 - 2022 CALIFORNIA MECHANICAL CODE (CMC) (2015 IAPMO UMC, AS AMENDED BY CA)
2022 TITLE 24 CCR, PART 5 - 2022 CALIFORNIA PLUMBING CODE (CPC) (2015 IAPMO UPC, AS AMENDED BY CA)
2022 TITLE 24 CCR, PART 6 - 2022 CALIFORNIA ENERGY CODE 2022 TITLE 24 CCR, PART 8 - 2022 CALIFORNIA HISTORICAL BUILDING CODE 2022 TITLE 24 CCR, PART 9 - 2022 CALIFORNIA FIRE CODE
(CFC) (2015 IFC, AS AMENDED BY CA)
2022 TITLE 24 CCR, PART 10 - 2022 CALIFORNIA EXISTING BUILDING CODE (IEBC) (2015 INTERNATIONAL EXISTING BUILDING CODE, AS AMENDED BY CA) 2022 TITLE 24 CCR, PART 11 - 2022 GREEN BUILDING STANDARDS CODE (CALGREEN CODE)
2022 TITLE 24 CCR, PART 12 - 2022 CALIFORNIA REFERENCED STANDARDS PARTIAL LIST OF STANDARDS COMMONLY USED. FOR COMPLETE LIST AND YEAR OF EDITION ADOPTED, SEE 2016 CBC CH. 35 & 2016 CFC CH. 45:
2022 NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS (CA AMENDED) 2019 NFPA 14, STANDPIPE & HOSE (CA AMENDED)
2022 NFPA 20, PUMPS FOR FIRE PROTECTION (CA AMENDED)
2022 NFPA 24, FIRE SERVICE MAINS (CA AMENDED)
2022 NFPA 72, FIRE ALARM CODE (CA AMENDED)

NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT CONSTRUCTION IN CONFLICT WITH THE REQUIREMENTS OF ANY CODE, LAW, ORDINANCE, OR REGULATION. THE FOLLOWING AGENCIES SHALL HAVE JURISDICTION OVER THE PROGRESS OF THE WORK:

JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JAMES R. VARNER, AIA
ARCHITECT C-10963
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
DANNY E. ORDIZ, AIA
ARCHITECT C-14728
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
G-001
OCTOBER 31, 2025
JEANINE S. BERTOLACCINI
C-35596

GENERAL

INFORMATION
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 9/6/2024PLOT TIME: 2:53 PM

Page 210 of 395 ends

B
B
C C
C
W02
107
106
108
105
W05
104a
W05
113
117
114b
W01 W01 W01 W01 W01 W01 W01
W00
101
W01 W01 W01 W01 W01 W01 W01
W04
109 104b 112 115
W03 W03 W02 W03
110 111
102
R F
D
E
B.1
B.1
A.1
A A.1
A
E
C.1 C.1
C.1
G
114a
JAN
106

STORAGE
105
UNISEX
108 STOR.
109
JAN.
113 ELEC.
115

LOCKERS
103

LOCKERS
116
MEN'S

RESTROOM
104
LOBBY
101
OFFICE
110

WOMEN'S

RESTROOM
114

CONCESSION
107 RECEPTION
111

HALLWAY
112
UNISEX
102
UNISEX
117
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
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K
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3 3
2 2
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F F
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SEE NOTE 1
WOMEN
MEN
EXIT

RESTROOM

MAXIMUM

OCCUPANT LOAD
XXX
A
B
C.1
A.1
B.1
E
F
C
D
G
12" DIA.
12" TYP
6" SQ.

MIN
12" DIA
WOMEN
MEN
NOTES:

1. ROOM DESIGNATION & ACCESIBLE ROUTE SIGNS TO BE COORDINATED WITH OWNER.

2. REFER TO DETAIL D2/A-120 FOR ADDITIONAL INFORMATION

SIGNAGE LEGEND
UNISEX
1/2"
1/2"
1 1/2"
1" 1" 1"
3/8" TO 1/2"

0.100" 0.300"
60" MAX BASELINE

OF HIGHEST LETTER
9"
18" CLEAR
SPACE
3/8" MIN
58" MIN - 60" MAX
48" MIN BASELINE

OF LOWEST BRAILLE
WOMEN

RAISED LETTERS
1/32" TALL
TYP.

TYP.

TYP. TYP.

BRAILLE SYMBOLS ARE GRADE 2 CALIFORNIA BRAILLE. ALL
BRAILLE SHALL COMPLY WITH CBC 11B-703.3 & 11B-703.4
HEIGHT OF LETTERING SHALL BE 5/8" MIN., 2" MAX.

CHARACTERS SHALL BE SANS SERIF UPPERCASE
NOTES:

ALL SIGNAGE MUST CONFORM TO CALIFORNIA TITLE 24 REGULATIONS, SECTION 11B-703.

1. BORDERLESS GEOMETRIC SYMBOL DOOR SIGNS FOR RESTROOMS MUST CONTRAST IN COLOR WITH DOOR BY 70% MIN, DARK ON LIGHT OR LIGHT ON DARK.

2. BORDERLESS GENDER SYMBOLS ON RESTROOM SIGNS (6" MIN HEIGHT)

ARE TO BE PLACED ABOVE RAISED CHARACTERS AND BRAILLE ON TACTILE SIGN.

3. BORDERLESS INTERNATION SYMBOL OF ACCESSIBILITY IS TO BE WHITE ON FEDERAL BLUE COLOR # 15090 BACKGROUND WITH A NON GLARE FINISH MAINTAINING A POSITIVE CONTRAST IN COLOR WITH DOOR BY 70% MIN.

4. BORDERLESS UNISEX DOOR SIGNS, TRIANGLE MUST CONTRAST WITH THE CIRCLE WHICH MUST CONTRAST WITH THE DOOR BY 70% MIN.

5. CONTRAST BETWEEN CHARACTERS AND BACKGROUND MUST BE 70%

MINIMUM ON ALL TACTILE SIGNAGE WITH A NON GLARE FINISH

6. SIGNS MOUNTED ON A DOOR LEAF SHALL BE CENTERED ON THE ASSIGNED DOOR AND 58" MIN - 60" MAX ABOVE FINISH FLOOR TO CENTERLINE AND WITHIN 1" OF VERTICAL CENTER LINE OF DOOR

7. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MIN. ABOVE THE

FINISH FLOOR, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX ABOVE THE FINISH FLOOR, MEASURED FROM THE

BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS

8. BRAILLE ON SIGNS SHALL COMPLY WITH CBC 11B-703.3

9. FOR SIGNS DESIGNATING OCCUPANT LOAD, REFER TO SHEET G-002, CODE

ANALYSIS, FOR ACTUAL OCCUPANT LOAD PER ROOM - VERIFY LOCATION

10. ALL SIGNAGE TO CONFORM TO REQUIREMENTS OF SECTIONS 11B-703.7.2.6 AND 11B-703.7.2.6.4

11. PROVIDE PORTABLE ASSISTIVE LISTENING SYSTEM PER 2019 CBC SECTIO 11B-219, 11B-706

12. ROOM DESIGNATION SIGNS TO BE COORDINATED WITH OWNER TYPICAL SIGN MOUNTING:

APPLY CONTINUOUS BEAD OF

SILICONE ADHESIVE AT PERIMETER
OF SIGN. ANCHOR W/ MIN. (6)

TAMPER RESISTANT STAINLESS

STEEL SCREWS
+48" MIN FROM BASE OFLOWEST BRAILLE CELL A.F.F.60" MAX FROM BASELINE OF HIGHESTLINE OF RAISED CHARACTERS A.F.F.

NOTE:

1. BRAILLE SHOWN IS NOT A VERIFIED TRANSLATION OF
TEXT. PROVIDE CORRECT BRAILLE FOR EACH SIGN.

2. ROOM SIGNS TO BE COORDINATED WITH OWNER
CL

MOUNTING HEIGHT
NAME
A1 SCALE: 1/8" = 1'-0"

SIGNAGE PLAN
D2 SCALE: 1" = 1'-0"

SIGNAGE DETAIL
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JAMES R. VARNER, AIA
ARCHITECT C-10963
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
DANNY E. ORDIZ, AIA
ARCHITECT C-14728
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-120
OCTOBER 31, 2025
JEANINE S. BERTOLACCINI
C-35596

SIGNAGE PLAN
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 9/6/2024PLOT TIME: 2:53 PM

Page 211 of 395 ends

R F
11'-3" 5'-3" 8'-6"
25'-0" 6'-7"
10'-3"
8'-3" 16'-9"
5'-6"
2'-3" 2'-0" 2'-3" 2'-0" 2'-3" 2'-0" 2'-3" 2'-0" 2'-3" 2'-0"2'-3" 2'-0" 2'-3" 2'-0" 2'-3" 13'-5" 8'-0" 6'-7" 5'-11"
9'-0" 2'-3" 5'-0" 5'-1" 2'-9" 5'-9" 5'-9" 4'-0" 3'-4" 2'-4" 8'-3" 4'-9" 12'-0" 3'-7" 8'-11"
31'-7"
2'-0" 2'-3" 2'-0" 2'-3" 2'-0" 2'-3" 2'-0" 2'-3" 2'-0" 2'-3" 2'-0" 2'-3" 2'-0" 4'-9" 29'-9" 8"32'-0" 2'-6"
9'-6" 8'-4" 7'-2"
25'-0" 6'-7"
31'-7"
1'-9"
12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 3'-7" 8'-11" 2'-0" 5'-9" 8'-3" 9'-0" 1'-1" 11'-5" 6'-10" 5'-8" 4'-0" 3'-3" 5'-3" 4'-6" 5'-3" 100'-0" 4'-6" 2'-0"
5'-9" 14'-7" 13'-0" 9'-6" 13'-6" 9'-3"
7'-2"
8'-3" 2'-0"
2'-3"
8'-6"
3'-6" 5'-3" 1'-4"
1'-6" 1'-6"
7'-3" 17'-9" 34'-6" 3'-0" 6'-0" 6'-6" 6'-6" 6'-0" 3'-0" 9'-6" 3'-0"
5'-5"
JAN
106

STORAGE
105
UNISEX
108 STOR.
109
JAN.
113 ELEC.
115

LOCKERS
103

LOCKERS
116
MEN'S

RESTROOM
104
LOBBY
101
OFFICE
110

WOMEN'S

RESTROOM
114

CONCESSION
107 RECEPTION
111

HALLWAY
112
UNISEX
102
UNISEX
117
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
J
K
K
3 3
2 2
1 1
F1 E1
125'-0"
2'-9" 7'-4" 5'-2" 3'-0" 9'-9"
12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 9'-3" 2'-9"
W02
107
106
108
105
W05
104a
W05
113
117
114b
W01 W01 W01 W01 W01 W01 W01
W00
101
W01 W01 W01 W01 W01 W01 W01
W04
109 104b 112 115
W03 W03 W02 W03
110 111
102
R F
114a
C1
A-122
A1
A-122
B1
A-501
B1
A-501
A3
A-502
C1
A-221
A1
A-221
B1
A-221
B2
A-221
A
B
C
D
C1
A-234
A
B
C
D
C1
A-231
A
B
C
D
B3
A-232
A
B
C
D
C2
A-232
A
B
C
D
D1
A-233
A
B
C
D
C3
A-231
A
B
C
D
D1
A-231
A
B
C
D
D1
A-234
A
B
C
D
B3
A-231
E F
A
B
C
D
B1
A-233
A
B
C
D
D3
A-232
A
B
C
D
C1
A-233
E F
D4
A-502
D4
A-502

OUTLINE OF ROOF OVERHANG ABOVE (TYPICAL)
W01
W03
W06
W05
W04
W04
W07 W07
W04
W05
W08
W04 W04
W07 W07
W05
W03
W01
W01 W01 W01 W01 W01
W05
W05
W04
W06
W06
W04
W04 W05
W05
W04
W08
W09
W04
W04
W06
W04
W02
W01
W03
W03
W02

HSS TUBETYPICALCOLUMN

HSS TUBE
COLUMN

TYPICAL

HSS TUBE
COLUMN

TYPICAL
GFI
+40"
GFI
+48"
GFI
+48"
GFI
+48"
GFI
+18"
GFI
+40"
GFI
+18"
GFI
GFI
GFI
GFI

GFI GFI GFI
GFI
GFI

GFI GFI
GFI
GFI
+18"
+40"
F.E.

F.E.

JAN
106

STORAGE
105
UNISEX
108 STOR.
109
JAN.
113 ELEC.
115

LOCKERS
103

LOCKERS
116
MEN'S

RESTROOM
104
LOBBY
101
OFFICE
110

WOMEN'S

RESTROOM
114

CONCESSION
107 RECEPTION
111

HALLWAY
112
UNISEX
102
UNISEX
117
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
J
K
K
3 3
2 2
1 1
F1 E1
W06
W09
W03

HSS TUBE
COLUMN

TYPICAL
101a
01 #
#
A1
A-501
A1
A-301
A1
A-221
A
B
C
D
1 A-231
E

SYMBOL LEGEND

GRID LINE - MODULE LINE

GRID LINE - FACE OF STUD

DETAIL SYMBOL

LOCATION ON SHEET

SHEET NUMBER

EXTERIOR ELEVATION SYMBOL

LOCATION ON SHEET

SHEET NUMBER

SECTION SYMBOL

LOCATION ON SHEET

SHEET NUMBER

INTERIOR ELEVATION SYMBOL

ELEVATION ORIENTATION

LOCATION ON SHEET

SHEET NUMBER

ROOM NAME

WINDOW SYMBOL
SEE WINDOW SCHEDULE ON A-601

ROOM NUMBER

DOOR SYMBOL

ROOM NUMBER

DOOR NUMBER

P PANIC HARDWARE INDICATOR

FIRE EXTINGUISHER IN RECESSED CABINET FE

FLOOR DRAIN - SLOPE FLOOR TO DRAIN
DUPLEX OUTLET (+18" A.F.F. UNLESS OTHERWISE NOTED)
DATA (+18" A.F.F. UNLESS OTHERWISE NOTED)
QUADPLEX OUTLET (+18" A.F.F. UNLESS OTHERWISE NOTED)
LOBBY
100

WALL LEGEND
ID
W01
W02
W03
W04
W05
W06
W07
W08
W09

VIEW WALL DESCRIPTION

ELASTOMERIC FINISH, FIBERGLASS MAT GYPSUM SHEATHING, PLYWOOD SHEATHING, 6" METAL STUDS AT 16" O.C. WITH THERMAL INSULATION, 5/8"

TYPE X GYPSUM BOARD

ELASTOMERIC FINISH, FIBEREGLASS MAT GYPSUM SHEATING, PLYWOOD SHEATING, 8" METAL STUDS AT 16" O.C. WITH THERMAL INSULATION, 6" METAL STUD FURRING AT 16" O.C. WITH THERMAL INSULATION,TILE

BACKERBOARD, TILE

ELASTOMERIC FINISH, FIBERGLASS MAT GYPSUM SHEATHING, PLYWOOD SHEATING, 6" METAL STUDS AT 16" O.C. WITH SOUND INSULATION, TILE

BACKERBOARD, TILE
INTERIOR FINISH, 3 5/8" METAL STUDS AT 16" O.C. WITH SOUND

INSULATION, TILE BACKERBOARD, TILE
INTERIOR FINISH, 3 5/8" METAL STUDS 16" O.C. WITH SOUND INSULATION,

INTERIOR FINISH
INTERIOR FINISH, 6" METAL STUDS AT 16" O.C. WITH SOUND INSULATION,

TILE BACKERBOARD, TILE
TILE, TILE BACKERBOARD, 6" METAL STUDS AT 16" O.C. (PARTIAL HEIGHT:
7'-0") WITH SOUND INSULATION, TILE BACKERBOARD, TILE
INTERIOR FINISH, 6" METAL STUDS AT 16" O.C. (PARTIAL HEIGHT: 7'-0")

WITH SOUND INSULATION, INTERIOR FINISH
TILE, TILE BACKERBOARD, 6" METAL STUDS AT 16" O.C. WITH SOUND

INSULATION, TILE BACKERBOARD, TILE
C1 SCALE: 1/8" = 1'-0"

FLOOR PLAN DIMENSIONS
A1 SCALE: 1/8" = 1'-0"

FLOOR PLAN
NOTES:

1. REFER TO EXTERIOR ELEVATIONS FOR EXTENT AND TYPE OF EXTERIOR FINISHES

2. REFER TO INTERIOR ELEVATIONS FOR EXTENT AND TYPE OF INTERIOR FINISHES JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JAMES R. VARNER, AIA
ARCHITECT C-10963
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
DANNY E. ORDIZ, AIA
ARCHITECT C-14728
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-121
OCTOBER 31, 2025
JEANINE S. BERTOLACCINI
C-35596

FLOOR PLAN AND

DIMENSION FLOOR
PLAN
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 9/6/2024PLOT TIME: 2:53 PM

Page 212 of 395 ends

ACCESSORY SCHEDULE
ID
CH1
FSS
GB1
GB2
GB3
HD1
MH1
MR1
SD1
SN1
TSC1
TT1

DESCRIPTION

ROBE HOOK

FOLDING SHOWER SEAT
36" GRAB BAR
42" GRAB BAR
18" GRAB BAR

HAND DRYER

MOP HOLDER

MIRROR WITH STAINLESS STEEL FRAME

SOAP DISPENSER

SANITARY NAPKIN WASTE

TOILET SEAT COVER DISPENSER

TOILET TISSUE DISPENSER
RF
5'-2"
59" CLEAR MINIMUM
3'-1" 5'-0" MINIMUM
4'-11" 3'-0"
5'-0"
3'-5" 3'-6" 3'-6" 3'-5"
4'-3" 2'-6" 2'-6" 1'-6"

EQUAL EQUAL
2'-6" 2'-6" 3'-4"
1'-6"
5'-3"
8'-7"
EQ. EQ.
1'-6"
1'-6"
30" MIN.
3'-3" 3'-1"
13'-10"

EQUAL EQUAL
1'-6"
2"
12"
1'-2"
MR1
SD1
02 HD1
GB1
TT1
SN1
TSC1
02 01
13 07
06 03
TT1
05 TSC1
01 TSC1
GB1
TT1
TT1
GB2
SN1
GB1
SD1
MR1
02 01
15 GB3
09 10
11 12
17 18 19 20
21 27 23 25
14 MH1
22 09
CH1
36"x60"
30"x48"
30"x48"
30"x48"
30"x48"
30"x48"
(TYPICAL 3)
(TYPICAL 3)
(TYPICAL 3)
30"x48"
(TYPICAL 3)
(TYPICAL 3)
2 0
3 0

CL CL CL
CL

CLCLCLCL
2 0
2 0
2 0
2 0
(TYPICAL) (TYPICAL) CL
(TYPICAL 4)
JAN
106

STORAGE
105
UNISEX
108 STOR.
109

LOCKERS
103
MEN'S

RESTROOM
104
OFFICE
CONCESSION 110
107

HALLWAY
112
UNISEX
102
32 17-18"
17'-18"
GB2
SD1
MR1
08 GB2
GB1
FSS
16 TSC1
26 (TYPICAL 4)
EQUAL
3'-0" MIN.

EQUAL
3'-0" MIN.

EQUAL
3'-0" MIN.
5'-2"
59" CLEAR MINIMUM 4'-11" 3'-0"
5'-0"
3'-5" 3'-6" 3'-6" 3'-5"

EQUAL EQUAL
17'-18"
1'-6"
EQ. EQ.
5'-3"
EQ. EQ.

EQ. EQ. EQ. EQ. EQ. EQ.
9'-5"
1'-0"
2'-6"
13'-10"
3'-3"

TYPICAL
3'-1"

TYPICAL
12" TYPICAL
2"
GB2
TT1
SN1
GB1
FSS
GB3
GB1
01 TSC1
TSC1
SN1
TT1
05 04
09 02
MR1
HD1 SD1
07 11
12 TSC1
TT1
SN1
GB1
SD1
01 13 02
27 24
23 25
CH1
30"x48"
36"x48"
30"x48"
36"x60"
30"x48"
(TYPICAL 3)
(TYPICAL 3)
(TYPICAL 3)
(TYPICAL 3)
(TYPICAL 3)
(TYPICAL 3)
30"x48"
(TYPICAL 4)
CL
2 0
CL

CLCLCLCL
3 0
2 0
2 0
2 0
(TYPICAL 4)
(TYPICAL 4)
60"x59"
JAN.
113
ELEC.
115

WOMEN'S

RESTROOM
114
32 17"-18"
3'-4" 2'-6" 2'-6" 1'-6"
10 08
GB2
MR1
09 16
MH1
26 ENLARGED FLOOR PLAN KEYNOTES
ID
01 02
03 04
05 06
07 08
09 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 DESCRIPTION

WATER CLOSET

LAVATORY
URINAL

ACCESSIBLE DRINKING FOUNTAIN WITH BOTTLE FILLER

TOILET PARTITION

URINAL SCREEN
1'-8" x 4'-0" ACCESSIBLE FIXED BENCH. SEE SPECIFICATIONS 15" X 15" DOUBLE TIER METAL LOCKER. SEE SPECIFICATIONS

FIXED SHOWER HEAD

ACCESSIBLE HANDHELD SHOWER FAUCET

MOP SINK

WATER HEATER

CHANGING STATION
REFRIGERATOR (OWNER FURNISHED). PROVIDE UTILITIES
FREEZER (OWNER FURNISHED). PROVIDE UTILITIES
SWIMSUIT DRYER (OWNER FURNISHED). PROVIDE UTILITIES
24"x 72" STAINLESS STEEL WORK TABLE WITH OPEN BASE
24"x 48" STAINLESS STEEL WORK TABLE WITH UNDERSHELF
24"x 72" STAINLESS STEEL WORK TABLE WITH DOUBLE COMPARTMENT SINK (RIGHT SIDE)
24"x 60" STAINLESS STEEL WORK TABLE WITH UNDERSHELF
24"x 72" STAINLESS STEEL WORK TABLE WITH UNDERSHELF
10"x 96" STAINLESS STEEL WALL MOUNTED SHELF

SHOWER PARTITION
12" PANEL
FLOOR DRAIN. SLOPE CONCRETE SLAB TO DRAIN

SOLID SURFACE COUNTERTOP
6" x 36" FIXED BENCH
DCBA
KJIHGF
N
A1 SCALE: 1/4" = 1'-0"

FLOOR PLAN ENLARGED
C1 SCALE: 1/4" = 1'-0"

FLOOR PLAN ENLARGED
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JAMES R. VARNER, AIA
ARCHITECT C-10963
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
DANNY E. ORDIZ, AIA
ARCHITECT C-14728
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-122
OCTOBER 31, 2025
JEANINE S. BERTOLACCINI
C-35596
FLOOR PLANENLARGED
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 9/6/2024PLOT TIME: 2:53 PM

Page 213 of 395 ends

CS
CS
CS CS
CS
CS

CS CS CS
D4
A-502
D4
A-502
EQ. 6'-0" EQ.

EQ. EQ.

EQ. EQ.
6'-0"

TYPICAL
6'-7"
6'-0"

TYPICAL
EQ. EQ.
6" TYPICAL

EQUAL EQUAL
EQUAL

TYPICAL
EQUAL

TYPICAL
+9'-6"

TYPE II
+9'-0"

TYPE II
+9'-0"
TYPE I
+9'-0"

TYPE II
+9'-0"
TYPE I
+9'-0"
TYPE I
+9'-0"

TYPE II
+9'-0"

TYPE II
+9'-0"
TYPE I
+9'-6"

TYPE II
+9'-0"

TYPE II
+9'-0"
TYPE I
+9'-6"

TYPE II
+9'-0"

TYPE II
+9'-6"

TYPE II
+7'-2"

TYPE III
+9'-6"

TYPE III
JAN
106

STORAGE
105
UNISEX
108
STOR.
109
JAN.
113
ELEC.
115

LOCKERS
103

LOCKERS
116
MEN'S

RESTROOM
104
LOBBY
101
OFFICE
110

WOMEN'S

RESTROOM
114

CONCESSION
107

RECEPTION
111

HALLWAY
112
UNISEX
102
UNISEX
117
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
J
K
K
3 3
2 2
1 1
F1 E1
SS SS
+9'-6"

TYPE II
+7'-0"

TYPE II
CS
SS
24"X48" RECESSED LIGHT FIXTURE IN CEILING GRID
12"X48" SURFACE MOUNTED LIGHT FIXTURE

CONTINOUS SOFFIT VENT
1/8" VENEER PLASTER OVER 5/8 TYPE X GYP BOARD OVER 2x C.J.

CEILING LEGEND

MIRADA MEDIUM WALL SCONCE (XWM) OR APPROVED EQUAL

TYPE II
TYPE I
SUSPENDED 24"X48" 'T' BAR CEILING GRID WITH LAY-IN
ACOUSTIC TILE UNITS. REFER TO SPECIFICATIONS

TYPE III EXTERIOR PLASTER
RECESSED CEILING SPEAKER. SEE SPECIFICATIONS
SURFACE MOUNTED SPEAKER. SEE SPECIFICATIONS
82'-0"

RIDGE VENT
MODEL: SNAP-Z 2000
MANUFACTURER:

SNAP-Z
330 Swamp Rd, Morgantown, PA 19543
EMAIL: [email protected]

OUTLINE OF

BUILDING
BELOW
SLOPE
5:12
SLOPE
5:12
SLOPE
5:12
SLOPE
5:12
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
J
K
K
3 3
2 2
1 1
F1 E1
4'-0"
1'-6"
1'-6"
1'-6"
1'-6"
2'-6"
1'-6"
1'-6"
1'-6"
7'-0"
1'-6"
4'-0"
1'-6"

OUTLINE OF BUILDING BELOW SHOWN DASHED

ROOF LEGEND
DIRECTION OF ROOF SLOPE (1/2":12"U.N.O.)
(ARROW POINTS IN DIRECTION OF FLOW)

STANDING SEAM METAL ROOF
SLOPE
5:12
N
N
A1 SCALE: 1/8" = 1'-0"

REFLECTED CEILING PLAN
C1 SCALE: 1/8" = 1'-0"

ROOF PLAN
NOTES:

1. PROVIDE MECHANICAL SUPPLY, RETURNS, AND EXHAUST FANS AS REQUIRED

PER THE MECHANICAL ENGINEER'S DESIGN IN ALL INTERIOR SPACES

2. PROVIDE LIGHTING AS REQUIRED PER THE ELECTRICAL ENGINEER'S DESIGN IN ALL INTERIOR SPACES
ATTIC VENTILATION CALCULATION:

VENTILATION REQUIRED:
4277 SQUARE FEET x 144 = 615,888 SQUARE INCHES
615,888/ 150 = 4106 SQUARE INCHES
VENTILATION PROVIDED:

RIDGE VENT:125 LINEAR FEET PROVIDED
125 FEET x 24 SQUARE INCHES = 3000 SQUARE INCHES PROVIDED EAVE VENT: 356'-6" LINEAR FEET PROVIDED
356'-6" LFEET x 9 SQUARE INCHES = 3209 SQUARE INCHES PROVIDED GABLE VENT: 495 SQUARE INCHES
495 SQUARE INCHES x (2) = 990 SQUARE INCHES
TOTAL:
7199 SQUARE INCHES > 4106 SQUARE INCHES = OKAY
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JAMES R. VARNER, AIA
ARCHITECT C-10963
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
DANNY E. ORDIZ, AIA
ARCHITECT C-14728
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-131
OCTOBER 31, 2025
JEANINE S. BERTOLACCINI
C-35596

REFLECTED CEILING

PLAN AND ROOF
PLAN
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 9/6/2024PLOT TIME: 2:53 PM

Page 214 of 395 ends

A B C D E F G H I J
K
E1 F1
C2
A-501
C3
A-501
A4
A-501
A5
A-501
C5
A-501
A3
A-501
A3
A-501
B4
A-501
C4
A-501
D2
A-501
A5
A-501
C5
A-501
A3
A-501
A3
A-501
+18'-2"
+4'-6"
+15'-10"
+11'-7"
+11'-10"
+8'-0"
+9'-6"
+7'-0"
+6'-2"
+9'-0"
2'-2" 2'-2"
4 EQUAL AT 27'-6" 02
01 03
04 08 07
06 11
05 10
15 (TYPICAL)
(TYPICAL)
(TYPICAL)
12 5
(TYPICAL 2)

TYPICAL

TYPICAL
12 5
(TYPICAL)

TYPICAL

TYPICAL
(TYPICAL)
(TYPICAL)

TYPICAL
K
J I H G F F1 E E1 D C B A
C3
A-501
B2
A-501
D1
A-501
A4
A-501
+9'-0"
+18'-2"
+12'-10"
+4'-6"
7'-2"

OPENING
EQUAL EQUAL EQUAL +34"
+36"
MAX
EQ EQ
3'-1 +/- 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4 EQUAL AT 16'-10" 2 EQUAL AT 7'-4" 2 EQUAL AT 8'-3" 4 EQUAL AT 16'-3" 16 13
02 01
03 12 01
14 (TYPICAL)
(TYPICAL)
(TYPICAL)

TYPICAL
(TYPICAL 4)
+10'-6"
3 2 1
C3
A-501
A4
A-501
4'-0" 4'-0"
11'-4"
2'-0"
4'-0" 4'-0"
09 03
12 5
12 5
(TYPICAL)
1 2 3
C3
A-501
A4
A-501
11'-4"
2'-6"
3'-6" 2'-0"
+34"
4'-0" 4'-0" EQ. 3'-4" EQ. 4'-0"
16 09
03 14

TYPICAL

EXTERIOR ELEVATIONS LEGEND
ELASTOMERIC FINISH-FIELD COLOR 1
ELASTOMERIC FINISH-FIELD COLOR 2

STONE WAINSCOT

STANDING SEAM METAL ROOF ID
01 02
03 04
05 06
07 08

DESCRIPTIONS
GUTTER. PAINT COLOR 4.

DOWNSPOUT. PAINT COLOR 4.
"V" GROOVE ELASTOMERIC STUCCO CONTROL JOINT. SEE SPECIFICATIONS

STOREFRONT SYSTEM
PVC OUTLOOKER. PAINT COLOR 5.
4" TALL CAST ALUMINUM LETTERS. FONT BY ARCHITECT.
8" TALL CAST ALUMINUM LETTERS. FONT BY ARCHITECT.
6" TALL CAST ALUMINUM LETTERS. FONT BY ARCHITECT.
09 10
11 12
13 14
15 16
26" x 36" (31" x 40 3/4" FRAME SIZE) PEAKED TOP, FUNCTIONAL, PVC, GABLE VENT 5/12 PITCH. PAINT COLOR 5.

FASCIA. PAINT COLOR 4 (MATCH ROOF COLOR)

ROOF RIDGE CAP

CONCEALED GUTTER DOWNSPOUT
DRINKING FOUNTAIN WITH BOTTLE FILLER. SEE SPECIFICATIONS

MIRADA MEDIUM WALL SCONCE (XWM) OR APPROVED EQUAL
WINDOW INSET SURFACES. PAINT COLOR 6
PASS THRU SHELF.SEE B1/A-501

ID DESCRIPTIONS
C1 SCALE: 3/16" = 1'-0"

NORTH ELEVATION
A1 SCALE: 3/16" = 1'-0"

SOUTH ELEVATION
B1 SCALE: 3/16" = 1'-0"
EAST ELEVATION B2 SCALE: 3/16" = 1'-0"WEST ELEVATION

EXTERIOR ELEVATION KEYNOTES
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JAMES R. VARNER, AIA
ARCHITECT C-10963
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
DANNY E. ORDIZ, AIA
ARCHITECT C-14728
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-221
OCTOBER 31, 2025
JEANINE S. BERTOLACCINI
C-35596

EXTERIOR

ELEVATIONS
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 9/6/2024PLOT TIME: 2:53 PM

Page 215 of 395 ends

INTERIOR ELEVATIONS KEYNOTES
ID
01 02
03 04
05 06
07 08
09 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28

DESCRIPTION

WATER CLOSET

LAVATORY
URINAL

MOP SINK

UTILITY FAUCET

WATER HEATER
KOALA CARE KB310-SSWM CHANGING STATION OR APPROVED EQUAL

FIXED SHOWER HEAD

SHOWER PARTITION

TOILET PARTITION

URINAL SCREEN
2'-0" x 2'-0" STAINLESS STEEL LOCKABLE ACCESS PANEL
18" DEEP X 15" WIDE DOUBLE TIER METAL LOCKER. SEE SPECIFICATIONS ACCESSIBLE LOCKER. SEE SPECIFICATIONS

SLOPED LOCKER TOP

CONCRETE BASE
1'-8" x 4'-0" ACCESSIBLE FIXED BENCH. SEE SPECIFICATIONS 24"x 48" STAINLESS STEEL WORK TABLE WITH UNDERSHELF
24"x 60" STAINLESS STEEL WORK TABLE WITH UNDERSHELF
24"x 72" STAINLESS STEEL WORK TABLE WITH UNDERSHELF
24"x 72" STAINLESS STEEL WORK TABLE WITH SINK (RIGHT SIDE) 10"x 96" STAINLESS STEEL WALL MOUNTED SHELF
24"x 72" STAINLESS STEEL WORK TABLE WITH OPEN BASE

ACCESSIBLE HANDHELD SHOWER FAUCET
4" SPEED COVE PRECAST WALL BASE (OR APPROVED EQUAL)
SWIMSUIT DRYER (FURNISHED BY OWNER). PROVIDE UTILITIES

SOLID SURFACE COUNTERTOP

LOCKABLE TALL CABINET

ACCESSORY SCHEDULE
ID
CH1
FSS
GB1
GB2
GB3
HD1
MH1
MR1
SD1
SN1
TSC1

DESCRIPTION

ROBE HOOK

FOLDING SHOWER SEAT
36" GRAB BAR
42" GRAB BAR
18" GRAB BAR

HAND DRYER

MOP HOLDER

MIRROR WITH STAINLESS STEEL FRAME

SOAP DISPENSER

SANITARY NAPKIN WASTE

TOILET SEAT COVER DISPENSER
5'-0"
01 TYPICAL
SN1 TT1 TSC1
GB2
25 A

TYPICAL
+34"
07 B C
02 SD1
MR1
GB1
01 D
17 25 14 13
A
(TYPICAL)
13 B
13 C

OPEN TO MEN'S
RESTROOM 104
17 D
OPEN
A
25 B

TYPICAL
C

OPEN TO
HALLWAY 112
D
6'-6"
5'-10"
48" MAX. TOP OF

CONTROLS
40"

TO CONTROLS
17-19"
27" MAX
16"
FSS 08 09
24 A

OPEN TO MEN'S

LOCKER ROOM
103
(TYPICAL) (TYPICAL) (TYPICAL)
MIN.
25 33"-36"
GB1
SD1 02
HD1
MR1
B
(TYPICAL) (TYPICAL) (TYPICAL)
OPEN
+34"
TSC1
GB1
10 01
26 27
12 C
(TYPICAL) (TYPICAL)
(TYPICAL)

INTERIOR ELEVATIONS LEGEND
PAINTED 5/8" TYPE "X" GYPSUM BOARD. COLOR TO BE SELECTED BY ARCHITECT CERAMIC TILE OVER THINSET OVER 5/8" CEMENTIOUS BACKERBOARD C1 SCALE: 1/4" = 1'-0"
102 UNISEX C3 SCALE: 1/4" = 1'-0"
103 LOCKER ROOM
B1 SCALE: 1/4" = 1'-0"
103 LOCKER ROOM (CONTINUED)
D1 SCALE: 1/4" = 1'-0"
101 LOBBY
B3 SCALE: 1/4" = 1'-0"
104 MEN'S RESTROOM
A1 SCALE: 1/4" = 1'-0"
104 MEN'S RESTROOM (CONTINUED)
REFER TO DETAIL D3/A-501 FOR ACCESSIBLE MOUNTING HEIGHTS REFER TO DETAIL D3/A-501 FOR ACCESSIBLE MOUNTING HEIGHTS JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JAMES R. VARNER, AIA
ARCHITECT C-10963
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
DANNY E. ORDIZ, AIA
ARCHITECT C-14728
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-231
OCTOBER 31, 2025
JEANINE S. BERTOLACCINI
C-35596

INTERIOR

ELEVATIONS
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 9/6/2024PLOT TIME: 2:53 PM

Page 216 of 395 ends

01 08
GB2 GB3
TT1 10 10 25
D
11 03
E
(TYPICAL) (TYPICAL) F
3'-0"
5'-0"
04 05
25 A

TYPICAL
06 B
C
3'-6"
5'-0"
MH1
D

IN BACKGROUND
25 A

TYPICAL
20 22
B

IN BACKGROUND
18 19 21
C
+34"
40" MAX
23 D

RECESSED FIRE

EXTINGUISHER

CABINET
5'-0" TYPICAL
25 A

TYPICAL
01 02
SD1
MR1
TSC1
GB1
B
01 GB2
SN1 TT1
C D

INTERIOR ELEVATIONS KEYNOTES
ID
01 02
03 04
05 06
07 08
09 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28

DESCRIPTION

WATER CLOSET

LAVATORY
URINAL

MOP SINK

UTILITY FAUCET

WATER HEATER
KOALA CARE KB310-SSWM CHANGING STATION OR APPROVED EQUAL

FIXED SHOWER HEAD

SHOWER PARTITION

TOILET PARTITION

URINAL SCREEN
2'-0" x 2'-0" STAINLESS STEEL LOCKABLE ACCESS PANEL
18" DEEP X 15" WIDE DOUBLE TIER METAL LOCKER. SEE SPECIFICATIONS ACCESSIBLE LOCKER. SEE SPECIFICATIONS

SLOPED LOCKER TOP

ACCESSIBLE HANDHELD SHOWER FAUCET
4" SPEED COVE PRECAST WALL BASE (OR APPROVED EQUAL)
SWIMSUIT DRYER (FURNISHED BY OWNER). PROVIDE UTILITIES

SOLID SURFACE COUNTERTOP

LOCKABLE TALL CABINET

ACCESSORY SCHEDULE
ID
CH1
FSS
GB1
GB2
GB3
HD1
MH1
MR1
SD1
SN1
TSC1

DESCRIPTION

ROBE HOOK

FOLDING SHOWER SEAT
36" GRAB BAR
42" GRAB BAR
18" GRAB BAR

HAND DRYER

MOP HOLDER

MIRROR WITH STAINLESS STEEL FRAME

SOAP DISPENSER

SANITARY NAPKIN WASTE

TOILET SEAT COVER DISPENSER

INTERIOR ELEVATIONS LEGEND
PAINTED 5/8" TYPE "X" GYPSUM BOARD. COLOR TO BE SELECTED BY ARCHITECT CERAMIC TILE OVER THINSET OVER 5/8" CEMENTIOUS BACKERBOARD D1 SCALE: 1/4" = 1'-0"
104 MEN'S RESTROOM (CONTINUED) D3 SCALE: 1/4" = 1'-0"106 JANITOR C1 SCALE: 1/4" = 1'-0"
106 JANITOR (CONTINUED) C2 SCALE: 1/4" = 1'-0"107 CONCESSION B1 SCALE: 1/4" = 1'-0"
107 CONCESSION (CONTINUED) B3 SCALE: 1/4" = 1'-0"108 UNISEX A1 SCALE: 1/4" = 1'-0"
108 UNISEX (CONTINUED)
REFER TO DETAIL D3/A-501 FOR ACCESSIBLE MOUNTING HEIGHTS REFER TO DETAIL D3/A-501 FOR ACCESSIBLE MOUNTING HEIGHTS JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JAMES R. VARNER, AIA
ARCHITECT C-10963
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
DANNY E. ORDIZ, AIA
ARCHITECT C-14728
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-232
OCTOBER 31, 2025
JEANINE S. BERTOLACCINI
C-35596

INTERIOR

ELEVATIONS
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 9/6/2024PLOT TIME: 2:53 PM

Page 217 of 395 ends

A3
A-502
7'-0" FIELD VERIFY
2'-7"

FIELD VERIFY
25 28
A

OPEN TO LOBBY

TYPICAL B C D
27" MAX
6'-6"
40"

TO CONTROLS
5'-10"
48" MAX
17"-19"
33"-36"
16"
09 08
GB1
FSS
24 25
A

OPEN TO

LOCKERS
(TYPICAL) (TYPICAL)
MIN
08 GB3
09 10 01
GB2
TT1 SN1
B

IN BACKGROUND IN BACKGROUND
01 02
GB1
TSC1
10 SN1
MR1
SD1 HD1 12
27 C
(TYPICAL)
(TYPICAL)
(TYPICAL)
(TYPICAL) (TYPICAL)
(TYPICAL)
(TYPICAL)
D
OPEN

IN BACKGROUND
3'-3"
5'-0"
05 04
06 25
A

TYPICAL

IN BACKGROUND
3'-3"
5'-0"
MH1
B C D
E F

INTERIOR ELEVATIONS KEYNOTES
ID
01 02
03 04
05 06
07 08
09 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28

DESCRIPTION

WATER CLOSET

LAVATORY
URINAL

MOP SINK

UTILITY FAUCET

WATER HEATER
KOALA CARE KB310-SSWM CHANGING STATION OR APPROVED EQUAL

FIXED SHOWER HEAD

SHOWER PARTITION

TOILET PARTITION

URINAL SCREEN
2'-0" x 2'-0" STAINLESS STEEL LOCKABLE ACCESS PANEL
18" DEEP X 15" WIDE DOUBLE TIER METAL LOCKER. SEE SPECIFICATIONS ACCESSIBLE LOCKER. SEE SPECIFICATIONS

SLOPED LOCKER TOP

ACCESSIBLE HANDHELD SHOWER FAUCET
4" SPEED COVE PRECAST WALL BASE (OR APPROVED EQUAL)
SWIMSUIT DRYER (FURNISHED BY OWNER). PROVIDE UTILITIES

SOLID SURFACE COUNTERTOP

LOCKABLE TALL CABINET

ACCESSORY SCHEDULE
ID
CH1
FSS
GB1
GB2
GB3
HD1
MH1
MR1
SD1
SN1
TSC1

DESCRIPTION

ROBE HOOK

FOLDING SHOWER SEAT
36" GRAB BAR
42" GRAB BAR
18" GRAB BAR

HAND DRYER

MOP HOLDER

MIRROR WITH STAINLESS STEEL FRAME

SOAP DISPENSER

SANITARY NAPKIN WASTE

TOILET SEAT COVER DISPENSER

INTERIOR ELEVATIONS LEGEND
PAINTED 5/8" TYPE "X" GYPSUM BOARD. COLOR TO BE SELECTED BY ARCHITECT CERAMIC TILE OVER THINSET OVER 5/8" CEMENTIOUS BACKERBOARD D1 SCALE: 1/4" = 1'-0"
111 RECEPTION
B1 SCALE: 1/4" = 1'-0"
114 WOMEN'S RESTROOM
A1 SCALE: 1/4" = 1'-0"
114 WOMEN'S RESTROOM (CONTINUED)
C1 SCALE: 1/4" = 1'-0"
113 JANITOR
REFER TO DETAIL D3/A-501 FOR ACCESSIBLE MOUNTING HEIGHTS JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JAMES R. VARNER, AIA
ARCHITECT C-10963
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
DANNY E. ORDIZ, AIA
ARCHITECT C-14728
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-233
OCTOBER 31, 2025
JEANINE S. BERTOLACCINI
C-35596

INTERIOR

ELEVATIONS
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 9/6/2024PLOT TIME: 2:53 PM

Page 218 of 395 ends

5'-0"

TYPICAL
01 GB2
TSC1 TT1 SN1 25
A

TYPICAL
02 01
GB1
SD1
MR1
B C
07 D
13 14 17
15 16 25
A

TYPICAL B
OPEN
16 13
15 C

OPEN TO

RESTROOM

IN BACKGROUND
16 15
D

INTERIOR ELEVATIONS KEYNOTES
ID
01 02
03 04
05 06
07 08
09 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28

DESCRIPTION

WATER CLOSET

LAVATORY
URINAL

MOP SINK

UTILITY FAUCET

WATER HEATER
KOALA CARE KB310-SSWM CHANGING STATION OR APPROVED EQUAL

FIXED SHOWER HEAD

SHOWER PARTITION

TOILET PARTITION

URINAL SCREEN
2'-0" x 2'-0" STAINLESS STEEL LOCKABLE ACCESS PANEL
18" DEEP X 15" WIDE DOUBLE TIER METAL LOCKER. SEE SPECIFICATIONS ACCESSIBLE LOCKER. SEE SPECIFICATIONS

SLOPED LOCKER TOP

ACCESSIBLE HANDHELD SHOWER FAUCET
4" SPEED COVE PRECAST WALL BASE (OR APPROVED EQUAL)
SWIMSUIT DRYER (FURNISHED BY OWNER). PROVIDE UTILITIES

SOLID SURFACE COUNTERTOP

LOCKABLE TALL CABINET

ACCESSORY SCHEDULE
ID
CH1
FSS
GB1
GB2
GB3
HD1
MH1
MR1
SD1
SN1
TSC1

DESCRIPTION

ROBE HOOK

FOLDING SHOWER SEAT
36" GRAB BAR
42" GRAB BAR
18" GRAB BAR

HAND DRYER

MOP HOLDER

MIRROR WITH STAINLESS STEEL FRAME

SOAP DISPENSER

SANITARY NAPKIN WASTE

TOILET SEAT COVER DISPENSER

INTERIOR ELEVATIONS LEGEND
PAINTED 5/8" TYPE "X" GYPSUM BOARD. COLOR TO BE SELECTED BY ARCHITECT CERAMIC TILE OVER THINSET OVER 5/8" CEMENTIOUS BACKERBOARD C1 SCALE: 1/4" = 1'-0"
UNISEX 117
D1 SCALE: 1/4" = 1'-0"
116 LOCKERS
REFER TO DETAIL D3/A-501 FOR ACCESSIBLE MOUNTING HEIGHTS JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JAMES R. VARNER, AIA
ARCHITECT C-10963
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
DANNY E. ORDIZ, AIA
ARCHITECT C-14728
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-234
OCTOBER 31, 2025
JEANINE S. BERTOLACCINI
C-35596

INTERIOR

ELEVATIONS
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 9/6/2024PLOT TIME: 2:53 PM

Page 219 of 395 ends

7"-9"
19" MINIMUM
72" TOP OF
29" MINIMUM
34" MAXIMUM
40" MAXIMUM
HEIGHT
33" MINIMUM- 36"MAXIMUMTO TOP OF BAR
17" MINIMUM
44" MAXIMUM

FEMININE NAPKIN DISPOSAL UNIT

RECESSED/SEMI-RECESSED WITH
3" MAXIMUM PROJECTION FROM
WALL

TOILET SEAT COVER

DISPENSER

SOAP DISPENSER
MIRROR

INSULATE LAVATORY SUPPLY & DRAIN

LINES PER SPECIFICATIONS

PAPER TOWEL DISPENSER

WITH WASTE RECEPTACLE

FEMININE NAPKIN

DISPENSER

HAND DRYER

THE FIXTURES AND ACCESSORIES SHOWN HEREIN ARE NOT NECESSARILY INCLUDED IN THIS PROJECT. REFER TO PLANS AND SPECIFICATIONS FOR FIXTURE OR ACCESSORY TYPE AND LOCATIONS.
12" MAXIMUM
19" MAXIMUM

FINISHED FLOOR
17"

MAXIMUM

LAVATORY
URINAL

WATER CLOSET WITH FLUSH

VALVE ON WIDE APPROACH SIDE
6" MAXIMUM
42" MINIMUM
17"-18"
36" MINIMUM
TOP OF
SEAT

TOILET PAPER DISPENSER
RECESSED/ SEMIRECESSED WITH 3"

MAXIMUM PROJECTION

FROM WALL TOILET PARTITION
24" MINIMUM
27" MINIMUM

OF CONTROLS
GENERAL NOTES:

1. THE NAMED ITEMS IN THIS DETAIL SHALL BE

MOUNTED AT HEIGHTS ACCESSIBLE TO
PERSONS WITH DISABILITIES.

2. MOUNT ALL FIXTURES AND ACCESSORIES AT

HEIGHTS ILLUSTRATED IN THIS DETAIL UNLESS
NOTED OTHERWISE ON THE PLANS.

3. PROVIDE WALL BACKING FOR ACCESSORIES -
SEE DETAIL #DrgID(ref)/#LayID(ref)

FIRE EXTINGUISHER

CABINET
12" 24"
1 1/2" CLEAR
2" MIN
INTERIOR FINISH.

SEE FINISH

SCHEDULE
2x EXTERIOR WALL
WITH R-19 INSULATION

TYPICAL
1/2" PLYWOOD

STONE VENEER ON

MORTAR BED
1/2" PERMABASE

J METAL
22 GA. "Z" FLASHING

WITH CONTINUOUS

CAULKING AT HSS
-EXTEND 2" ABOVE
HSS

FOUNDATION

FIBER EXPANSION JOINT

CONCRETE SLAB
3"
4'-6"

ELASTOMERIC FINISH OVER
1/2" PERMABASE
1/2" PLYWOOD
METAL CHANNEL SCREED.

MODEL: DCS-625-300 x 5/8" THICK
MANFACTURER: FRY REGLET

PRIME AND PAINT
STONE LEDGER. SLOPE TO
DRAIN

STONE VENEER ON MORTAR
BED
1/2" PERMABASE

SEALANT
INTERIOR FINISH.

SEE FINISH

SCHEDULE
2" MIN
1/2" PLYWOOD

STONE VENEER ON

MORTAR BED
1/2" PERMABASE

J METAL
22" GA. "Z" FLASHING

WITH CONTINUOUS

CAULKING AT HSS
-EXTEND 2" ABOVE
HSS

FOUNDATION

FIBER EXPANSION JOINT

CONCRETE SLAB
4'-6"
STONE LEDGER. SLOPE

TO DRAIN

SEALANT
1/2" PERMABASE

STONE VENEER ON MORTAR
BED

ELASTOMERIC FINISH OVER
1/2" PERMABASE
1/2" PLYWOOD
6"
1/2" PLYWOOD

ELASTOMERIC FINISH OVER
1/2" PERMABASE

SOFFIT FRAMING

SOFFIT VENT
MODEL NO:CS78-200V
MANUFACTURER:

CLARKEDIETRICH
WIDTH: 2"
COLOR: WHITE

ELASTOMERIC FINISH OVER
1/2" PERMABASE

SOFFIT DRIP SCREED
MODEL:DS87SEC
MANUFACTURER: STOCKTON
FINISH: CLEAR ANODIZED
135°

SEALANT

SLOPE TO DRAIN

ELASTOMERIC

FINISH OVER
1/2"

PERMABASE
1/2" PLYWOOD
2x WALL

FRAMING
2x8 WALL

FURRING
2x EXTERIOR

WALL WITH
R-19

INSULATION

TYPICAL
INTERIOR FINISH.

SEE FINISH

SCHEDULE
SHIM

ROPE WITH

SEALANT

STOREFRONT

WITH GLAZING
WINDOW
INSET
PAINT
COLOR #6
SHIM
2x EXTERIOR WALL
WITH R-19 INSULATION

TYPICAL
1/2" PLYWOOD
2x8 WALL

FURRING

ELASTOMERIC

FINISH OVER
1/2"

PERMABASE
(TYPICAL)

SEALANT

STOREFRONT

WITH GLAZING

ROPE WITH

SEALANT
INTERIOR FINISH.

SEE FINISH

SCHEDULE

SOFFIT DRIP SCREED
MODEL:DS87SEC
MANUFACTURER: STOCKTON
FINISH: CLEAR ANODIZED
WINDOW
INSET
PAINT
COLOR #6
5"
6"
1" 4" 1"
8"
2" 2" 2"
2"
2'-0"
2'-0"
2"
8"
2"
45°

FRONT SIDE
PVC BRACE BY:

EKENA MILLWORK
2300 W Main St, Clarksville, TX,
US, 75426-3317
(866) 607-0453
[email protected]
2"
5"
3'-0"
3'-0"
8"
2"
6"
1" 4" 1"
8"
2" 2" 2"
2"
3'-0"
45°

FRONT SIDE
PVC BRACE BY:

EKENA MILLWORK
2300 W Main St, Clarksville, TX,
US, 75426-3317
(866) 607-0453
[email protected]
3"
4'-6"
INTERIOR FINISH. SEE

FINISH SCHEDULE
2x EXTERIOR WALL WITH
R-19 INSULATION TYPICAL

ELASTOMERIC FINISH OVER
1/2" PERMABASE
1/2" PLYWOOD

ELASTOMERIC FINISH OVER
1/2" PERMABASE
METAL CHANNEL SCREED.

MODEL: DCS-625-300 x 5/8" THICK
MANFACTURER: FRY REGLET

PRIME AND PAINT

INTERNAL

DOWNSPOUT

SHEET METAL

GUTTER WHERE
OCCURS

DOWNSPOUT
WHERE OCCURS.

SEE EXTERIOR

ELEVATIONS

STAINLESS STEEL

BEAUTY RING

SOFFIT VENT
MODEL NO:CS78-200V
MANUFACTURER:

CLARKEDIETRICH
WIDTH: 2"
COLOR: WHITE

SOFFIT DRIP SCREED
MODEL:DS87SEC
MANUFACTURER: STOCKTON
FINISH: CLEAR ANODIZED
6"

ROOF RAFTER
ROOF

SUBSTRATE

STANDING

SEAM METAL

ROOF OVER

WATERPOOF

MEMBRANE

SHEET METAL
GUTTER
WHERE
OCCURS
1 x 12 HARDIE

BOARD TRIM

DOWNSPOUT
WHERE
OCCURS. SEE

EXTERIOR

ELEVATIONS

ELASTOMERIC

FINISH OVER
1/2" PERMABASE

SOFFIT VENT
MODEL NO:CS78-200V
MANUFACTURER:

CLARKEDIETRICH
WIDTH: 2"
COLOR: WHITE
2" MIN
2x EXTERIOR WALL
WITH R-19 INSULATION
(TYPICAL)
1/2" PLYWOOD

J METAL
22 GA. "Z" FLASHING

WITH CONTINUOUS

CAULKING AT HSS
-EXTEND 2" ABOVE
HSS

FOUNDATION

FIBER EXPANSION JOINT

CONCRETE SLAB

ELASTOMERIC FINISH OVER
1/2" PERMABASE
INTERIOR FINISH.

SEE FINISH

SCHEDULE
1'-2"

PASS THROUGH
WINDOW

SOLID SURFACE

COUNTERTOP

MARINE GRADE

PLYWOOD

SUBSTRATE -

PRIME & PAINT

EXTERIOR WALL

FRAMING

SEALANT

EXTERIOR FINISH
TYP
1 1/2" x 1 1/2" x 1/4"

STEEL ANGLE
BRACKET 2' LONG. AT
16" O.C.
+34"
D3 SCALE: 1/2" = 1'-0"

ACCESSIBLE MOUNTING HEIGHTS
A5 SCALE: 3" = 1'-0"

STONE VENEER BASE
C5 SCALE: 3" = 1'-0"

STONE VENEER LEDGER
B4 SCALE: 3" = 1'-0"

COLUMN BASE
C4 SCALE: 3" = 1'-0"

STONE VENEER CAP
D1 SCALE: 3" = 1'-0"

SOFFIT DRIP SCREED
A3 SCALE: 3" = 1'-0"

WINDOW SILL
B3 SCALE: 3" = 1'-0"

WINDOW HEAD (JAMB SIM)
C2 SCALE: 1" = 1'-0"
OUTLOOKER 2
D2 SCALE: 1" = 1'-0"
OUTLOOKER 1
A4 SCALE: 3" = 1'-0"

WALL REVEAL
B2 SCALE: 1 1/2"= 1'-0"

GUTTER AT SOFFIT
C1 SCALE: 1 1/2"= 1'-0"
GUTTER C3 SCALE: 3" = 1'-0"
BASE
B1 SCALE: 1 1/2"= 1'-0"

PASS THROUGH SHELF
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JAMES R. VARNER, AIA
ARCHITECT C-10963
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
DANNY E. ORDIZ, AIA
ARCHITECT C-14728
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-501
OCTOBER 31, 2025
JEANINE S. BERTOLACCINI
C-35596

DETAILS
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 9/6/2024PLOT TIME: 2:53 PM

Page 220 of 395 ends

1 1/2"X1 1/2" STEEL ANGLE
FRAME. PRIME AND PAINT

TYPICAL
2X2 VERTICAL TUBE
STEEL. PRIME AND PAINT.

COLOR BY ARCHITECT
1/2" PLUG WELD
TYPICAL AT 12"
O.C.

PERFORATED METAL ROUND, CARBON
STEEL, HPRO, 11 GAUGE (.1196 THICK), 1/4"
ROUND ON 1/2" STAGGERED CENTERS, 23%

OPEN AREA TYPICAL

A PLAN VIEW
2X3 HORIZONTAL
TUBE
STEEL. PRIME
AND PAINT.

COLOR BY

ARCHITECT

B SECTION
2X4 HORIZONTAL
TUBE
STEEL. PRIME
AND PAINT.

COLOR BY

ARCHITECT

C SECTION
1/2" PLUG WELD
TYPICAL AT 12"
O.C.

PERFORATED METAL ROUND, CARBON
STEEL, HPRO, 11 GAUGE (.1196 THICK),
1/4" ROUND ON 1/2" STAGGERED
CENTERS, 23% OPEN AREA TYPICAL

METAL ANGLE

WHERE OCCURS
1 1/2"X1 1/2" STEEL
ANGLE FRAME. PRIME

AND PAINT TYPICAL

SOLID SURFACE

COUNTERTOP
OVER

SUBSTRATE

STAINLESS

STEEL SCREWS
AT 12" O.C.

STAINLESS

STEEL BOLT AND
NUT AT 12" O.C.

STAINLESS

STEEL BOLT AND
NUT AT 12" O.C.

TYPICAL
FRONT
REAR

FRONT REAR FRONT REAR
A5
A-502
C4-A
A-502
A5
A-502
3'-6"
2'-6"
2"
6"
2" 2'-4"
9'-9"

FIELD VERIFY
3" 3" 2"

EQUAL EQUAL EQUAL
4"
1'-0"
8"
3" 9"
2"
2"
2'-0"

FIELD VERIFY
OPEN

SOLID SURFACE

COUNTERTOP
1 1/2"x1 1/2" STEEL ANGLE
FRAME. PRIME AND PAINT
TYPICAL 2x3 HORIZONTAL TUBE
STEEL.PRIME AND PAINT.

COLOR BY ARCHITECT
2x2 VERTICAL TUBE
STEEL TYPICAL. PRIME AND PAINT.

COLOR BY ARCHITECT

PERFORATED METAL ROUND, CARBON
STEEL, HPRO, 11 GAUGE (.1196 THICK), 1/4"
ROUND ON 1/2" STAGGERED CENTERS, 23%

OPEN AREA TYPICAL

TYPICAL
+42 SOLID SURFACE

COUNTERTOP
+30 SOLID SURFACE

COUNTERTOP
2" GROMMET

HOLE WITH

GROMMET
PLUG
2x2 TUBE STEEL. TYPICAL OF

ELEVATION
5 PLAN

FULL HEIGHT RECEPTION COUNTER

CABINET
1 1/2"x1 1/2" ANGLE

TYPICAL
C4-B
A-502
C4 - C
A-502
C4-A
A-502
2 3/4"
6"
10" 2"
1'-0"
2'-0"
8"
8"
3"
4" 4"
+30"
TYP
+42"
TYP
1 1/2" x 1 1/2" x 1/4"

STEEL ANGLE
BRACKET 2' LONG.

ATTACH TO 2x2

VERTICAL TUBES

TYPICAL
2x2 VERTICAL TUBES.

POWDER COAT. COLOR

BY ARCHITECT
2x4 HORIZONTAL TUBE.

POWDER COAT. COLOR

BY ARCHITECT
2x2 HORIZONTAL TUBE.

POWDER COAT. COLOR

BY ARCHITECT
2x2 HORIZONTAL TUBE.

POWDER COAT. COLOR

BY ARCHITECT

SOLID SURFACE

COUNTERTOP
TYP

SOLID SURFACE

COUNTERTOP

CONCRETE FOOTING

PERFORATED METAL

ROUND, CARBON STEEL,
HPRO, 11 GAUGE (.1196
THICK), 1/4" ROUND ON
1/2" STAGGERED
CENTERS, 23% OPEN
AREA

DIAMATER
B2
A-501
C1
A-501
B3
A-501
A3
A-501
9'-6"
9'-0"

CONCEALED
GUTTER
LATERAL. SLOPE

TO DRAIN

CONCRETE SLAB

EXTERIOR WALL

FRAMING (TYPICAL)

INTERIOR

DOWNSPOUT TO

STORM SEWER

CONNECTION BELOW

DOWNSPOUT TO

STORM SEWER

CONNECTION BELOW
INTERIOR FINISH. SEE

FINISH SCHEDULE

STANDING SEAM METAL ROOF

OVER UNDERLAYMENT OVER

ROOF SUBSTRATE
MENS RESTROOM 104
23 12
5 12
5 ROOF STRUCTURE
C4 SCALE: 6" = 1'-0"

METAL SCREEN
A3 SCALE: 1/2" = 1'-0"

RECEPTION DESK
A5 SCALE: 1" = 1'-0"

RECEPTION DESK
D4 SCALE: 3/16" = 1'-0"

SECTION
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JAMES R. VARNER, AIA
ARCHITECT C-10963
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
DANNY E. ORDIZ, AIA
ARCHITECT C-14728
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-502
OCTOBER 31, 2025
JEANINE S. BERTOLACCINI
C-35596

DETAILS
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 9/6/2024PLOT TIME: 2:53 PM

Page 221 of 395 ends

TYPE A B C

ELEVATION

DOOR & FRAME TYPE SCHEDULE
ID W00 W01 W02 W03 W04 W05
VIEW
2'-5" 2'-4" 2'-4" 2'-5"
9'-6"
13'-2" F.V.

EQUAL 3'-2" EQUAL

TEMPERED

TEMPERED
7'-0" 2'-0"
2'-0"
9'-0"
F.F.
7'-2"
2'-10" 4'-4"
4'-0"
F.F.
2'-10" 4'-4"
7'-2"
4'-0"
F.F.
7'-2"
3'-8" 3'-6"
4'-0"
F.F.
6'-10"
2'-10" 4'-0"
4'-0"
F.F.

MATERIAL STOREFRONT STOREFRONT ALUMINUM HORIZONTAL SLIDER STOREFRONT STOREFRONT STOREFRONT

FINISH CLEAR ANODIZED CLEAR ANODIZED CLEAR ANODIZED CLEAR ANODIZED CLEAR ANODIZED CLEAR ANODIZED

COLOR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR
GLASS TYPE DOUBLE PANE GLAZING (1" INSULATED GLAZING LOW E UNIT) DOUBLE PANE GLAZING (1" INSULATED

GLAZING LOW E UNIT)
DOUBLE PANE GLAZING (1"

INSULATED GLAZING LOW E UNIT)
DOUBLE PANE GLAZING (1"

INSULATED GLAZING LOW E UNIT)
1/4" INCH CLEAR FLOAT GLASS

WINDOW TYPE LEGEND

DOOR AND FRAME SCHEDULE
DOOR
101
102
103
104a
104b
105
106
107
108
109
110
111
112
113
114a
114b
115
116
117
TYPE
A
B
-
B
B
C
C
B
C
B
B
B
A
B
B
B
B
-
B
DOOR
SIZE
W
3'-0"
3'-0"
0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
0"
3'-0"
HT
7'-0"
7'-0"
0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
0"
7'-0"
THK
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"

MATERIAL

ALUM/GLASS
HM
-
HM
HM
SC WD
SC WD
HM
SC WD
HM
HM
HM

ALUM/GLASS
HM
HM
HM
HM
-
HM
FINISH
FF
P2
-
P2
P2
ST
ST
FF
ST
FF
P2
P2
FF
P2
P2
P2
P2
-
P2
FRAME

MATERIAL
ALUM
HM
-
HM
HM
IAF
IAF
HM
IAF
HM
HM
HM
ALUM
HM
HM
HM
HM
-
HM
FINISH
FF
P2
-
P2
P2
FF
FF
P2
FF
P2
P2
P2
FF
P2
P2
P2
P2
-
P2
DETAIL
HEAD
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
JAMB
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
SILL
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
DOOR
RATING
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-

HARDWARE
SET NO.
01 02
-
03 05
06 06
04 02
06 07
07 01
06 03
05 06
-
02 PANIC
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-

REMARKS

STOREFRONT DOOR
-

DOOR NOT USED
-
-
-
-
-
-
-
-
-

STOREFRONT DOOR
-
-
-
-

DOOR NOT USED
-

FINISH KEY

MARK FINISH

MATERIAL KEY

MARK MATERIALS
SUSP. T-BAR GRID W/ LAY-IN ACOUSTICAL PANELS
5/8" GYP BOARD, TAPE, SAND & MEDIUM TEXTURE
FF
P1
P2

FACTORY FINISH
PAINT: EGGSHELL ENAMEL
PAINT: SEMI-GLOSS ENAMEL

ROOM FINISH AND MATERIAL KEY

CT CERAMIC TILE
GYP
ACT

EMCF EPOXY-MARBLE CHIP FLOORING

EMCBS EPOXY-MARBLE CHIP FINISH OVER PRECAST COVE

BASE SYSTEM
TBB 5/8" TILE BACKERBOARD
ROOM #
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117

ROOM NAME
LOBBY
UNISEX

LOCKERS

MEN'S RESTROOM

STORAGE
JAN

CONCESSION
UNISEX
STOR.

OFFICE

RECEPTION

HALLWAY
JAN.

WOMEN'S RESTROOM
ELEC.

LOCKERS
UNISEX
FLOOR

MATERIAL
EMCF
EMCF
EMCF
EMCF
EMCF
EMCF
EMCF
EMCF
EMCF
EMCF
EMCF
EMCF
EMCF
EMCF
EMCF
EMCF
EMCF
FINISH
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
BASE

MATERIAL
EMCBS
EMCBS
EMCBS
EMCBS
RTSB
EMCBS
EMCBS
EMCBS
EMCBS
EMCBS
EMCBS
EMCBS
EMCBS
EMCBS
EMCBS
EMCBS
EMCBS
FINISH
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF

WAINSCOT

MATERIAL
-
CT
-
-
-
-
-
CT
-
-
-
-
-
-
-
-
CT
FINISH
-
FF
-
-
-
-
-
FF
-
-
-
-
-
-
-
-
FF
WALL A

MATERIAL
GYP
GYP; TBB

CT OVER TBB

CT OVER TBB
GYP
GYP
GYP
GYP; TBB
GYP
GYP
GYP
GYP
GYP

CT OVER TBB
GYP

CT OVER TBB
GYP; TBB
FINISH
P2
P2
FF
FF
P2
P2
P2
P2
P2
P2
P2
P2
P2
FF
P2
FF
P2
WALL B

MATERIAL
GYP
GYP; TBB

CT OVER TBB

CT OVER TBB
GYP
GYP
GYP
TBB
GYP
GYP
GYP
GYP
GYP

CT OVER TBB
GYP

CT OVER TBB
TBB
FINISH
P2
P2
FF
FF
P2
P2
P2
P2
P2
P2
P2
P2
P2
FF
P2
FF
P2
WALL C

MATERIAL
GYP
GYP; TBB

CT OVER TBB

CT OVER TBB
GYP
GYP
GYP
GYP; TBB
GYP
GYP
GYP
GYP
GYP

CT OVER TBB
GYP

CT OVER TBB
GYP; TBB
FINISH
P2
P2
FF
FF
P2
P2
P2
P2
P2
P2
P2
P2
P2
FF
P2
FF
P2
WALL D

MATERIAL
GYP
TBB

CT OVER TBB

CT OVER TBB
GYP
GYP
GYP
GYP; TBB
GYP
GYP
GYP
GYP
GYP

CT OVER TBB
GYP

CT OVER TBB
GYP; TBB
FINISH
P2
P2
FF
FF
P2
P2
P2
P2
P2
P2
P2
P2
P2
FF
P2
FF
P2

CEILING

MATERIAL
GYP
GYP
GYP
GYP
ACT
GYP
ACT
GYP
GYP
ACT
GYP
GYP
GYP
GYP
GYP
GYP
GYP
FINISH
P1
P1
P1
P1
FF
P1
FF
P1
P1
FF
P1
P1
P1
P1
P1
P1
P1

REMARKS
-
-
-
-
-

REFER TO INTERIOR ELEVATIONS FOR LOCATION OF TILE WAINSCOT -
-
-
-
-
-

REFER TO INTERIOR ELEVATIONS FOR LOCATION OF TILE WAINSCOT -
-
-
-

FINISH KEY

MARK FINISH

MATERIAL KEY

MARK MATERIALS
FF
P2

FACTORY FINISH
PAINT: SEMI-GLOSS ENAMEL

DOOR FINISH AND MATERIAL KEY

ST STAINED

HM HOLLOW METAL

IAF INTERIOR ALUMINUM FRAME

SC WD SOLID CORE WOOD
- - -
- - -

RESTROOM

ELECTRICAL

JANITOR

STORAGE

JANITOR
NOTES:

1. ALL DOOR HARDWARE TO BE GRADE 1 MINIMUM
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JAMES R. VARNER, AIA
ARCHITECT C-10963
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
DANNY E. ORDIZ, AIA
ARCHITECT C-14728
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-601
OCTOBER 31, 2025
JEANINE S. BERTOLACCINI
C-35596
DOOR, WINDOW. AND

FINISH SCHEDULES
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 9/6/2024PLOT TIME: 2:53 PM

Page 222 of 395 ends

CONSENT CALENDAR

CITY OF SHAFTER

CITY COUNCIL REPORT
MEETING DATE: November 5, 2024
DEPARTMENT: Alex Gonzalez, Deputy Public Works Director SUBJECT: POLICE DEPARTMENT SUBSTATION - MODULAR BUILDING PROJECT (#PD00001) RELEASE FOR PUBLIC BIDDING

RECOMMENDATION
Council find that this action is exempt from the California Environmental Quality Act; approve the plans and specifications for the Police Department Substation Modular Building Project (#PD00001); and authorize the project to be released for public bidding.

BACKGROUND
The City has been working toward constructing a new Police Department Substation at Gossamer Grove to enhance public safety and community services in the area. In 2022, the City secured a $6 million grant from the State of California to fund a portion of this project. The facility will not only house the police substation but also include city services space, a satellite library, and a community room, providing multiple services for nearby residents.

The City engaged TETER, Inc., an architectural and engineering firm, to develop site layouts and building specifications. Working closely with the City, TETER, Inc. completed the final plans, which include designs for a modular building to house these services. With the design phase now complete, the plans and specifications are ready to be released for public bidding, allowing the City to proceed with the next phase of the project.

FISCAL IMPACT
There is no fiscal impact associated with the current action of authorizing the release of plans and specifications for public bidding. Any fiscal impact will be presented to the City Council for consideration once bids have been received and an award recommendation is requested.

CEQA ANALYSIS
The action is not defined as a “project” per Section 15378(b)(5) of the CEQA Guidelines because the action is approval of a release for public bidding for a project that has already been environmentally cleared and therefore, it is organizational and administrative activity that will not result in direct or indirect physical changes to the environment and not subject to CEQA.

APPROVED BY THE CITY ATTORNEY

Page 223 of 395 ends

POLICE DEPARTMENT SUBSTATION - MODULAR BUILDING PROJECT (#PD00001) RELEASE

FOR PUBLIC BIDDING
- 2 -
Not Applicable

ATTACHMENTS

1. Police Department Substation - Modular Building Plans

Page 224 of 395 ends

OWNER

CITY OF SHAFTER
336 PACIFIC AVENUE
SHAFTER, CA 93263
(661) 746-5023
CONTACT: ALEX GONZALEZ
EMAIL: [email protected]

PROJECT ARCHITECT
TETER, INC.
7535 N. PALM AVE., SUITE 201
FRESNO, CA 93711
(559) 437-0887
CONTACT: LOREN AITON
E-MAIL: [email protected]

ELECTRICAL ENGINEER

CIVIL ENGINEER

STRUCTURAL ENGINEER MECHANICAL/PLUMBING ENGINEER
GALLOWAY & COMPANY, INC.
575 EAST LOCUST AVE., SUITE 103
FRESNO, CA 93720
(559) 721-5030
CONTACT: TERRA MORTENSEN
EMAIL: [email protected]
TETER, INC.
7535 N. PALM AVE., SUITE 201
FRESNO, CA 93711
(559) 437-0887
CONTACT: DAVID MENDOZA
E-MAIL: [email protected]
TETER, INC.
7535 N. PALM AVE., SUITE 201
FRESNO, CA 93711
(559) 437-0887
CONTACT: MATT SODERSTROM
E-MAIL: [email protected]
TETER, INC.
1200 DISCOVERY DR., #160
BAKERSFIELD, CA 93309
(661) 843-8400
CONTACT: JASON MARCH
E-MAIL: [email protected]

LANDSCAPE ARCHITECT
DESIGN LAB 252
P.O. BOX 27616
FRESNO, CA 93729
(559) 472-9966
CONTACT: PATRICK BOYD, ASLA
EMAIL: [email protected]

DOOR HARDWARE

ASSA ABLOY
CONTACT: CHARLES GALLO
PHONE: 925-301-6509
EMAIL: [email protected]
NORTH
SITE 99
7TH STANDARD RD.

GOSSAMER GROVE BLVD.

CALLOWAY DR. COMMUNITY DR.

ETCHART RD.

NORTH
43 65
178
58 99
223
5 119
33 155
46 BAKERSFIELD

SHAFTER
DELANO

MCFARLAND
SITE

GOVERNING CODES
2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 C.C.R. EFFECTIVE JULY 1, 2024
2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. 2022 CALIFORNIA FIRE CODE (CFC), PART 9, C.C.R. TITLE 24 2022 CALIFORNIA REFERENCED STANDARDS CODE, C.C.R. TITLE 24, PART 12 2022 CALIFORNIA ENERGY CODE (CAC), C.C.R. TITLE 24, PART 6 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), C.C.R.

TITLE 24, PART 11
C.C.R., TITLE 19 PUBLIC SAFETY
NFPA 13-22 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (AS AMENDED)
NFPA 24-22 INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR

APPURTENANCES (AS AMENDED)
NFPA 25-13CA (CALIFORNIA NFPA 25 EDITION) INSPECTION, TESTING, AND

MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS
NFPA 72-22 NATIONAL FIRE ALARM AND SIGNALING CODE (AS AMENDED) UL 38-99 MANUALLY ACTUATED SIGNALING BOXES (AS AMENDED) UL 268-16 SMOKE DETECTORS FOR FIRE ALARM SYSTEMS
UL 268A-09 SMOKE DETECTORS FOR DUCT APPLICATION (AS AMENDED) UL 464-03 AUDIBLE SIGNAL APPLIANCES (AS AMENDED)
UL 521-99 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS (AS AMENDED)
UL 1424 CABLES FOR POWER-LIMITED FIRE-ALARM CIRCUITS (2020 EDITION) UL 1971 SIGNALING DEVICES FOR THE HEARING IMPAIRED (2024 EDITION)

AMERICANS WITH DISABILITIES ACT

PROJECT DESCRIPTION

THIS PROJECT PROVIDES A NEW POLICE SUBSTATION AND CITY SERVICES TO

RESIDE IN SEPARATE AREAS OF A SINGLE BUILDING AND OPERATE INDEPENDENTLY. THE PROPOSED BUILDING DESIGN AND LAYOUT IS DONE TO

PROVIDE BRIDGING DOCUMENTS TO BE USED BY MODULAR MANUFACTURING FOR BIDDING. IT IS EXPECTED THE MODULAR BUILDING MANUFACTURER SHALL

EXPAND THESE DOCUMENTS TO YIELD FULL BUILDING PLANS TO BE SUBMITTED FOR APPROVAL.

THE POLICE SUBSTATION, LOCATED ON THE LEFT PORTION OF THE BUILDING,

CONTAINS A LOBBY, OFFICE SPACES, ARMORY/EVIDENCE STORAGE, LIVESCAN

ROOM, INTERVIEW ROOM, CONFERENCE ROOM, OFFICER WORKSTATIONS,

WELLNESS ROOM, BREAK ROOM, DATA TELECOM ROOM, ELECTRICAL ROOM, JANITOR ROOM, AND SHOWERS/RESTROOMS.

THE CITY SERVICES, LOCATED ON THE RIGHT PORTION OF THE BUILDING, WILL

INCLUDE THE CITY ANNEX LOBBY, CITY SERVICES SPACES, PUBLIC SERVICE

AREA, COPY ROOM, STORAGE ROOMS, OFFICE SPACES, BREAK ROOM, CUSTODIAN ROOM, COMMUNITY ROOM, RESTROOMS, AND LIBRARY.

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A R C H I T E C T S E N G I N E E R S C O N N E C T E D ETE
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DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

Teter, Inc. expresslyreserves its common lawcopyright and other plans. This document, theideas and designsincorporated herein, as aninstrument of professionalservice, is not to be usedin whole or in part, forany other project withoutprior written authorization. 1/6" 1/4" 1/2" 1" 2" 3"
0"

NOT FOR

CONSTRUCTION
10/4/2024 4:27:32 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt G000
CITY OF SHAFTERCOVER 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT

FOR THE CITY OF

SHAFTER, CA

POLICE SUBSTATION &

CITY SERVICES BUILDING

PROJECT DIRECTORY
AREA MAP N.T.S.

VICINITY MAP N.T.S.

PROJECT ADDRESS: 8919 FOREST VILLAGE DR.

SHAFTER, CA 93263
ASSESSORS PARCEL NO.: 482-200-805
ZONE: SP - SPECIFIC PLAN
PARCEL SIZE: 0.24 ACRES, 92,420 S.F.

PROPOSED USE: POLICE SUBSTATION & CITY SERVICES BLDG.

GOVERNING AGENCY: CITY OF SHAFTER
CONSTRUCTION: TYPE VB, SPRINKLERED
OCCUPANCY: A-3, NON-SEPARATED

GENERAL

SHEET INDEX

DEFERRED SUBMITTALS
A. SECURITY SYSTEM
B. FIRE SPRINKLER SYSTEM
C. FIRE ALARM

GENERAL
G000 COVER
G001 CODE ANALYSIS & EGRESS PLAN
G002 PROJECT INFORMATION/ CAL GREEN
CIVIL
C1.0 SITE PLAN

ARCHITECTURAL
A000 LEGENDS AND ABBREVIATIONS
A100 SITE PLAN
A201 KEYNOTE FLOOR PLAN
A202 DIMENSIONED FLOOR PLAN
A210 ENLARGED FLOOR PLANS
A300 EXTERIOR ELEVATIONS
A400 BUILDING SECTIONS
A500 ROOF PLAN
A600 REFLECTED CEILING PLAN
A700 DOOR & WINDOW SCHEDULES
A701 FINISH SCHEDULE
A800 ARCHITECTURAL DETAILS
A801 ARCHITECTURAL DETAILS
A802 ARCHITECTURAL DETAILS
A803 ARCHITECTURAL DETAILS
A900 INTERIOR ELEVATIONS
A901 INTERIOR ELEVATIONS

PLUMBING
P001 PLUMBING LEGENDS AND NOTES
P002 PLUMBING SCHEDULES
P200 PLUMBING FLOOR PLAN
P201 ENLARGED PLUMBING FLOOR PLANS
P202 ENLARGED PLUMBING FLOOR PLANS
P500 PLUMBING ROOF PLAN
P800 PLUMBING DETAILS

MECHANICAL
M001 MECHANICAL SCHEDULES, LEGENDS, AND NOTES
M002 MECHANICAL SCHEDULES
M200 MECHANICAL FLOOR PLAN
M300 AIR BALANCE PLAN
M500 MECHANICAL ROOF PLAN
M700 EMS CONTROLS
M800 MECHANICAL DETAILS

ELECTRICAL
E210 POWER PLAN
E220 POWER PLAN - ROOF
E310 LIGHTING PLAN
E410 SIGNAL PLAN
E600 ELECTRICAL DETAILS
E700 SINGLE LINE DIAGRAM
E800 ELECTRICAL SCHEDULES, LEGENDS, AND NOTES
E801 PANEL SCHEDULES
E802 PANEL SCHEDULES
E100 ELECTRICAL SITE PLAN
E601 ELECTRICAL DETAILS - GENERATOR
E701 SINGLE LINE DIAGRAM Copy 1
MODULAR BLDG. BID PACKAGE

Page 225 of 395 ends

REF.

STORAGE
118
139 SF
300 SF/OCC
1 OCC

ARMORY/ STORAGE
117
138 SF
300 SF/OCC
1 OCC

EVIDENCE
116
100 SF
300 SF/OCC
1 OCC
OFFICE
115
125 SF
150 SF/OCC
1 OCC
OFFICE
114
126 SF
150 SF/OCC
1 OCC

CONFERENCE
113
276 SF
15 SF/OCC
19 OCC
OFFICE
112
135 SF
150 SF/OCC
1 OCC

BREAK ROOM
111
131 SF
15 SF/OCC
9 OCC

OFFICER

WORKSTATIONS
120
910 SF
150 SF/OCC
7 OCC

RECORDS
119
239 SF
150 SF/OCC
2 OCC

INTERVIEW
104
59 SF
150 SF/OCC
1 OCC

JANITOR
105
SHOWER
106

RESTROOM
107

DATA/ TELECOM
108

WELLNESS
109
64 SF
300 SF/OCC
1 OCC

ELECTRICAL
110

BREAK ROOM
132
216 SF
15 SF/OCC
15 OCC

CITY OFFICES
135
493 SF
150 SF/OCC
4 OCC

PUBLIC SERVICE
137
133 SF
150 SF/OCC
1 OCC

COPY ROOM
136

STORAGE
134
OFFICE
133
123 SF
150 SF/OCC
1 OCC

LIBRARY WORK
ROOM
130
194 SF
50 SF/OCC
4 OCC

LIBRARY
127
914 SF
100 SF/OCC
10 OCC

COMMUNITY ROOM
126
910 SF
15 SF/OCC
61 OCC

LIBRARY OFFICE
129
126 SF
150 SF/OCC
1 OCC

TABLE & CHAIR

STORAGE
128
240 SF
300 SF/OCC
1 OCC

CITY ANNEX LOBBY
122
481 SF
50 SF/OCC
10 OCC
MEN
123
WOMEN
124

POLICE LOBBY
101
182 SF
50 SF/OCC
4 OCC

LIVESCAN
103
61 SF
150 SF/OCC
1 OCC

CUSTODIAN
125
HALL
121
F.E.C.

F.E.C.

EXITS SHALL BE SEPERATED BY 31' - 7" MIN. (1/3 OF THE TOTAL DISTANCE)

DIAGONAL DIMENSION

OF THE INTERIOR SPACE
=
95' - 07/8"
EXITS SHALL BE SEPERATED BY 33' - 5" MIN. (1/3 OF TOTAL DISTANCE) DIAGONAL DIMENSION OF THE INTERIOR SPACE = 100' - 4 1/4" 1 9
19 1
1 1
1 1
1 1
5 30
1 1

EXIT DOOR
REQUIRED DOOR WIDTH:
16 OCCUPANTS X 0.15 = 2.4
CLEAR WIDTH = 34"±

EXIT DOOR
REQUIRED DOOR WIDTH:
10 OCCUPANTS X 0.15 = 1.5
CLEAR WIDTH = 34"±

EXIT DOOR
REQUIRED DOOR WIDTH:
32 OCCUPANTS X 0.15 = 4.8
CLEAR WIDTH = 34"±

EXIT DOOR
REQUIRED DOOR WIDTH:
53 OCCUPANTS X 0.15 = 7.95
CLEAR WIDTH = 68"±

EXIT DOOR
REQUIRED DOOR WIDTH:
15 OCCUPANTS X 0.15 = 2.25
CLEAR WIDTH = 34"±
EXIT
EXIT
EXIT
EXIT
EXIT
EXIT

EXIT DOOR
REQUIRED DOOR WIDTH:
15 OCCUPANTS X 0.15 = 2.25
CLEAR WIDTH = 34"±
TOTAL OCCUPANT LOAD: 160

FIRE EXTINGUISHER MAX

TRAVEL DISTANCE
75' REQUIRED
70' PROVIDED

FIRE EXTINGUISHER MAX

TRAVEL DISTANCE
75' REQUIRED
68' PROVIDED

FIRE EXTINGUISHER MAX

TRAVEL DISTANCE
75' REQUIRED
50' PROVIDED
32 5
3 6
15 11
72'6"
65'5"
10 54'7"
53 15
36'
8 51'5"

RESTROOM
102

RESTROOM
131
1 15
16 1
4 1
F.E.C.

EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
F.E.C. F.E.C.

EXIT DOOR
REQUIRED DOOR WIDTH:
19 OCCUPANTS X 0.15 = 2.85
CLEAR WIDTH = 34"±

10.16 F.E.C.

10.16 10.16

10.17 10.16

10.17 EXIT

10.17 10.16

10.17 10.17
EXIT
95 SF
150 SF/OCC
1 OCC
59 SF
300 SF/OCC
1 OCC

10.17 10.17

10.17 10.17
EGRESS
A. EXIT ACCESS TRAVEL DISTANCE (2022 CBC SECTION 1017 & TABLE 1017.2): 250'-0" MAX.

MAX DISTANCE IS 72'-6" FROM EVIDENCE ROOM
B. NUMBER OF EXITS REQUIRED (2022 CBC SECTION 1006 & TABLE 1006.2.1)

1. 2 EXITS REQUIRED FOP OCCUPANT LOADS WITH 49-500 OCC.

2. 6 EXITS PROVIDED
C. EGRESS WIDTH COMPONENT (2022 CBC SECTION 1005.3.2): 0.2"/OCC. REQUIRED CLEAR EXIT WIDTH CAN BE CALCULATED USING A CAPACITY FACTOR OF 0.15"/OCC IF THE GROUP IS NOT H OR I-2 AND IF THE BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER (CBC 2022 1005.3.2, EXCEPTION 1).

DIRECTION OF EGRESS
LEGEND

MOST REMOTE OCCUPIED LOCATION

NUMBER OF OCCUPANTS EXITING

PATH OF TRAVEL
XX
HATCH 1 (CROSSHATCH)

ACCESSORY USE, NOT INCLUDED IN CALCULATIONS

ROOM NAME & NUMBER

ROOM AREA

CALCULATED OCCUPANT LOAD
F.E.C.

FIRE EXTINGUISHER & CABINET, SEE 7 / A802
ROOM
101
150 SF (NET)
50 SF/OCC
00 OCC

OCCUPANT LOAD FACTOR

FIRE EXTINGUISHER PATH OF TRAVEL

OCCUPANT LOAD FACTORS
PER 2022 CALIFORNIA BUILDING CODE TABLE 1004.5
A. ACCESSORY (STORAGE, MECH. EQUIP.): 300 SF/OCC. GROSS B. ASSEMBLY (UN-CONCENTRATED): 15 SF/OCC. NET
C. BUSINESS AREA: 150 SF/OCC. GROSS
D. CONCENTRATED BUSINESS USE AREA: 50 SF/OCC. GROSS
E. LIBRARY: READING ROOM 100 SF (GROSS) / OCC

BUILDING ANALYSIS
A. OCCUPANCY CLASSIFICATION(S) (CBC SECTION 302):

1. 'A-3', ASSEMBLY (GENERAL)

2. 'B', BUSINESS

3. 'S-1', MODERATE-HAZARD STORAGE
B. CONSTRUCTION TYPE (CBC 602):

TYPE VB, SPRINKLERED
C. HEIGHT IN FEET:

1. ALLOWABLE (CBC TABLE 504.3)
A. 'A' OCCUPANCY, S: 60'
B. 'B' OCCUPANCY, S: 60'
C. 'S-1' OCCUPANCY, S: 60'

2. ACTUAL: 20' - 0", OK
D. HEIGHT IN STORIES:

1. ALLOWABLE (CBC TABLE 504.4)
A. 'A-3' OCCUPANCY, S: 2 STORIES
B. 'B' OCCUPANCY, S: 3 STORIES
C. 'S-1' OCCUPANCY, S: 2 STORY

2. ACTUAL: 1 STORY ABOVE GRADE, OK
E. AREA:

1. ALLOWABLE AREA (CBC 506)
a. ALLOWABLE AREA BASED ON CBC TABLE 506.2)
• BUILDING IS DESIGNED AS SINGLE OCCUPANCY UNDER THE
PROVISIONS OF CBC SECTION 508.3 FOR NON-SEPARATED

OCCUPANCIES USING THE HEIGHT AND AREA FACTORS FOR AN
A-3 OCCUPANCY AS BEING THE MOST RESTRICTIVE
• 'A-3', S1: 24,000 SF ALLOWED
• ACTUAL AREA: 8,362 SF, OK
CPC CHAPTER 4 - TABLE 4.1. OCCUPANT LOAD FOR PLUMBING FIXTURES:

ASSEMBLY: 30 SF/OCC
BUSINESS: 150 SF/OCC
LIBRARY: 50 SF/ OCC
BUILDING OCCUPANCY TYPE: A-3

PLUMBING FIXTURE CALCULATION

POLICE SUBSTATION
CPC TABLE 422.1 MINIMUM PLUMBING FACILITIES:

ASSEMBLY

BUSINESS
TOTAL

REQUIRED
TOTAL

PROVIDED
407 SF/ (30 SF/OCC)
= 14 OCC
2,282 SF/ (150 SF/OCC)
= 16 OCC
TOTAL: 30 OCC (15M, 15F)
WC
M F
1 1
1 1
1 2
URN
M
1 1
2 LAVS
M F
1 1
1 1
1 2
SHWR
--
--
1 DF
1 1
1*
MS
1 1
1 *DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR AN OCCUPANT LOAD OF 30 OR LESS, PER CPC 2022, 415.2

CITY SERVICES
CPC TABLE 422.1 MINIMUM PLUMBING FACILITIES:

ASSEMBLY

BUSINESS

LIBRARY
TOTAL

REQUIRED
TOTAL

PROVIDED
1,123 SF/ (30 SF/OCC)
= 38 OCC
1,194 SF/ (150 SF/OCC)
= 13 OCC
916 SF/ (50 SF/OCC)
= 19 OCC
TOTAL: 70 OCC (35M, 35F)
WC
M F
1 2
1 2
2 2
URN
M
1 1
1 LAVS
M F
1 1
1 1
2 1
SHWR
--
--
--
DF
1 1
1 MS
1 1
1 GENERAL NOTES
A. FOR SIGNAGE REQUIREMENTS, SEE 4 / A801
KEYNOTES 00.00
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DRAWING TITLE
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DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:22:49 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt G001
CITY OF SHAFTERCODE ANALYSIS & EGRESS PLAN 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT
CODE ANALYSIS & EGRESS PLAN 1/8" = 1'-0" 3

10.16 TACTILE "EXIT" SIGN TE-1

10.17 TACTILE "EXIT ROUTE" SIGN TE-2

PROJECT NORTH NORTH

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A R C H I T E C T S E N G I N E E R S C O N N E C T E D

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DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:22:51 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt G002
CITY OF SHAFTERPROJECT INFORMATION/ CAL GREEN 09/09/2024 22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT

Page 227 of 395 ends

--------------
STAMP
H:\T\Teter\CA, Shafter - TTR0000014.20 - Police Station\0CIV\2-Plan\TTR14_SITE.dwg - Alberto Rincon - 9/10/2024 # Date Issue / Description Init. TETER, INC. SHAFTER POLICE SUBSTATION --SWC OF GOSSAMER GROVE BLVD. & FORST VILLAGE DR. SHAFTER, CA

THESE PLANS ARE AN INSTRUMENT OF SERVICE

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.

COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.

Drawn By:

Project No:

Checked By:

NOT FOR CONSTRUCTION
TTR14
ARV
TJM
09/10/2024

SITE PLAN
C1.0
SCALE: 1"=20' 0 10 20 #

FOR FURTHER DEVELOPMENT

Page 228 of 395 ends

REFERENCE NOTES SCHEDULE

PLANT SCHEDULE
project no.
scale:
sheet title:
sheet no.
submittal: date:
drawn by: checked by:
project:
client:

No. 1
No. 2
No. 3
No. 4
24-03-009
1"=20'-0"

XX/XX/XXXX

XX/XX/XXXX
09/12/2024
KJ PB

CITY OF SHAFTER

SW CORNER OF

GOSSAMER
GROVE BLVD. &
FOREST
VILLAGE DR.

SHAFTER
POLICE

SUBSTATION

PLANTING
PLAN
LA-1
NORTH

Page 229 of 395 ends

TYPICAL SYMBOLS
∅

CONNECTION
SCH. SCHEDULE
CONN.

SHEATHING

STAINLESS STEEL

SPECIFICATION(S)

SHEET METAL
SQUARE
SHOWER

SECTION

TELEVISION

WATER HEATER

WATER CLOSET

WITHOUT

WATERPROOF
WITH
WOOD

UNLESS NOTED

UNDERGROUND
TILE

TOP OF PAVEMENT

TOP OF STEEL

TONGUE AND

TOP OF CONCRETE
THICK

SIDE WALK

STORAGE

STRUCTURAL

SUSPENDED

STANDARD
STEEL
WEIGHT

STATION

SIMILAR
SOUND TRANSMISSION CLASS

SQUARE FEET/FOOT

SPEAKER

STORM DRAIN

SLAB-ON-GRADE

SYMMETRICAL
GROOVE

TEMPORARY

TYPICAL

TUBE STEEL
TENANT

IMPROVEMENT

TEMPERED
TELEPHONE TERMINAL BACK BD.

TELEPHONE

THREADED

TACK BOARD

OTHERWISE
URINAL

VINYL COMPOSITION

VERTICAL

VENT TO ROOF

VINYL WALL

COVERING

WELDED WIRE
FABRIC

WOOD SCREW

WIDE FLANGE

WHEEL CHAIR

WEST OR
WINDOW

WIDTH/WIDE

TRANSFORMER
W/O
XFMR
W.P.

WT.

WWF
W.S.

NOT TO SCALE

COEFFICIENT
N.T.S.

W/
WD.

W.C.

W.H.

WF
W.CH.

WDW.

VWC W
EXST.

EXT.

EXP.

EQUIP.

E.N.

ENCL.

EQ.

E.W.

EVAP.

EXH.

EXPANSION

EXISTING

EXTERIOR

EDGE NAILING

EQUIPMENT

ENCLOSURE

EACH WAY

EVAPORATIVE
EQUAL

EXHAUST
EGR.

EMER.

ELEC.

E.J.

EL.

ELEV.

EMB. E
E.F.

EA.

DWR.

ENGINEER

ELECTRIC(AL)

ELEVATION

EXPANSION JOINT

EMERGENCY

EMBEDMENT

ELEVATOR

EXHAUST FAN
EACH
DRAWER
EAST
MARKERMKR.

MISCELLANEOUS

NOISE REDUCTION

NOT IN CONTRACT

MASONRY OPENING
N.I.C.

N.R.C.

NOM.

NO. NNUMBER

NOMINAL
NORTH
MIN.

MISC.

MTD.

MULL.

M.O.

MTG.

MINIMUM

MOUNTED

MULLION

MEETING
UR.

VCT
VERT.

VTR
U.N.O.

U.G.

TV
TYP.

MECHANICAL

MANUFACTURER

METAL BUILDING

MACHINE BOLT

MAINTENANCE
MEMB.

MFR.

MET.

MH.

MECH.

MED.

MANHOLE

MEMBRANE
METAL
MEDIUM
MAX.

M.B.

M.B.M.

MAINT.

MACH.

MAXIMUM

MACHINE
TK.BD.

T.P.

T.O.S.

TS
TTB
TEL.

T&G
THK.

T.I.

THD.

DOUBLEDBL.

DIA.

DS
DN.

DIM.

DWG.(S)
DP.

DISP.

DET.

DIAG.

D.F.

DEMO

DIAMETER

DOWN SPOUT

DIMENSION

DISPENSER
DOWN

DRAWING
DEEP

DRINKING FOUNTAIN

OR DOUGLAS FIR

DEMOLISH/

DEMOLITION

DIAGONAL
DETAIL
CTR.

CTSK
D.A.

C.Y.

CONSTR.

CONT.

CRC
CONTR.

CPT.

COUNTERSUNK

DISABLED ACCESS

CUBIC YARD
CENTER

CONSTRUCTION

COLD ROLLED CHANNEL

CONTINUOUS

CONTRACTOR
CARPET
KNOCK OUT PANELK.O.P.

STC

LABORATORY

LEFT HAND

POUND (POUNDS)

LIGHT WEIGHT

LINEAL FOOT
L.B. LAG BOLT
L.H.

LT.

LT.WT.

LIB.

L.F.

LIGHT

LIBRARY
LAV.

LAM.

LAB.

LB(S)

LAVATORY

LAMINATE
S.W.

T.C.

SYM.

TEMP.

TMPD.

STD.

STL.

SUSP.

STRUCT.

STOR.

INSULATION

INFORMATION

KNOCK OUT

INSIDE DIAMETER/
KIT.

JAN.

JT.

K.O.

JANITOR
JOINT

KITCHEN
INSUL.

INT.

INFO
I.D.

INTERIOR

DIMENSION
S.M.

SPEC(S).

SQ.

S.S.

STA.

SPKR.

S.O.G.

SECT.

SHR.

SHTG.

SIM.

SF
S.D.

PLYWOOD EDGE

OUTSIDE DIAMETER/

POUNDS PER

PLYWOOD BOUNDARY

PLYWOOD

POUNDS PER

PLYWOOD EDGE
POINT
PAIR
PLATE
OVER

OPPOSITE

OPENING
OFFICE

ON CENTER

SOLID CORE

REDWOOD

REFRIGERATOR

RIGHT-OF-WAY

ROUGH OPENING

RIGHT HAND
ROOM

RESILIENT

REQUIRED

REINFORCED

PARTITION

RETURN AIR

ROOF DRAIN

PRESSURE TREATED
ABBREVIATIONS: WHEN USED IN THESE DOCUMENTS SHALL CONFORM TO THE FOLLOWING LIST UNLESS OTHERWISE NOTED. DRAWINGS OF OTHER DISCIPLINES (SUCH AS CIVIL, STRUCTURAL, PLUMBING,

MECHANICAL, AND ELECTRICAL) MAY CONTAIN SPECIFIC ABBREVIATIONS, REFERENCES, AND LEGENDS WITH INTERPRETATION INTENDED ONLY FOR THOSE DISCIPLINES.

OPEN WEB JOIST

DIMENSION

OPPOSITE HAND

OVER HEAD

ORIGINAL

OVER FLOW ROOF
DRAIN

OWNER FURNISHED,
CONTR. INSTALLED

OWNER INSTALLED

OWNER FURNISHED,
OVAL HEAD MACH.

SCREW
SCREW

OVAL HEAD WOOD
DOOR

OVER HEAD COILING

PLASTIC LAMINATE

PLASTER

DOUGLAS FIR

SQUARE FOOT

SQUARE INCH

NAILING
SCREWS

NAILING
VALVE

POST INDICATOR
PAPER TOWEL DISP.

POLYVINYL CHLORIDE

PROPERTY LINE
REMOVE

RAIN WATER LEADER

REFLECTED

ROUND HEAD WOOD
SCREW

THERMAL

SUPPLY AIR
SOUTH
RADIUS

RESISTANCE

ANCHOR BOLT
O/
A.B. FINISHFIN.

BLOCKINGBLKG.

CONSTRUCTION JOINT
CLR.

CONC.

COL.

CMU
CL.RM.

CTR.

CLG.

CLO.

C.J.

C.L.F.

C.L.

C.I.

CLEAR

CONCRETE MASONRY UNIT

CLASS ROOM
COLUMN

CONCRETE

COUNTER

CHAIN LINK FENCE

CENTER LINE

CAST IRON
CLOSET

CEILING
CAB.

C.B.

CER.

CEM.

C.F.

C&G
BOT.

BM.

BRG.

BTWN.

B.U.R.

CARRIAGE BOLT

CUBIC FOOT

CURB AND GUTTER

CABINET

CERAMIC
CEMENT

BUILT-UP ROOF(ING)

BEARING
BOTTOM
BEAM

BETWEEN
RESIL.

HARDWOODHDWD.

HOLLOW METAL

HORIZONTAL
HEATING/VENTILATING/AIR CONDHOLLOW METAL DOOR

HOLLOW METAL FRAME
HOURHR.

HT.

HVAC
HWY
HEIGHT

ITIONING

HIGH WAY
HORIZ.

H.M.

H.M.D.

H.M.F.

RWD.

S.C.

RWL
S.A. S
R.O.W.

R.O.

RM.

R.H.

R.H.W.S.

HOLLOW CORE

HARDBOARD

HEAVY DUTY
HBD.

HDW.

H.C.

HDR.

H.D.

HD.

HARDWARE
HEADER
HEAD
H.B.

GYP.

GR.

GND.

HOSE BIBB
GRADE
GYPSUM
GROUND
R.A.

R.D.

REINF.

REQD.

REFR.

REM.

REFL.

PTN.

PVC R
R.

ANOD. ANODIZED
BLDG.

BLK.

B.E.N
BD.

BEL.

APPROX.

ARCH.

AV
A.P.C.

BOUNDARY EDGE NAILING
BLOCK

BUILDING
BOARD
BELOW

ARCHITECT(URAL)

APPROXIMATE

AUDIO VISUAL

ACOUSTIC PANEL CEILING
ALT.

ALUM.

AGG.

A.F.F.

ADJC.

A.F.G.

ADJ.

ADA
ADAAG
ADDL.

AGGREGATE

ABOVE FINISH FLOOR

ALTERNATE

ABOVE FINISH GRADE

ALUMINUM

ADJACENT

ADJUSTABLE

AMERICANS WITH

DISABILITIES ACT

GUIDELINES

ADA ACCESSIBLE

ADDITIONAL
F.S.H. FIRE SPRINKLER HEAD
P.LAM.

GALVANIZED

GALVANIZED IRON
GENERAL CONTR.

GAUGEGA.

GALV.

GL.

G.I.

GEN.

G.C.

G.B.

GLASS

GENERAL

GRAB BAR
FUT.

FURR.

FT.

FUTURE

FURRING

FOOT/FEET
PSI
PT.

P.T.D.F.

P.T.D.

PL.

PR.

PSF
PLYWD.

PLAS.

P.L.

FLUORESCENT

FLOOR(ING)

FACE OF STUD

FACE OF CONCRETE

FACE OF MASONRY

FACE OF FINISH
FIBERGLASS REINFORCED PANELING

FIRE SPRINKLER(S)
F.O.S.

F.O.M.

F.O.F.

FRP
F.S.

FLASH.

FLUOR.

F.O.C.

FLR.

F.O.

FIXT.

FLASHING

FACE OF

FIXTURE
P.E.S.

P.E.N.

P.I.V.

P.B.N.

OWJ
OVHD
ORIG.

ABV.

A.C.T.

A/C
ACP
ACST. #
(N)
(E)
ABOVE

ACOUSTIC CEILING TILE

AIR CONDITIONING

ASPHALT CONCRETE

ACOUSTICAL
PAVING

POUND OR NUMBER

EXISTING
NEW
C@L&L CENTERLINE

PERPENDICULAR

DIAMETER OR ROUND
AND
ANGLE
AT

FOUNDATION

FIRE EXTINGUISHER

FINISH FLOOR

FIRE EXTINGUISHER

FINISH GRADE

FLAT HEAD WOOD SCREW

CONNECTION

FACTORY FINISH

FIRE HYDRANT

MACHINE SCREW
F.FLR.

F.G.

FHWS
F.H.

FHMS FLAT HEAD
F.E.C.

F.E.

FDN.

F.F.

CABINET
OPP.

OPNG.

O.H.M.S.

O.H.W.S.

O.H.

O.F.R.D.

OFOI
O.H.C.D.

FIRE DEPARTMENT

FLOOR DRAIN

FIRE ALARM

FURNISHED BY

OWNER/OTHERS
F.D.C.

F.B.

F.D.

FA
F.B.O.

FLAT BAR O.C.

OFF.

O.D.

OFCI

OCC OCCUPANT LOAD

ABBREVIATIONS

DOOR SYMBOL

WINDOW SYMBOL

KEYNOTE SYMBOL

SECTION
DETAIL

ROOM IDENTIFICATION

CEILING HEIGHT

LOCATION ON SHEET REFERENCED

SHEET NUMBER WHERE SECTION IS LOCATED

LOCATION ON SHEET REFERENCED

SHEET NUMBER WHERE DETAIL IS LOCATED

ROOM NUMBER

ROOM NAME

KEYNOTE REFERENCE, REFER TO

KEYNOTE LIST ON SHEET

WINDOW REFERENCE

DOOR REFERENCE

00.00 A
000A
XX
XXXX
XX
XXXX
+10'-0"
ROOM
01 60" DIAMETER WHEELCHAIR TURN

AROUND SPACE
30"X48" WHEELCHAIR CLEAR SPACE
WALL SIGNAGE, SEE SHEET A801
TE-1

FIRE EXTINGUISHER & CABINET, SEE
DETAIL
F.E.C.

WHEELCHAIR 'T' TURNAROUND CLEAR
SPACE
7 / A802
A
1 GRID LINE
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VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:22:53 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A000
CITY OF SHAFTERLEGENDS AND ABBREVIATIONS 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT

Page 230 of 395 ends

EASEMENT
408' - 4"
278' - 1 1/4"
10' - 0"

DRIVEWAY
24' - 0"
SETBACK 20' - 0"

SETBACK
5' - 0"
GOSSAMER GROVE BLVD.

FIRE STATION
PARCEL #2
PARCEL #3
FOREST VILLAGE DR.

PROPOSED POLICE SUBSTATION

AND CITY SERVICE SPACES

32.71 DRIVEWAY 26' - 0"

32.68 32.69
47'
-
8 5/8"
S2ETBACK 0' - 0"

32.68 26.01
10 11
5 4
5 7

32.32 32.32

32.36 32.93

32.95 32.75

32.75 32.61

32.61 32.71

26.13 26.11

32.36 32.41

32.61 32.61

32.41 2.17
1 TYP.

32.81 32.33

32.33 26.02
KEYNOTES 00.00
LEGEND
CONC. PAVING, SEE CIVIL.

LIGHT POLE, SEE ELECTRICAL.

PATHWAY LIGHT BOLLARD, SEE ELECTRICAL.

F.H. FIRE HYDRANT, SEE CIVIL.

PROPERTY LINE

PROPOSED BUILDING

ACCESSIBLE ROUTE
(2022 C.B.C. SECTION 11B - 206)

THE ACCESSIBLE ROUTE IS A CONTINUOUS UNOBSTRUCTED PATH CONNECTING

ACCESSIBLE ELEMENTS AND SPACES OF AN ACCESSIBLE SITE, BUILDING OR

FACILITY THAT CAN BE NEGOTIATED BY A PERSON WITH A DISABILITY USING A

WHEELCHAIR, AND THAT IS ALSO SAFE FOR AND USABLE BY PERSONS WITH OTHER DISABILITIES. ACCESSIBLE ROUTES SHALL COMPLY WITH CBC 11B-402. IN GENERAL, EXTERIOR ACCESSIBLE ROUTES SHALL COMPLY WITH THE FOLLOWING:

SHALL BE STABLE, FIRM, AND SLIP RESISTANT; HAVE A 1:20 MAXIMUM RUNNING SLOPE FOR WALKS; HAVE A 1:12 MAXIMUM SLOPE FOR RAMPS AND CURB RAMPS; HAVE A 1/4:12 MAXIMUM CROSS SLOPE; HAVE A 48” MINIMUM WIDTH; HAVE NO VERTICAL OFFSETS GREATER THAN 1/4”; OFFSETS BETWEEN 1/4” AND 1/2” SHALL BE BEVELED WITH A SLOPE NOT EXCEEDING 1V:2H; HAVE NO OPENINGS ALLOWING THE PASSAGE OF A 1/2” DIAMETER SPHERE; ELONGATED OPENINGS SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL; HAVE A MINIMUM 6” HIGH CURB OR GUARDRAIL AT EDGES WHERE THE DROP OFF EXCEEDS 4” EXCEPT WHERE ADJACENT TO VEHICULAR WAYS; BE FREE OF ELEMENTS PROJECTING MORE THAN 4” FROM WALLS BETWEEN 27” AND 80” ABOVE THE WALKING SURFACE; AND HAVE 80” MINIMUM VERTICAL CLEARANCE.

GENERAL NOTES
A. THE CONTRACTOR SHALL ACCEPT THE SITE IN ITS PRESENT CONDITION &

DEMOLISH AND/OR REMOVE FROM THE PROJECT AREA ALL STRUCTURES, BOTH SURFACE & SUBSURFACE U.N.O. TREES, BRUSH, ROOTS, DEBRIS, ORGANIC

MATTER, & ALL OTHER MATTER DETERMINED BY THE INSPECTOR TO BE DELETERIOUS. SUCH MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR.

B. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED & SHEETED SO THAT

THE EARTH WILL NOT SLIDE OR SETTLE & SO THAT ALL EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE.

WHERE THE EXCAVATION FOR A CONDUIT TRENCH, AND/OR STRUCTURE IS FIVE

FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL PROVIDE ADEQUATE

SHEETING, WHICH SHALL CONFORM TO THE APPLICABLE CONSTRUCTION

SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THE CONTRACTOR SHALL ALWAYS COMPLY WITH OSHA REQUIREMENTS.

C. FINISH GRADE SHALL HAVE A 1.5% SLOPE AWAY FROM THE BLDG. FOR A DISTANCE NOT LESS THAN 5'-0" FROM THE BLDG.

D. PROPERTY DIMENSIONS AS SHOWN ARE BASED ON RECORD INFO. & SHOULD BE FIELD VERIFIED BY A PROPERTY SURVEY PRIOR TO CONSTRUCTION.

E. EXTERIOR CONC. LANDINGS AT DOORS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN DOORWAY THRESHOLD WITH 1/4 INCH PER FOOT SLOPE MAX.

F. SEE CIVIL FOR A.C. & CONC. PAVING SECTIONS, AND CURB DETAILS G. REFER TO CIVIL, LANDSCAPE, PLUMBING & ELECTRICAL FOR UTILITY INFORMATION. CONTRACTOR TO COORDINATE ALL TRADES TO MAINTAIN PROPER CLEARANCES & AVOID CONFLICTS.

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ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:22:55 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A100
CITY OF SHAFTERSITE PLAN 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT
SITE PLAN 1" = 20'-0"
8 NORTH

2.17 EXISTING CONCRETE PAD AND STRUCTURE TO REMAIN

26.01 MAIN SWITCHGEAR, SEE ELECTRICAL

26.02 TRANSFORMER, SEE ELECTRICAL

26.11 GENERATOR, SEE ELECTRICAL DRAWINGS

26.13 ELECTRICAL YARD, SEE ELECTRICAL DRAWINGS

32.32 ACCESSIBLE PARKING STALL SIGNAGE, SEE CIVIL

32.33 VAN ACCESSIBLE PARKING STALL SIGNAGE, SEE CIVIL

32.36 ACCESSIBLE PARKING STALL MARKING, SEE CIVIL

32.41 ISLAND FOR CARD ACCESS TO GATE

32.61 6' TALL CONCRETE MASONRY WALL

32.68 DECORATIVE METAL PEDESTRIAN GATE, ACCESSIBLE, SEE CIVIL

DRAWINGS

32.69 DECORATIVE METAL PAIR OF SWING SERVICE GATES, SEE CIVIL

DRAWINGS

32.71 DECORATIVE METAL ROLLING GATE, SEE CIVIL DRAWINGS

32.75 BICYCLE RACK FOR 5 BIKES

32.81 TREE, SEE LANDSCAPE

32.93 TRASH ENCLOSURE, SEE CIVIL

32.95 FLAG POLE

PROJECT NORTH

Page 231 of 395 ends

Shafter City CouncilNovember 5, 2024

Shafter City Council
November 5, 2024