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HomeMy WebLinkAbout1700 E Santa Clara Ave - PlanPROJECT NO.: 25-2401 PORTOLA PARK SPLASH PAD 1700 E SANTA CLARA AVENUE SANTA ANA, CA 92705 NLOCATION MAP (NOT TO SCALE) N (NOT TO SCALE) VICINITY MAP APPROVALS: PREPARED UNDER THE SUPERVISION OF: DATE RODOLFO ROSAS, P.E., ACTING EXECUTIVE DIRECTOR PUBLIC WORKS AGENCY MIKE ORTIZ, P.E., DEPUTY PUBLIC WORKS DIRECTOR PUBLIC WORKS AGENCY DATE DATE CITY PROJECT MANAGER CITY OF SANTA ANA PUBLIC WORKS AGENCY CONTACT: JONATHON AGUIRRE, ASSISTANT ENGINEER 20 CIVIC CENTER PLAZA; M-23 SANTA ANA, CA 92702 PHONE: 714.647.3559 CIVIL ENGINEER DMS CONSULTANTS, INC. CONTACT: SURENDER DEWAN 133 TECHNOLOGY DRIVE, SUITE #203 GARDEN GROVE, CA 92840 PHONE: 714.740.8840 LANDSCAPE ARCHITECT DAVID VOLZ DESIGN LANDSCAPE ARCHITECTS INC. CONTACT: ERIC STERLING 151 KALMUS DRIVE, SUITE M8 COSTA MESA, CA 92626 PHONE: 714.641.1300 MEP ENGINEER JONES & MADHAVAN ARCHITECTURE ENGINEERING CONTACT: DOUG R, JONES 100 EAST THOUSAND OAKS THOUSAND OAKS, CA 91360 PHONE: 805.777.8489 ELECTRICAL ENGINEER DESIGN WEST ENGINEERING CONTACT: LUIS MUNGUIA 412 E. VANDERBILT WAY SAN BERNARDINO, CA 92408 PHONE: 909.890.3700 ARCHITECT BOA ARCHITECTURE CONTACT: EDWARD LOK NG 1511 COTA AVE. LONG BEACH, CA 90813 PHONE: 562.912.7900 PROJECT TEAM 2 SHADE STRUCTURES TOTAL. SEE SHEET L-301. DEFERRED SUBMITTAL REQUIRED FOR SHADE STRUCTURES. CONTRACTOR TO SUBMIT ENGINEERED DRAWINGS INCLUDING FOOTING DESIGN W/ STRUCTURAL CALCULATIONS. DEFERRED SUBMITTAL REQUIRED FOR SPLASH PAD EQUIPMENT. CONTRACTOR TO SUBMIT STRUCTURAL CALCULATIONS FOR SPLASH PAD EQUIPMENT FOOTINGS. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SHEET INDEX DESCRIPTIONSHEET NUMBER SHEET NAMESCOPE OF WORK: THIS PROJECT INCLUDES THE CONSTRUCTION OF AN OUTDOOR SPLASH PAD AREA WITH SPRAY ELEMENTS, DRAINAGE, RESTROOM RENOVATION AND ADDITION, OUTDOOR SHOWER W/ TANKLESS WATER HEATER, WATER RESERVOIR TANK, RAIN DIVERTER VALVE AND CATCH BASIN, CONCRETE PAVING, PRECAST BENCH, 6' METAL FENCE, GATE, AND SHADE STRUCTURES. UTILITY CONNECTIONS, IRRIGATION MODIFICATION, AND TURF REPAIR ARE INCLUDED IN THE SCOPE OF WORK. THE WORK COMPRISES THE PURCHASE AND FURNISHING OF ALL MATERIALS, EQUIPMENT, TOOLS LABOR AND INCIDENTALS AS REQUIRED BY THE PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS FOR THE ABOVE STATED PROJECT. THE GENERAL ITEMS OF WORK TO BE PERFORMED HEREUNDER CONSIST OF BUT NOT LIMITED TO: MOBILIZATION; PREPARATION AND IMPLEMENTATION OF STORM WATER BEST MANAGEMENT PRACTICES. REFER TO SPECIFICATIONS. INSTALLATION OF CONSTRUCTION FENCE AND DEMOBILIZATION. DEMOLITION AND SITE CLEARING, REMOVAL OF TRASH AND TREE STUMPS. CLEARING AND GRUBBING OF AREA WHERE IMPROVEMENTS ARE PROPOSED. EARTHWORK AND GRADING INCLUDING EXCAVATIONS AND EXPORT OF SOILS. TREE PROTECTION, INCLUDING WATERING AND PRUNING UNDER THE SUPERVISION OF THE CITY'S ARBORIST. INSTALLATION AND CONNECTIONS TO THE UNDERGROUND UTILITIES; STORM DRAIN, SEWER LINE INCLUDING P-TRAPS AND VENT PIPES, WATER PIPES/ PLUMBING AND INSTALLATION OF DRINKING FOUNTAIN, SHOWER, AND TEMPERED WATER HEATER AND MECHANICAL EQUIPMENT INCLUDING RESERVOIR TANK AND DIVERTER VALVE PER THE PLANS AND SPECIFICATIONS. FLATWORK, METALWORK, SHADE STRUCTURE, AND MISCELLANEOUS CONCRETE WORK PER THE PLANS AND SPECIFICATIONS. PUBLIC PARK RESTROOM RENOVATION AND ADDITION. EXTERIOR AND INTERIOR RENOVATION AT THE PUBLIC RESTROOM TO PROVIDE NEW SPLASH PAD EQUIPMENT ROOM ADDITION TO EXISTING BUILDING. NEW ROOF, WALLS, ELECTRICAL, LIGHTING FIXTURES, PLUMBING FIXTURES AND PROVIDE ADA COMPLIANCE INCLUDING FOUNDATIONS PER ARCHITECT'S PLANS. PURCHASE AND TURN KEY INSTALLATION OF TWO (2) SHADE STRUCTURES INCLUDING FOOTINGS AND FABRIC COLORS PER THE PLANS AND SPECIFICATIONS. IRRIGATION MODIFICATIONS; INCLUDING REROUTING THE IRRIGATION MAINLINE, VALVES, ROTORS, SPRAY HEADS, QUICK COUPLERS AND WIRES AS NEEDED. CONTRACTOR TO SUBMIT IRRIGATION MODIFICATION PLANS FOR REVIEW AND APPROVAL. FINE GRADING, WEED ABATEMENT AND THE REPAIR OF TURF PER THE PLANS AND SPECIFICATIONS. POWER AND ELECTRICAL; TRENCH AND INSTALL ALL CONDUITS, LIGHTS AND FIXTURES. PROVIDE POWER TO MECHANICAL EQUIPMENT INCLUDING SPLASH PAD, ELECTRICAL PANEL, AND ELECTRIC WATER HEATER PER ELECTRICAL PLANS AND SPECIFICATIONS. THE PURCHASE AND INSTALLATION OF BENCHES AS SPECIFIED ON THE CONSTRUCTION MATERIALS SCHEDULE IN THE PLANS AND SPECIFICATIONS. GENERAL NOTES 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AS WRITTEN AND PROMULGATED BY THE 2018 EDITION OF SOUTHERN CALIFORNIA CHAPTER OF THE A.P.W.A. A.G.C.C. JOINT COOPERATIVE COMMITTEE HEREIN REFERRED TO AS THE STANDARD SPECIFICATIONS AND THE CITY OF SANTA ANA STANDARD PLANS & SPECIFICATIONS (UNLESS SPECIFICALLY NOTED OTHERWISE OR IN THE SPECIAL PROVISIONS FOR THIS PROJECT). 2.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR STRUCTURE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NO CERTIFICATION IS MADE AS TO ACCURACY OR THOROUGHNESS OF THESE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF SANTA ANA DOES NOT CONSTITUTE AN EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE WITHIN THE LIMITS OF THIS PROJECT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS). THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (811) 48 HOURS BEFORE ANY EXCAVATION. 3.THESE CONSTRUCTION DOCUMENTS WERE CREATED FROM DIGITIZED BASE INFORMATION PROVIDED BY THE CITY OF SANTA ANA EXACT LAYOUTS OF ALL HARDSCAPE ELEMENTS MAY NEED TO BE MODIFIED AND SOME FIELD ADJUSTMENTS MAY BE NECESSARY. THE CONTRACTOR SHALL INCLUDE AS PART OF THE BID, TIME AND LABOR FOR ANY MODIFICATIONS NECESSARY TO IMPLEMENT THE INTENT OF THE DRAWINGS. 4.GENERAL: ALL LOCAL, MUNICIPAL, COUNTY AND STATE LAWS, RULES, AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THE PROJECT PLANS AND SPECIFICATIONS; AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ADDITIONALLY, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE SECTIONS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, APWA STANDARD PLANS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), AND THE PROJECT'S SPECIFICATIONS 5.DAMAGE RESPONSIBILITY: THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGES IMPOSED, INTENTIONALLY OR ACCIDENTALLY, TO EXISTING UTILITIES, BUILDINGS, OR OTHER AMENITIES, DUE TO THE ACTIONS OF THE CONTRACTORS, CONTRACTOR'S EMPLOYEES AND/OR CONTRACTOR'S SUBCONTRACTORS. 6.SITE DEBRIS: THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. ALL RUBBLE, TRASH, DEBRIS OR UNWANTED MATERIALS RESULTING FROM DEMOLITION OR CONSTRUCTION SHALL BE DISPOSED OF IN A LEGAL AND LAWFUL MANNER TO AN APPROVED DISPOSAL SITE. IF DEBRIS REMAINS ON SITE FOR MORE THAN 12 HOURS, UNLESS PRE-APPROVED BY THE CITY, SUCH DEBRIS SHALL BE REMOVED BY THE ENGINEER AT THE EXPENSE OF THE CONTRACTOR. 7.FIELD OBSERVATION: THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL IN-FIELD LAYOUT, DIMENSIONING OF WORK, AND WORK SCHEDULES UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE AND SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT. ANY DISCREPANCIES IN THESE DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL NOT WILLFULLY IMPLEMENT ANY WORK DESCRIBED IN THESE DOCUMENTS WHICH IS OBVIOUSLY IN ERROR, INTERFERES WITH EXISTING SITE FEATURES, OR CAUSES PROJECT COMPLICATION OR HARM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE SCALE OF THE DRAWING. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL VERIFY ALL PROPERTY LINES, LOT LINES, AND EASEMENTS PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERSONALLY VERIFYING WITH THE ENGINEER THAT ALL COPIES OF THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS ARE CURRENT AND APPROVED FOR CONSTRUCTION. 8.MUNICIPAL/COUNTY REQUIREMENTS: THE CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS AND AGENCY INSPECTIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY PERMITS, FEES, AND AGENCY INSPECTIONS REQUIRED SHALL BE PAID BY THE CONTRACTOR. IN THE EVENT THAT THE CITY HAS OBTAINED PERMITS, LICENSES OR OTHER AUTHORIZATIONS APPLICABLE TO THE WORK, THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF SAID PERMIT, LICENSES AND OTHER AUTHORIZATIONS APPLICABLE TO THE WORK. THE CONTRACTOR SHALL GIVE ALL NOTICES NECESSARY AND INCIDENT TO THE DUE AND LAWFUL PROSECUTION OF THE WORK FOR THIS PROJECT. THE CONTRACTOR SHALL ALSO ACQUIRE ALL NECESSARY RIGHT-OF-WAY ENCROACHMENT PERMITS REQUIRED FOR TRAFFIC CONTROL AND LANE CLOSURES FROM THE CITY OF SANTA ANA. ENCROACHMENT PERMIT SHALL BE OBTAINED BY THE CONTRACTOR IN SUFFICIENT TIME TO PREVENT DELAYS TO THE WORK NECESSARY TO THE WORK NECESSARY TO COMPLETE THIS PROJECT. THE CONTRACTOR ACKNOWLEDGES THAT HE HAS VISITED THE SITE AND IS FAMILIAR WITH AND HAS PROVIDED FOR THE CONDITIONS THAT EXIST HEREIN AND THAT HE HAS CHECKED WITH THE APPROPRIATE GOVERNING AGENCIES AND HAS MADE PROVISIONS FOR ANY AND ALL REQUIREMENTS OF THOSE AGENCIES. 9.SITE SECURITY: THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE CITY. CONTRACTOR IS LIABLE FOR ALL DAMAGE OR INJURY CAUSED BY ANY WORK OR STORAGE OF MATERIALS ON THE SITE. 10.EXISTING UTILITIES: EXTREME CARE SHALL BE EXERCISED WHILE WORKING NEAR EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGES BEYOND THE LIMIT OF WORK DUE TO WORK PERFORMED BY THE CONTRACTOR OR OF ANY AGENTS OF THE CONTRACTOR. ALL DAMAGE TO EXISTING SITE FEATURES BEYOND THE LIMIT OF WORK DUE TO WORK PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REESTABLISH SERVICE IN A TIMELY MANNER. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERSONALLY VERIFYING WITH THE ENGINEER THAT ALL COPIES OF THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS ARE CURRENT AND APPROVED FOR CONSTRUCTION. 12.THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE AS REQUESTED BY THE CITY. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO ADHERE TO THE SCHEDULE AS INCORPORATED INTO THE CITY ENGINEER'S (OR HIS/HERS REPRESENTATIVE'S) MASTER SCHEDULE. THE CONTRACTOR SHALL ADHERE TO THE CONSTRUCTION SEQUENCE UNLESS NOTIFIED IN WRITING BY THE CITY ENGINEER. 13.THE CONTRACTOR SHALL COORDINATE ALL FIELD OBSERVATIONS WITH THE OWNER AND NOTIFY BOTH THE OWNER AND LANDSCAPE ARCHITECT AT LEAST 48 HOURS (TWO WORKING DAYS) IN ADVANCE OF ALL FIELD OBSERVATIONS. IF THE CONTRACTOR CALLS FOR A FIELD OBSERVATION FOR WHICH HE IS NOT PREPARED, HE SHALL BE RESPONSIBLE FOR REIMBURSING THE ENGINEER OR LANDSCAPE ARCHITECT AT THEIR CURRENT HOURLY BILLING RATE, PLUS ANY TRANSPORTATION COST AND/OR REPRODUCTIONS. FD FD KEY MAP N.T.S.PORTOLA AVEN EXISTING PARKING LOT SHEET OF PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 Underground Service Alert of Southern California PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. R TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR LL AC IG YOEFB DU ROE Know what's below. before you dig.Call PS-25-2401 N W R I G H T S T N G R A N D A V E E SANTA CLARA AVE N T U S T I N A V E MA B U R Y S T PORTOLA AVE RI D G E W O O D S T FRANZEN AVE GARY M. VASQUEZ, LICENSED LANDSCAPE ARCHITECT DIRECTOR OF DESIGN, DVD CREATIVE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 TITLE SHEET ACCESSIBILITY PLAN DEMOLITION PLAN GRADING PLAN GRADING PLAN EROSION CONTROL PLAN CONSTRUCTION MATERIALS SCHEDULE CONSTRUCTION MATERIALS SCHEDULE CONSTRUCTION PLAN CONSTRUCTION DETAILS - FLATWORK CONSTRUCTION DETAILS - METALWORK CONSTRUCTION DETAILS - AMENITIES CONSTRUCTION DETAILS - AMENITIES CONSTRUCTION DETAILS - AMENITIES CONSTRUCTION DETAILS - AMENITIES SPLASH PAD PLUMBING PLAN EQUIPMENT ROOM PLAN PLUMBING DETAILS PLUMBING DETAILS IRRIGATION LEGEND AND NOTES IRRIGATION WATER USE DATA IRRIGATION MODIFICATION PLAN IRRIGATION DETAILS ELECTRICAL LEGEND AND NOTES SINGLE LINE DIAGRAM ELECTRICAL SITE PLAN ELECTRICAL DETAILS PROJECT INFORMATION AND SHEET INDEX DEMOLITION AND RENOVATION FLOOR PLAN DEMOLITION AND RENOVATION REFLECTED CEILING PLAN DEMOLITION AND RENOVATION ROOF PLAN INTERIOR ELEVATIONS EXTERIOR ELEVATIONS/SECTIONS ACCESSIBLE DETAILS ACCESSIBLE DETAILS ROOF DETAILS ROOF DETAILS DOOR DETAILS SCHEDULES GENERAL NOTES SP. INSPECTION & STRUC. OBSER. NOTES TYPICAL DETAILS TYPICAL DETAILS FOUNDATION AND ROOF FRAMING PLAN DETAILS DETAILS ELECTRICAL NOTES TITLE 24 FORMS SINGLE LINE DIAGRAM POWER AND LIGHTING FLOOR PLANS L-100 L-102 D-1 G-1 G-2 E-1 L-300A L-300B L-301 L-600 L-620 L-630 L-631 L-632 L-633 SP1.1 SP1.2 SP2.1 SP2.2 L-700A L-700B L-701 L-750 E-0.1 E-0.3 E-1.1 E-2.1 A0.0 A1.0 A1.1 A1.2 A2.0 A4.0 A5.0 A5.1 A5.2 A5.3 A5.4 A6.0 SN-1 SN-2 ST-1 ST-2 S-1 SD-1 SD-2 E0.1 E0.2 E0.3 E1.1 11/20/2025 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS 51 52 53 54 55 56 57 ELECTRICAL DETAILS MECHANICAL/PLUMBING NOTES AND SCHEDULES MECHANICAL/PLUMBING SCHEDULES PLUMBING ENERGY COMPLIANCE FORMS MECHANICAL/PLUMBING FLOOR PLANS MECHANICAL/PLUMBING DETAILS MECHANICAL/PLUMBING DETAILS E2.1 MP0.0 MP0.1 MP0.2 MP1.0 MP2.0 MP2.1 1 57 ARCHITECT BOA ARCHITECTURE 1511 COTA AVENUE LONG BEACH, CA 90813 CONTACT: EDWARD LOK NG E: LOK.NG@BOAARCHITECTURE.COM T: 562-912-7900 ELECTRICAL ENGINEER VELA ENGINEERING 298 TENNESSEE ST REDLANDS, CA 92373 CONTACT: ROY MORALES PRINCIPAL E:RMORALES@VELANENG.COM C: 760-403-1889 OWNER CITY OF SANTA ANA 20 CIVIC CENTER PLAZA SANTA ANA, CA 92702 CONTACT: JONATHAN AGUIRRE ASSISTANT ENGINEER E: JAGUIRRE@SANTA-ANA.ORG LANDSCAPE ARCHITECT DAVID VOLZ DESIGN LANDSCAPE ARCHITECTS, INC. 151 KALMUS DRIVE, SUITE M8, COSTA MESA, CA 92626 CONTACT: ERIC STERLING E: ESTERLING@DVOLZDESIGN.COM T: 714-641-1300 STRUCTURAL ENGINEER PACIFIC ENGINEERING 17703 CRENSHAW BLVD. TORRANCE, CA 90504 CONTACT: VICTOR CHAI-PRASERT E: PACIFICENGINEER.VICTOR@GMAIL.COM T: PLUMBING ENGINEER MTN ENGINEERING 298 TENNESSEE ST REDLANDS, CA 92373 CONTACT: BRAIN GRAHAM PRINCIPAL E: BGRAHAM@MTNENGR.COM C: 909-453-7515 PORTOLA PARK N 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CCR* 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR (2018 INTERNATIONAL BUILDING CODE, VOL. 1 & 2, AND 2016 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR (2017 NATIONAL ELECTRICAL CODE AND 2019 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR (2018 IAPMO UNIFORM MECHANICAL CODE AND 2019 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR (2018 IAPMO UNIFORM PLUMBING CODE AND 2019 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 CCR 2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CCR (2018 INTERNATIONAL FIRE CODE AND 2019 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR (2018 INTERNATIONAL EXISTING BUILDING CODE AND 2019 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 CCR 2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 CCR TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS 2016 ASME A17.1/CSA B44-13 SAFETY CODE FOR ELEVATORS AND ESCALATORS (PER 2019 CBC PART 2 CH 35) NOTE: CAL/OSHA ELEVATOR UNIT ENFORCES CCR TITLE 8 AND USES THE 2004 ASME A17.1 BY ADOPTION 2019 ACI318 APPLICABLE STATE CODES (AS OF JAN. 1, 2023): AMERICAN DISABILITY ACTS (2010) NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS (2021) FEDERAL STANDARDS APPLICABLE INDUSTRY STANDARDS 1. EXTERIOR AND INTERIOR RENOVATION AT THE PUBLIC RESTOOM TO PROVIDE NEW SPLASH PAD EQUIPMENT ROOM ADDITION TO EXITING BUILDING. 2. NEW ROOF, WALLS, ELECTRICAL, LIGHTING FIXTURES, PLUMBING FIXTURES AND PROVIDE ADA COMPLIANCE. SCOPE OF WORK: PUBLIC PARK RESTROOM RENOVATION AND ADDITION: CONSTRUCTION TYPE:VB NUMBER OF STORIES:1 OVERALL BUILDING HEIGHT:±9'-8" FIRE SPRINKLERS:NO EXISTING BUILDING AREA:603 SF AREA TO BE RENOVATED:603 SF AREA OF ADDITION:296 SF NEW TOTAL BUILDING AREA:899 SF LEGAL DESCRIPTION:CHAPMAN TR LOT BLK A 9.17 AC M/L IN BLK TR 175 PROJECT ADDRESS:1700 E SANTA CLARA AVE SANTA ANA, 92705 APN:396-011-16 LOT:A LANDUSE:601 LOT AREA:395,155.16 sqft LOT INFORMATION: BUILDING INFORMATION: OCCUPANCY TYPE:U "NO CHANGE OF OCCUPANCY IS PROPOSED" OCCUPANCY INFORMATION (SEE A0.0 FOR ADDITIONAL INFORMATION): E SANTA CLARA AVE RI C H M O N D S T PORTOLA AVE BUILDING LOCATION N M A N T L E L N AVALON AVE N L Y O N S T E BUFFALO AVE N 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING WORK, REPORTING ANY DISCREPANCIES TO THE DESIGNER. 2. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS ON THE DRAWINGS. 3. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR ALL DEMOLITION IN PREPARATION FOR NEW WORK. 4. CONTRACTOR SHALL PATCH, RESTORE, AND REFINISH ALL AREAS DAMAGED BY THE CONSTRUCTION WORK AND DEMOLITION TO MATCH ADJACENT FINISHES. 5. CONTRACTOR SHALL REPAIR ALL TRANSITIONAL AREAS BETWEEN EXISTING AND NEW WORK DUE TO DEMOLITION TO MATCH ADJACENT FINISHES. 6. PROTECT EXISTING CONSTRUCTION FINISHES, ADJACENT PROPERTY, PLANTING AND TREES. PROTECT THE WORK FROM RAIN AND OTHER NATURAL ELEMENTS. REPAIR, REFINISH, OR REPLACE ANY ITEMS DAMAGED DURING CONSTRUCTION. 7. NEW AND EXISTING WALLS/CEILING SURFACES SHALL BE PAINTED WHERE NOTED. SCRAPE, SAND, AND REMOVE ALL EXISTING LOOSE PAINT PER MANUFACTURER'S SPEC. AND PREPARE SURFACES FOR NEW PRIMER & PAINT. 8. COORDINATE W/ ENGINEER PRIOR TO DEMOLITION FOR ITEMS TO BE SALVAGED. 9. UTILITY SERVICES: CONTRACTORS AND SUB-CONTRACTORS SHALL CONFIRM LOCATIONS OF UTILITIES AND NOTIFY ALL PERSONS WORKING ON SITE OF EXISTING UTILITIES. CONTRACTOR SHALL LOCATE AND IDENTIFY ACTIVE UTILITY SERVICES AND TEMPORARY DE-ACTIVATE THEM WHEN THEY CONSTITUTE A HAZARD. LOCATION OF GAS, ELECTRIC AND WATER METERS TO CONFORM WITH UTILITY COMPANY REQUIREMENTS. 10. REGARDING DEMOLITION, CAP ALL EXISTING UTILITIES & PREPARE FOR NEW WORK AS REQUIRED. 11. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET IN ACCORDANCE WITH LOCAL ORDINANCES IF NO EXISTING TOILET AVAILABLE ON SITE. 12. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL GOVERNING BLDG. CODES AND CITY ORDINANCES. 13. THE DRAWINGS ARE THE PROPERTY OF THE DESIGNER. 14. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE CITY CODES AND ORDINANCES. 15. WORKER'S COMPENSATION INSURANCE: CONTRACTOR AND SUB- CONTRACTOR SHALL PURCHASE AND MAINTAIN, COMPLETE COVERAGE TO PROTECT THE CLAIMS UNDER WORKERS COMPENSATION ACTS, AND SHOW PROOF THEREOF. 16. CONTRACTOR CAN REQUEST "OR APPROVED EQUAL" MANUFACTURER FOR ALL NAMED MANUFACTURERS. 17. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE DESIGNER HARMLESS WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLEGENCE OF THE OWNER OR THE DEISNGER. &AND ∠ANGLE @ AT C CENTERLINE ɸ DIAMETER OR ROUND ┴ PERPENDICULAR #POUND OR NUMBER ACC.ACCESSIBLE A/C AIR CONDITIONING ACOUS.ACOUSTICAL A.D.AREA DRAIN ADJ.ADJUSTABLE AL.ALUMINUM APPROX.APPROXIMATE ARCH.ARCHITECTURAL ASPH.ASPHALT A.T.ACOUSTICAL TILE BD.BOARD BITUM.BITUMINOUS BLDG.BUILDING BLK BLOCK BM BEAM BOT BOTTOM CAB CABINET C.B.CATCH BASIN CEM CEMENT CER CERAMIC C.I.CAST IRON CLG.CEILING CLKG CALKING CLR.CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC.CONCRETE CONN.CONNECTION CONST.CONSTRUCTION CONT.CONTINUOUS C.T.CERAMIC TILE CTR CENTER DBL DOUBLE DEPT.DEPARTMENT D.F.DRINKING FOUNTAIN DIA.DIAMETER DET DETAIL DIM DIMENSION DISP DISPENSER DN DOWN DR DOOR DS DOWNSPOUT DWG DRAWING E EAST EA.EACH EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE EQ EQUAL EQPT EQUIPMENT (E) OR EXIST EXISTING EXPO EXPOSED EXP EXPANSION E.J.EXPANSION JOINT EXT EXTERIOR F.A.FIRE ALARM F.D.FLOOR DRAIN FND FOUNDATION F.E.FIRE EXTINGUISHER F.E.C.FIRE EXTINGUISHER CABINET FIN FINISH FL FLOOR FLASH FLASHING FLUOR FLUORESCENT F.O.C.FACE OF CONCRETE F.O.F.FACE OF FINISH F.O.S.FACE OF STUD FPRF FIREPROOF FT FOOT OR FEET FTG FOOTING FURR FURRING GA GAUGE GALV GALVANIZED G.D.GARBAGE DISPOSAL G.I.GALVANIZED IRON GL GLASS GND GROUND GR GRADE GYP.GYPSUM H.B.HOSE BIB H.C.HOLLOW CORE HDWD HARDWOOD HDWE HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT I.D.INSIDE DIAMETER INSUL INSULATION INT INTERIOR JAN JANITOR JT JOINT KIT KITCHEN LAM LAMINATE LAV LAVATORY LT LIGHT MAX MAXIMUM M.C.MEDICINE CABINET MECH MECHANICAL MEMB MEMBRANE MTL METAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS M.O.MASONRY OPENING MTD MOUNTED MRG MOISTURE RESISTANT- GYP. BD. MUL MULLION MWO MICROWAVE OVEN N NORTH N.I.C.NOT IN CONTRACT NO.NUMBER NOM NOMINAL N.T.S.NOT TO SCALE O/OVER OBS OBSCURE O.C.ON CENTER O.D.OUTSIDE DIAMETER OFF.OFFICE OPNG OPENING OPP OPPOSITE PRCST PRECAST PL PLATE P. LAM.PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD PR PAIR PT POINT Q.T.QUARRY TILE R RISER RAD RADIUS R.D.ROOF DRAIN REF REFERENCE REFR REFRIGERATOR REINF REINFORCED REQ REQUIRED RESIL RESILIENT RM ROOM R.O.ROUGH OPENING RWD REDWOOD S SOUTH SC SOLID CORE SCHED SCHEDULE SECT SECTION SH SHELF SHR SHOWER SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE S.STL.STAINLESS STEEL S.SK.SERVICE SINK STA STATION STD STANDARD STL STEEL STOR STORAGE STRUC STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL TRD TREAD T.B.TOWEL BAR T.C.TOP OF CURB TEL TELEPHONE T&G TONGUE AND GROOVE THK THICK T.P.TOP OF PAVEMENT TV TELEVISION T.W.TOP OF WALL TYP.TYPICAL UNF UNFINISHED U.N.O.UNLESS OTHERWISE NOTED UR URINAL VERT VERTICAL VEST VESTIBULE W WEST W/WITH W.C.WATER CLOSET WD WOOD W/O WITHOUT WP WATERPROOF WSCT WAINSCOT WT WEIGHT W.I.WROUGHT IRON PS-25-2401 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF 1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900 Architecture Government Services Edward Lok Ng C-16840 REN.11/30/25 LICENSED A RCHITECT STATE OF C ALIFORNIA DRAWNDESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 LOK NG: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.:G: \ P r o j e c t F i l e s \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t o o m R e n o v & A d d f o r D V D \ 0 1 - D r a w i n g s \ 0 1 - R e v i t \ 3 - C D \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t r o o m R e n o & A d d C D . r v t A.0.0 PORTOLA PARK SPLASH PAD PROJECT INFORMATION & SHEET INDEX JSAF LN PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 -24 0 1 PROJECT DIRECTORY VICINITY MAP APPLICABLE CODES PROJECT DATA LOCATION MAP GENERAL NOTESABBREVIATIONS SHEET INDEX A.0.0 PROJECT INFORMATION & SHEET INDEX A1.0 DEMOLITION & RENOVATION FLOOR PLAN A1.1 DEMOLITION & RENOVATION REFLECTED CEILING PLAN A1.2 DEMOLITION & RENOVATION ROOF PLAN A2.0 INTERIOR ELEVATIONS A4.0 EXTERIOR ELEVATIONS / SECTIONS A5.0 ACCESSIBLE DETAILS A5.1 ACCESSIBLE DETAILS A5.2 ROOF DETAILS A5.3 ROOF DETAILS A5.4 DOOR DETAILS A6.0 SCHEDULES SN1 GENERAL NOTES SN2 SP. INSPECTION & OBSER. NOTES ST1 TYPICAL DETAILS ST2 TYPICAL DETAILS S1 FOUNDATION AND ROOF FRAMING PLAN SD.1 DETAILS SD.2 DETAILS E0.1 ELECTRICAL NOTES E0.2 TITLE 24 FORMS E0.3 SINGLE LINE DIAGRAM E1.1 POWER AND LIGHTING FLOOR PLANS E2.1 ELECTRICAL DETAILS MP0.0 MECHANICAL /PLUMBING NOTES & SCHEDULES MP0.1 MECHANICAL / PLUMBING SCHEDULES MP0.2 PLUMBING ENERGY COMPLIANCE FORMS MP1.0 MECHANICAL / PLUMBING FLOOR PLANS MP2.0 MECHANICAL / PLUMBING DETAILS MP2.1 MECHANICAL / PLUMBING DETAILS NUMBER DATE INITALS DESCRIPTION APPROVED SHEET 28 OF 57 FD FD EXISTING WOOD STUD WALLS TO REMAIN. PATCH AND REPAIR TO MATCH EXISTING FINISHES WHERE DAMAGED BY DEMOLITION. NEW 8X8X16 CMU WALL EXISTING CMU WALLS TO REMAIN. PATCH AND REPAIR TO MATCH EXISTING FINISHES WHERE DAMAGED BY DEMOLITION. DEMOLISH EXISTING CMU WALL DEMOLISH NEW 4" SHOTCRETE WALL MEN'S RESTROOM WOMEN'S RESTROOM STORAGE/ MAINTENANCE 22 A 22 A 22 A 22 A 22 A 22 A 10 L 10 L 10 L 10 I 10 L 22 D 22 D 10 A (E) ELECTRICAL EDGE OF (E) ROOF TYP. 10 A 09 J 09 J 32 B EDGE OF (E) ROOF (E) ELECTRICAL MAIN SERVICE EDGE OF (N) ROOF WOMEN'S 144 MEN'S 145 STORAGE/ MAINTENANCE 146 SPLASH PAD MAINTENANCE EXPANSION 147 8' - 4 " 13 ' - 4 " 12' - 9"7' - 11" 10 ' - 0 " 3 ' - 4 " 10 ' - 0 " 8' - 9"11' - 11" 20' - 4" 22-22 22-22 22-26 22-25 22-25 22-23 22-23 09-54 09-54 03-06 03-06 5' - 0 " 2' - 8 " 2' - 8 " 44" MIN. 4' - 5" 1' - 6 " 1' - 6 " 8' - 1" 4" 8' - 0" 4" 1' - 6 " EQ EQ 1' - 6 " EQ EQ 09-54 P-1 EPX-1A2.08 6 5 7 A2.0 3 2 1 4 A2.0 12 11 10 9 1 2 3 4ED G E O F ( N ) R O O F ED G E O F ( E ) R O O F EDGE OF (E) ROOF ED G E O F ( E ) R O O F A4.0 3 A4.04 A4.0 5 A4.0 1 2 A4.0 3' - 0 " 5' - 0 " 6 A4.0 EPX-1 FD-1 FD-1 09-10 09-10 09-10 A5.1 1 A5.1 1 8' - 1" 1' - 4" 1' - 4" 4' - 0" 1' - 4" 1' - 4 " 1' - 4 " (E) ELECTRICAL PANELS TO REMAIN 26-05 09-10 CONC. 10-21 10-22 A5.1 4 A5.1 7 10-21 10-22 A5.1 7 A5.1 4 A5.1 13 A5.1 13 10-79 A5.1 14 DOOR TO BE IN THE LOCKED AND OPEN POSITION DURING HOURS OF USE DOOR TO BE IN THE LOCKED AND OPEN POSITION DURING HOURS OF USE 32-2 1' - 10" TYP. 22" 1. CAP ALL EXISTING UTILITIES & PREPARE FOR NEW WORK AS REQUIRED. 2. PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE DEMOLITION WORK AS INDICATED ON DRAWINGS AND SPECIFICATIONS AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 3. PATCH, REPAIR, AND RESTORE ALL AREAS DAMAGED BY THE CONSTRUCTION WORK AND DEMOLITION TO MATCH CONDITION OF ADJACENT UNDISTURBED SURFACES. 4. REMOVE FROM THE SITE ALL MATERIAL RESULTING FROM THE DEMOLITION WORK IN SUCH A MANNER AS TO AVOID CREATING A NUISANCE. DISPOSE OF ALL MATERIALS FROM THE SITE ON A DAILY BASIS AT NO ADDITIONAL COST TO THE OWNER. 5. DISPOSE OF ALL MATERIAL RESULTING FROM THE DEMOLITION WORK IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, INCLUDING THOSE GOVERNING NOISE, DUST, AND DIRT CONTROL; DISPOSAL OF HAZARDOUS MATERIALS; AND REQUIREMENTS OF THE LOCAL AIR QUALITY MANAGEMENT DISTRICT. 6. WALL TILE DEMOLITON WORK SHALL BE COORDINATED WITH THE LIMITED ASBESTOS CONTAINING MATERIALS & LEAD-BASED PAINTG SURVEY REPORT CLARK SEIF CLARK INC., DATED SEPTEMBER 15, 2023. SEE VI CONCLUSION & RECOMMENDATON ITEM A & B. 7. POWER AND IRRIGATION CONTROLLER SHALL BE MAINTAINED DURING CONSTRUCTION C.WHERE EXISTING PLUMBING VENT PIPES ARE REMOVED FROM THE ROOF AND NEW ONES ARE INSTALLED THE CONTRACTOR SHALL PATCH AND REPAIR THE ROOF. THE PATCHING AND REPAIR SHALL BE DONE USING A SUB-CONTRACTOR EXPERIENCED WITH ROOFING AND ROOFING REPAIRS. A.ELECTRICAL / MECHANICAL EQUIPMENT AND DEVICES: REINSTALL AND PROPERLY RECONNECT EXISTING DUCTWORK; SWITCHES; THERMOSTATS; AND OTHER EXISTING ELEC./MECH., EQUIPMENT AND DEVICES REMOVED DURING THE WORK BUT NOT INDICATED TO BE REMOVED. REINSTALL ONLY EQUIPMENT AND DEVICES THAT ARE IN GOOD CONDITION STATE APPROVAL IS NEEDED FOR MATERIALS THAT ARE TO BE REUSED. DISCARD EQUIPMENT AND DEVICES THAT ARE NOT IN CONDITION AT LEAST AS GOOD AS EXISTED BEFORE REMOVAL, AND PROVIDE NEW EQUIVALENT EQUIPMENT AND DEVICES. NEW EQUIPMENT AND DEVICES SHALL EXACTLY MATCH THOSE REMOVED IN TYPE, SIZE, FINISH, CONFIGURATION , AND OPERATING CHARACTERISTICS, UNLESS NOTED OTHERWISE. ALL INSTALLATION SHALL MEET CURRENT BUILDING CODE. B.PROVIDE NEW MATERIALS TO MATCH EXISTING UNDISTURBED WORK FOR CLOSING OF OPENINGS, REPAIRS, AND RENOVATION. NEW FINISH MATERIALS AND SUBSTRATES TO MATCH EXISTING SHALL BE THE SAME TYPES, SIZES, QUALITIES, AND COLORS AS EXISTING ADJACENT MATERIAL. REPAIR ALL DAMAGED OR DEFACED FLOOR, WALL, AND CEILING FINISHES ASSOCIATED WITH THESE ALTERATIONS. D.FLOOR COVERING MATERIALS SHALL COMPLY WITH ASTM STANDARD E 648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662. CBC 804.4 NEW CONCRETE SLAB NEW EPOXY FLOORING PS-25-2401 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF 1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900 Architecture Government Services Edward Lok Ng C-16840 REN.11/30/25 LICENSED A RCHITECT STATE OF C ALIFORNIA DRAWNDESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 LOK NG: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.:G: \ P r o j e c t F i l e s \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t o o m R e n o v & A d d f o r D V D \ 0 1 - D r a w i n g s \ 0 1 - R e v i t \ 3 - C D \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t r o o m R e n o & A d d C D . r v t A1.0 PORTOLA PARK SPLASH PAD DEMOLITION & RENOVATION FLOOR PLAN JSAF LN PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 -24 0 1 WALL LEGEND SCALE: 1/4" = 1'-0"1 DEMOLITION FLOOR PLAN DEMOLITION KEYNOTES 09 J REMOVE EXISTING EXPOXY FLOOR FINISH AND PREPARE CONCRETE SURFACE FOR NEW WORK. 10 A REMOVE EXISTING TOILET PARTITIONS AND ATTACHED TOILET ACCESSORIES. 10 I REMOVE EXISTING WALL MOUNTED SIGNAGE AND PREPARE FOR NEW WORK. 10 L DEMOLISH EXISTING PLUMBING ACCESSORIES TYP. 22 A REMOVE EXISTING PLUMBING FIXTURE AND ASSOCIATED FITTINGS. CAP UTILITY LINES BELOW WALL/FLOOR SURFACES AS REQUIRED. RECONNECT PIPING TO NEW FIXTURES SHOWN ON RENOVATION PLAN. PATCH AND REPAIR IMPACTED WALL/FLOOR SURFACES. 22 D REMOVE EXISTING HOSE BIB. 32 B REMOVE EXISTING IRRIGATION CONTROLS. PREPARE AREA FOR NEW WORK. SCALE: 1/4" = 1'-0"2 RENOVATION FLOOR PLAN RENOVATION KEYNOTES 03-06 NEW 2,500 PSI CONCRETE SLAB, 4" THICK MIN. TO MATCH EXISTING CONCRETE SLAB OVER 2" SAND, PROVIDE #4 REBARS @ 16" O.C. AND 6" EMBEDMENT INTO EXISTING SLAB. NEW CONCRETE SLAB TO BE FLUSH WITH EXISTING SLAB. 09-10 NEW 4" HIGH RUBBER BASE. SEE FINISH MATERIAL SCHEDULE. 09-54 NEW 2-PART EPOXY FLOOR FINISH. PROVIDE TEXTURED FINISH AT WET LOCATION. SEE FINISH SCHEDULE. 10-21 NEW RESTROOM DOOR SIGNAGE - PROVIDE NEW ACCESSIBLE COMPLYING ROOM SIGNAGE. PATCH AND REPAIR DOOR/WALL FINISHES AND SUBSTRATES MATERIALS DAMAGED BY RETROFIT WORK TO MATCH THE CONDITION OF ADJACENT UNDISTURBED SURFACES. 10-22 NEW WALL MOUNTED SIGN. 10-79 NEW DOOR MOUNTED NO ACCESS SIGNAGE. 22-22 NEW WALL MOUNTED LAVATORY WITH ADA COMPLIANT FAUCET AND PIPE INSULATION TO FULLY COVER DRAIN/WATER PIPES AND EXPOSED SHARP/ABRASIVE SURFACES UNDER THE LAVATORY. SEE PLUMBING FIXTURE SCHEDULE. 22-23 NEW WALL MOUNTED URINAL. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. 22-25 NEW ADA COMPLIANT WALL MOUNTED WATERCLOSET. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. 22-26 NEW WALL MOUNTED WATERCLOSET. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. 26-05 NEW ELECTRICAL PANELS. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 32-2 PROVIDE NEW IRRIGATION CONTROLS CALSENSE 3000 CONNECT TO EXISTING IRRIGATION SYSTEM, MODIFY AS NEEDED. DEMOLITION NOTES RENOVATION NOTES N FLOOR LEGEND NUMBER DATE INITALS DESCRIPTION APPROVED N "NO ROOMS CLASSIFIED AS INCIDENTAL USE PER TABLE 509.1" SHEET 29 OF 57 26 B 26 B 26 B 26 B 26 B 26 B 26 B 26 B 26 B 26 B 26 B 26 B 26 B EXISTING WOOD STUD WALLS TO REMAIN. PATCH AND REPAIR TO MATCH EXISTING FINISHES WHERE DAMAGED BY DEMOLITION. NEW 8X8X16 CMU WALL EXISTING CMU WALLS TO REMAIN. PATCH AND REPAIR TO MATCH EXISTING FINISHES WHERE DAMAGED BY DEMOLITION. DEMOLISH EXISTING CMU WALL DEMOLISH NEW 4" SHOTCRETE WALL 26-61 26-61 26-61 26-61 26-61 26-61 26-61 26-61 26-6126-61 09-55 09-55 PS-1 PS-1 09-55PS-1 26-61 26-61 26-61 26-61 26-6126-6126-61 PS-25-2401 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF 1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900 Architecture Government Services Edward Lok Ng C-16840 REN.11/30/25 LICENSED A RCHITECT STATE OF C ALIFORNIA DRAWNDESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 LOK NG: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.:G: \ P r o j e c t F i l e s \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t o o m R e n o v & A d d f o r D V D \ 0 1 - D r a w i n g s \ 0 1 - R e v i t \ 3 - C D \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t r o o m R e n o & A d d C D . r v t A1.1 PORTOLA PARK SPLASH PAD DEMOLITION & RENOVATION REFLECTED CEILING PLAN JSAF LN PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 -24 0 1 DEMOLITION KEYNOTES 26 B REMOVE EXISTING LIGHT FIXTURES AT CEILING AND PREPARE FOR NEW WORK. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. SCALE: 1/4" = 1'-0"1 REFLECTED CEILING DEMO PLAN WALL LEGEND SCALE: 1/4" = 1'-0"2 REFLECTED CEILING PLAN RENOVATION KEYNOTES 09-55 NEW PLASTER AND METAL LATH OVER NEW CEILING/ROOF STRUCTURE. PROVIDE TEXTURED FINISH TO MATCH EXISTING. SEE FINISH SCHEDULE. 26-61 NEW SURFACE MOUNTED LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. NOTE: ELECTRICAL SERVICE TO REMAIN IN SERVICE - AREA LIGHTING, BASKETBALL COURTS, ECT. NUMBER DATE INITALS DESCRIPTION APPROVED N N SHEET 30 OF 57 2% MIN. SLOPE HIP HIP HIP HIP +0 +0 +8 +0 +0 +0 +0 +0 +0 +0 2% M I N . S L O P E 2% MIN. SLOPE 2% M I N . S L O P E 2% M I N . S L O P E 07-34 07-35 P-2PVC-1 P-2PVC-1 07-20 07-36 07-20 07-36 07-2007-36 07-20 07-36 A5.2 1 A5.2 2 A5.2 6 A5.2 6 A5.2 6 A5.2 6 23-58A5.2 3 07 B 07 G 07 G 07 G 07 G EXISTING ROOF ANTENNA TO REMAIN. PROTECT IN PLACE. EXISTING ROOF EQUIPMENT TO REMAIN, PROTECT IN PLACE PS-25-2401 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF 1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900 Architecture Government Services Edward Lok Ng C-16840 REN.11/30/25 LICENSED A RCHITECT STATE OF C ALIFORNIA DRAWNDESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 LOK NG: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.:G: \ P r o j e c t F i l e s \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t o o m R e n o v & A d d f o r D V D \ 0 1 - D r a w i n g s \ 0 1 - R e v i t \ 3 - C D \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t r o o m R e n o & A d d C D . r v t A1.2 PORTOLA PARK SPLASH PAD DEMOLITION & RENOVATION ROOF PLAN JSAF LN PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 -24 0 1 SCALE: 1/4" = 1'-0"1 RENOVATION ROOF PLAN SCALE: 1/4" = 1'-0"2 DEMOLITION ROOF PLAN DEMOLITION KEYNOTES 07 B REMOVE EXISTING BUILT-UP ROOF SYSTEM, FLASHING, AND PREPARE FOR NEW WORK. 07 G REMOVE EXISTING ROOF FASCIA. PREPARE AREA FOR NEW WORK. RENOVATION KEYNOTES 07-20 NEW G.I. SHEET METAL EDGE FLASHING. PAINT TO MATCH. 07-34 NEW PVC ROOFING OVER NEW TAPERED R-30 MIN. RIDGID INSULATION WITH MIN. 2% SLOPE OVER NEW 1/4" DENSGLASS BOARD OVER EXISTING PLYWOOD/FRAMING. 07-35 NEW PVC ROOFING OVER NEW TAPERED R-30 MIN. RIDGID INSULATION WITH MIN. 2% SLOPE OVER NEW 1/4" DENSGLASS BOARD OVER NEW PLYWOOD/FRAMING. 07-36 PROVIDE NEW 2X FIBER CEMENT FASCIA. PAINT TO MATCH EXISTING. 23-58 NEW EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR FURTHER INFORMATION. NUMBER DATE INITALS DESCRIPTION APPROVED N N SHEET 31 OF 57 05 P-1 WC-1 P-4 EPY-1 A5.1 3 04WC-1 UR-1 UR-1 06 06 LAV-1 04 P-1 10-20 EPY-1 8' - 5 " A5.1 9 A5.1 8 3 HB-1 01 LAV-1 02 8' - 6 " P-1 EPY-1 02 P-1 P-3 10-20 P-4 P-4 EPY-1 TYP. TYP. A5.1 9 A5.1 12 8' - 6 " LAV-1 P-1 EPY-1 A5.1 12 LAV-1 01 WC-1WC-2 04 04 P-1 P-1 05 10-2010-20 EPY-1 02A5.1 9 A5.1 5 3 HB-1 04 WC-1 05 P-1 EPY-1 A5.1 2 04 P-1 P-3 10-20 P-4 P-4 TYP. TYP. EPY-1 P-4 P-1 P-1 8' - 6 " P-4 P-4 TYP. P-1 P-1 OPEN TO BEYOND P-1 P-1 P-1 P-3 P-4TYP. P-4 TYP. PS-25-2401 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF 1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900 Architecture Government Services Edward Lok Ng C-16840 REN.11/30/25 LICENSED A RCHITECT STATE OF C ALIFORNIA DRAWNDESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 LOK NG: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.:G: \ P r o j e c t F i l e s \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t o o m R e n o v & A d d f o r D V D \ 0 1 - D r a w i n g s \ 0 1 - R e v i t \ 3 - C D \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t r o o m R e n o & A d d C D . r v t A2.0 PORTOLA PARK SPLASH PAD INTERIOR ELEVATIONS JSAF LN PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 -24 0 1 RENOVATION KEYNOTES 10-20 NEW SOLID PHENOLIC TOILET PARTITION, AND URINAL SCREEN. SCALE: 1/4" = 1'-0"3 MEN'S RESTROOM WEST. SCALE: 1/4" = 1'-0"4 MEN'S RESTROOM NORTH. SCALE: 1/4" = 1'-0"1 MEN'S RESTROOM EAST. SCALE: 1/4" = 1'-0"2 MEN'S RESTROOM SOUTH. SCALE: 1/4" = 1'-0"5 WOMEN'S RESTROOM EAST.SCALE: 1/4" = 1'-0"6 WOMEN'S RESTROOM SOUTH. SCALE: 1/4" = 1'-0"7 WOMEN'S RESTOOM WEST. SCALE: 1/4" = 1'-0"8 WOMEN'S RESTOOM NORTH SCALE: 1/4" = 1'-0"9 SPLASH PAD NORTH. SCALE: 1/4" = 1'-0"10 SPLASH PAD EAST. SCALE: 1/4" = 1'-0"11 SPLASH PAD SOUTH. SCALE: 1/4" = 1'-0"12 SPLASH PAD WEST. NUMBER DATE INITALS DESCRIPTION APPROVED SHEET 32 OF 57 P-1 P-1 P-3 P-1 P-4 TYP. P-2 P-2P-4 TYP. P-1 P-1 P-1 P-1 P-3 P-4 P-4 P-1P-2 P-1 11 ' - 4 " P-1 P-1 P-4 P-2 P-1P-1 P-2 P-1 P-3 P-3 P-1 P-1 P-4 TYP. P-4 TYP. P-1 LAV-1 WC-2 WC-1 10-20 10-20 EPY-1P-3 P-1 P-1 02 04 0405 01 HB-1 3 P-3 P-1 P-1 WC-1 05 EPY-1 PS-25-2401 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF 1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900 Architecture Government Services Edward Lok Ng C-16840 REN.11/30/25 LICENSED A RCHITECT STATE OF C ALIFORNIA DRAWNDESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 LOK NG: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.:G: \ P r o j e c t F i l e s \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t o o m R e n o v & A d d f o r D V D \ 0 1 - D r a w i n g s \ 0 1 - R e v i t \ 3 - C D \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t r o o m R e n o & A d d C D . r v t A4.0 PORTOLA PARK SPLASH PAD EXTERIOR ELEVATIONS / SECTIONS JSAF LN PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 -24 0 1 SCALE: 1/4" = 1'-0"3 EXTERIOR ELEVATION WEST. SCALE: 1/4" = 1'-0"4 EXTERIOR ELEVATION SOUTH. SCALE: 1/4" = 1'-0"5 EXTERIOR ELEVATION EAST. SCALE: 1/4" = 1'-0"1 EXTERIOR ELEVATION NORTH. RENOVATION KEYNOTES 10-20 NEW SOLID PHENOLIC TOILET PARTITION, AND URINAL SCREEN. SCALE: 1/4" = 1'-0"2 SECTION 3 SCALE: 1/4" = 1'-0"6 SECTION 4 NUMBER DATE INITALS DESCRIPTION APPROVED SHEET 33 OF 57 GRAB BARS 1. Grab bars with circular section shall have an outside diameter of 1¼ inches minimum and 2 inches maximum. Grab bars with non-circular cross section shall have a cross-section dimension of 2 inches maximum and a perimeter dimension of 4 inches minimum and 4.8 inches maximum. [11B-609.2] 2. The space between the wall and the grab bar shall be 1½ inches. The space between the grab bar and projecting objects below and at the ends shall be 1½ inches minimum. The space between the grab bar and projecting above shall be 12 inches minimum. The space between the grab bars and shower controls, shower fittings, and other grab bars above shall be permitted to be 1½ inches minimum. 3. Grab bars shall be installed in a horizontal position, 33 inches minimum and 36 inches maximum above the finish floor measured to the top of the gripping surface. 4. Grab bars and any wall or other surfaces adjacent to grab bars shall be free of sharp or abrasive elements and shall have rounded edges. [11B-609.5] 5. Grab bars shall not rotate within their fittings. [11B-609.6] 6. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds is applied at any point on the grab, fastener, mounting device, or supporting structure. [11B-609.8] DIVISION 7: COMMUNICATION ELEMENTS AND FEATURES SIGNS 1. Raised characters shall comply with 11B-703.2 Raised characters and shall be duplicated in Braille complying with 11B-703.3 Braille. Raised characters shall be installed in accordance with 11B-703.4 Installation Height and Location. §11B-703.2 a. Raised characters shall be 1/32" minimum above their background. §11B-703.2.1 b. Characters shall be uppercase. §11B-703.2.2 c. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. §11B-703.2.3 d. Characters shall be selected from fonts where the width of the uppercase letter "O" is 55 60 percent minimum and 110 percent maximum of the height of the uppercase letter "I". § 11B-703.2.4 e. Characters height measured vertically from the baseline of the character shall be 5/8” minimum and 2”maximum based on the height of the uppercase letter “I”. §11B-703.2.5 f. Stroke thickness of the uppercase letter “I”shall be 15 percent maximum of the height of the character. §11B-703.2.6 g. Character spacing shall be measured between the two closest points of adjacent raised characters within a message, excluding word spaces. Where characters have rectangular cross sections, spacing between individual raised characters shall be 1/8”minimum and 4 times the raised characters stroke width maximum. Where characters have other cross sections, spacing between individual raised characters shall be 1/16”minimum and 4 times the raised characters stroke width maximum at the base of the cross section, and 1/8”inch minimum and 4 times the raised character stroke width maximum at the top of the cross sections. Characters shall be separated from raised borders and decorative elements 3/8” minimum.§11B-703.2.7 h. Spacing between the baselines of separate lines of raised characters within a message shall be 135 percent minim and 170 percent maximum of the raised character height. § 11B-703.2.8 i. Text shall be in a horizontal format.§11B-703.2.9 2. Braille shall be contracted (Grade 2) and shall comply with 11B-703.3 Braille and 11B-703.4 Installation Height and Location.§11B-703.3 a. Braille dots shall have a domed or rounded shape and shall comply with Table 11B-703.3.1 The indication of an uppercase letter or letters shall only be used before the first word of sentences, proper nouns and names, individual letters of the alphabet, initials, and acronyms.§11B-703.3.1 b. Braille shall be positioned below the corresponding text in a horizontal format, flush left or centered. If text is multi-lined, Braille shall be placed below the entire text. Braille shall be separated 3/8”minimum and ½”maximum from any other tactile characters and 3/8” minimum from raised borders and decorative elements.§11B-703.3.2 3. Signs with tactile characters shall comply with 11B-703.4 Installation Height and Location.§ 11B-703.4 a. Tactile characters on signs shall be located 48 inches minimum above finish floor or ground surface, measured from baseline of the lowest tactile character Braille cells and 60 inches maximum above finish floor or ground surface, measured from the baseline of the highest tactile character line of raised characters.§11B703.4.1 (See exception) b. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactile sign is provided at double doors with one active leaf, the sign shall be located on the inactive leaf. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right hand door Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18 inches minimum by 18 inches minimum, centered on the tactile character, is provided beyond the arc of any door swing between the closed position and 45 degree open position. Where permanent identification signage is provided for rooms and spaces they shall be located on the approach side of the door as one enters the room or space. Signs that identify exits shall be located on the approach side of the door as one exits the room or space. 11B-703.4.2 (See exception) 4. Visual characters shall comply with the following, except where visual characters comply with 11B-703.2 Raised Characters and are accompanied by Braille complying with 11B-703.3 Braille, they shall not be required to comply with 11B-703.5.2 through 11B-703.5.6, 11B-703.5.8 and 11B-703.5.9: a. Characters and their background shall have a non-glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. §11B-703.5.1 b. Characters shall be uppercase or lowercase or a combination of both. §11B-703.5.2 c. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. §11B-703.5.3 d. Characters shall be selected from fonts where the width of the uppercase letter “O”is 55 60 percent minimum and 110 percent maximum of the height of the uppercase letter “I”. § 11B-703.5.4 e. Minimum character height shall comply with Table 11B-703.5.5 Viewing distance shall be measured as the horizontal distance between the character and an obstruction preventing further approach towards the sign. Character height shall be based on the uppercase letter “I”. §11B-703.5.5 (See exception) f. Visual characters shall be 40 inches minimum above the finish floor or ground. § 11B-703.5.6 (See exceptions) g. Stroke thickness of the uppercase letter “I”shall be 10 percent minimum and 20 percent maximum of the height of the character. §11b-703.5.7 h. Character spacing shall be measured between the two closest points of adjacent characters, excluding word spaces. Spacing between individual characters shall be 10 percent minimum and 35 percent maximum of character height. §11B-703.5.8 i. Spacing between the baselines of separate lines of characters within a message shall be135 percent minimum and 170 percent maximum of the character height. §11B-703.5.9 j. Text shall be in a horizontal format. §11B-703.5.10 5. Pictograms shall comply with the following: a. Pictograms shall have a field height of 6 inches minimum. Characters and Braille shall not be located in the pictogram field. §11B-703.6.1 b. Pictograms and their fields shall have a non-glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. § 11B-703.6.2 c. Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall comply with 11B-703.2 Raised Characters, 11B-703.3 Braille and 11B-703.4 Installation Height and Location. §11B-703.6.3 6. Symbols of accessibility and their background shall have a non-glare finish. Symbols of Accessibility shall contrast with their background with either a light symbol on a dark background or a dark symbol on a light background. §11B-703.7.1 7. Symbols shall comply with the following: a. The International Symbol of Accessibility shall comply with Figure 11B-703.7.2.1 ISA. The symbol shall consist of a white figure on a blue background. The blue shall be Color No. 15090 in Federal Standard 595B. §11B-703.7.2.1 (See exception) b. The International Symbol of TTY shall comply with Figure 11B-703.7.2.2. c. Telephones with a volume control shall be identified by a pictogram of a telephone handset with radiating sound waves on a square field such as shown in figure 11B-703.7.2.3. d. Assistive listening systems shall be identified by the International Symbol of Access for Hearing Loss complying with Figure 11B-703.7.2.4. e. Edges of signs shall be rounded chamfered or erased. Corners of signs shall have a minimum radius of 1/8 inch. §11B-703.7.2.6.4 E. SPECIAL ROOMS, SPACES, AND ELEMENTS F. BUILT-IN ELEMENTS DINING SURFACES AND WORK SURFACES (Note or show on the plans) 1.The tops of dining surfaces and work surfaces shall be 28 inches minimum and 34 inches maximum above the finish floor or ground. §11B-902.3 2.2. Where food or drink is served for consumption at a counter exceeding 34 inches in height, a portion of the main counter 60 inches minimum in length shall be provided in compliance with 11B-902.3. §11B-226.3 DIVISION 3 – BUILDING BLOCKS FLOOR OR GROUND SURFACE 1. Floor and ground surfaces shall be stable, firm, and slip resistant. §11B-302.1 2. Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile height shall be ½ inch maximum. § 11B- 302.2, Figure 11B-302.2 3. Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposed edge. Carpet edge trim shall comply with 11B-303 changes in level. Per 11B-302.2 CHANGES IN LEVEL 4. Vertical changes in level for floor or ground surfaces may be 1/4" high max. and without edge treatment. Changes in level greater than 1/4" and not exceeding 1/2" in height shall be beveled with a slope not steeper than 1:2. Per 11B-303, Figures 11B-303.2 & 11B-303.3 5. Changes in level greater than ½" in height shall be ramped and shall comply with the requirements of 11B-405 Ramps or 11B-406 Curb Ramps as applicable. §11B-303 TURNING SPACE 1. Floor or ground surfaces of a turning space shall be level with slopes not steeper than 1:48. [11B-304.2] 2. Circular turning space shall be a space of 60 inches diameter minimum with knee and toe clearance complying with Section 11B-306. [11B-304.3.1] 3. T-Shaped turning space shall be a space within 60 inch square minimum with arms and base 36 inches wide minimum. Each arm of the T shall be clear of obstructions 12 inches minimum in each direction and the base shall be clear of obstructions 24 inches minimum. [11B-304.3.2] CLEAR FLOOR OR GROUND SPACE 1. Clear floor or ground spaces shall meet the requirements of 11B-302 Floor or Ground Surfaces and shall not have changes in level except for slopes not steeper than 1:48 (2.083%). §11B-305 2. Clear floor or ground space shall be 30" minimum by 48" minimum. §11B-305.3, Figure 11B-305.3 3. Clear floor or ground spaces shall be positioned for either forward or parallel approach to an element unless otherwise specified. One full unobstructed side of the clear floor or ground space shall adjoin an accessible route or adjoin another clear floor or ground space. §11B-305.5, § 11B-305.6, Figure §11B-305.5 4. Clear floor or ground space may include knee and toe clearance complying with 11B-306 knee and Toe Clearance unless otherwise specified. §11B-305.4 KNEE AND TOE CLEARANCE 10. For built-in dining required to be accessible, toe clearance shall be provided that is 30 inches in width and 9 inches in height above the finish floor or ground for a depth of 19 inches minimum. § 11B-306.2.1 11. Space extending greater than 6" beyond the available knee clearance at 9" above the finish floor or ground shall not be considered toe clearance. §11B-306.2.4 12. Toe clearance shall extend 19 inches maximum under lavatories for toilet and bathing facilities and 25 inches maximum under other elements. §11B-306.2.2 13. At lavatories in toilet and bathing facilities, knee clearance shall be provided that is 30 inches in width for a depth of 11 inches at 9 inches above the finish floor or ground and for a depth of 8 inches at 27 inches above the finish floor or ground increasing to 29 inches high minimum above the finish floor or ground at the front edge of a counter with a built-in lavatory or at the front edge of a wall- mounted lavatory fixture. §11B-306.3.3, Figure 11B-306.3(c) 14. At dining and work surfaces required to be accessible, knee clearance shall be provided that is 30 inches in width at 27 inches above the finish floor or ground for a depth of at least 19 inches. §11B-306.3 15. Knee clearance shall extend 25" maximum under an element at 9" above the finish floor or ground. §11B-306.3.2 PROTRUDING OBJECTS 16. Except for handrails, objects with leading edges more than 27 inches and less than 80 inches above the finish floor or ground shall protrude no more than 4 inches horizontally into the circulation path. Handrails may protrude 4½ inches maximum. §11B-307.2, Figure 11B-307.2 17. Freestanding objects mounted on posts or pylons shall overhang circulation paths no more than 12 inches when located from 27 to 80 inches above the finish floor or ground. §11B-307.3, Figure 11B-307.3(a) 18. Protruding objects shall not reduce the clear width required for accessible routes. §11B-307.5 19. Lowest edge of a sign or other obstruction, when mounted between posts or pylons separated with a clear distance greater than 12 inches, shall be less than 27 inches or more than 80 inches above the finish floor or ground. §11B-307.3, Figure 11B-307.3(b) 20. Edge of signs or other objects, when mounted on posts or pylons with their bottom edges less than 80" above the floor or ground surface, shall be rounded or eased and the corners shall have a minimum radius of 1/8". §11B-307.3.1 21. Vertical clearance shall be at least 80 inches high on circulation paths except at door closer's and door stops, which may be 78 inches minimum abov e the finish floor or ground. §11B-307.4 REACH RANGES 22. Electrical controls and switches intended to be used by the occupant of a room or area to control lighting and receptacle outlets, appliances or cooling, heating and ventilating equipment shall be located within allowable reach ranges. Low reach shall be measured to the bottom of the outlet box and high reach shall be measured to the top of the outlet box. § 11B-308.1.1 23. Electrical receptacle outlets on branch circuits of 30 amperes or less and communication system receptacles shall be located within allowable reach ranges. Low reach shall be measured to the bottom of the outlet box and high reach shall be measured to the top of the outlet box. §11B-308.1.2. 24. High forward reach that is unobstructed shall be 48 inches maximum and the low forward reach shall be 15 inches minimum above the finish floor or ground. §11B-308.2.1, Figure 11B-308.2.1 25. High forward reach shall be 48 inches maximum where the reach depth is 20 inches or less and 44 inches maximum where the reach depth exceeds 20 inches. High forward reach shall not exceed 25 inches in depth. §11B-308.2.2, Figure 11B-308.2.2 26. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. §11B-308.2.2 27. High side reach shall be 48 inches maximum and the low side reach shall be 15 inches minimum above the finish floor where the side reach is unobstructed or the depth of any obstruction does not exceed 10 inches. §11B-308.3.1, Figure 11B-308.3.1 28. High side reach shall be 46 inches maximum above the finish floor or ground where the high side reach is over an obstruction more than 10 inches but not more than 24 inches in depth. § 11B-308.3.2, Figure 11B-308.3.2 29. Obstructions for high side reach shall not exceed 34 inches in height and 24 inches in depth. § 11B-308.3.2, Figure 11B-308.3.2 30. Operable parts on accessible elements, accessible routes, and in accessible rooms and spaces shall be provided a clear floor or ground space complying with 11B-305 Clear Floor or Ground Space and be placed within one or more of the reach ranges specified in 11B-308 Reach Ranges. § 11B-309.2 31. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. Force required to activate operable parts shall be 5 pounds maximum. § 11B-309.4 32. Not Used. 33. Elements that are exempt from all requirements for operable parts requirements include electrical or communication receptacles serving a dedicated use; floor electrical receptacles; HVAC diffusers, exercise machines and exercise equipment and those operable parts intended for use only by service or maintenance personnel. §11B-205.1 34. Except for light switches, where redundant controls are provided for a single element, one control in each space shall not be required to comply with Section 11B-309 Operable Parts. §11B-205.1 DIVISION OPERABLE PARTS 1. Operable parts shall be placed within one or more of the reach ranges and the clear floor or ground space 30 inches by 48 inches minimum. [11B-309.2 and 11B-309.3] 2. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds maximum, except gas pump nozzles. [11B-309.4] DIVISION 4 - ACCESSIBLE ROUTES DOORS, DOORWAYS, AND GATES 1. There shall be no projections into the required clear opening width lower than 34" above the finish floor or ground. Projections into the clear opening width between 34" and 80" above the finish floor or ground shall not exceed 4". §11B-404.2.3 2. Not used. 3. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 11B-309.4 Operation. Operable parts of such hardware shall be 34 inches minimum and 44 inches maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. §11B-404.2.7 4. Door and gate closing speed shall comply with the following: a. Door closer and gate closer shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position 12 degrees from the latch is 5 seconds minimum. §11B-404.2.8.1 b. Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum. § 11B-404.2.8.2 5. The force for pushing or pulling open a door or gate other than fire doors shall be as follows: § 11B-404.2.9 a. Interior hinged doors and gates: 5 pounds maximum. b. Sliding or folding doors: 5 pounds maximum. c. Required fire doors: the minimum opening force allowable by the appropriate administrative authority, not to exceed 15 pounds. d. Exterior hinged doors: 5 pounds maximum. 6. Swinging door and gate surfaces within 10 inches of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. §11B-404.2.10 7. Doors and side lights adjacent to doors and gates, containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one glazed panel located 43" maximum above the finish floor. §11B-404.2.11 DIVISION 6 – PLUMBING ELEMENTS AND FACILITIES TOILET AND BATHING ROOMS 1. Turning space shall be provided with the room and shall comply with Section 11B-304. [11B-603.2.1] 2. Required clear floor spaces, clearance at fixtures, and turning space shall be permitted to overlap. [11B-603.2.2] 3. Doors shall not swing into the clear floor space or clearance required for any fixture. Other than the door to the accessible water closet compartment, a door in any position may encroach into the turning space by 12 inches maximum. [ 11B-603.2.3] 4. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40 inches maximum above the finish floor or ground. Mirrors not located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35 inches maximum above the finish floor or ground. [11B-603.3] 5. Coat hooks shall be located within one of the reach ranges specified in Section 11B-308. Shelves shall be located 40 inches minimum and 48 inches maximum above the finish floor. Medicine cabinets shall be located with a usable shelf no higher than 44 inches maximum above the finish floor. [11B-603.4] WATER CLOSETS AND TOILET COMPARTMENTS 1. The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 17 inches minimum to 18 inches maximum from the side wall or partition, except that water closet shall be 17 inches minimum and 19 inches maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in Section 11B-604.8.2. Water closets shall be arranged for a left-hand or right-hand approach. [11B-604.2] 2. Clearance around a water closet shall be 60 inches minimum measured perpendicular from the side wall and 56 inches minimum measured perpendicular front he rear wall. A minimum 60 inches wide and 48 inches deep maneuvering space shall be provided in front of the water closet. [11B-604.3.1] 3. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. [11B-604.3.2] 4. The seat height of a water closet above the finish floor shall be 17 inches minimum and 19 inches maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. Seats shall be 2 inches high maximum. [11B-604.4] 5. Grab bars shall be provided on the side wall closet to the water closet and on the rear wall. [11B-604.5] 6. The side wall grab bar shall be 42 inches long minimum, located 12 inches maximum from the rear wall and extending 54 inches minimum from the rear wall with the front end positioned 24 inches minimum in front of the water closet. [11B-604.5.1] 7. The rear wall grab bar shall be 36 inches long minimum and extend from the centerline of the water closet 112 inches minimum on one side and 24 inches minimum on the other side. [11B-604.5.2] 8. Toilet paper dispenser shall comply with Section 11B-309.4 and shall be 7 inches minimum and 9 inches maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be below the grab bar, 19 inches minimum above the finish floor and shall not be located behind grab bars. 9. Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep minimum for floor mounted water closets measured perpendicular to the rear wall. [11B-604.8.1.1] 10. In a wheelchair accessible compartment with an end-opening door, either in-swinging or out- swinging, a minimum 60 inches wide and 48 inches deep maneuvering space shall be provided in front of the water closet. [11B-604.8.1.1.3] 11. Doors shall be located in the front partition or in the side wall or partition farthest from the water closet. Where located in the front partition, the door opening shall be 4 inches maximum from the side wall or partition farthest from the water closet. Where located in the side wall or partition, the door opening shall be 4 inches maximum from the front partition. The door shall be self-closing. Doors shall not swing into the clear floor space or clearance required for any fixture. 12. A side-wall grab bar complying with Section 11B-604.5.1 shall be provided and shall be located on the wall closet to the water closet. In addition, a rear-wall grab bar shall be provided. [11B-604.8.1.5] 13. Coat hooks shall be located within one of the reach ranges specified in Section 11B-308. Shelves shall be located 40 inches minimum and 48 inches maximum above the finish floor. [11B-604.8.3] URINALS 1. Urinals shall be the stall-type or the wall-hung type with the rim 17 inches maximum above the finish floor or ground. Urinals shall be 13½ inches deep minimum measured from the outer-face of the urinal rim to the back of the fixture. [11B-605.2] 2. A clear floor or ground space complying with Section 11B-305 positioned for forward approach shall be provide. [11B-605.3] LAVATORIES AND SINKS 1. A clear floor space complying with Section 11B-305, positioned for a forward approach, and knee and toe clearance complying with Section 11B-306 shall be provided. [11B-606.2] 2. A parallel approach complying with Section 11B-305 shall be permitted to a kitchen sink in a space where a cook top or conventional range is not provided and to wet bars. [11B-606.2 Exception 1] 3. Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34 inches maximum above the finish floor or ground. [11B-606.3] 4. Controls of faucets shall comply with Section 11B-309. 5. Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. [11B-606.5] 6. Lavatories, when located adjacent to a side wall or partition, shall be a minimum of 18 inches to the centerline of the fixture. [11B-606.6] 7. Sinks shall be 6½ inches deep maximum. [11B-606.7] Knee clearance at lavatories shall comply with 11B-306.3. #10 GA EXPANDED MESH MATCH EXISTING STRUCTURE PLASTER L 1 1/4" X 3/4" X 1/8" 3/4" X 3/4" X1/16" CHANNEL WIRE TIED TO MET LATH 2X BLOCKING @ 2'-0" O.C. WHERE RAFTERS ARE PARALLEL TO HEAD 2 1/4 " 2 1/4 " 5" 5" 1' - 4" 2" 1/4" STEEL TYPICAL 1 1/2" 1 1/2" 1/4" HOLES FOR SCREEN FRAME 9/16 Ø HOLE FOR 1/2" Ø ANCHOR BOLT TYP. 9/16 Ø HOLE FOR 1/2" Ø ANCHOR BOLT TYP. 5" 2 1/4" 10 " 2 1/2" 1 1/2"1/4" HOLES FOR SCREEN FRAME 9/16 Ø HOLE FOR 1/2" Ø ANCHOR BOLT TYP. L 1/4" X 3/4" X 1/8" STEEL BEAM & POST 2" 2 1/4" #10 GA EXPANDED MESH MATCH EXISTING A5.0 4 #10 GA EXPANDED MESH MATCH EXISTING 8" CMU WALL 6"X 2" X 1/4" CHANNEL L 1 1/4"X 3/4" X 1/8" STEEL BEAM & POST A5.0 4 DOOR INTERIOREXTERIOR FLOORING PER SCHEDULECONCRETE 1 / 4 " 10 " A L U M I N U M K I C K P L A T E T Y P . PS-25-2401 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF 1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900 Architecture Government Services Edward Lok Ng C-16840 REN.11/30/25 LICENSED A RCHITECT STATE OF C ALIFORNIA DRAWNDESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 LOK NG: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.:G: \ P r o j e c t F i l e s \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t o o m R e n o v & A d d f o r D V D \ 0 1 - D r a w i n g s \ 0 1 - R e v i t \ 3 - C D \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t r o o m R e n o & A d d C D . r v t A5.0 PORTOLA PARK SPLASH PAD ACCESSIBLE DETAILS JSAF LN PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 -24 0 1 GENERAL ACCESSIBILITY. 1HEAD METAL SCREEN 4JAMB AT SCREEN ISO 3JAMB METAL SCREEN 2SILL METAL SCREEN 5THRESHOLD NUMBER DATE INITALS DESCRIPTION APPROVED SHEET 34 OF 57 0' - 1 1/2"0' - 1 1/2" AT CMU WALL: 3-#16 x 2 1/2" LONG EXPANSION ANCHORS TO WALL STRUCTURE OR AS PROVIDED BY MANUFACTURER CMU WALL LOCATE GRAB BARS ON EACH SIDE, OR ONE SIDE AND THE BACK, OF THE WATER CLOSET, 33 INCHES ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE ARE TO BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET. GRAB BARS AT THE BACK CAN NOT BE LESS THAN 36 INCHES LONG. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE IS REQUIRED TO BE 1 1/2" O.D., OR THE SHAPE IS TO PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS IS TO BE 1 1/2 INCHES. GRAB BARS ARE TO RESIST 250 POUNDS OF DOWNWARD FORCE AND TORSION. GRAB BARS ARE TO BE MADE OF STAINLESS STEEL WITH A PINED SURFACE AND SNAP FLANGES OVER MOUNTING BOLTS. AT STUD WALL: USE MANUFACTURER'S MOUNTING HARDWARE FOR ATTACHMENT TO WALL STRUCTURE. PROVIDE 1/8" MIN. STEEL PLATE AS BACKING PROVIDE SOLID 2x6 MIN. BLK'G AT WOOD STUD WALLS WHERE OCCURS 60" MIN. CLEAR 24 " M I N . 2% MAX. IN ANY DIRECTION 12" MIN.24" MIN. 17" - 18" 17" MIN. DEPTH 1' - 6" 34 " M A X . ADA-COMPLYING HAND WASHING FAUCET AT WALL-HUNG LAVATORY PROVIDE PIPE INSULATION FINISH FLOOR LAVATORY 29 " M I N . KNEE CLR. 8" TOE CLR. 6" MAX. MI N . 9" 27 " M I N . TO I L E T S E A T C O V E R D I S P E N S E R (H I G H E S T O P E R A B L E P A R T ) PA P E R T O W E L D I S P E N S E R (H I G H E S T O P E R A B L E P A R T ) SO A P D I S P E N S E R (H I G H E S T O P E R A B L E P A R T ) MI R R O R A B O V E L A V A T O R Y (T O P A N D B O T T O M E D G E OF R E F L E C T I V E S U R F A C E ) FINISH FLOOR A. F . F . 40 " M A X . HA N D D R Y E R (H I G H E S T O P E R A B L E P A R T ) OP E R A B L E P A R T 44 " M A X . CLEAR 36" TO P O F S U R F A C E 28 " - 3 4 " 4" 2' - 3 " A5.1 3 17 " - 1 9 " 36" LONG S.S. GRAB BAR AT BACK OF WALL 42" MIN. LONG S.S. GRAB BAR AT SIDE WALL FINISH FLR. TOILET PAPER DISPENSER WITH LOCK TOILET 54" MIN. 33 " - 3 6 " O . C . GR A B B A R 19 " M I N . AN D B E L O W 7"MIN. TO 9" MAX. TOILET SEAT A5.1 15 5' - 0 " NOTE: LETTERS AND NUMERALS ARE RAISED 1/32". CHARACTERS ARE MINIMUM 5/8" HIGH AND A MAXIMUM OF 2" HIGH. ATTACH WITH 4 STAINLESS STEEL SCREWS. 12" DIAMETER CIRCLE 1/4" THICK AND 12" EQUILATERAL TRIANGLE 1/4" THICK. THE WORD "RESTROOM" IS LOCATED DIRECTLY UNDER PICTOGRAM. COLOR OF TRIANGLE SHALL CONTRAST VISUALLY WITH THE COLOR OF THE CIRCLE. COLOR OF CIRCLE SHALL CONTRAST VISUALLY WITH THE DOOR COLOR. 1/8" MIN. RADIUS AT CORNERS TYPICAL AT LATCH SIDE OF ENTRANCE DOOR EASED EDGES FINISH: ALL RESTROOM SIGNS SHALL HAVE A NON-GLARE FINISH. EQ. EQ. RESTROOMRESTROOM A5.1 7 CL 1/4" MIN. THICKNESS TYPICAL AND IN CONTRASTING COLORS OF THE DOOR. (TYPICAL) THE GENDER WORD IS LOCATED DIRECTLY UNDER PICTOGRAM NOTE: LETTERS AND NUMERALS ARE RAISED 1/32" AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. CHARACTERS ARE MINIMUM 5/8" HIGH AND A MAXIMUM OF 2" HIGH. ATTACH WITH 4 STAINLESS STEEL SCREWS. HE I G H T N O T E SE E M O U N T I N G MOUNTING HEIGHT: SIGNS WITH RAISED CHARACTER AND BRAILLE SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. CONTRACTED CALIFORNIA GRADE 2 BRAILLE LATCH SIDE OF DOOR 8"x6" SQ. WOMEN 5" T Y P . 1/ 2 " M A X . 3/ 8 " M I N . - TY P . 1/ 2 " M I N . 8"x6" SQ. MEN FLOOR LINE FLUSH CONTROL TOP OF CONTROL MA X 1 7 " 13 1/2" MINIMUM 44 " M A X I M U M PROVIDE SEALANT, TYP. (E) CMU WALL HOLLOW METAL FRAME HOLLOW METAL DOORAT CMU CONDITIONS 0' - 2" ANCHOR BOLT PER MANUFACTURE RECOMMENDATION EXISTING METAL CHANNEL HOLLOW METAL FRAME HM STOP HOLLOW METAL DOOR PROVIDE SHIM AND SEALANT, TYP. GROUT WELD AND GRIND SMOOTH 2-PART EPOXY PROCESS -SEE ROOF FINISH SCHEDULE CMU WALL R3/8" FINISH MATERIAL PER ROOM SCHEDULE CMU MORTAL WALL, PROTECT IN PLACE EACH, 1/2" DIA. x2" EXP. BOLTS METAL GATE LOCKED IN OPEN POSITION 2"x4"x3/8" THICK BY 4" LONG STEEL ANGLE PLATE WITH 1" SLOT ALIGNED WITH THROW BOLT NO PUBLIC ACCESS CITY PERSONNEL ONLY NOTE: 1.LETTERS AND NUMBERS TO BE SAN SERIF, UPPERCASE CHARACTERS, ACCOMPANIED BY GRADE 2 BRAILLE. CHARACTERS ARE MIN. 5/8" HIGH AND MAX 2" HIGH. 2.ATTACH SIGNS TO GATE USING TAMPER PROOF HARDWARE. 3.UNLESS OTHERWISE NOTED, MOUNT SIGN MIN. 48" TO MAX 60" ABOVE FINISH SURFACE. FINAL PLACEMENT TO BE COORDINATED WITH AND APPROVED BY LANDSCAPE ARCHITECT. 4.CONTRACTOR TO PROVIDE/SUBMIT ARTWORK FOR VINE BORDER TO CITY FOR APPROVAL PRIOR TO FABRICATION. NO ACCESS SIGN ALUMINUM SIGN, 14" X 10", WITH GRADE 2 BRAILLE. NO ACCESS SIGN WITH TACTILE TEXT. WHITE ON BROWN W/FLORAL BORDER. MOUNT TO GATE. 0' - 1 3 / 8 " 0' - 1 0 5 / 8 " 6" TOP VIEW 2" 1 3/4" SIDE VIEW 1 3 / 4 " 6" 0' - 1 3/4" 0' - 1 1/2" ø 0' - 0 7/16" 1 3 / 4 " 0' - 10 5/8" 12" 12 " 2"2" BACK VIEW HEAVY DUTY METAL TOILET PAPER DISPENSERSECURE TO SURFACE SECURE TO SURFACE SECURE TO SURFACE WITH THRU BOLT OR MASONRY ANCHOR 3GRAB BAR 1ACCESS. R.R. STALL 5LAVATORY 6MOUNTING HEIGHT PS-25-2401 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF 1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900 Architecture Government Services Edward Lok Ng C-16840 REN.11/30/25 LICENSED A RCHITECT STATE OF C ALIFORNIA DRAWNDESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 LOK NG: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.:G: \ P r o j e c t F i l e s \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t o o m R e n o v & A d d f o r D V D \ 0 1 - D r a w i n g s \ 0 1 - R e v i t \ 3 - C D \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t r o o m R e n o & A d d C D . r v t A5.1 PORTOLA PARK SPLASH PAD ACCESSIBLE DETAILS JSJS LN PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 -24 0 1 9INFANT CHANGING STATION 2WATER CLOSET 4RESTROOM SIGN7ROOM ID 8URINAL11JAMB TO CMU 10HEAD TO CMU 122-PART EPOXY 13LATCH DETAIL 14NO ACCESS SIGN 15TOILET PAPER DISPENSER NUMBER DATE INITALS DESCRIPTION APPROVED SHEET 35 OF 57 WATER CUT-OFF MASTIC PRE-MOLDED PIPE FLASHING FASTENER AND FASTENING HOT AIR WELD PVC ROOFING ROOF DECK NOTE 3 STAINLESS STEEL CLAMPING RING INCLUDED NOTES: 1. REMOVE ALL LEAD AND OTHER FLASHING. 2. TEMPERATURE OF PIPE MUST NOT EXCEED 120° F. 3. PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE, REGARDLESS OF PIPE DIAMETER. 4. INSTALL 3 FASTENERS AND PLATES AROUND PIPE EQUALLY SPACE. FASTENERS MAY ALSO BE POSITIONED MAXIMUM 12" FROM PIPE, FASTENED 12" ON CENTER AND FLASHED WITH REINFORCED MEMBRANE. 5. IF PLATES CANNOT BE INSTALLED AS SHOWN THEY CAN BE POSITIONED OUTSIDE THE PIPE FLASHING FLANGE AND FLASHED WITH 6" WIDE REINFORCED MEMBRANE. 6. PIPE FLASHING DECK FLANGE MUST BE HOT AIR WELDED A MINIMUM OF 1-1/2" BEYOND FASTENING PLATES. ROOF UNDERLAYMENT STRUCTURE RIGID INSULATION CMU. WALL GALV. MTL COUNTER FLASHING STEP FLASHING PVC MEMBRANE ADHESIVE ROOF STRUCTURE MODIFIED BITUMEN MEMBRANE CANT STRIP R-30 RIDGED INSULATION SEALANT 7" DENS GLASS CONTINOUS METAL HOOK STRIP (MIN. 22 GAUGE) @ 6" O.C. METAL EXTENDER PIECE AS REQUIRED SHEET METAL COPING CAP WITH WATERTIGHT JOINTS WOOD NAILER, ACCOMPLISH 5% MIN. SLOPE GROMMETTED FASTENER 5% MIN. SLOPE COVER BOARD POLYMER-MODIFIED BITUMEN BASE SHEET MEMBRANE STRIPPING SHEET APPROX. 4" POLYMER-MODIFIED BITUMEN CAP SHEET COMPATIBLE ROOF CEMENT OR COMPATIBLE SEALANT AT FLASHING TO MEMBRANE JUNCTURE SHEET-METAL FLASHING SHEET-METAL RAIN COLLAR DRAWBAND POLYURETHANE SEALANT SEALANT 4" MIN. FLANGE SET IN COMPATIBLE ROOF MASTIC; PRIME FLANGE BEFORE STRIPPING METAL LINER AND INSULATION 8" M I N I M U M FL A S H I N G H E I G H T (E) ROOF DECK RIGID INSULATION APPROX. 6" GRIND TO BARE METAL AND PRIME PRIOR TO FLASHING INSTALLATION 6" M I N I M U M FL A S H I N G H E I G H T LIQUID APPLIED REINFORCED FLASHING SEAL AROUND PENETRATION WITH COMPATIBLE SEALANT R-30 INSULATION AND COVER BOARD ROOF DECK PIPE OR DUCT PENETRATION, EXTEND OR PROVIDE NEW PIPE IF REQUIRED SEALANT (SEE NOTE) STAINLESS STEEL HOSE CLAMP ALUMINUM TAPE (SEE NOTE) FLASHING MEMBRANE PVC MEMBRANE NOTES: 1. MINIMUM TAPE IS REQUIRED IF EXISTING PENETRATION IS CONTAMINATED. 2. SEALANT IS A MAINTENANCE ITEM, MAINTENANCE MAY NOT COVERED UNDER WARRANTY. 3. VAPOR BARRIER SHALL BE SEALED AT EDGES. 8" M I N . STRUCTURAL DECK 0' - 1 1 / 4 " R-30 RIGID INSULATION STRUCTURAL DECK PVC MEMBRANE OVER 1/4" DENSDECK HOT STACK, VIF STAINLESS STEEL HOSE CLAMP RAIN COLLAR WITH HIGH TEMPERATURE SEALANT METAL CURB AS REQ'D FIBERGLASS BATTEN PVC FLASHING MEMBRANE FASTENER PLATES AND SCREWS PVC BASE FLASHING, HOT AIR WELDED NOTES: 1. PVC MEMBRANE SHALL NOT BE IN CONTACT WITH SURFACES HAVING SUSTAINED TEMPERATURES ABOVE 160°F. 2. APPROXIMATELY 1/8" DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIRED ON CUT EDGES OF REINFORCED MEMBRANE. RIDGED INSULATION EXTERIOR PLASTER ROOF DECK PVC MEMBRANE FULLY ADHERED PER MANUFACTURE DENS GLASS RIDGID INSULATION PVC 8" DETAIL STRIP WITH CONTINUOUS WELD 24 GAUGE FLASHING 2X FIBER CEMENT FASCIA EXHAUST EQUIPMENT 20" GAUGE SHEET METAL FLASHING WITH 5% SLOPE 2" BUILT UP ROOFING MI N . 8 " CANT 2x NAILER R-30 RIGID INSULATION 2x6 REDWOOD NAILER PLYWOOD AS REQUIRED STRUCTURE DENS GLASS 2x BLOCKING 1/2" PLYWOOD CMU. WALL GALV. MTL COUNTER FLASHING STEP FLASHING PVC MEMBRANE ADHESIVE ROOF STRUCTURE MODIFIED BITUMEN MEMBRANE CANT STRIP R-30 RIDGED INSULATION SEALANT 7" DENS GLASS CONTINOUS METAL HOOK STRIP (MIN. 22 GAUGE) @ 6" O.C. METAL EXTENDER PIECE AS REQUIRED SHEET METAL COPING CAP WITH WATERTIGHT JOINTS WOOD NAILER, ACCOMPLISH 5% MIN. SLOPE GROMMETTED FASTENER 5% MIN. SLOPE GALV. MTL COUNTER FLASHING STEP FLASHING PVC MEMBRANE ADHESIVE ROOF STRUCTURE MODIFIED BITUMEN MEMBRANE CANT STRIP R-30 RIDGED INSULATION SEALANT 7" DENS GLASS DECK TAPERED RIGID INSULATION COVER BOARD TOP PLY APP CAP SHEETWALL CANT STRIP ALPHALT PRIMER 2 PLIES APP MEMBRANE APP CAP SHEET METAL SIDING FASTEN 12" O.C. W/ APPROVED FASTENERS 3 COURSING (OPTIONAL) FASTENERS WITH 1" MIN. DIAMETER PLATE 6" O.C. AT TOP EDGE 6" MIN..2" 8" M I N . B A S E FL A S H I N G HEAT WELD BITUMEN NOTE: THIS CONDITION OCCURS EXISTING EXTERIOR CEMENT PLASTER ASSEMBLY. USE SMACNA STANDARD DETAIL FOR COUNTER FLASHING REGLETS. SMACNA STANDARDS FOR COUNTER FLASHING PS-25-2401 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF 1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900 Architecture Government Services Edward Lok Ng C-16840 REN.11/30/25 LICENSED A RCHITECT STATE OF C ALIFORNIA DRAWNDESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 LOK NG: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.:G: \ P r o j e c t F i l e s \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t o o m R e n o v & A d d f o r D V D \ 0 1 - D r a w i n g s \ 0 1 - R e v i t \ 3 - C D \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t r o o m R e n o & A d d C D . r v t A5.2 PORTOLA PARK SPLASH PAD ROOF DETAILS LALA LOK PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 -24 0 1 4PIPE FLASHING 2WALL FLASHING A 9PENETRATION (FIELD WRAP) 8PIPE PENETRATION 12PIPE/DUCT PENETRATION 5HEATED STACK FLASH'G1 6DRIP EDGE 3FLASHING AT EXHAUST VENT 1WALL FLASHING B SCALE:12" = 1'-0"11WALL BASE FLASHING NUMBER DATE INITALS DESCRIPTION APPROVED SHEET 36 OF 57 NEW MEMBRANE NEW CREASE LINE CUT ALONG LINES HE I G H T FL A S H I N G 6" AP P R O X . 45d NEW MEMBRANE NEW FASTENER AND FASTENING PLATE 12" O.C. MAX. NEW INSIDE CORNER NOTES: 1. BEGIN INSTALLATION OF FASTENING PLATES 6" TO 9" FROM THE CORNER 2. POSITION FASTENING PLATES 1/2" TO 1" FROM EDGE OF MEMBRANE. 3. APPROXIMATELY 1/8" DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIRED ON CUT EDGES OF REINFORCED MEMBRANE. 1 2 3 SPECIFIED SECUREMENT HOT-AIR WELD MEMBRANE AIR / VAPOR BARRIER (AS REQ'D) FLASHING STRIP, HOT-AIR WELDED SPECIFIED SECUREMENT STRUCTURAL DECKOPTION AT SLOPE TO FLAT TRANSITION NOTES: 1. WOOD NAILER TO MATCH HEIGHT OF INSULATION MAY BE REQUIRED AT VALLEY IF INSULATION THICKNESS EXCEEDS 2 INCHES. 2. OPTION DETAIL USING FASTENERS AND SPACING MAY VARY. 3. VAPOR BARRIER SHALL BE SEALED AT EDGES. 1/4" DENSE GLASS INSULATION SECURELY FASTENED 8" 4" 4" 22 GA. FLANGE SEAL SOLDER OR SEAL A B STEP 1 STEP 2 STEP 3 STEP 4 FIRST, MITER CANT STRIP AT CORNER RUN ONE SHEET UP BOTH EDGES CANT STRIP VERTICAL CUT IN FIELD SHEET CANT STRIP FIELD MEMBRANE FIELD MEMBRANE WRAP FIRST BASE FLASHING AROUND CORNER PROVIDE RELIEF CUTS AT CANT TRANSITIONS AS SHOWN EXTEND 2ND BASE FLASHING OVER FIRST PIECE OUT TO CORNER FIELD MEMBRANE CUT OVER EDGE FOR CLEAN LINES PLAN VIEW OF PEANUT SHAPED TARGET PATCH FIELD MEMBRANE CUT PEANUT SHAPED TARGET PATCHES AND HEAT WELD TO BASE FLASHING AS SHOWN MEMBRANE FASTENER AND FASTENING PLATE MEMBRANE OUTSIDE CORNER NOTES: 1. BEGIN INSTALLATION OF FASTENING PLATES APPROXIMATELY 6" FROM CORNER. 2. POSITION FASTENING PLATES 1/2" TO 1" FROM EDGE OF DECK MEMBRANE. 3. APPROXIMATELY 1/8" DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIRED ON CUT EDGES OF REINFORCED MEMBRANE. NOTES: 1. THE MAXIMUM LOAD FOR BLOCK PP150-4 IS 150 LBS. 2. THE MAXIMUM LOAD FOR BLOCK PP50-4 IS 50 LBS. 3. THE LOAD SHOULD BE CENTERED ON THE STRUT TO DISTRIBUTE THE WEIGHT EVENLY ACROSS THE ASSEMBLY. 4.PIPING SHOULD BE ATTACHED USING STANDARD STRUT CLAMPS & ACCESSORIES. 4" . PIPE SUPPORT PIPE SUPPORT Pipe Pier PP50-4 U.S. PATENT 5,855,342 OTHER PATENTS PENDING Pipe Pier PP150-4 U.S. PATENT 5,855,342 OTHER PATENTS PENDING 4" . 10-1/2". 4" MIN. 12".12". A B PS-25-2401 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF 1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900 Architecture Government Services Edward Lok Ng C-16840 REN.11/30/25 LICENSED A RCHITECT STATE OF C ALIFORNIA DRAWNDESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 LOK NG: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.:G: \ P r o j e c t F i l e s \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t o o m R e n o v & A d d f o r D V D \ 0 1 - D r a w i n g s \ 0 1 - R e v i t \ 3 - C D \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t r o o m R e n o & A d d C D . r v t A5.3 PORTOLA PARK SPLASH PAD ROOF DETAILS AuthorDesigner Checker PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 -24 0 1 SCALE:1 1/2" = 1'-0"1INSIDE CORNER SCALE:1" = 1'-0"2SLOPE TRANSITION 3FLASHING DET. A & BSCALE:12" = 1'-0"12BASE FLASHING AT OUTSIDE CORNERS 9OUTSIDE CORNER FLASHING 6PIPE SUPPORT NUMBER DATE INITALS DESCRIPTION APPROVED SHEET 37 OF 57 V.I.F. 3' - 4" V.I.F. 3' - 0" EQ EQ 5" X 5" HEAVY DUTY BUTT HINGE (QUANTITY: 3) FLAT BAX COVERING HINGE GAP OUTSIDE GATE FRAME 2" X 2" X 1/4" SQ. 2" X 2" X 1/4" SQ. GATE FRAME DOOR STOP/ GAP FILLER 2" FLAT BAR 6" 1" FLAT BAR -EXPANDED METAL FRAME EXPANDED METAL 9ga. 1/8" SOLID SHEET METAL LOCK BOX & 4 1/2" CIR. X 3" DEEP RING PROTECTING DEADBOLT DEADLOCK DL2213/DL3213 7" 7' - 0 " 1" X 1" SQ. PICKET SHEET METAL SUPPORT 52 " SL I D E B O L T 44 " 14" 10 " BOX DIMENSION 14" X 10" X 5" CHAIN WELDED PADLOCK 4" 1/8" SOLID SHEET METAL PULL HANDLE TO CLOSE DOOR SLIDE BOLT LATCH METAL BOX PROTECTING HEAVY DUTY SLIDE BOLT W/ AMERICAN LOCK SERIES A700 13033 PS-25-2401 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF 1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900 Architecture Government Services Edward Lok Ng C-16840 REN.11/30/25 LICENSED A RCHITECT STATE OF C ALIFORNIA DRAWNDESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 LOK NG: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.:G: \ P r o j e c t F i l e s \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t o o m R e n o v & A d d f o r D V D \ 0 1 - D r a w i n g s \ 0 1 - R e v i t \ 3 - C D \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t r o o m R e n o & A d d C D . r v t A5.4 PORTOLA PARK SPLASH PAD DOOR DETAILS AuthorDesigner Checker PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 -24 0 1 SCALE:1 1/2" = 1'-0"1CUSTOM DOOR CUSTOM DOOR HARDWARE HEAVY DUTY SLIDE BOLT NUMBER DATE INITALS DESCRIPTION APPROVED SHEET 38 OF 57 V.I.F. 3' - 4" V.I.F. 3' - 0" EQ EQ 5" X 5" HEAVY DUTY BUTT HINGE (QUANTITY: 3) FLAT BAX COVERING HINGE GAP OUTSIDE GATE FRAME 2" X 2" X 1/4" SQ. 2" X 2" X 1/4" SQ. GATE FRAME DOOR STOP/ GAP FILLER 2" FLAT BAR 6" 1" FLAT BAR -EXPANDED METAL FRAME EXPANDED METAL 9ga. 1/8" SOLID SHEET METAL LOCK BOX & 4 1/2" CIR. X 3" DEEP RING PROTECTING DEADBOLT 7" 7' - 0 " 1" X 1" SQ. PICKET SHEET METAL SUPPORT 52 " SL I D E B O L T 44 " 14" 10 " BOX DIMENSION 14" X 10" X 5" CHAIN WELDED PADLOCK 4" 1/8" SOLID SHEET METAL PULL HANDLE TO CLOSE DOOR SLIDE BOLT LATCH METAL BOX PROTECTING HEAVY DUTY SLIDE BOLT PS-25-2401 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF 1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900 Architecture Government Services Edward Lok Ng C-16840 REN.11/30/25 LICENSED A RCHITECT STATE OF C ALIFORNIA DRAWNDESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 LOK NG: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.:G: \ P r o j e c t F i l e s \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t o o m R e n o v & A d d f o r D V D \ 0 1 - D r a w i n g s \ 0 1 - R e v i t \ 3 - C D \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t r o o m R e n o & A d d C D . r v t A5.4 PORTOLA PARK SPLASH PAD DOOR DETAILS AuthorDesigner Checker SCALE:1 1/2" = 1'-0"1CUSTOM DOOR DOOR HARDWARE HEAVY DUTY SLIDE BOLT NUMBER DATE INITALS DESCRIPTION APPROVED SHEET 38 OF 57 METAL FRAME METAL DOOR PROVIDE METAL BOX PROTECTING HEAVY SLIDE BOLT A METAL FRAME HA R D W A R E 34 " T O 4 4 " HOLLOW METAL DOOR PROVIDE SINGLE ACTION LOCKSET AND LEVER C 1' - 0 " EQ EQ 1' - 0 " HA R D W A R E 34 " T O 4 4 " NOTE: DOOR TO REMAIN IN THE OPEN LOCKED POSITION DURING BUSINESS HOURS AT RESTOOMS METAL FRAME HA R D W A R E 34 " T O 4 4 " PROVIDE SINGLE ACTION LOCKSET AND LEVER B HOLLOW METAL DOOR Hardware Group No. 001 For use on Door #(s): 01, 03, Provide each SGL door(s) with the following: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA KICK PLATE KO050 10" X 12 LDW B-CS 630 TRM 3 EA SILENCER SR64 GRY IVE SEE SHEET A5.4 FOR ADDITIONAL DOOR HARDWARE INFORMATION NEW CYLINDER TO MATCH BUILDING STANDARD -CONSULTANT BUILDING LOCKSMITH MORTISE DEADLOCK HEIGHT WITHIN ADA ALLOWANCE GATE DOUBLE CYLINDER TO BE IN LOCKED POSITION WHEN IT IS IN HOLD OPEN POSITION CUSTOM GATE WITH METAL BOX PROTECTING HEAVY DUTY SLIDE BOLT -SEE GATE ELEVATION GATE FABRICATOR TO PROVIDE THE REQUIRED REINFORCEMENT AND LOCK BOX FOR THE SPECIFIED HARDWARE Hardware Group No. 002 For use on Door #(s): 02 Provide each SGL door(s) with the following: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA STOREROOM LOCK L9080T 06A 626 SCH 1 EA SURFACE CLOSER 1450 DEL REG OR PA AS REQ STD 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA DOOR SWEEP 39A A ZER 1 EA THRESHOLD 547A-223 A ZER 3 EA SILENCER SR64 GRY IVE NEW CYLINDER TO MATCH BUILDING STANDARD -CONSULTANT BUILDING LOCKSMITH Hardware Group No. 003 For use on Door #(s): 04 Provide each PR door(s) with the following: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 6 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 2 SET AUTO FLUSH BOLT 3800 SERIES 626 TRM 1 EA STOREROOM LOCK L9080T 06A 626 SCH 1 EA FSIC CORE 23-030 626 SCH 1 EA COORDINATOR 3094 SERIES X 3094 FILLER BAR BLK TRM 1 EA MOUNTING BRACKET 3095/3096 BLK TRM 2 EA SURFACE CLOSER 1450 DEL SCUSH STD 689 LCN 2 EA KICK PLATE KO050 10" X 1" LDW B-CS 630 TRM 2 EA DOOR SWEEP 39A A ZER 1 EA MEETING STILE 41AA AA ZER 1 EA THRESHOLD 547A-223 A ZER 2 EA SILENCER SR64 GRY IVE NEW CYLINDER TO MATCH EXISTING BUILDING STANDARD -CONSULT BUILDING LOCKSMITH PS-25-2401 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF 1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900 Architecture Government Services Edward Lok Ng C-16840 REN.11/30/25 LICENSED A RCHITECT STATE OF C ALIFORNIA DRAWNDESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 LOK NG: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.:G: \ P r o j e c t F i l e s \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t o o m R e n o v & A d d f o r D V D \ 0 1 - D r a w i n g s \ 0 1 - R e v i t \ 3 - C D \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t r o o m R e n o & A d d C D . r v t A6.0 PORTOLA PARK SPLASH PAD SCHEDULES JSAF LN PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 -24 0 1 DOOR SCHEDULE MA R K DOOR SIZE DO O R T Y P E DOOR FRAME FIRE RATED DETAILS HA R D W A R E S E T COMMENTSWI D T H HE I G H T TH K . CO N S T R U C T . FI N I S H MA T E R I A L FI N I S H HE A D JA M B TH R E S H O L D 1 2' - 8" 7' - 0" 2" A METAL P-3 METAL P-3 11/A5.1 10/A5.1 001 HINGES, DEAD BOLT LOCKSET, LATCH, KICK PLATE 2 3' - 0" 7' - 0" 2" B HM P-3 HM P-3 11/A5.1 10/A5.1 5/A5.0 002 HINGES, LOCKSET, LATCH, CLOSER, KICK PLATE 3 2' - 8" 7' - 0" 2" A METAL P-3 METAL P-3 11/A5.1 10/A5.1 001 HINGES, DEAD BOLT LOCKSET, LATCH, KICK PLATE 4 5' - 0" 7' - 0" 2" C HM P-3 HM P-3 11/A5.1 10/A5.1 5/A5.0 003 HINGES, LOCKSET, LATCH, CLOSERS, KICKPLATE, Provide 12" X 10" Lover at each door (2 total) DOOR LEGENDPLUMBING FIXTURE SCHEDULE MARK MAKE TYPE DESCRIPTION FD-1 JAY R SMITH FLOOR DRAIN JAY R SMITH 2115-A FLOOR DRAIN WITH DUCO CAST BODY, ROUND, HEEL PROOF ADJUSTABLE STRAINER GRATE WITH COMMON FRONT AND BACK DOUBLE DRAINAGE FLANGE, WEEP HOLES, 2" HUBLESS: FURNISH WITH TRAP PRIMER CONNECTION FV-1 SLOAN FLUSH VALVE SLOAN HYDRAULIC SLOAN FLUSHOMETER SLOAN 952-1.28 2-10 3/4 LDIM DFB FV-2 SLOAN URNIAL FLUSH VALVE SLOAN MANUAL SPECIALTY FLUSHOMETER ROYAL 995-1.0-2-10-3/4-LDIM HB-1 WOODFORD HOSE BIB WOOD FORD MODEL Y24 SEE PLUMBING DWGS FOR ADDITIONAL INFORMATION LAV-1 ACORN LAVATORY ACORN PENAL-WARE 1652LRB SERIES 18" LAVATORY WITH RECTANGULAR BOWL - ADA COMPLIANT MODE: 1652LRB-1-DMS-03-M-H1 SEE PLUMBING DWGS FOR ADDITIONAL INFORMATION LF-1 CHICAGO FAUCETS LAVATORY FAUCET CHICAGO FAUCETS MVP FUCETS DECK MOUNTED SINGLE HOLE SINGLE SUPPLY METERING SINK FAUCET MODEL: 333-665PSHABCP TP-1 MIFAB TRAP PRIMER PPP PRESSURE TYPE PRIMER WITH TRIM FOR MULTIPLE RUNOUTS MODEL:210-W- UR-1 ACORN URINAL ACORN PENAL-WARE 1709FG-W HIGH EFFICIENCY URINAL - ADA COMPLIANT WC-1 ACORN ACCESSIBLE WATER CLOSET ACORN DURA-WARE 2100-W SERIES BLOWOUT JET TOILET - OFF FLOOR ADA COMPLIANT SEE PLUMBING DWGS FOR ADDITIONAL INFORMATION WC-2 ACORN WATER CLOSET ACORN DURA-WARE 2100-W SERIES BLOWOUT JET TOILET - OFF FLOOR SEE PLUMBING DWGS FOR ADDITIONAL INFORMATION WHA-1 MIFAB WATER HAMMER ARRESTOR SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION PLUMBING ACCESSORY SCHEDULE MARK MANUFACTURER MODEL DESCRIPTION 01 BOBRICK B-2112 SURFACE MOUNTED HORIZONTA MANUAL LIQUID SOAP DISPENSER SATIN FINISH 02 KOALA KARE BB300-SS HORIZONTAL SURFACE MOUNTED WITH STAINLESS STEEL VENEE BABY CHANGING STATION GREY 01 03 WORLD DRYER DA5-972 STANDARD PUSH BUTTON HANDDRYERS POLISHED STAINLESS STEEL 04 CUSTOM CUSTOM CUSTOM HEAVY DUTY TOILET PAPER DISPENSER WITH WELDED CHAINLINK AND LOCK 05 BOBRICK B5806 1 1/4" DIAMETER STAINLESS STEEL GRAB BARS WITH SNAP FLANGE. (1) 36" LENGTH AND (1) 42" LENGTH, SATIN FINISH 06 ASI GLOBAL PARTITIONS BLACK CORE WALL HUNG URINAL SCREEN 07 BOBRICK B-2116 HEAVY-DUTY CLOTHES HOOD WITH CONCEALED MOUNTING MATERIAL SCHEDULE MARK MATERIAL MANUFACTURER MODEL FINSIH COMMENTS CMU-1 MASONRY ANGELUS BLOCK 8X8X16 SMOOTH FACE FINISH PER SCHEDULE MATCH EXISTING CONC CONCRETE TO BE CHOSEN BY OWNER/ARCHITECT N/A BROOM FINISH AT FLOORS. PROVIDE SAMPLE FOR APPROVAL BEFORE APPLICATION EPY-1 EPOXY VERSATILE BUILDING PRODUCTS HIG PERFORMACE COATINGS 4001 WATERBORNE EPOXY 2 PART EXPOXY FLOOR AND 4" BASE AT INTERIOR WALLS, U.O.N. MTL-1 STEEL FRAME MATCH EXISTING MTL-2 EXPANDED METAL MESH MATCH EXISTING P-1 PAINT DUNNEDWARDS ARCHITECT TO SELECT SEMIGLOSS INTERIOR WALLS, EXTERIOR WALLS, AND CEILING P-2 PAINT DUNNEDWARDS ARCHITECT TO SELECT SEMIGLOSS ROOF FASCIA P-3 PAINT DUNNEDWARDS ARCHITECT TO SELECT SEMIGLOSS FRAMES AND DOORS P-4 PAINT DUNNEDWARDS ARCHITECT TO SELECT SEMIGLOSS METAL SCREEN AND FRAME P-5 PAINT DUNNEDWARDS ARCHITECT TO SELECT SEMIGLOSS ACCENT WALL PS-1 PLASTER MATCH EXISTING CEILING PVC-1 PVC ROOFING JOHNS MANVILLE WHITE SP-1 SOLID PHENOLIC ASI GLOBAL PARTITIONS BLACK CORE ARCHITECT TO SELECT ROOM FINISH SCHEDULE ROOM No.ROOM NAME FLOOR BASE WALLS CEILING COMMENTS NORTH EAST SOUTH WEST MAT. FIN.MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. 144 WOMEN'S EPY-1 EPY-1 CMU-1 P-1 CMU-1 P-1 CMU-1 P-1 CMU-1 P-1 PS-1 P-2 145 MEN'S EPY-1 EPY-1 CMU-1 P-1 CMU-1 P-1 CMU-1 P-1 CMU-1 P-1 PS-1 P-2 146 STORAGE/ MAINTENANCE CONC - CMU-1 P-1 CMU-1 P-1 CMU-1 P-1 CMU-1 P-1 PS-1 P-2 147 SPLASH PAD MAINTENANCE EXPANSION CONC - CMU-1 P-1 CMU-1 P-1 CMU-1 P-1 CMU-1 P-1 PS-1 P-2 DOOR HARDWARE NUMBER DATE INITALS DESCRIPTION APPROVED SHEET 39 OF 57 SCALE: 1/4" = 1'-0"2 ROOF FRAMING PLAN N SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN N CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF DRAWN:DESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SHEHZAD KHALIQ: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: STRUCTURAL ENGINEER INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.: PORTOLA PARK SPLASH PAD NUMBER DATENUMBER DATE APPROVED SYAH SKNUMBER DATE INITALSNUMBER DATE INITALS DESCRIPTION APPROVED PS-25-2401 PO R T O L A P A R K S P A L S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 S1 PO R T O L A P A R K S P L A S H P A D P R O J E C T 2 5 - 2 4 0 1 SHEET 44 OF 57 (E)(N) CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF DRAWN:DESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SHEHZAD KHALIQ: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: STRUCTURAL ENGINEER INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.: PORTOLA PARK SPLASH PAD NUMBER DATENUMBER DATE APPROVED SYAH SKNUMBER DATE INITALSNUMBER DATE INITALS DESCRIPTION APPROVED PS-25-2401 PO R T O L A P A R K S P A L S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 SD1 PO R T O L A P A R K S P L A S H P A D P R O J E C T 2 5 - 2 4 0 1 PO R T O L A P A R K S P L A S H P A D P R O J E C T 2 5 - 2 4 0 1 SHEET 45 OF 57 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF DRAWN:DESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SHEHZAD KHALIQ: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: STRUCTURAL ENGINEER INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.: PORTOLA PARK SPLASH PAD NUMBER DATENUMBER DATE APPROVED SYAH SKNUMBER DATE INITALSNUMBER DATE INITALS DESCRIPTION APPROVED PS-25-2401 PO R T O L A P A R K S P A L S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 SD2 PO R T O L A P A R K S P L A S H P A D P R O J E C T 2 5 - 2 4 0 1 PO R T O L A P A R K S P L A S H P A D P R O J E C T 2 5 - 2 4 0 1 SHEET 46 OF 57 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF DRAWN:DESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SHEHZAD KHALIQ: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: STRUCTURAL ENGINEER INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.: PORTOLA PARK SPLASH PAD NUMBER DATENUMBER DATE APPROVED SYAH SKNUMBER DATE INITALSNUMBER DATE INITALS DESCRIPTION APPROVED PS-25-2401 PO R T O L A P A R K S P A L S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 SN1 PO R T O L A P A R K S P L A S H P A D P R O J E C T 2 5 - 2 4 0 1 PO R T O L A P A R K S P L A S H P A D P R O J E C T 2 5 - 2 4 0 1 SHEET 40 OF 57 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF DRAWN:DESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SHEHZAD KHALIQ: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: STRUCTURAL ENGINEER INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.: PORTOLA PARK SPLASH PAD NUMBER DATENUMBER DATE APPROVED SYAH SKNUMBER DATE INITALSNUMBER DATE INITALS DESCRIPTION APPROVED PS-25-2401 PO R T O L A P A R K S P A L S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 SN2 PO R T O L A P A R K S P L A S H P A D P R O J E C T 2 5 - 2 4 0 1 PO R T O L A P A R K S P L A S H P A D P R O J E C T 2 5 - 2 4 0 1 SHEET 41 OF 57 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF DRAWN:DESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SHEHZAD KHALIQ: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: STRUCTURAL ENGINEER INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.: PORTOLA PARK SPLASH PAD NUMBER DATENUMBER DATE APPROVED SYAH SKNUMBER DATE INITALSNUMBER DATE INITALS DESCRIPTION APPROVED PS-25-2401 PO R T O L A P A R K S P A L S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 ST1 PO R T O L A P A R K S P L A S H P A D P R O J E C T 2 5 - 2 4 0 1 PO R T O L A P A R K S P L A S H P A D P R O J E C T 2 5 - 2 4 0 1 SHEET 42 OF 57 CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF DRAWN:DESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SHEHZAD KHALIQ: REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: STRUCTURAL ENGINEER INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.: PORTOLA PARK SPLASH PAD NUMBER DATENUMBER DATE APPROVED SYAH SKNUMBER DATE INITALSNUMBER DATE INITALS DESCRIPTION APPROVED PS-25-2401 PO R T O L A P A R K S P A L S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 ST2 PO R T O L A P A R K S P L A S H P A D P R O J E C T 2 5 - 2 4 0 1 PO R T O L A P A R K S P L A S H P A D P R O J E C T 2 5 - 2 4 0 1 SHEET 43 OF 57 LIGHTING FIXTURE SCHEDULE MFR. & NO.REMARKSLAMP(S)FINISHTYPEDESCRIPTION L1 52 LED OWNER VERIFY WITHSURFACE MOUNTED LED FIXTURE LITHONIA LIGHTING CNY-LED-ALO-SWW2-UVOLT-PE-PIR-WH-M252W 7400L 4000K L2 32 LED OWNER VERIFY WITH4' SURFACE MOUNTED LED FIXTURE EATON 4WNLED-LD4-40SL-F-UNV-L8XX-CD1-U32W 4000L 4000K 298 TENNESSEE STREET REDLANDS, CA 92373 P: (909) 281-8100 E: svela@velaengineering.biz X SAMUEL VELA PS- X X - X X X X CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF DRAWN:DESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.: PORTOLA PARK SPLASH PAD NUMBER DATE INITALS DESCRIPTION APPROVED TITLE 24 FORMS E0.2 PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 SHEET 48 OF 57 3 57 6 57 4 57 5 57 POWER LEGEND AND SYMBOLS SYMBOL DESCRIPTION POWER LEGEND AND SYMBOLS SYMBOL DESCRIPTION NOTE TO CONTRACTOR CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. DO NOT SCALE DRAWINGS 1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST CODE OF FEDERAL REGULATIONS (CFR), NATIONAL ELECTRICAL CODE EDITION AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. 2.ALL WORK IS NEW UNLESS NOTED OTHERWISE. 3.ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS IN COMPLIANCE TO UL REQUIREMENTS TO ACCOMMODATE CONDUCTORS SHOWN. 4.WHERE WIRE SIZES ARE INDICATED ON PLANS, FOR INDIVIDUAL CIRCUITS, THE WIRE SIZE INDICATED SHALL APPLY TO THE COMPLETE CIRCUIT, UNLESS OTHERWISE NOTED. 5.WHERE EXISTING CIRCUITS OR DEVICES ARE DEMOLISHED, MODIFIED, OR REUSED, ENSURE ALL EXISTING ELECTRICAL UTILIZATION DEVICES TO REMAIN ARE ENERGIZED UPON COMPLETION OF WORK. 6.CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF MECHANICAL, PLUMBING AND OTHER EQUIPMENT REQUIRING ELECTRICAL CONNECTION PRIOR TO ANY WORK. 7.CONTRACTOR SHALL EXTEND WIRING FROM ALL JUNCTION BOXES, SWITCHES, ETC. AND MAKE FINAL CONNECTION AS REQUIRED TO ALL BUILDING EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. 8.DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OR OTHER TRADES RELATING TO WORK TO VERIFY SPACE IN WHICH WORK WILL BE INSTALLED. MAINTAIN HEADROOM AND MINIMUM CODE REQUIRED WORKING CLEARANCES AT ALL TIMES. 9.CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL WALL OUTLET BOXES FOR SWITCHES, BELL/STROBES, FIRE ALARM PULL STATIONS. RECEPTACLES ETC. WITH CABINETS, FURNITURE, EQUIPMENT ETC., TO AVOID CONFLICT. 10.FURNISH PULL STRING IN EACH RACEWAY RUN OVER 10' IN LENGTH, IN WHICH PERMANENT WIRING IS NOT INSTALLED. 11.NOT MORE THAN THREE LIGHTING OR CONVENIENCE OUTLET CIRCUITS ARE PERMITTED IN ONE CONDUIT, PROVIDE SEPARATE CONDUIT FOR EACH HOMERUN INDICATED ON THE DRAWING, UNLESS INDICATED OTHERWISE. 12.PROVIDE PULL BOXES WHEREVER NECESSARY TO FACILITATE PULLING OF CONDUCTORS. COORDINATE LOCATIONS OF BOXES WITH OTHER TRADES TO AVOID CONFLICT. PULL BOXES SHALL BE ACCESSIBLE. THE SIZE OF PULL BOX SHALL COMPLY WITH N.E.C. REQUIREMENTS. 13.ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT INCLUDING THOSE THAT ARE EXPOSED TO OUTSIDE ENVIRONMENT SHALL BE WEATHERPROOF TYPE, NEMA 3R AND ELECTRICAL DEVICES AND EQUIPMENT INCLUDING THOSE THAT ARE EXPOSED TO DIRECT WATER SPRAY OR IN CORROSIVE LOCATIONS SHALL BE NEMA 4X, REGARDLESS OF ALTERNATE NEMA RATING INDICATED IN NOTES OR SCHEDULES. 14.NO CONDUIT RUNS SHALL BE ALLOWED IN CONCRETE SLABS. ALL CONDUITS WILL BE PLACED ABOVE ACCESSIBLE CEILING SPACES UNLESS SPECIFICALLY INDICATED TO BE UNDERGROUND. 15.LIGHTING, POWER, TELEPHONE AND COMMUNICATIONS OUTLETS SHALL NOT BE PLACED BACK-TO-BACK. 16.DISCONNECT SWITCHES SHALL BE MOUNTED ON INDIVIDUAL SUPPORTS, OR OTHERWISE DIRECTLY ON EQUIPMENT, PROVIDED NO MODIFICATION TO EQUIPMENT IS NECESSARY. 17.ALL ELECTRICAL POWER, LIGHTING, TELEPHONE OR SIGNAL WIRING IN FIRE RATED WALL IS TO BE INSTALLED IN A METALLIC CONDUIT SYSTEM. 18.ALL ELECTRIC MATERIAL SHALL BE LISTED BY "UL" FOR THE TYPE OF APPLICATION AND "UL" LABEL SHALL APPEAR ON ALL ELECTRICAL EQUIPMENT. 19.ALL DISTRIBUTION AND CONTROL EQUIPMENT (SUCH AS CB's, SWITCHES, CONTACTORS, ETC.), TERMINATIONS SHALL BE FULLY RATED PER UL AS FOLLOWS: a. 100A OR LESS : 60°C OR MORE; b. MORE THAN 100A : 75°C OR MORE. 20.ANY ERRORS, OMISSIONS, OR DESIGN DISCREPANCIES ON PLANS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ELECTRICAL ENGINEER FOR CLARIFICATION OR CORRECTION PRIOR TO CONSTRUCTION AND PREPARATION OF SUBMITTAL PACKAGES. 21.CONDUCTORS SHALL HAVE UNDERWRITER'S LABORATORIES, INC.(UL) LISTED, 600 VOLT INSULATION OF TYPE SPECIFIED BELOW OR ELSEWHERE IN THE SPECIFICATIONS. CONDUCTORS SHALL BE COPPER AND LISTED FOR 90 DEGREE APPLICATIONS. 1. BRANCH CIRCUITS - LIGHTING AND POWER. a. #10 AWG AND SMALLER, SOLID WIRE TYPE THW OR THHN/THWN-2, THHW(THHN FOR DRY LOCATION ONLY). b. #8 AWG TO #2 AWG, STRANDED TYPE THW OR THHN/THHW. c. #1 AWG AND LARGER, STRANDED TYPE XHHW-2. 2. FEEDERS : TYPE THW OR THHN/THWN-2, OR XHHW-2. 22.PROVIDE GREEN INSULATED GROUNDING CONDUCTOR IN EACH RACEWAY INCLUDING CONDUITS, PLUG STRIPS, WIREMOLD. SIZE OF GROUNDING SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE ARTICLE 250. 23.WIRING METHOD SHALL BE EMT ABOVE GROUND AND MOUNTED IN CONCEALED SPACES AND SCHEDULE-40 PVC FOR UNDERGROUND INSTALLATION. USE RIGID WHEN ENCASED IN CONCRETE OR SUSCEPTIBLE TO DAMAGE. 24.UNLESS OTHERWISE INDICATED, SHARING OF NEUTRAL/GROUNDED CONDUCTORS AMONG SINGLE PHASE BRANCH CIRCUITS OF DIFFERENT PHASES INSTALLED IN THE SAME RACEWAY IS NOT PERMITTED. PROVIDE DEDICATED NEUTRAL/GROUNDED CONDUCTOR FOR EACH INDIVIDUAL BRANCH CIRCUIT. 25.UNLESS OTHERWISE INDICATED, PROVIDE A SEPARATE SWITCHED AND UNSWITCHED PHASE CONDUCTOR TO ALL CONTROLLED RECEPTACLES REGARDLESS OF RECEPTACLE CONFIGURATION. 26.BASIS OF ELECTRICAL DESIGN LIMITS VOLTAGE DROP TO 2% FOR FEEDERS AND 3% FOR BRANCH CIRCUITS. ANY CHANGES MADE IN THE FIELD SHALL LIMIT VOLTAGE DROP TO THESE PERCENTAGES. 27.BRANCH CIRCUIT CONDUITS SHALL BE CONCEALED IN WALL OR CEILING SPACES. EXPOSED CONDUITS ARE NOT ALLOWED WHERE CONCEALED METHODS ARE AVAILABLE. 28.CONTRACTOR SHALL PROVIDE CONDUCTORS AND CONDUITS REQUIRED FOR ALL BRANCH CIRCUITS AND FEEDERS. FOR CIRCUIT SIZES NOT SHOWN, REFER TO PANEL SCHEDULES FOR CONDUCTOR AND CONDUIT SIZES. 29.THE CONTRACTOR SHALL COORDINATE THE WORK WITH OTHER TRADES. ANY COSTS TO INSTALL WORK TO ACCOMPLISH SAID COORDINATION, WHICH DIFFERS FROM THE WORK AS SHOWN ON THE CONTRACT DOCUMENTS, SHALL BE INCURRED BY THE CONTRACTOR. ANY DISCREPANCIES, AMBIGUITIES OR CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE DURING BID TIME FOR CLARIFICATION. ANY SUCH CONFLICTS NOT CLARIFIED PRIOR TO BID SHALL BE SUBJECT TO THE INTERRUPTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. 30.ALL 125 AND 250-VOLT, 15- AND 20-AMPERE NONLOCKING TYPE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES IN AREAS SPECIFIED IN NEC 406.12. 31.ALL 125-VOLT THROUGH 250-VOLT RECEPTACLES SUPPLIED BY SINGLE-PHASE BRANCH CIRCUITS RATED 150 VOLTS OR LESS TO GROUND, 50 AMPERES OR LESS, AND ALL RECEPTACLES SUPPLIED BY THREE-PHASE BRANCH CIRCUITS RATED 150 VOLTS OR LESS TO GROUND, 100 AMPERES OR LESS, INSTALLED IN THE LOCATIONS SPECIFIED BELOW SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL AND ANY OTHER AREAS SPECIFIED IN NEC 210.8 a.OUTDOORS APPLICABLE CODES ABBREVIATIONSGENERAL NOTES 1.2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 2.2022 CALIFORNIA BUILDING CODE (CBC),PART 2, TITLE 24 C.C.R. (IBC WITH AMENDMENTS) 3.2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (NEC WITH AMENDMENTS) 4.2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. (UMC WITH AMENDMENTS) 5.2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. (UPC WITH AMENDMENTS) 6.2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (IFC WITH AMENDMENTS) 7.2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. 8.TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. 9.2022 CALIFORNIA ENERGY CODE (PART 6, TITLE 24 C.C.R.) 10.2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSG), PART 11, TITLE 24 C.C.R. +96" OR 7'-6" AFF MOUNTING HEIGHT FROM FINISHED FLOOR TO BOTTOM LINE OF OUTLET OR EQUIPMENT. FOR LIGHT FIXTURES, IT IS TO BOTTOM OF FIXTURE. MAIN SWITCHBOARD, POWER OR LIGHT, FLOOR STANDING ENCLOSURE, (SEE SINGLE LINE DIAGRAM AND LOAD SUMMARY) BRANCH PANELBOARD, WALL MOUNTED, SEE PLANS AND SCHEDULE. (RECESSED MOUNTED) BRANCH PANELBOARD, WALL MOUNTED, SEE PLANS AND SCHEDULE. (SURFACE MOUNTED) CONDUIT STUBBED AND CAPPED, SIZE AND QUANTITIES PER PLANS. CONDUIT CONCEALED IN OR UNDER FLOOR, 3/4" UON, COORDINATE WITH G.C.: OR, BURIAL CONDUIT UNDERGROUND. REFER TO PLANS, DETAILS AND SPECIFICATIONS. SPECIALTY OUTLET. VERIFY NEMA CONFIGURATION AS NOTED ON PLANS.L5-30R HEAVY DUTY SAFETY SWITCH H.P. AND 600 VOLTS RATED. "F" INDICATES FUSE TYPE. FUSES PER APPROVED EQUIPMENT MANUFACTURERS SHOP DRAWINGS. SUBSCRIPT INDICATES SWITCH AMPERE RATING. # OF POLES TO MATCH SUPPLY CIRCUIT. MAGNETIC MOTOR STARTER H.P. RATED (NUMBER INDICATES NEMA SIZE)#2 OR 200-Y CONDUIT WIRING DESCRIPTION PER FEEDER SCHEDULE ON OTHER PLAN ELECTRICAL UTILITY PRIMARY ELECTRICAL UTILITY SECONDARY CONCRETE ELECTRICAL PULL BOX WITH LID APPROPRIATE FOR INSTALLATION LOCATION. LID SHALL BE LABELED "ELECTRICAL" OR "COMM" ACCORDING TO USE. EQUIPMENT ID. No. SHEET No. DETAIL No. EQUIPMENT REFERENCE DETAIL REFERENCE ABOVE CEILING, CONCEALED, JUNCTION BOX, WITH COVER, PER NATIONAL ELECTRICAL CODE (NEC) TABLE 314.16(A)/(B), 4" SQUARE DEEP, WITH PLASTER RING. RECESSED WALL MOUNTED JUNCTION BOX, WITH COVER, PER NATIONAL ELECTRICAL CODE (NEC) TABLE 314.16(A)/(B), 4" SQUARE DEEP, WITH PLASTER RING. DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS, GFCI TYPE) WITH MOUNTING HEIGHT HORIZONTALLY ABOVE COUNTER TOP PER ARCHITECTURAL PLANS OR APPROVAL. DOUBLE DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS, GFCI TYPE) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. WEATHERPROOF DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. MOLDED CASE CIRCUIT BREAKER SWITCH AND FUSE ASSEMBLY GROUNDING CONNECTION AT SWITCHGEAR/DISTRIBUTION BOARD WITH NEUTRAL BONDING. UTILITY COMPANY PULL SECTION LUGS G N GROUNDING CONNECTION TO MAIN BUILDING GROUND SYSTEM U.O.N. EXISTING (DASH INDICATES) ELECTRICAL EQUIPMENT TELEPHONE BACKBOARD 2'X4'X3/4" PLYWOOD. PROVIDE 2" CONDUIT TO TELEPHONE POC. HOMERUN TO CIRCUITS #1 AND #3 IN PANEL "A". REFER TO PANEL SCHEDULE FOR CONDUIT AND CONDUCTOR SIZES. QTY AS REQUIRED. A-1,3 SMOKE FIRE DAMPER IN-LINE UTILITY COMPANY METER UTILITY METER WITH CIRCUIT TRANSFORMERS (CT'S) METER WP GROUND WELL A AMPERE AF AMPERE FRAME RATING (CIRCUIT BREAKER) AFC AVAILABLE FAULT CURRENT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFU AMPERE FUSE RATING (FUSE) AIC AMPERE INTERRUPTING CAPACITY AS AMPERE SWITCH RATING (FUSE) AT AMPERE TRIP RATING (CIRCUIT BREAKER) AWG AMERICAN WIRE GAUGE BCG BARE COPPER GROUND BKBD BACKBOARD BLDG BUILDING BKR BREAKER C CONDUIT CB CIRCUIT BREAKER CKT CIRCUIT CFSD COMBINATION FIRE SMOKE DAMPER CO CONDUIT ONLY CT CURRENT TRANSFORMER CU COPPER CL CENTERLINE DISC DISCONNECT DSBN DISTRIBUTION SECTION DN DOWN DWG DRAWING EA EACH EC ELECTRICAL CONTRACTOR EGC EQUIPMENT GROUNDING CONDUCTOR EM EMERGENCY EMT ELECTRICAL METALLIC TUBING EPO EMERGENCY POWER OFF EXIST, (E)EXISTING EXO EXTERNAL OPERABLE DISCONNECT F FUSE FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FF FINISHED FLOOR FG FINISHED GRADE FLA FULL LOAD CURRENT GEC GROUNDING ELECTRODE CONDUCTOR GEN GENERATOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GFP GROUND FAULT PROTECTION GND GROUND GRC GALVANIZED RIGID CONDUIT HD HEAVY DUTY HOA HAND-OFF-AUTOMATIC HP HORSE POWER HV HIGH VOLTAGE IDF INTERMEDIATE DISTRIBUTION FRAME IG ISOLATED/INSULATED GROUND ISC SHORT CIRCUIT CURRENT AVAILABLE IN RMS SYMMETRICAL AMPERES J-BOX JUNCTION BOX KCMIL THOUSAND CIRCULAR MILS KW KILOWATT KV KILO VOLT KVA KILO VOLT-AMPERE LDC LOCAL DISTRIBUTION CABINET LDF LOCAL DISTRIBUTION FRAME LCL LONG CONTINUOUS LOAD LFMC LIQUID TIGHT FLEXIBLE METAL CONDUIT LSIG LONG, SHORT, INSTANTANEOUS, GROUND LTG LIGHTING LV LOW VOLTAGE MFR MANUFACTURER MAX MAXIMUM MCC MOTOR CONTROL CENTER MIN MINIMUM MH MANHOLE / METAL HALIDE MLO MAIN LUGS ONLY M/M METER AND MAIN SECTION MV MEDIUM VOLTAGE NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION NEW (N)NEW, TO BE FURNISHED AND INSTALLED BY CONTRACTOR NF NON-FUSED NIC NOT IN CONTRACT N/L NIGHT LIGHT NO NUMBER, NORMALLY OPEN NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER P POLE PB PULL BOX PF POWER FACTOR PH PHASE PNL PANEL POC POINT OF CONNECTION PP POWER POLE PWR POWER PVC POLYVINYL CHLORIDE QUAD QUADRUPLEX QTY QUANTITY RGS RIGID GALVANIZED STEEL RMC RIGID METALLIC CONDUIT RM ROOM RNC RIGID NONMETALLIC CONDUIT SHT SHEET SN SOLID NEUTRAL SPEC SPECIFICATIONS SW SWITCH SWBD SWITCHBOARD TC TIME CLOCK TEL TELEPHONE TERM TERMINAL TP TEMPORARY POLE TYP TYPICAL UGPS UNDERGROUND PULL SECTION UL UNDERWRITERS LABORATORY UPS UNINTERRUPTIBLE POWER SUPPLY UON UNLESS OTHERWISE NOTED V VOLT, VOLTAGE VA VOLT-AMPERE VD VOLTAGE DROP VFC VARIABLE FREQUENCY CONTROLLER VFD VARIABLE FREQUENCY DRIVE W WATT WH WATT-HOUR WP WEATHERPROOF WW WIREWAY XP EXPLOSION PROOF Z IMPEDANCE 4W FOUR-WIRE 3W THREE-WIRE 5S JUNCTION BOX (4 11/16" SQUARED X2 1/8" DEEP) Ø DIAMETER, PHASE #NUMBER °C DEGREE CELSIUS (E)EXISTING DEVICE TO REMAIN (R)REMOVE EXISTING DEVICE AND ASSOCIATED CONDUIT AND WIRE (RL)REMOVE EXISTING DEVICE AND RELOCATE AS SHOWN ON PLAN (NL)NEW LOCATION OF RELOCATED DEVICE SUBSCRIPT "A-1" REFERS TO PANEL DESIGNATION WITH CIRCUIT NUMBER. TYPICAL OF ALL RECEPTACLE OUTLETS.A-1 100AS NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY RCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: LM MR BK ELECTRICAL ENGINEER DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 BRADEN KEMPTON 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA \\ E G N Y T E D R I V E \ D W E \ _ P R O J E C T \ 2 0 2 4 \ 2 4 - 3 0 5 P O R T O L A P A R K \ _ C A D \ 2 4 - 3 0 5 E - F R O N T - 20 2 5 - 1 1 - 2 4 - LU I S M U N G U I A 24-305 DESIGN WEST ENGINEERING MECHANICAL ELECTRICAL ENERGY CONSULTANTS San Bernardino, CA 92408 412 E. Vanderbilt Way Phone: 909.890.3700 Fax: 909.890.3770 Email: cadd@designwesteng.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 E-0.1 SHEET INDEX Sheet Number Sheet Title E-0.1 ELECTRICAL LEGEND & NOTES E-0.3 SINGLE LINE DIAGRAM E-1.1 ELECTRICAL SITE PLAN E-2.1 ELECTRICAL DETAILS E-0.1ELECTRICAL LEGEND & NOTES 24 57 SIGNED:11/24/2025 24 57 POWER SYMBOLS ABBREVIATIONS 1.2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 2.2022 CALIFORNIA BUILDING CODE (CBC),PART 2, TITLE 24 C.C.R. (IBC WITH AMENDMENTS) 3.2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (NEC WITH AMENDMENTS) 4.2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. (UMC WITH AMENDMENTS) 5.2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. (UPC WITH AMENDMENTS) 6.2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (IFC WITH AMENDMENTS) 7.2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. 8.2022 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. 9.2022 CALIFORNIA ENERGY CODE (PART 6, TITLE 24 C.C.R.) 10.2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSG), PART 11, TITLE 24 C.C.R. SURFACE MOUNTED DOUBLE FACE EXIT SIGN (UNIVERSAL ARROWS INDICATED AS NEEDED) SWITCH, SINGLE POLE 20A. MOUNTED 48" A.F.F. TO TOP OF DEVICE. SUBSCRIPTS INDICATE THE FOLLOWING: M - MOTOR RATED K - KEY OPERATED 3 - THREE WAY D - DIMMER SWITCH 4 - FOUR WAY T - TIMED SWITCH a, b, c, ETC. - DESIGNATES SWITCH-LEGS CONTROLLED AND QUANTITY OF SWITCHES AT EACH LOCATION. SURFACE MOUNTED SINGLE FACE EXIT SIGN (UNIVERSAL ARROWS INDICATED AS NEEDED) 2'X4' RECESSED LUMINAIRE WITH 90MIN. EMERGENCY BATTERY BACKUP 2'X4' RECESSED LUMINAIRE. FN INDICATES LUMINAIRE TYPE - REFER TO LUMINAIRE SCHEDULE, TYPICAL. SUBSCRIPT 2ab REFERS TO CIRCUIT AND SWITCH LEG 'a' AND 'b'. SUBSCRIPT N/L REFERS TO UNSWITCHED LEG. OCCUPANCY SENSOR, DUAL-TECHNOLOGY, SURFACE CEILING MOUNTED. PROVIDE WITH POWER PACK(S) AS REQUIRED. DUAL TECHNOLOGY OCCUPANCY SENSOR, SURFACE WALL MOUNTED 180° U.O.N. LOW-VOLTAGE OVERRIDE SWITCH. NUMBER INDICATES OVERRIDE SWITCH. A,B,C, ETC. DESIGNATES ZONE AS SHOWN ON LIGHTING ZONE SCHEDULE. CEILING MOUNTED DIGITAL ROOM CONTROLLER INTERCONNECTED TO NETWORK LIGHTING CONTROLS. LOW-VOLTAGE DIMMER SWITCH. MOUNTED 48" A.F.F. TO TOP OF DEVICE. a, b, c, ETC. - DESIGNATES SWITCH-LEGS CONTROLLED AND QUANTITY OF SWITCHES AT EACH LOCATION. LOW-VOLTAGE OCCUPANCY SENSOR, DUAL-TECHNOLOGY, SURFACE CEILING MOUNTED INTERCONNECTED TO NETWORK LIGHTING CONTROLS. FN AB N/L FNE MAIN SWITCHBOARD, POWER OR LIGHT, FLOOR STANDING ENCLOSURE, (SEE SINGLE LINE DIAGRAM AND LOAD SUMMARY) ELECTRICAL PANEL, RECESSED OR SURFACE MOUNTED BRANCH PANELBOARD OR SWITCHGEAR, REFERENCE SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. CONDUIT CONCEALED IN OR UNDER FLOOR, 3/4" UON, COORDINATE WITH G.C.: OR, BURIAL CONDUIT UNDERGROUND IN SCHEDULE - 40 PVC UNLESS NOTED OTHERWISE. VERIFY DEPTH AND TRENCHING WITH G.C. SPECIALTY OUTLET. VERIFY NEMA CONFIGURATION AS NOTED ON PLANS.L5-30R DISCONNECT SWITCH H.P. RATED 600 VOLTS RATED. "F" INDICATES FUSE TYPE. FUSES PER APPROVED MANUFACTURERS SHOP DRAWINGS. MAGNETIC MOTOR STARTER H.P. RATED (NUMBER INDICATES NEMA SIZE)#2 CONCRETE ELECTRICAL PULL BOX WITH LID APPROPRIATE FOR INSTALLATION LOCATION. LID SHALL BE LABELED "ELECTRICAL" OR "COMM" ACCORDING TO USE. EQUIPMENT ID. No. SHEET No. DETAIL No. EQUIPMENT REFERENCE DETAIL REFERENCE ABOVE CEILING, CONCEALED, JUNCTION BOX, WITH COVER, PER NATIONAL ELECTRICAL CODE (NEC) TABLE 314.16(A)/(B), 4" SQUARE DEEP, WITH PLASTER RING. DOUBLE DUPLEX RECEPTACLE, FLUSH IN FLOOR, WATERTIGHT JUNCTION BOX (20 AMP, 120 VOLT, 2-POLE, 3-WIRE) U.O.N. DUPLEX RECEPTACLE, FLUSH IN FLOOR, WATERTIGHT JUNCTION BOX (HINGED BRASS COVER: 20 AMP, 120 VOLT, 2-POLE, 3-WIRE) U.O.N. JUNCTION BOX, FLUSH IN FLOOR, WATERTIGHT (HINGED BRASS COVER: 20 AMP, 120 VOLT, 2-POLE, 3-WIRE) U.O.N. RECESSED WALL MOUNTED JUNCTION BOX, WITH COVER, PER NATIONAL ELECTRICAL CODE (NEC) TABLE 314.16(A)/(B), 4" SQUARE DEEP, WITH PLASTER RING. RECESSED CEILING MOUNTED DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) U.O.N. DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) WITH MOUNTING HEIGHT HORIZONTALLY ABOVE COUNTER TOP PER ARCHITECTURAL PLANS OR APPROVAL. DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS, GFCI TYPE) WITH MOUNTING HEIGHT HORIZONTALLY ABOVE COUNTER TOP PER ARCHITECTURAL PLANS OR APPROVAL. DUPLEX RECEPTACLE OUTLET, SINGLE SPLIT-CIRCUIT SWITCHED. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED. (20 AMPS, 120 VOLTS) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS, GFCI TYPE) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. DUPLEX RECEPTACLE, WALL MOUNTED. (20 AMPS, 120VOLTS) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. MOLDED CASE CIRCUIT BREAKER SWITCH AND FUSE ASSEMBLY GROUNDING CONNECTION AT SWITCHGEAR/DISTRIBUTION BOARD WITH NEUTRAL BONDING. UTILITY COMPANY PULL SECTION LUGS G N GROUNDING CONNECTION TO MAIN BUILDING GROUND SYSTEM U.O.N. SMOKE FIRE DAMPER DUCT MOUNTED SMOKE DETECTOR. IN-LINE UTILITY COMPANY METER UTILITY METER WITH CIRCUIT TRANSFORMERS (CT'S) METER TRANSFORMER WITH SECONDARY GROUNDOR GROUND FAULT PROTECTION DEVICE CONNECTED TO THE POWER DISTRIBUTION SYSTEM THERMOSTAT SUPPLIED BY MECHANICAL CONTRACTOR, ELECTRICAL CONTRACTOR SHALL STUB 3/4" C.O. 6" ABOVE CEILING SPACE, PROVIDE BUSHING AND PULL WIRE. IF INSTALLED IN AREA WITH EXPOSED STRUCTURE ABOVE OR HARDLID CEILING, PROVIDE 3/4" C.O. BACK TO ASSOCIATED HVAC UNIT. REFER TO MECHANICAL DETAILS FOR T-STAT MOUNTING HEIGHT REQUIREMENTS. VERIFY LOCATIONS WITH HVAC CONTRACTOR PRIOR TO ROUGH IN. CARBON MONOXIDE SENSOR SUPPLIED BY MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE 3/4" GALVANIZED RIGID CONDUIT WITH PULL STRING BACK TO HEAD END CARBON MONOXIDE PANEL. REFER TO MECHANICAL DRAWINGS FOR EXACT EQUIPMENT LOCATIONS AND WIRING DETAILS. CEILING MOUNTED PLUG LOAD CONTROLLER. CA TITLE 24 COMPLIANT DUPLEX RECEPTACLE OUTLET, HALF-CONTROLLED, CONVENIENCE, WITH PERMANENT MARKING. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. CA TITLE 24 COMPLIANT DOUBLE DUPLEX RECEPTACLE OUTLET, HALF-CONTROLLED, CONVENIENCE, WITH PERMANENT MARKING. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. SURFACE MOUNTED DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. GROUND WELL G ON-SITE GENERATOR SET 200-D CONDUIT WIRING DESCRIPTION PER FEEDER SCHEDULE ON OTHER PLAN CONTACT SENSOR FOR HVAC SHUTDOWN. 4S BOX, MOUNTED ABOVE DOOR OR WINDOW, U.O.N. STUB 3/4" C.O. 6" ABOVE CEILING SPACE. PROVIDE BUSHING AND PULL WIRE. IF INSTALLED IN AREA WITH EXPOSED STRUCTURE ABOVE OR HARD LID CEILING, PROVIDE 3/4" C.O. BACK TO LOCATION OF ASSOCIATED HVAC THERMOSTAT. A AMPERE AF AMPERE FRAME RATING (CIRCUIT BREAKER) AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFU AMPERE FUSE RATING (FUSE) AIC AMPERE INTERRUPTING CAPACITY AS AMPERE SWITCH RATING (FUSE) AT AMPERE TRIP RATING (CIRCUIT BREAKER) AWG AMERICAN WIRE GAUGE BKBD BACKBOARD BLDG BUILDING BKR BREAKER C CONDUIT CB CIRCUIT BREAKER CKT CIRCUIT CFSD COMBINATION FIRE SMOKE DAMPER CO CONDUIT ONLY CONC CONCRETE CT CURRENT TRANSFORMER CU COPPER CL CENTERLINE DISC DISCONNECT DSBN DISTRIBUTION SECTION DN DOWN DWG DRAWING EA EACH EC ELECTRICAL CONTRACTOR EM EMERGENCY EMT ELECTRICAL METALLIC TUBING EXIST, (E)EXISTING EXO EXTERNAL OPERABLE DISCONNECT F FUSE FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FF FINISHED FLOOR FG FINISHED GRADE FLA FULL LOAD CURRENT FLUOR FLUORESCENT GEC GROUNDING ELECTRODE CONDUCTOR GEN GENERATOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GFP GROUND FAULT PROTECTION GND GROUND HOA HAND-OFF-AUTOMATIC HP HORSE POWER HV HIGH VOLTAGE IDF INTERMEDIATE DISTRIBUTION FRAME IG ISOLATED/INSULATED GROUND INCAND INCANDESCENT ISC SHORT CIRCUIT CURRENT AVAILABLE IN RMS SYMMETRICAL AMPERES J-BOX JUNCTION BOX KCMIL THOUSAND CIRCULAR MILS KW KILOWATT KV KILO VOLT KVA KILO VOLT-AMPERE LDC LOCAL DISTRIBUTION CABINET LDF LOCAL DISTRIBUTION FRAME LCL LONG CONTINUOUS LOAD LTG LIGHTING LV LOW VOLTAGE MFR MANUFACTURER MAX MAXIMUM MCC MOTOR CONTROL CENTER MIN MINIMUM MH MANHOLE / METAL HALIDE M/M METER AND MAIN SECTION MULTI MULTI-METER SECTION MV MEDIUM VOLTAGE NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION NEW (N)NEW, TO BE FURNISHED AND INSTALLED BY CONTRACTOR NF NON-FUSED NIC NOT IN CONTRACT N/L NIGHT LIGHT NO NUMBER, NORMALLY OPEN NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER P POLE PB PULL BOX PF POWER FACTOR PNL PANEL POC POINT OF CONNECTION PP POWER POLE PWR POWER PVC POLYVINYL CHLORIDE QUAD QUADRUPLEX QTY QUANTITY REQD REQUIRED REQMT REQUIREMENT RGS RIGID GALVANIZED STEEL RMC RIGID METALLIC CONDUIT RM ROOM RNC RIGID NONMETALLIC CONDUIT SHT SHEET SN SOLID NEUTRAL SPEC SPECIFICATIONS SPDT SINGLE POLE, DOUBLE THROW SPST SINGLE POLE, SINGLE THROW SW SWITCH SWBD SWITCHBOARD TC TIME CLOCK TEL TELEPHONE TERM TERMINAL TP TEMPORARY POLE TYP TYPICAL UGPS UNDERGROUND PULL SECTION UL UNDERWRITERS LABORATORY UPS UNINTERRUPTIBLE POWER SUPPLY UON UNLESS OTHERWISE NOTED V VOLT, VOLTAGE VA VOLT-AMPERE VFC VARIABLE FREQUENCY CONTROLLER VFD VARIABLE FREQUENCY DRIVE W WATT WH WATT-HOUR WP WEATHERPROOF WT WEATHERTIGHT WW WIREWAY XP EXPLOSION PROOF Z IMPEDANCE 4W FOUR-WIRE 3W THREE-WIRE 5S JUNCTION BOX (4 11/16" SQUARED X2 1/8" DEEP) Ø DIAMETER, PHASE #NUMBER °C DEGREE CELSIUS (E)EXISTING DEVICE TO REMAIN (R)REMOVE EXISTING DEVICE AND ASSOCIATED CONDUIT AND WIRE (RL)REMOVE EXISTING DEVICE AND RELOCATE AS SHOWN ON PLAN (NL)NEW LOCATION OF RELOCATED DEVICE 1.ALL WORK, MATERIALS AND EQUIPMENT SHALL BE CONSIDERED TO BE NEW UNLESS NOTED OTHERWISE. 2.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST CODE OF REGULATIONS (CCR), NATIONAL ELECTRICAL CODE EDITION AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. 3.ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS IN COMPLIANCE TO UL REQUIREMENTS TO ACCOMMODATE CONDUCTORS SHOWN. 4.WHERE WIRE SIZES ARE INDICATED ON PLANS, FOR INDIVIDUAL CIRCUITS, THE WIRE SIZE INDICATED SHALL APPLY TO THE COMPLETE CIRCUIT, UNLESS OTHERWISE NOTED. 5.CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF MECHANICAL, PLUMBING AND OTHER EQUIPMENT REQUIRING ELECTRICAL CONNECTION PRIOR TO ANY WORK. 6.CONTRACTOR SHALL EXTEND WIRING FROM ALL JUNCTION BOXES, SWITCHES, ETC. AND MAKE FINAL CONNECTION AS REQUIRED TO ALL BUILDING EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. 7.DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OR OTHER TRADES RELATING TO WORK TO VERIFY SPACE IN WHICH WORK WILL BE INSTALLED. MAINTAIN HEADROOM AND MINIMUM CODE REQUIRED WORKING CLEARANCES AT ALL TIMES. 8.FURNISH APPROVED EXPANSION FITTINGS WHERE RACEWAY CROSSES BUILDING EXPANSION JOINTS. 9.FURNISH PULL STRING IN EACH RACEWAY RUN OVER 10' IN LENGTH, IN WHICH PERMANENT WIRING IS NOT INSTALLED. 10.PROVIDE PULL BOXES WHEREVER NECESSARY TO FACILITATE PULLING OF CONDUCTORS. COORDINATE LOCATIONS OF BOXES WITH OTHER TRADES TO AVOID CONFLICT. PULL BOXES SHALL BE ACCESSIBLE. THE SIZE OF PULL BOX SHALL COMPLY WITH N.E.C. REQUIREMENTS. 11.ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT INCLUDING THOSE THAT ARE EXPOSED TO OUTSIDE ENVIRONMENT (UP TO 16') SHALL BE WEATHERPROOF TYPE, NEMA 3R. 12.NO CONDUIT RUNS SHALL BE ALLOWED IN CONCRETE SLABS. ALL CONDUITS WILL BE PLACED ABOVE ACCESSIBLE CEILING SPACES UNLESS SPECIFICALLY INDICATED TO BE UNDERGROUND. 13.DISCONNECT SWITCHES SHALL BE MOUNTED ON INDIVIDUAL SUPPORTS, OR OTHERWISE DIRECTLY ON EQUIPMENT, PROVIDED NO MODIFICATION TO EQUIPMENT IS NECESSARY. 14.ALL ELECTRICAL POWER LIGHTING, TELEPHONE OR SIGNAL WIRING IN FIRE RATED WALL IS TO BE INSTALLED IN A METALLIC CONDUIT SYSTEM. 15.ALL ELECTRIC MATERIAL SHALL BE LISTED BY "UL" FOR THE TYPE OF APPLICATION AND "UL" LABEL SHALL APPEAR ON ALL ELECTRICAL EQUIPMENT. 16.ALL DISTRIBUTION AND CONTROL EQUIPMENT (SUCH AS CB's, SWITCHES, CONTACTORS, ETC.), TERMINATIONS SHALL BE FULLY RATED PER UL AS FOLLOWS: a. 125A OR LESS : 60°C OR MORE; b. MORE THAN 125A : 75°C OR MORE. 17.ANY ERRORS, OMISSIONS, OR DESIGN DISCREPANCIES ON PLANS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ELECTRICAL ENGINEER FOR CLARIFICATION OR CORRECTION PRIOR TO CONSTRUCTION AND PREPARATION OF SUBMITTAL PACKAGES. 18.CONDUCTORS SHALL HAVE UNDERWRITER'S LABORATORIES, INC.(UL) LISTED, 600 VOLT INSULATION OF TYPE SPECIFIED BELOW OR ELSEWHERE IN THE SPECIFICATIONS. CONDUCTORS SHALL BE COPPER AND LISTED FOR 90 DEGREE APPLICATIONS. 1. BRANCH CIRCUITS - LIGHTING AND POWER. a. #10 AWG AND SMALLER, SOLID WIRE TYPE THW OR THHN/THWN-2, THHW(THHN FOR DRY LOCATION ONLY). b. #8 AWG TO #2 AWG, STRANDED TYPE THW OR THHN/THHW. c. #1 AWG AND LARGER, STRANDED TYPE XHHW. 2. FEEDERS : TYPE THW OR THHN/THWN-2, OR XHHW. 19.PROVIDE GREEN INSULATED GROUNDING CONDUCTOR IN EACH RACEWAY INCLUDING CONDUITS, PLUG STRIPS, WIREMOLD. SIZE OF GROUNDING SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE ARTICLE 250. 20.WIRING METHOD SHALL BE EMT ABOVE GROUND AND MOUNTED IN CONCEALED SPACES AND SCHEDULE-40 PVC FOR UNDERGROUND INSTALLATION. USE RIGID WHEN ENCASED IN CONCRETE OR SUSCEPTIBLE TO DAMAGE. 21.USE 10AWG CONDUCTORS FOR 20 AMPERE, 120V BRANCH CIRCUITS LONGER THAN 75 FEET. USE 10AWG CONDUCTORS FOR 20 AMPERE, 277V BRANCH CIRCUITS LONGER THAN 200 FEET. 22.UNLESS OTHERWISE INDICATED, SHARING OF NEUTRAL/GROUNDED CONDUCTORS AMONG SINGLE PHASE BRANCH CIRCUITS OF DIFFERENT PHASES INSTALLED IN THE SAME RACEWAY IS NOT PERMITTED. PROVIDE DEDICATED NEUTRAL/GROUNDED CONDUCTOR FOR EACH INDIVIDUAL BRANCH CIRCUIT. 23.ALL ELECTRICAL WORK SHALL BE DESIGNED PER 2020 LOS ANGELES COUNTY ELECTRICAL CODE, 2019 NEC ELECTRICAL CODE, 2017 NATIONAL ELECTRICAL CODE, AND 2019 BUILDING ENERGY EFFICIENCY STANDARDS. 24.ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A NATIONAL RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION. SINGLE LINE DIAGRAM SYMBOLS COMMERCIAL GENERAL NOTES LIGHTING SYMBOLS CODES SURGE PROTECTION DEVICE RECESSED CEILING MOUNTED LED FIXTURE 298 TENNESSEE STREET REDLANDS, CA 92373 P: (909) 281-8100 E: svela@velaengineering.biz X SAMUEL VELA PS- X X - X X X X CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF DRAWN:DESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.: PORTOLA PARK SPLASH PAD NUMBER DATE INITALS DESCRIPTION APPROVED ELECTRICAL NOTES E0.1 PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 SHEET 47 OF 57 SIGNED:04/13/2026 SIGNED:11/24/2025 26 57 GENERAL NOTES 1.ALL CONDUITS SHALL BE INSTALLED IN THE CEILING BELOW U.O.N. 2.REFER TO MECHANICAL AND PLUMBING PLANS FOR THE EXACT LOCATION OF HVAC EQUIPMENT AND ADDITIONAL WIRING REQUIREMENTS. 3.ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R. 4.ALL EXTERIOR RECEPTACLE OUTLETS SHALL BE GFCI TYPE. 5.COORDINATE LIGHT FIXTURE LOCATIONS AND LIGHT SWITCH LOCATIONS, COLOR, AND STYLE WITH ARCHITECT. 6.WHERE MOTION SENSORS ARE SHOWN ON PLANS, VERIFY WATTAGE AND COVERAGE OF PRODUCT PROVIDED IS ADEQUATE FOR SPACE TO BE CONTROLLED. COVERAGE IS TO BE ADJUSTED TO AVOID ACCIDENTAL ACTIVATION OUTSIDE OF AREA. VERIFY WIRING REQUIREMENTS TO MOTION SENSORS, RELAY PACKS, ETC WITH PRODUCT BEING PROVIDED. KEY NOTES 1.ROUTE CIRCUIT THRU LCP. 2.CONTRACTOR IS TO CIRCUIT WATER HEATERS BACK TO PANEL 'SPA' BEING PROVIDED UNDER SEPARATE CONTRACT. PROVIDE (1)30A/2P CIRCUIT BREAKERS WITH LOCK OFF CAPABILITY. PROVIDE (2)#10 (1)#10G 3/4"C BRANCH CIRCUIT. 3.PROVIDE NEMA 3R MOTOR RATED SNAP SWITCH FOR DISCONNECTING MEANS. # FD (NEW)LCP(EX)PANEL 'A' A-27 A-30 (EX)MAIN SERVICE A-10 SPA-24,26 SPA-28,30(EX)PANEL 'SPA' 2 2 EF 1 (ON ROOF) A-29 3 FD A-17 A-17 A-17 A-17 A-17 A-17 A-18 A-18 A-18 A-18 1 TYP L2 32 TYP A-18A-18A-18 A-18 A-18 A-18A-18 L1 52 TYP 298 TENNESSEE STREET REDLANDS, CA 92373 P: (909) 281-8100 E: svela@velaengineering.biz X SAMUEL VELA PS- X X - X X X X CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF DRAWN:DESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.: PORTOLA PARK SPLASH PAD NUMBER DATE INITALS DESCRIPTION APPROVED POWER FLOOR PLAN SCLE:1/4" = 1'-0"1 LIGHTING FLOOR PLAN SCLE:1/4" = 1'-0"2 POWER AND LIGHTING FLOOR PLANS E1.1 N N PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 SHEET 50 OF 57 LIGHTING CONTROL PANEL 'LCP'1 SCALE: N.T.S GENERAL NOTES: 1.PROVIDE (8)RELAY PANEL WITH CONTROLS, RELAYS, ENCLOSURE. 2.CONTROL SYSTEM TO BE TITLE 24 COMPLIANT. LIGHTING LOAD ROOM CONTROLLER LIGHTING LOAD POWER SUPPLY DIGITAL SENSOR DIGITAL SWITCH CONNECTED LOAD TO OTHER SENSORS AS REQ'D TO OTHER SENSORS AS REQ'D LINE VOLTAGE WIRING LOW VOLTAGE WIRING (CONFIRM TYPE WITH MANUFACTURER) 0-10V DIMMING WIRING TYPICAL SWITCH2SCALE: N.T.S 298 TENNESSEE STREET REDLANDS, CA 92373 P: (909) 281-8100 E: svela@velaengineering.biz X SAMUEL VELA PS- X X - X X X X CITY OF SANTA ANA PUBLIC WORKS AGENCY REVISIONS REFERENCES CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) PREPARED UNDER THE SUPERVISION OF: SHEET OF DRAWN:DESIGNED:CHECKED: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 REVIEWED FOR CONSTRUCTABLITY: RECOMMENDED FOR CONSTRUCTION: ARCHITECT INSTALLED 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 FILE NO: PRINCIPAL CIVIL ENGINEER RCE NO.: PRINCIPAL CIVIL ENGINEER RCE NO.: PORTOLA PARK SPLASH PAD NUMBER DATE INITALS DESCRIPTION APPROVED ELECTRICAL DETAILS E2.1 PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 SHEET 51 OF 57 1 2 3 4 -5 -6 -7 -8 -9 -10 PVC COATED RGS CONDUIT CONDUIT TRANSITION DETAIL PVC SCH 80 SWEEP 18 " M I N . 36" MIN. 18" MIN. PVC COATED RGS CONDUIT COUPLING (TYP.) SCHD. 40 PVC PVC SCH. 40 CONDUIT COUPLING (TYP.) PVC SCH. 80 SWEEP 24 " M I N . GENERAL NOTES: 1.PLACE CONDUIT IN TRENCH, FILL, AND COMPACT TO 90%. REPAIR AREA TO MATCH SURROUNDING. BACK FILL IS TO BE FREE OF LARGE ROCK, PAVING MATERIALS, ETC., THAT MAY CAUSE PHYSICAL DAMAGE TO CONDUIT. PROVIDE GRANULAR MATERIAL WITH A SAND EQUIVALENT (SE) GREATER THAN 30. 2.PROVIDE 30" MINIMUM COVER WHERE CONDUIT IS PLACED UNDER STREETS, HIGHWAYS, ROADS, ALLEYS, DRIVEWAYS, AND PARKING LOTS. 3.CONDUITS PLACED UNDER OR IN STRUCTURAL FOOTINGS SHALL BE GALVANIZED RIGID METAL (RMC) WRAPPED WITH 20 MIL PVC TAPE. THE COUPLINGS CONNECTED TO THE RMC ELBOW SHALL BE GALVANIZED MATERIAL. 4.MINIMUM TRENCH WIDTH TO BE 24". 12 " BRANCH CIRCUIT CONDUIT BURIAL FINISH GRADE PROVIDE CONTINUOUS MAGNETIC DETECTABLE TAPE DIRECTLY ABOVE CONDUIT. NONMETALLIC SCHEDULE 40 PVC CONDUITS - SIZE AND QUANTITIES AS SHOWN ON PLANS. PROVIDE MIN. OF 1" CONDUIT FOR EXTERIOR APPLICATIONS. SURFACE MNTD. PANEL CONC. FRAMING 3/8" BOLT SPRING NUT AND WASHERS (TYPICAL FOR EACH CORNER) PANEL (MAX. SIZE: 12"W X 14"H X 6"D MAX. WEIGHT: 150 LBS.) P-1000 UNISTRUT, LENGTH AS REQUIRED 3/8" Ø HILTI KB-TZ (ICC #ESR-3785) MINIMUM 1 1/2" EMBEDMENT AT EACH OF 4 HOLE LOCATIONS (E) CONCRETE WALL FASTEN UNISTRUT TO BUILDING WALL STUD 4 PLACES (1 EACH CORNER) MECHANICAL UNIT DISCONNECT 1 2 FLOOR 1 2 CONSTRUCTION NOTES: MECHANICAL UNIT. SEALTITE WEATHERPROOF FLEXIBLE CONDUIT CONNECTION. PROVIDE AND INSTALL WALL MOUNTED DISCONNECT ENCLOSURE TYPE AND SIZED PER PLAN. VERIFY REQUIREMENTS WITH MECHANICAL CONTRACTOR FOR UNIT LOCATION AND EXACT ELECTRICAL REQUIREMENTS PROVIDE EQUIPMENT PER ELECTRICAL SPECIFICATIONS INCOMING FEED NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY RCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: LM MR BK ELECTRICAL ENGINEER DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 BRADEN KEMPTON 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA \\ E G N Y T E D R I V E \ D W E \ _ P R O J E C T \ 2 0 2 4 \ 2 4 - 3 0 5 P O R T O L A P A R K \ _ C A D \ 2 4 - 3 0 5 E - D E T A I L S - 20 2 5 - 1 1 - 2 4 - LU I S M U N G U I A 24-305 DESIGN WEST ENGINEERING MECHANICAL ELECTRICAL ENERGY CONSULTANTS San Bernardino, CA 92408 412 E. Vanderbilt Way Phone: 909.890.3700 Fax: 909.890.3770 Email: cadd@designwesteng.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 E-2.1 27 57 SIGNED:11/24/2025 27 57 ELECTRICAL SITE PLANDETAILS PART 1 GENERAL 1.01 SCOPE OF WORK A.WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, SUPPLIES, AND MATERIALS, UNLESS OTHERWISE SPECIFIED, AND IN PERFORMING ALL OPERATIONS NECESSARY FOR THE INSTALLATION OF A COMPLETE AND OPERABLE ELECTRICAL SYSTEM AS REQUIRED BY THESE SPECIFICATIONS AND AS INDICATED ON THE DRAWINGS. B.THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND SPECIFICATIONS IN A MANNER TO BE FULLY COGNIZANT OF ALL WORK REQUIRED UNDER THIS SECTION. C.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS UNLESS OTHERWISE ARRANGED AND SCHEDULE ALL REQUIRED INSPECTIONS FOR THE EXECUTION OF THE WORK UNDER THIS CONTRACT. 1.02 GENERAL REQUIREMENTS A.WORK DONE UNDER THIS SECTION SHALL COMPLY WITH THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE, NEC (NATIONAL ELECTRICAL CODE), THE STATE OF CALIFORNIA TITLE 24, THE STATE BUILDING STANDARDS, (OSHA) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND TO ANY APPLICABLE LOCAL JURISDICTIONAL REQUIREMENTS. IN CASE OF CONFLICT BETWEEN REQUIREMENT, THE MOST RESTRICTIVE SHALL APPLY. 1.03 ELECTRICAL CONTRACTOR'S RESPONSIBILITY A.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL CHECK THE DRAWINGS OF THE OTHER TRADES AND SHALL CAREFULLY READ THE ENTIRE SPECIFICATIONS AND DETERMINE HIS RESPONSIBILITIES. B.BEFORE SUBMITTING THE BID, THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FULLY ACQUAINT HIMSELF WITH EXISTING CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE EQUIPMENT AND ASSOCIATED WIRING IN SUCH A MANNER AS TO CONFORM WITH THE EXISTING STRUCTURE OF THE BUILDING, AVOID OBSTRUCTIONS, AND MEET APPLICABLE CODE REQUIREMENTS. C.THE INTENT OF THESE DRAWINGS IS TO DESCRIBE A COMPLETE AND OPERABLE SYSTEM. WHERE EXISTING CONDITIONS DIFFER FROM DRAWINGS, ADJUSTMENT SHALL BE MADE AND ALLOWANCES INCLUDED FOR ALL NECESSARY EQUIPMENT TO COMPLETE ALL PARTS OF THE DRAWINGS AND SPECIFICATIONS. BRING ANY QUESTIONS TO THE ARCHITECT OR ENGINEER'S ATTENTION PRIOR TO BIDDING. D.WHEREVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT, DEVICES, CIRCUIT BREAKERS, ETC., ARISES ON THE DRAWING AND/OR SPECIFICATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITION NOTED ON DRAWINGS AND/OR IN SPECIFICATIONS TO ENSURE COMPLETE AND OPERABLE SYSTEMS AS REQUIRED BY THE OWNER AND ENGINEER. 1.04 WORK NOT INCLUDED A.CERTAIN LABOR, MATERIALS, OR EQUIPMENT MAY BE FURNISHED UNDER OTHER CONTRACTS BY THE OWNER. WHEN SUCH IS THE CASE, THE EXTENT, SOURCE, AND DESCRIPTION OF THESE ITEMS WILL BE INDICATED ON THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS. UNLESS OTHERWISE NOTED, ALL LABOR, MATERIALS AND EQUIPMENT FOR THE COMPLETE INSTALLATION OF THE ELECTRICAL WORK SHALL BE PROVIDED UNDER THIS SECTION OF THESE SPECIFICATIONS. 1.05 SPECIAL REQUIREMENTS A.THE DRAWINGS INDICATE GENERAL ARRANGEMENT OF CIRCUITS, OUTLETS, LOCATIONS OF MOTOR CONTROLLERS WITH DISCONNECTS, PANELBOARDS, CONDUIT ROUTING, AND OTHER WORK. INFORMATION SHOWN ON THE DRAWINGS IS ESSENTIALLY DIAGRAMMATIC; HOWEVER, RECIRCUITING OR RELOCATING ELECTRICAL EQUIPMENT WILL NOT BE PERMITTED WITHOUT SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. 1.06 SUBMITTALS A.AFTER AWARD OF THE CONTRACT AND BEFORE ANY MATERIALS ARE DELIVERED TO THE JOB SITE, A COMPLETE LIST OF ALL MATERIALS PROPOSED TO BE FURNISHED AND INSTALLED UNDER THIS SECTION MUST BE PROVIDED. B.SUBMIT TO THE ENGINEER FOR APPROVAL ONE PRINT AND ONE REPRODUCIBLE OF ALL LIGHTING FIXTURES, SWITCHGEAR, PANELBOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, AND MOTOR STARTERS. SHOP DRAWINGS SHALL INCLUDE MANUFACTURER'S PRINTED INFORMATION FOR EACH OF THESE ITEMS IDENTIFIED ON THE DRAWINGS. THE INFORMATION SHALL INCLUDE, AS MINIMUM, OVERALL DIMENSIONS, WEIGHT, PHASE, VOLTAGE RATINGS, WIRING DIAGRAMS, AND NAMEPLATE DATA. 1.07 STANDARDS AND MATERIALS A.ALL MATERIALS SHALL CONFORM WITH THE CURRENT APPLICABLE INDUSTRY STANDARDS, NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION), ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE), IPCEA (INSULATED POWER CABLE ENGINEERS ASSOCIATION), IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS), NATIONAL ELECTRICAL SAFETY CODE. B.UNLESS OTHERWISE INDICATED, ALL MATERIALS SHALL BE UNDERWRITERS LABORATORIES LISTED AND LABELED, OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. C.WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS THE ELECTRICAL MECHANICAL EFFICIENCY. DEFECTIVE AND DAMAGED MATERIALS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL APPROVAL AND ACCEPTANCE. THE DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE WHEN THEY ARE MORE STRINGENT THAN CODES, STATUTES, OR ORDINANCES IN EFFECT. APPLICABLE CODES, STANDARDS, ORDINANCES, AND STATUTES TAKE PRECEDENCE WHEN THEY ARE MORE STRINGENT OR CONFLICT WITH THE DRAWINGS OR SPECIFICATIONS. 1.08 DELIVERY AND STORAGE OF MATERIALS A.THE CONTRACTOR SHALL INVESTIGATE EACH SPACE IN THE BUILDING THROUGH WHICH EQUIPMENT MUST PASS TO REACH ITS FINAL LOCATIONS. IF NECESSARY, THE MANUFACTURER SHALL BE REQUIRED TO SHIP HIS MATERIAL IN SECTIONS, SIZED TO PERMIT PASSING THROUGH SUCH RESTRICTED AREAS IN THE BUILDING. B.THE CONTRACTOR SHALL RETAIN IN HIS POSSESSION AND SHALL BE RESPONSIBLE FOR ALL PORTABLE AND DETACHABLE PARTS OF PORTIONS OF INSTALLATIONS SUCH AS FUSES, KEY LOCKS, ADAPTERS, BLOCKING CLIPS, AND INSERTS UNTIL FINAL COMPLETION OF WORK. THESE PARTS SHALL BE DELIVERED TO THE OWNER UPON COMPLETION OF THE WORK. PART 2 PRODUCTS 2.01 EQUIPMENT AND MATERIALS A.ALL MATERIALS FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE NEW, FREE FROM DEFECTS, AND SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE OF THE WORK. SHOULD ANY TROUBLE DEVELOP DURING THEIR PERIOD DUE TO DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP, THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS AND LABOR TO CORRECT THE TROUBLE WITHOUT ANY COST TO THE OWNER. ANY DEFECTIVE MATERIAL OR INFERIOR WORKMANSHIP NOTED AT THE TIME OF INSTALLATION SHALL BE CORRECTED IMMEDIATELY TO THE SATISFACTION OF THE OWNER. B.ALL MAJOR EQUIPMENT COMPONENTS SHALL HAVE THE MANUFACTURER'S NAME, ADDRESS, MODEL NUMBER, AND SERIAL NUMBER PERMANENTLY ATTACHED IN A CONSPICUOUS MANNER. 2.02 CONDUIT A.PROVIDE RACEWAYS AS INDICATED ON THE DRAWINGS AND AS HEREIN SPECIFIED. CONDUITS SHALL BE RIGID STEEL "GRC" (THICK WALL) GALVANIZED; ELECTRICAL METALLIC TUBING "EMT" (THIN WALL); FLEXIBLE STEEL, GALVANIZED; LIQUID-TIGHT, FLEXIBLE STEEL CONDUIT WITH GROUND BOND; ALUMINUM CONDUIT; OR SCHEDULE 40 PVC. B.ALL EMPTY CONDUITS (CO) SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE INDICATED ON THE DRAWING. C.WHERE CONDUIT CROSSES AN EXPANSION JOINT, PROVIDE APPROVED FITTINGS WHICH ALLOW DEFLECTIONS EQUIVALENT TO TWICE THE MOVEMENT ALLOWED BY THE DESIGN. 2.03 CONDUCTORS A.PROVIDE A COMPLETE SYSTEM OF CONDUCTORS IN RACEWAY SYSTEMS AS SHOWN ON THE DRAWINGS AND THEN HEREIN SPECIFIED. B.LIGHTING AND POWER CONDUCTORS SHALL BE COPPER, 600 VOLT, TYPE THWN/THHN, NO. 12 MINIMUM UNLESS OTHERWISE NOTED. C.CONTROL CONDUCTORS SHALL BE 600V, TYPE THWN/THHN, NO.14 MINIMUM SIZE UNLESS OTHERWISE NOTED. 2.04 FITTINGS A.CONNECTOR, COUPLING, LOCKNUT, BUSHINGS AND CAPS USED WITH RIGID CONDUIT SHALL BE STEEL, THREADED AND GALVANIZED. BUSHINGS SHALL BE INSULATED. B.EMT FITTINGS, CONNECTORS AND COUPLINGS SHALL BE STEEL, ZINC, OR CADMIUM PLATED, COMPRESSION TYPE, WITH INSULATED THROAT. C.FLEXIBLE STEEL CONDUIT CONNECTORS SHALL BE TWIST-IN-TYPE WITH INSULATED THROAT. THE FINISH SHALL BE ZINC OR CADMIUM PLATING. D.EMT CONDUIT FITTINGS SHALL BE THE COMPRESSION TYPE; SET SCREW FITTINGS SHALL NOT BE USED. 2.05 JUNCTION AND PULL BOXES A.FOR INTERIOR DRY LOCATIONS, BOXES SHALL BE GALVANIZED ONE-PIECE DRAWN STEEL, KNOCKOUT TYPE WITH REMOVABLE, MACHINE SCREW SECURED COVERS. B.ALL BOXES SHALL BE SIZED FOR THE NUMBER AND SIZES OF CONDUCTORS AND CONDUITS ENTERING THE BOX AND EQUIPPED WITH PLASTER RINGS WHERE REQUIRED. 2.06 OUTLET BOXES A.FOR FIXTURES, BOXES SHALL BE GALVANIZED, ONE-PIECE DRAWN STEEL, KNOCKOUT TYPE EQUIPPED WITH 3/8" FIXTURE STUDS AND PLASTER RINGS WHERE REQUIRED. B.FOR CONVENIENCE OUTLETS, WALL SWITCHES, OR OTHER DEVICES, OUTLET BOXES SHALL BE GALVANIZED ONE-PIECE DRAWN STEEL, KNOCKOUT TYPE 4"X4"X1-1/2" MINIMUM. C.FOR LOCATIONS WHERE STANDARD BOXES ARE NOT SUITABLE, SPECIAL BOXES SHALL BE DESIGNED TO FIT SPACE OR MEET OTHER REQUIREMENTS AND SUBMITTED FOR APPROVAL. 2.07 SWITCHES A.ALL DEVICES SHALL CONFORM TO NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) STANDARDS AND SHALL BE UNDERWRITERS' LABORATORIES, INC., (UL) LISTED AND LABELED AND SHALL BE "SPECIFICATION GRADE," MEETING THE REQUIREMENTS OF FEDERAL SPECIFICATION WS-896-E, FOR SWITCHES. 1.WALL SWITCHES SHALL BE SPECIFICATION COMMERCIAL GRADE (MINIMUM), FULLY ENCLOSED, QUIET-TYPE TUMBLER SWITCHES RATED 20 AMPERES, 120/277-VOLT, BAKELITE OR COMPOSITION, BACK AND SIDE WIRED, BUMPER PAD, FULL RATING FOR INDUCTIVE OR NON-INDUCTIVE LOADS AND INCANDESCENT OR FLUORESCENT LIGHTING LOADS. 2.SINGLE POLE SWITCHES: G.E. 59511, HUBBELL #1221, ARROW #1991 OR PASS & SEYMOUR 20AC1. 3.THREE-WAY QUIET SWITCHES: G.E. 59531, HUBBELL #1223, ARROW #1993 OR PASS& SEYMOUR 20AC3. 4.WALL SWITCH AND PILOT LIGHTS SHALL BE FLUSH MOUNTED COMBINATION WALL TYPE WITH SWITCH AND PILOT LIGHT EQUIPPED WITH A 6-WATT, 125-VOLT CANDELABRA BASE LAMP. THE PILOT LIGHT SHALL HAVE A GREEN JEWEL WITH BRASS RIM FLUSH MOUNTED IN THE WALL PLATE. 5.ALL SWITCHES SHALL BE OF THE SAME MANUFACTURE. 6.NORMAL SWITCH COLOR IS WHITE APPROVED BY ARCHITECT/OWNER. SWITCHES CONTROLLING CIRCUITS CONNECTED TO EMERGENCY POWER SOURCE SHALL BE RED. 7.30 AMP MOTOR RATED SNAP SWITCHES SHALL BE LEVITON MS302-DS. PROVIDED IN NEMA 1 OR 3R ENCLOSURE AS SHOWN ON DRAWING. B.SENSOR SWITCH (MOTION SENSOR) 1.WALL SENSOR SWITCH SHALL BE WATT STOPPER DUAL TECHNOLOGY OCCUPANCY SENSOR LEVITON MODEL #OSSMT-GD (FOR SINGLE POLE SWITCHING) & LEVITON MODEL #OSSMD-GD FOR (DUAL SWITCHING). 2.CEILING SENSOR SWITCH SHALL BE WATT STOPPER DUAL-TECHNOLOGY MODE. 3.PROVIDE 120/277V CEILING SENSOR POWER PACK INSTALLED IN J-BOX NEXT TO LIGHTING CIRCUIT. 2.08 RECEPTACLES A.DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE, 20 AMPS, 125 VOLTS, 3-WIRE, SIDE-WIRED WITH BINDING SCREWS, PARALLEL SLOTS, U-GROUND, PLASTER EARS AND CAPTIVE MOUNTING SCREWS. BODY SHALL BE PHENOLIC, PLASTIC, OR BAKELITE. RECEPTACLES SHALL BE HEAVY-DUTY, 3-BLADE CURRENT CARRYING CONTACT AND DOUBLEWIDE FLAT BLADE GROUND CONTACTS. PROVIDE ARROW HART 5242-I HUBBELL 5242-I OR LEVITON 5242-I. B.SINGLE RECEPTACLES SHALL BE SPECIFICATION GRADE, GROUNDING TYPE, SIDE-WIRED, WITH BINDING SCREWS, AND SHALL HAVE STANDARD SIZE IVORY BAKELITE BASE. FOR CIRCUITS CONSISTING OF ONE SINGLE RECEPTACLE ONLY, AMPERE RATING OF RECEPTACLE SHALL BE THE SAME AS CIRCUIT BREAKER OF FUSE. FOR RECEPTACLES RATED 15 AMPS/125 VOLTS, PROVIDE NEMA 5-15R, ARROW-HART 5251-I. FOR RECEPTACLES RATED 20 AMPS / 125 VOLTS, PROVIDE NEMA 5-20R, ARROW-HART 5721-I, OR EQUAL. 2.09 DEVICE PLATES 1.PROVIDE PLATES FOR ALL SWITCHES, RECEPTACLES, JUNCTION BOXES, TELEPHONE AND OTHER OUTLETS. 2.PROVIDE ENGRAVED OR ETCHED PLATES FOR ALL LOCK SWITCHES, PILOT SWITCHES, SWITCHES FROM WHICH EQUIPMENT OR CIRCUIT CONTROLLED CANNOT BE READILY SEEN, THREE OR MORE SWITCHES UNDER A COMMON PLATE AND FOR SWITCHES AS INDICATED. 3.STAINLESS STEEL PLATES SHALL BE AMERICAN IRON AND STEEL INSTITUTE (AISI) TYPE 302, WITH BEVELED EDGES, 0.040" THICK WITH SATIN SMOOTH FINISH. "SMOOTHIE," HUBBELL #97071 SERIES. 4.PLASTIC COVER PLATE SHALL BE HIGH IMPACT THERMOPLASTIC, HIGH STRENGTH, SCRATCH-RESISTANT, SMOOTH AND SELF-EXTINGUISHING, HUBBELL "PI" SERIES OR PASS & SEYMOUR RP SERIES. 5.WHERE OUTLETS ARE INDICATED TO BE WEATHERPROOF, PROVIDE AN AISI TYPE 302 STAINLESS WITH DOUBLE HINGED COVERS, PASS & SEYMOUR #WPD-8. 6.GALVANIZED STEEL PLATES SHALL BE SQUARE OR RECTANGULAR AND HOT DIPPED GALVANIZED OR SHERARDIZED, BEVELED EDGES AND 0.040" THICK. GALVANIZED STEEL PLATES SHALL BE USED IN UTILITY AREA. 7.PROVIDE PLATES EQUIPPED WITH CLOSE FITTING OPENINGS FOR THE EXACT DEVICE TO BE USED. PROVIDE PLATES FOR TELEPHONE OUTLETS EQUIPPED WITH BUSHED OPENINGS. 8.REFER TO SECTION 3.08 FOR LABELING OF PLATES. 9.COVER PLATES ON PRESSED STEEL OUTLET BOXES IN FURRED AREAS, ATTICS, ETC., OR EXPOSED IN MECHANICAL EQUIPMENT ROOMS SHALL BE OF THE SAME MATERIAL AS THE OUTLET BOX. 10.COVER PLATES IN LOCATIONS CONCEALED FROM PUBLIC VIEW SHALL HAVE THE CIRCUIT NUMBERS AND SOURCE FEED POINT HAND LABELED WITH MARKING BLACK PEN (PERMANENT MARKER). SEE SECTION 3.08 FOR LABELING. 11.PROVIDE PLASTIC COVER PLATES UNLESS NOTED OTHERWISE 2.10 PANELBOARDS A.FURNISH AND INSTALL ALL BRANCH CIRCUIT PANELBOARDS AS HEREINAFTER SPECIFIED AND AS SHOWN ON THE DRAWINGS. PANELBOARDS SHALL BE OF THE DEAD FRONT SAFETY TYPE EQUIPPED WITH THE THERMAL MAGNETIC 40°C CIRCUIT BREAKERS. B.CIRCUIT BREAKERS SHALL BE RATED MINIMUM 10,000 AMPS RMS SYMMETRICAL INTERRUPTING CAPACITY AND SHALL BE THE NUMBER OF POLES AND CURRENT CAPACITY AS INDICATED ON THE PANEL SCHEDULE. BRANCH CIRCUIT PANELBOARDS SHALL BE SQUARE-D OR EATON/CUTLER HAMMER WITH LUGS UL LISTED FOR USE WITH 75°C WIRE. C.DOOR SHALL HAVE A PLASTIC COVERED DIRECTORY FRAME WITH A TYPED IDENTIFICATION CARD OR ALL CIRCUIT AND PANEL NUMBERS FOR BRANCH CIRCUIT PANELBOARDS. D.PROVIDE NAMEPLATE FOR ALL PANELBOARDS, ENGRAVED WHITE LETTERS ON BLACK BACKGROUND INSTALL NAME PLATES ON THE TRIM ABOVE DOOR. E.ALL WIRING SHALL BE NEATLY ARRANGED AND LACED TOGETHER. F.ALL CIRCUIT BREAKERS USED FOR HVAC LOADS SHALL BE RATED "HACR". G.BUS BARS SHALL BE RECTANGULAR IN CROSS SECTION CONSTRUCTED OF COPPER. NEUTRAL AND GROUND BUSES SHALL BE FULL SIZE. 2.11 INTERIOR LIGHTING FIXTURES A.FURNISH, INSTALL AND WIRE LIGHTING FIXTURES SCHEDULED OR INDICATED BY TYPE DESIGNATION ON THE DRAWINGS. IF TYPE DESIGNATION IS OMITTED, FIXTURES SHALL BE OF THE SAME TYPE AS SHOWN FOR ROOMS OF SIMILAR USAGE. VERIFY BEFORE PURCHASE AND INSTALLATION. NO ALTERNATIVE FIXTURES WILL BE ACCEPTED. B.LOCATIONS OF FIXTURES ON ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. VERIFY LOCATION AND SPACING WITH ARCHITECTURAL REFLECTED CEILING PLANS AND OTHER REFERENCE DATA BEFORE PURCHASING. COORDINATE SPACE CONDITIONS, INCLUDING HEADROOM CLEARANCES AND INTERFERENCES WITH CEILING COMPONENTS SUCH AS DUCTS, OPENINGS, BEAMS AND PIPING PRIOR TO INSTALLATION. C.CHECK THE ARCHITECTURAL FINISHES AND, REGARDLESS OF THE CATALOG PREFIXES AND SUFFIXES SHOWN, FURNISH FIXTURES WITH THE PROPER TRIM, FRAMES, SUPPORTS, HANGERS AND OTHER MISCELLANEOUS APPURTENANCES OR PROPERLY COORDINATE WITH SAID FINISHES. WHERE REQUIRED, FURNISH REINFORCING FOR CEILING CONSTRUCTION TO SUPPORT THE WEIGHT OF THE FIXTURES. D.FIXTURES SHALL BE FREE OF LIGHT LEAKS AND DESIGNED TO PROVIDE SUFFICIENT VENTILATION OF LAMPS AND BALLASTS, INCLUDING VENT HOLES WHERE REQUIRED. OUTDOOR FIXTURES WITH VENT HOLES SHALL HAVE WIRE MESH SCREENS IN THE VENT HOLES. E.REPLACE BLEMISHED, DAMAGED OR UNSATISFACTORY FIXTURES AT NO ADDITIONAL COST TO THE OWNER AND IN A MANNER SATISFACTORY TO THE ARCHITECT. F.LAMPS 1.LAMPS SHALL BE NEW AND OF WATTAGE AND TYPE INDICATED OR AS REQUIRED FOR THE PARTICULAR FIXTURE INSTALLED. 2.UNLESS OTHERWISE NOTED, LAMPS DESCRIBED IN FIXTURE SCHEDULE, ANSI NOMENCLATURE, MANUFACTURED BY GENERAL ELECTRIC, SYLVANIA, PHILLIPS, OR EQUAL. 3.PROVIDE INCANDESCENT LAMPS AND TUNGSTEN-HALOGEN LAMPS AS 130 VOLT RATED WHENEVER SUCH DESIGNS ARE AVAILABLE. 4.PROVIDE FLUORESCENT LAMPS AS INDICATED ON THE DRAWINGS. ALL LINEAR FLUORESCENT LAMPS ARE TO BE INSTALLED WITH THE LABEL FACING THE SAME DIRECTION. 5.PROVIDE HIGH INTENSITY DISCHARGE (H.I.D.) LAMPS OF TYPE AND WATTAGE AS SHOWN ON THE DRAWINGS. LAMPS SHALL BE COMPATIBLE WITH FIXTURE BALLAST. MANUFACTURERS: G.E. CO., PHILLIPS, SYLVANIA, OR EQUAL. G.FLUORESCENT BALLASTS 1.PROVIDE BALLASTS ONLY BY MANUFACTURERS PRODUCING EQUIPMENT FOR AT LEAST FOUR YEARS. 2.PROVIDE BALLASTS WITH OPERATION AT INPUT FREQUENCY OF 60 HZ AND INPUT VOLTAGE BETWEEN 100 AND 135 VOLTS FOR 120 VOLT SYSTEMS OR BETWEEN 250 AND 310 VOLTS FOR 277 VOLT SYSTEMS. 3.PROVIDE NON-DIMMING ELECTRONIC BALLAST FOR T-8 FLUORESCENT LAMPS AS SHOWN ON DRAWING. THE BALLAST SHALL BE UL LISTED CLASS P, AND SOUND LEVEL A OR BETTER. THE BALLAST WITH LAMP OPERATING FREQUENCY BETWEEN 25 TO 35 KHZ. WITH NO FLICKERING. THE BALLAST SHALL HAVE LOWEST HARMONIC CONTENT AND TOTAL HARMONIC DISTORTION (NOT TO EXCEED 15% ON TOTAL HARMONIC AND 10% ON THIRD HARMONIC CONTENT). BALLAST SHALL BE ADVANCE MARK V OR EQUAL. 4.PROVIDE DIMMING ELECTRONIC BALLAST FOR FOUR FEET RAPID START LAMP, SAME CHARACTERISTICS AS SPECIFIED FOR NON-DIMMING WITH DIMMING CAPABILITIES FROM 100% TO 5% OF FULL LIGHT OUTPUT. MANUFACTURED BY ETTA OR LUTRON (15% TOTAL HARMONIC AND 10% THIRD HARMONIC CONTENT). 5.BALLASTS FOR EXTERIOR FIXTURES SHALL BE LOW TEMPERATURE TYPE FOR OPERATING AT +20 DEGREES F. 6.PROVIDE HIGH POWER FACTOR BALLASTS (90 PERCENT OR HIGHER) UL LISTED AND CONTAINING NO PCB. BALLAST SHALL MEET FCC RULES REPORT 18 AND IEEE 587 FOR WITHSTANDING LINE TRANSIENTS. 7.PROVIDE STEEL ENCASED, FULLY POTTED BALLASTS CAPABLE OF STARTING LAMPS AT 0 DEGREES F. 8.BALLAST SHALL MEET FOLLOWING CHARACTERISTICS: A.BALLAST FACTOR: 80 TO 100% B.LAMP CURRENT CREST FACTOR: LESS THAN 1.7. C.FILAMENT VOLTAGE: 2.5 TO 3.6 VOLTS. D.FLICKER: LESS THAN 1%. 9.PROVIDE BALLASTS WITH BUILT-IN LINE RFI SUPPRESSION AND HAVE SURGE AND TRANSIENT PROTECTED TO 6000 VOLTS. 10.PROVIDE BALLASTS WITH OPERATING TEMPERATURES NOT EXCEEDING 80 DEGREES C. AT ANY POINT ON THE CASE DURING NORMAL OPERATION. 11.(3) LAMP BALLASTS ARE NOT ACCEPTABLE. H.HIGH INTENSITY DISCHARGE LAMP BALLASTS 1.PROVIDE HIGH INTENSITY DISCHARGE LAMP BALLASTS AS HIGH POWER FACTOR REGULATING TYPE, CONFORMING TO APPLICABLE NEMA STANDARDS. INPUT VOLTAGE AND WATTAGES ARE LISTED IN THE FIXTURE SCHEDULE. 2.MINIMUM STARTING TEMPERATURE: MINUS 20 DEGREES F. 3.PROVIDE HIGH INTENSITY DISCHARGE BALLASTS OF THE ENCAPSULATED TYPE WITH LOWEST SOUND RATING AVAILABLE. I. EXIT SIGNS LIGHTS SHALL BE LED TYPE AND PROVIDED WITH AN INTEGRAL EMERGENCY BATTERY PACK. J.LED LIGHT FIXTURES A.GENERAL: 1.LED LIGHT FIXTURES SHALL BE IN ACCORDANCE WITH IES, NFPA, UL, AS SHOWN ON THE DRAWINGS, AND AS SPECIFIED. 2.LED LIGHT FIXTURES SHALL BE REDUCTION OF HAZARDOUS SUBSTANCES (ROHS)-COMPLIANT. 3.LED DRIVERS SHALL INCLUDE THE FOLLOWING FEATURES UNLESS OTHERWISE INDICATED: a.MINIMUM EFFICIENCY: 85% AT FULL LOAD. b.MINIMUM OPERATING AMBIENT TEMPERATURE: -20 DEG C. (-4 DEG F.) c.INPUT VOLTAGE: 120 - 277V (±10%) AT 60 HZ. d.INTEGRAL SHORT CIRCUIT, OPEN CIRCUIT, AND OVERLOAD PROTECTION. e.POWER FACTOR: >=0.95. f.TOTAL HARMONIC DISTORTION: <=20%. g.COMPLY WITH FCC 47 CFR PART 15. 4.LED MODULES SHALL INCLUDE THE FOLLOWING FEATURES UNLESS OTHERWISE INDICATED: a.COMPLY WITH IES LM-79 AND LM-80 REQUIREMENTS. b.MINIMUM CRI 80 AND COLOR TEMPERATURE 4000K UNLESS OTHERWISE SPECIFIED IN LUMINAIRE SCHEDULE. c.MINIMUM RATED LIFE: 50,000 HOURS PER IES L70. d.LIGHT OUTPUT LUMENS AS INDICATED IN THE LUMINAIRE SCHEDULE. B.LED DOWNLIGHTS: 1.HOUSING, LED DRIVER, AND LED MODULE SHALL BE PRODUCTS OF THE SAME MANUFACTURER. C.LED TROFFERS: 1.LED DRIVERS, MODULES, AND REFLECTOR SHALL BE ACCESSIBLE, SERVICEABLE, AND REPLACEABLE FROM BELOW THE CEILING. 2.HOUSING, LED DRIVER, AND LED MODULE SHALL BE PRODUCTS OF THE SAME MANUFACTURER. 2.12 LOW VOLTAGE SWITCHGEAR - N/A 2.13 CIRCUIT AND MOTOR DISCONNECTS A.DISCONNECT (SAFETY) SWITCHES SHALL BE FUSED, HEAVY DUTY TYPE SWITCHES MEETING NEMA SPECIFICATIONS. SWITCHES SHALL BE PROVIDED WITH REJECTION TYPE FUSE BLOCKS. PROVIDE SWITCHES WITH THE NUMBER OF POLES, THE VOLTAGE, CURRENT AND HORSEPOWER RATINGS AS REQUIRED. PROVIDE EXTERNALLY OPERABLE QUICK-MAKE, QUICK-BREAK TYPE MECHANISM WITH COVER INTERLOCK AND PADLOCKABLE IN EITHER THE OPEN OR CLOSED POSITION. B.SWITCHES SHALL BE NEMA 3R (RAIN TIGHT ENCLOSURE) WHERE INDICATED TO BE OUTDOORS WEATHERPROOF. C.PROVIDE NAMEPLATE INDICATING EQUIPMENT SERVED. ALL GENERAL SNAP SWITCHES OPERATING MOTOR LOADS SHALL BE HORSEPOWER RATED OR BE RATED AT LEAST 125% OF THE FULL LOAD CURRENT. 2.15 ELECTRICAL CONNECTIONS A.UNLESS OTHERWISE NOTED, ALL WIRING FOR MOTORS, STARTERS, CONTROLS, AND EQUIPMENT SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. WHERE MOTORS FOR MECHANICAL EQUIPMENT ARE FURNISHED BY OTHER DIVISIONS, WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, EXCEPT WHERE WIRED INTEGRALLY WITH THE EQUIPMENT. B.CONNECTION AND CONTROL DIAGRAMS FOR ALL MECHANICAL AND CONTROL EQUIPMENT SHALL BE FURNISHED UNDER OTHER DIVISIONS, AND BE APPROVED BY THE OWNER FOR CONNECTION BY THE ELECTRICAL CONTRACTOR. 2.16 SUPPORTING DEVICES A.ALL EQUIPMENT CONDUITS SHALL BE SUPPORTED, ANCHORED AND BRACED IN ACCORDANCE WITH THE MOST STRINGENT CODES AND REQUIREMENTS. COMPLY WITH CHAPTER 23 OF THE LATEST CBC (CALIFORNIA BUILDING CODE). PART 3 EXECUTION 3.01 WORKMANSHIP AND COMPLETION OF INSTALLATION A.WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS THE ELECTRICAL AND MECHANICAL EFFICIENCY. DEFECTIVE AND DAMAGED MATERIALS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL INTERPRETATIONS INCLUDED. ANY DEFICIENCY PERTAINING TO EITHER WORKMANSHIP OR MATERIALS FOUND BY THE INSPECTOR SHALL BE CORRECTED WITHOUT ADDITIONAL COST TO THE OWNER. B.THE CONTRACTOR SHALL MAINTAIN ON JOB SITE A SET OF THE WORKING DRAWINGS WHICH SHALL BE UPDATED DAILY IN DETAIL FOR WORK ACCOMPLISHED. UPON COMPLETION OF THE WORK, A SET OF REPRODUCIBLE CONTRACT DRAWINGS SHALL BE OBTAINED FROM THE GENERAL CONTRACTOR AND ALL CHANGES AS NOTED ON THE RECORD SET OF PRINTS SHALL BE INCORPORATED THEREON WITH RED INK IN A NEAT, LEGIBLE, UNDERSTANDABLE AND PROFESSIONAL MANNER. C.ALL EQUIPMENT AND MATERIAL CONNECTED WITH THIS PROJECT SHALL BE INSTALLED COMPLETE, THOROUGHLY CLEANED, AND ALL RESIDUE REMOVED FROM INSIDE SURFACES. EXTERIOR SURFACES OF ALL MATERIAL AND EQUIPMENT SHALL BE CLEANED AND DELIVERED IN A PERFECT, UNBLEMISHED CONDITION. D.UPON COMPLETION OF THE INSTALLATION AND AS A CONDITION OF ITS ACCEPTANCE FURNISH ONE COPY OF THE FINAL INSPECTION CERTIFICATE TO THE OWNER. 3.02 PREPARATION COORDINATION. A.THE CONTRACTOR SHALL COORDINATE THIS WORK WITH ALL OTHER CONTRACTORS FURNISHING LABOR, MATERIALS AND WORK, SO THAT THE WORK AS WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY. B.EXAMINE THE DRAWINGS AND SPECIFICATIONS AND DETERMINE THE WORK TO BE PERFORMED BY THE ELECTRICAL, MECHANICAL AND OTHER TRADES. PROVIDE THE TYPE AND AMOUNT OF ELECTRICAL MATERIALS AND EQUIPMENT NECESSARY TO PLACE THIS WORK IN PROPER OPERATION, COMPLETELY WIRED TESTED AND READY FOR USE. THIS SHALL INCLUDE ALL CONDUIT, WIRE, DISCONNECTS, RELAYS, AND OTHER DEVICES FOR THE REQUIRED OPERATION SEQUENCE OF ALL ELECTRICAL, MECHANICAL, AND OTHER SYSTEMS OR EQUIPMENT. C.PERFORM ALL WORK IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY INCONVENIENCE OR DANGER TO THE OCCUPANTS, NOR INTERFERE WITH THE ACTIVITIES IN THE BUILDING. D.THE CONTRACTOR SHALL COORDINATE AND SCHEDULE EACH POWER INTERRUPTION WITH OWNER, AND SHALL PROVIDE AT LEAST TWO WEEKS NOTICE OF PROPOSED INTERRUPTION AND WORK TO BE ACCOMPLISHED. 3.04 CORE CUTTING, DRILLING, AND PATCHING A.NO HOLES WILL BE ALLOWED IN ANY STRUCTURAL MEMBERS WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OR STRUCTURAL ENGINEER AND GENERAL CONTRACTOR. 3.05 INSTALLATION A.WORKMANSHIP IS TO BE NEAT, BY EXPERIENCED WORKMEN WITH ADEQUATE SUPERVISION, AND IN LINE WITH NORMAL INDUSTRY WORK PRACTICES. B.MAINTAIN WORKING CLEARANCE AROUND ELECTRICAL EQUIPMENT, IN ACCORDANCE WITH CODE REQUIREMENTS AS A MINIMUM. C.WHERE LIGHTING FIXTURES AND OTHER ELECTRICAL ITEMS ARE SHOWN IN CONFLICT WITH LOCATIONS OF STRUCTURAL MEMBERS AND MECHANICAL OR OTHER EQUIPMENT, FURNISH AND INSTALL ALL REQUIRED SUPPORTS AND WIRING TO CLEAR THE ENCROACHMENT. D.VERIFY LOCATION OF EACH OUTLET FOR POWER, SIGNAL, TELEPHONE/DATA, AND EACH LIGHTING FIXTURE WITH ARCHITECT PRIOR TO ROUGH-IN. INCLUDE IN BID COST OF RELOCATING EACH ITEM WITHIN TEN-FEET RADIUS OF ITS INDICATED LOCATION. E.ALL CONDUIT TO BE RUN CONCEALED UNLESS OTHERWISE NOTED. ALL CONDUITS SHALL BE ROUTED OVERHEAD IN CEILING SPACES. NO CONDUITS SHALL BE PERMITTED IN CONCRETE SLAB, MASONRY WALLS UNLESS SPECIFICALLY SO INDICATED. CONDUIT SHALL BE RUN SO AS NOT TO INTERFERE WITH OTHER PIPING FIXTURES OR EQUIPMENT. F.WHERE ALLOWED, EXPOSED CONDUIT RUNS SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO WALLS, STRUCTURAL MEMBERS, OR INTERSECTION OF VERTICAL PLANES AND CEILINGS. G.ALL ELECTRICAL CONDUITS AND OTHER ELECTRICAL RACEWAYS PASSING THROUGH FIRE RATED CEILINGS, SLABS, CABLE TRAYS, WALLS AND PARTITIONS SHALL BE SEALED TO PREVENT THE SPREAD OF FIRE, SMOKE, AND GASSES. USE A UL LISTED AND APPROVED FIRE-STOP MATERIAL EQUAL TO RATING OF A WALL OR A FLOOR SLAB PENETRATED; INSTALLATION OF FIRE-STOP MATERIAL SHALL BE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. H.UNLESS WRITTEN PERMISSION IS GRANTED BY THE ARCHITECT, NO MATERIAL SHALL BE MOUNTED ON THE EXTERIOR WALLS OR PARAPET TOP OF THE BUILDING. I.ALL ROTATING ELECTRICAL EQUIPMENT SHALL BE SUPPLIED WITH A FLEXIBLE, LIQUID-TIGHT CONDUIT WITH APPROPRIATE SLACK AND SHALL NOT EXCEED THIRTY-SIX (36) INCHES. J.ALL POWER WIRING SHALL BE INSTALLED IN CONDUIT. K.TELEPHONE WIRES SHALL BE PLENUM RATED CABLE FOR MOUNTING IN CEILING SPACES WITHOUT CONDUIT UNLESS OTHERWISE NOTED. L.ALL WIRES FOR ALL SYSTEMS SHALL BE CONTINUOUS FROM SWITCH TO TERMINAL OR FURTHEST OUTLET. NO JOINTS SHALL BE MADE EXCEPT IN PULL, JUNCTION OR OUTLET BOXES, OR IN PANEL OR SWITCHBOARD GUTTERS. M.ALL RECEPTACLE, CONTROL DEVICE, AND SWITCH MOUNTING HEIGHTS SHALL BE COORDINATED WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN. 3.06 GROUNDING A.ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AS INDICATED ON DRAWINGS AND AS REQUIRED BY THE LATEST EDITION OF APPLICABLE CODES. B.FURNISH AND INSTALL ALL GROUNDING CONDUCTORS, CONDUIT AND CLAMPS. THE SIZE OF THE GROUNDING CONDUCTORS SHALL BE NOT LESS THAN THAT SPECIFIED IN THE NEC. C.BUILDING GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 25 OHMS. D.EACH BRANCH CIRCUIT SHALL BE EQUIPPED WITH CODE SIZE GREEN GROUND, EQUIPMENT WIRE (PER NEC 250-95) (NOT INDICATED ON DRAWINGS) WITHIN THE SAME CONDUIT FOR ALL CIRCUITS OF PANELBOARDS. 3.07 BRANCH CIRCUITS A.NO MORE THAN THREE BRANCH CIRCUITS PERMITTED IN ONE CONDUIT UNLESS INDICATED OTHERWISE 3.08 IDENTIFICATION A.THE FOLLOWING ITEMS SHALL BE EQUIPPED WITH NAMEPLATES: 1.ALL MOTORS, MOTOR STARTERS, CONTROL PANELS, MOTORS CONTROL REMOTE STATIONS. 2.ALL DISCONNECT AND SAFETY SWITCHES, MAIN DISTRIBUTION PANEL FEEDER OVERCURRENT DEVICES AND SPARES, CIRCUIT EQUIPMENT IN SEPARATE ENCLOSURES. 3.SPECIAL ELECTRICAL SYSTEMS SHALL BE PROPERLY IDENTIFIED AT JUNCTION AND PULL BOXES 4.ALL BRANCH CIRCUIT PANEL BOARDS SHALL HAVE IDENTIFYING ENGRAVED PLASTIC NAMEPLATES. ALSO, PROVIDE A TYPED DIRECTORY CARD FOR EACH BRANCH CIRCUIT PANELBOARD. THE CARD IS TO BE PLACED ON THE INTERIOR SIDE OF THE PANELBOARD DOOR BEHIND A CLEAR PLASTIC SHIELD. THE CARD SHALL IDENTIFY EACH CIRCUIT BY NUMBER, LOAD, AND LOCATION. 5.IN GENERAL, EQUIPMENT SHALL BE IDENTIFIED AS DESIGNATED ON THE ELECTRICAL DRAWINGS. NAMEPLATES FOR PANELBOARDS AND SWITCHBOARDS SHALL INCLUDE THE PANEL DESIGNATION, VOLTAGE AND PHASE OF THE SUPPLY. THE NAME OF THE MACHINE SHALL BE THE SAME AS THE NAME USED ON ALL MOTOR STARTERS, DISCONNECTS, AND P.B STATION NAMEPLATES FOR THAT MACHINE. B.NAMEPLATES SHALL BE FABRICATED AS FOLLOWS: 1.NAMEPLATE MATERIALS SHALL CONSIST OF 3-PLY, 1/16" LAMINATED PLASTIC WITH WHITE CORE FOR LETTERING AND BLACK BACKGROUND. 2.CAPITAL LETTERS SHALL BE USED. 3.NAMEPLATES SHALL BE FASTENED WITH CADMIUM-PLATED SELF-TAPPING NO. 6 SCREWS 1/4" LONG 4.THE MINIMUM SIZE OF ALL NAME PLATES AND LETTERING SHALL BE 3/4" HIGH BY 2" LONG WITH 1/4" LETTERS. 3.09 PROTECTION A.USE ALL MEANS NECESSARY TO PROTECT THE WORK AND MATERIALS FROM LOSS DURING AND AFTER INSTALLATION, AND PROVIDE ADEQUATE AND PROPER STORAGE FACILITIES DURING THE PROGRESS OF THE WORK. PROVIDE FOR THE SAFETY AND GOOD CONDITION OF ALL WORK UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER. REPLACE ALL DAMAGE OR DEFECTIVE WORK, MATERIAL, AND EQUIPMENT AT NO EXPENSE TO THE OWNER BEFORE REQUESTING FINAL ACCEPTANCE. 3.10 CLEANING OF EQUIPMENT, MATERIAL, AND PREMISES A.SITE SHALL BE LEFT BROOM CLEAN AFTER COMPLETION OF WORK EACH DAY. UPON COMPLETION OF THE WORK, LEAVE THE PREMISES CLEAN OF ALL DIRT AND DEBRIS. B.ALL EQUIPMENT AND MATERIAL CONNECTED WITH THIS PROJECT SHALL BE INSTALLED COMPLETE, THOROUGHLY CLEANED, AND ALL RESIDUE REMOVED FROM INSIDE SURFACES. EXTERIOR SURFACES OF ALL MATERIAL AND EQUIPMENT SHALL BE CLEANED AND DELIVERED IN A PERFECT, UNBLEMISHED CONDITION. 3.11 HANDLING OF WIRE AND CABLE A.HANDLE WIRE AND CABLE SO AS TO AVOID DAMAGE TO CONDUCTORS AND TAKE EVERY PRECAUTION TO AVOID SHARP BENDING OR SCORING OF THE CABLE. CABLE SHALL NOT BE LAID NOR DRAGGED UPON THE GROUND. B.THE CONTRACTOR SHALL BE REQUIRED TO REMOVE AND REPLACE AT HIS OWN EXPENSE ALL WIRE AND CABLE DAMAGED DUE TO IMPROPER HANDLING, AND SHALL PAY FOR THE NEW WIRE OR CABLE. 3.12 TESTING AND INSPECTIONS A.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS FOR THE EXECUTION OF THE WORK UNDER THIS CONTRACT. B.THE CONTRACTOR SHALL REPLACE ALL DAMAGED OR DEFECTIVE EQUIPMENT OR WORK. C.ALL CIRCUITS SHALL BE TESTED FOR CONTINUITY AND CIRCUIT INTEGRITY BY THE CONTRACTOR. ADJUSTMENTS SHALL BE MADE FOR CIRCUITS NOT COMPLYING WITH TESTING CRITERIA. D.THE CONTRACTOR SHALL FURNISH ALL INSTRUMENTS AND PERFORM ANY ADDITIONAL TESTS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL ALSO CORRECT ALL FAILURES AND REPLACE ANY DAMAGED PORTIONS OF THE WORK RESULTING FROM THOSE TESTS. THE COST OF THE FOREGOING ITEMS SHALL BE PAID BY THE CONTRACTOR. E.THE CONTRACTOR SHALL FURNISH THE OWNER CERTIFICATES OF INSPECTION AND APPROVAL BY THE ELECTRICAL INSPECTION AUTHORITY ON ALL WORK COMPETED AS REQUIRED. F.TITLE 24 REQUIRES THE COMPLETION OF ALL APPLICABLE CERTIFICATES OF INSTALLATION AND CERTIFICATES OF ACCEPTANCE FOR LIGHTING SYSTEMS. THIS SHALL INCLUDE INDOOR AND OUTDOOR LIGHTING SYSTEMS. G.CONTRACT DRAWINGS AND SPECIFICATIONS, GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS, ELECTRICAL PROVISIONS AND DIVISION-1 SPECIFICATION SECTIONS APPLY TO WORK OF THIS SECTION. H.COMPLETE ALL TITLE 24 REQUIRED CERTIFICATE(S) OF INSTALLATION (NRCI) AND CERTIFICATE(S) OF ACCEPTANCE (NRCA) TO BE COMPLETED PER THE CONTRACT DOCUMENTS. I.RESPONSIBILITIES OF INSTALLING CONTRACTORS A.A.GENERAL CONTRACTOR (GC) a.ENSURE THAT ALL CONTRACTORS IDENTIFIED AS THE CONTRACTOR RESPONSIBLE FOR ACCEPTANCE TESTING AND COMPLETION OF THE TITLE 24 CERTIFICATE(S) OF ACCEPTANCE ARE CERTIFIED BY THE STATE OF CALIFORNIA OR ITS DESIGNATED BODY TO CONDUCT EACH RESPECTIVE TEST. A.A.ELECTRICAL CONTRACTOR (EC) a.VERIFY PROPER INSTALLATION AND PERFORMANCE OF ALL ELECTRICAL SERVICES PROVIDED. b.COMPLETE TITLE 24 CERTIFICATE(S) OF INSTALLATION AND MANUFACTURER'S PRE-START CHECKLISTS PRIOR TO SCHEDULING STARTUP/PROGRAMMING OF LIGHTING CONTROL EQUIPMENT. i.RETAIN CERTIFICATE(S) OF INSTALLATION IN A 3-RING BINDER IN AN ORGANIZED FASHION. BINDER IS TO REMAIN ON THE JOB SITE ii.MAKE CERTIFICATE(S) OF INSTALLATION AVAILABLE FOR BUILDING INSPECTOR'S REVIEW. iii.RETAIN CALIBRATION RECORDS FOR EQUIPMENT PROVIDED WITH MANUFACTURER CALIBRATED SENSORS IN THE CERTIFICATE(S) OF INSTALLATION BINDER. iv.CORRECT LABELING OF ALL CIRCUITS WITH CONNECTED EQUIPMENT. c.COMPLETE THE CERTIFICATE(S) OF ACCEPTANCE PER THE CONTRACT DOCUMENTS. i.THE COMPANY INSTALLING THE LIGHTING SYSTEMS MUST BE AN AUTHORIZED LIGHTING CONTROLS ACCEPTANCE TEST EMPLOYER CERTIFIED BY A LIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN CERTIFICATION PROVIDER OR INCLUDE IN THEIR BID THE COST OF RETAINING AND OVERSEEING A CONTRACTOR WHO IS AN AUTHORIZED LIGHTING CONTROLS ACCEPTANCE TEST EMPLOYER TO COMPLETE THE ACCEPTANCE TESTING. ii.ALL REQUIRED ACCEPTANCE TESTING MUST BE COMPLETED BY A LIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN EMPLOYED BY THE LIGHTING CONTROLS ACCEPTANCE TEST EMPLOYER. iii.RETAIN CERTIFICATE(S) OF ACCEPTANCE IN A 3-RING BINDER IN AN ORGANIZED FASHION. BINDER IS TO REMAIN ON THE JOB SITE iv.UPLOAD ALL CERTIFICATE(S) OF ACCEPTANCE TO THE CALIFORNIA TITLE 24 CERTIFICATES OF ACCEPTANCE DATABASE, IF, AT THE TIME OF PROJECT COMPLETION, THE DATABASE IS AVAILABLE TO THE PUBLIC. d.SUCCESSFUL COMPLETION OF THE REQUIRED ACCEPTANCE TESTS IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. ANY COSTS ASSOCIATED WITH MODIFICATIONS NECESSARY TO OBTAIN COMPLIANCE AND RE-TESTING OF SYSTEMS SHALL BE INCLUDED IN THE BASE BID OF THIS PROJECT. 3.13 TELEPHONE AND DATA A.PROVIDE AND INSTALL COMPLETE SYSTEM OF CONDUIT WITH PULL LINES, BACKBOARDS, EQUIPMENT RACK, PULL BOXES, JUNCTION BOXES, OUTLET BOXES, AND PLASTER RINGS, FOR TELEPHONE/ DATA SYSTEMS, TO BE INSTALLED AS PART OF THIS BUILDING CONTRACT. B.PROVIDE OVERHEAD CONDUIT CONNECTIONS BETWEEN THE MAIN TELECOM ROOM AND THE NETWORK RACK. 301 9TH STREET, SUITE 103 REDLANDS, CA 92374 P: (909) 281-8100 E: svela@velaengineering.biz G: \ P r o j e c t F i l e s \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t o o m R e n o v & A d d f o r D V D \ 0 1 - D r a w i n g s \ 0 1 - R e v i t \ 3 - C D \ 3 1 3 9 S a n t a A n a P o r t o l a P a r k R e s t r o o m R e n o & A d d C D _ C A D B a c k g r o u n d s . r v t NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: RM RM SV ELECTRICAL ENGINEER DRAWN:CHECKED: 10 0 % S U B M I T T A L . PS-25-2401 SAMUEL VELA 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SPECIFICATIONS E3.1 52 57 PLUMBING GENERAL NOTES 1. ALL EXISTING PIPING SHOWN ARE BASED ON AVAILABLE DRAWINGS AND ON SITE INVESTIGATION AND ASSUMPTION WHERE NECESSARY, AND MAY NOT REFLECT THE ACTUAL INSTALLED EXISTING CONDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS INCLUDING DEPTHS, SIZES AND LOCATIONS OF EXISTING PIPING FOR NEW P.O.C'S OR DEMOLITION AND ALTERATIONS AS REQUIRED PRIOR TO START OF WORK, INFORM ARCHITECT OF ANY DISCREPANCIES. 2. A STATE LICENSED C-36 QUALIFIED INSTALLER AND WITH CERTIFICATE OF QUALIFICATION PER CURRENT PLUMBING CODE SHALL SUPERVISE (MAX 3 PERSONNEL) OR PERFORM THE LABOR OF ALTERING, INSTALLING OR REPAIRING ANY PLUMBING REGULATED BY THIS CODE. A NON-QUALIFIED INSTALLER SHALL NOT BE ALLOWED. 3. FINAL REPORT FOR TESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED BY THE CONTRACTOR AND PROVIDED TO THE CITY FIELD INSPECTOR PRIOR TO FINAL APPROVAL OF THE INSTALLED NEW SYSTEM. THE REPORT SHALL BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. 4. AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE FIELD INSPECTOR AT THE TIME OF FINAL INSPECTION. 5. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAINTAINING THE CONNECTIVITY AND CONTINUITY OF THE EXISTING PLUMBING SYSTEMS DURING CONSTRUCTION. 6. ALL WORK SHALL COMPLY WITH CURRENT PLUMBING CODES, FIRE MARSHALL, BUILDING CODES, GREEN BUILDING STANDARDS CODES, CALIFORNIA ADMINISTRATIVE CODE TITLE 17, 20, 24 AND AUTHORITIES HAVING JURISDICTION'S CODE AMENDMENTS. 7. 8-1/2x11 PROJECT MANUALS, INCLUDING SPECIFICATIONS, EQUIPMENT AND FIXTURES AND BUILDING STANDARDS SHALL BE A PART OF THIS WORK. 8. ALL WORK/MATERIALS SHOWN ON PLANS SHALL BE NEW UNLESS NOTED OTHERWISE, AND SHALL CONFORM TO ALL LOCAL APPLICABLE CODES AND REGULATIONS. 9. BEFORE STARTING ANY WORK, CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS PER SPECIFICATIONS AND SUBMIT FOR ENGINEER'S REVIEW. THIS INCLUDES EXAMINING THE COMPLETE SET OF DRAWINGS FOR ALL TRADES, INCLUDING ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, AND ELECTRICAL. VERIFY ALL DIMENSIONS, SPACE REQUIREMENTS, AND POINTS OF CONNECTION TO ALL FIXTURES AND EQUIPMENT. MAKE ANY MINOR ALL REQUIRED ADJUSTMENTS NECESSARY TO AVOID CONFLICTS WITH THE BUILDING STRUCTURE AND THE WORK OF OTHER TRADES AND TO PROVIDE A COMPLETE INSTALLATION. 10. BEFORE SUBMITTING PROPOSALS FOR THIS WORK, EACH BIDDER SHALL BECOME FAMILIAR WITH DRAWINGS AND SHALL HAVE EXAMINED THE PREMISES AND BE AWARE OF ALL EXISTING CONDITIONS UNDER WHICH HE WILL BE OBLIGATED TO OPERATE IN PERFORMING HIS CONTRACT. THE CONTRACTOR SHALL NOT BE ENTITLED TO ANY EXTRA COMPENSATION FOR FAILURE TO ALLOW FOR ALL EXISTING CONDITIONS. SUBMITTING OF A BID OR PROPOSAL WILL BE CONSIDERED EVIDENCE OF THE FACT THAT CONTRACTOR IS FULLY AWARE OF THESE CONDITIONS AND IS ABLE TO COMPLETE ALL WORK REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. 11. PLUMBING DRAWINGS AND LAYOUTS ARE DIAGRAMMATIC TO SHOW DESIGN INTENT AND FINISHED CONDITIONS. COORDINATE PIPING WITH EXISTING CONDITIONS. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM THOSE SHOWN ON THE DRAWINGS AND AFFECT PLUMBING WORK, INFORM ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH THE WORK. 12. THESE DRAWINGS INDICATE THE FINISHED REQUIREMENTS FOR THE PLUMBING SYSTEMS. DUE TO STRUCTURAL, MECHANICAL DUCT OR PIPING INTERFERENCE, RETAINED EXISTING FACILITIES, OR FOR OTHER REASONS, THE CONTRACTOR MAY DESIRE TO INSTALL THE WORK IN A MANNER DIFFERENT FROM THAT SHOWN. SUCH CHANGES SHALL BE PRESENTED TO THE OWNER'S REPRESENTATIVE FOR APPROVAL BEFORE PROCEEDING, AND THE RECORD DRAWINGS SHALL BE ACCURATELY REVISED TO SHOW THE CHANGES AS COMPLETED. 13. IF ANY EQUIPMENT SUBMITTED BY THE CONTRACTOR IS DIFFERENT FROM THAT SPECIFIED, OR REQUIRES CHANGES IN MATERIAL OR LABOR FROM THAT REQUIRED IN THE CONTRACT DOCUMENTS AFFECTING THIS AND/OR OTHER TRADES, SUCH CHANGES SHALL BE SUBMITTED AS SHOP DRAWINGS. SUBMITTALS SHALL INDICATE CREDIT DUE TO OWNER. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PAYMENT OF ALL CHARGES RESULTING FROM ADDITIONS OR CHANGES IN THE WORK OF OTHER TRADES NECESSARY TO ACCOMMODATE THE REQUESTED MODIFICATION. ALL CHANGES SHALL BE SHOWN ON CONTRACTOR'S RECORD AND AS-BUILT DRAWINGS. 14. PRIOR TO BIDDING, CONTRACTOR TO VISIT SITE AND VERIFY FIELD CONDITIONS, DIMENSIONS, SPACING AND ROUTING OF ALL PLUMBING PIPING. ANY DISCREPANCIES WITH FIELD CONDITIONS AND THESE DOCUMENTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR IMMEDIATE RESOLUTION. COORDINATE WITH OTHER TRADES FOR CLEARANCES AND TIMELY FINISH. 15. UNLESS INSTRUCTED OTHERWISE, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, AND FEES REQUIRED FOR INSTALLATION OF ALL THE WORK, INCLUDING THE DIVISION OF THE STATE ARCHITECT, LOCAL SUPPLIER OF WATER AND POWER, SOUTHERN CALIFORNIA GAS CO., AND ALL OTHER AGENCIES HAVING JURISDICTION OVER SERVICES TO THIS BUILDING. FURNISH FINAL CERTIFICATE OF INSPECTION INCLUDING WITH THE FIRE MARSHALL, OR WRITTEN EVIDENCE OF ACCEPTANCE BY INSPECTION AUTHORITIES FOR ALL WORK INSTALLED. 16. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF DEMOLITION AND NEW CONSTRUCTION, FOR EXACT PLUMBING FIXTURE LOCATIONS AND QUANTITIES, EQUIPMENT, DEVICES, ETC. 17. SUBMIT A COORDINATED SHOP DRAWINGS AND PRODUCT DATA. PROVIDE COMPLETE AND UPDATED AS-BUILT DRAWINGS PRIOR TO COMPLETION OF PROJECT FOR REVIEW BY THE ARCHITECT/ENGINEER. PROVIDE AS-BUILT DRAWINGS VIA ELECTRONIC FORMAT IN AUTOCAD 2018 OR LATEST VERSION. 18. PROVIDE A COMPLETE PLUMBING SYSTEM FOR ALL AREAS IN SCOPE OF WORK INCLUDING PLUMBING FIXTURE ROUGH-INS AND ALL UTILITY PIPING. PROVIDE ROUGH-INS, EXTEND ALL PIPING (WASTE, VENT, COLD WATER, HOT WATER, ETC.) TO ALL FIXTURES AND APPLIANCES AS INDICATED ON THE ARCHITECTURAL DRAWINGS. PROVIDE ACCESSIBLE ISOLATION VALVES FOR DCW AND DHW AT EACH INDIVIDUAL PLUMBING FIXTURE (CHROME PLATED ANGLE STOPS) AND EQUIPMENT. 19. ALL PLUMBING SYSTEM SHALL BE LISTED FOR ITS INTENDED USE AND SHALL COMPLY WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 20. UNLESS OTHERWISE SPECIFIED, ALL PLUMBING ITEMS SHALL BE THE PRODUCT OF MANUFACTURERS REGULARLY ENGAGED IN THEIR MANUFACTURE. ALL ITEMS OF A GIVEN TYPE SHALL BE THE PRODUCTS OF THE SAME MANUFACTURER. 21. FURNISH EQUIPMENT AND ACCESSORIES NEW AND FREE FROM DEFECTS. 22. SUPPLY NEW EQUIPMENT COMPLETE WITH ALL ACCESSORIES FOR OPTIMUM OPERATION IN ACCORDANCE WITH THE APPLICABLE STANDARDS LISTED AND WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES. 23. PROVIDE SERVICE CLEARANCE FOR ALL VALVES, AND EQUIPMENTS PER MANUFACTURER'S RECOMMENDATIONS. ALL VALVES INCLUDING BEHIND ACCESS DOORS SHALL BE WITHIN 24" REACHABLE DISTANCE. 24. BARRIER FREE PLUMBING FIXTURES SHALL BE MOUNTED AT REQUIRED HEIGHTS AND INSTALLED WITH ALL RELATED ACCESSORIES AND SPACES AS REQUIRED BY THE CALIFORNIA OFFICE OF THE STATE ARCHITECT AND AMERICANS WITH DISABILITIES ACT (ADA). ALL FIXTURE TRAPS, PIPING AND VALVES UNDER THE FIXTURE SHALL BE INSULATED WITH A FACTORY PREFORMED INSULATION IN COMPLIANCE WITH ASTM E 84 AND IAPMO PS 94-2012. 25. PLUMBING SYSTEM COMPONENTS AND EQUIPMENTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS, RECOMMENDATIONS AND APPLICABLE CODES. PROVIDE ALL FITTINGS, TRANSITIONS, VALVES, AND ALL ACCESSORIES AND DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION 26. PROVIDE PIPING ISOLATION ON STUD WALL USING 1/4" FELT OR NEOPRENE ISOLATION, OR APPROVED SMWF ISOLATOR. 27. COORDINATE ALL SHUT-DOWN OF THE DOMESTIC WATER SYSTEMS WITH THE BUILDING ENGINEER PRIOR TO START OF WORK. 28. PROTECT IN PLACE ALL USED AND ACTIVE PIPING BELOW AND ABOVE CEILING, AND BELOW SLAB. 29. KEEP ALL PIPING CLEAR FROM LOAD BEARING FOOTINGS. COORDINATE WITH STRUCTURAL ENGINEER FOR UNDERGROUND PIPE ROUTING. 30. ALL EXISTING ABANDONED SAN. & VENT PIPING AND STUBOUTS FROM DEMOLISHED PLUMBING FIXTURES SHALL BE REMOVED, AND EXISTING PIPING SHALL BE CAPPED WHERE THEY ARE OUT OF SIGHT. SLAB SHALL BE FINISHED TO MATCH EXISTING. CONCRETE FILL OF STUBOUTS ARE NOT ACCEPTABLE AND SHALL NOT BE PERMITTED. 31. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN DIVISION 22 SPECIFICATIONS OR CURRENT PLUMBING CODE, WHICHEVER IS MORE STRINGENT. IF NO METHOD WAS MANDATED BY THE SPECIFICATION AND BY THE LOCAL HEALTH AUTHORITY, DISINFECT ACCORDING TO CURRENT PLUMBING CODE. 32. ALL VENTS THRU ROOF SHALL BE MINIMUM OF THREE FEET VERTICALLY AND TEN FEET HORIZONTALLY FROM AIR CONDITIONING EQUIPMENT FRESH AIR INTAKES, WINDOWS, DOORS OR OTHER OPENINGS, AND SHALL COMPLY WITH CURRENT PLUMBING CODE. 33. PROVIDE PIPE SLEEVES TO ALL PIPING PASSING THROUGH NEW MASONRY, CONCRETE, STRUCTURAL WALL. PROVIDE FIRE RATED CAULKING OF SAME RATING AS THE WALL AND SHALL BE OF APPROVED MATERIALS. 34. A MINIMUM 1/2" CLEARANCE SHALL BE PROVIDED AROUND PIPES AT ALL PENETRATIONS THROUGH WALLS AND ROOF. THE GAP SHALL BE PACKED TIGHTLY WITH LOOSE, LIGHTWEIGHT INSULATION THROUGH NON RATED WALLS, AND APPROVED U.L. LISTED FIRE SAFING MATERIAL THROUGH RATED WALLS TO MATCH WALL RATING. PLUMBING GENERAL NOTES (CONT.) VALVES CLEANOUT ELBOW DOWN ELBOW DOWN TO TEE ELBOW UP END CAP TEE DOWN TEE UP UNION P-TRAP TEE SIDE OUTLET DOWN VENT THROUGH ROOF FITTINGS SYMBOLS LEGEND DETAIL REFERENCE DETAIL NO. 1 FOUND IN P3.0 PLAN TITLE NO. -1 SECTION MARK SECTION NO. 1 FOUND IN P4.0 DETAIL/FLOOR PLAN BOUNDARY NO. 1 FOUND IN P2.0 SHEET KEYNOTE REVISION CLOUD (DELTA 1) EQUIPMENT TAG DESIGNATION WH DESIGNATION NUMBER 1 POINT OF CONNECTION POINT OF DISCONNECTION PLUMBING LINES ANNOTATION 1 VIEW TITLE SCALE 35. ROOF CONTRACTOR TO PROVIDE WATER TIGHT SEAL AROUND ALL NEW PENETRATIONS THRU ROOF. REFER TO ARCHITECTURAL DWGS. FOR DETAILS OF PIPE PENETRATIONS THRU ROOF. 36. PROVIDE AND INSTALL WATER HAMMER ARRESTORS WITH ACCESS PANELS OF REQUIRED SIZE AT ALL QUICK CLOSING VALVES, MANUFACTURER AND MODEL NUMBER SHALL BE PER SPECIFICATIONS AND SIZES PER MANUFACTURER REQUIREMENTS. 37. ALL CLEANOUTS SHALL BE ACCESSIBLE. CLEANOUTS SHALL BE INSTALLED PER CURRENT PLUMBING CODE REQUIREMENTS. PROVIDE WALL CLEANOUT ACCESS COVERS SIMILAR TO JR SMITH 4700 SERIES. COORDINATE COLOR AND FINISH WITH ARCHITECT. PROVIDE A CLEANOUT FOR EVERY FIXTURE IN RESTROOM, AT EACH URINAL VENT ABOVE SANITARY TEE CONNECTION, AT END OF SANITARY SEWER RUN, AT EACH END OF SANITARY LINE SERVING PLUMBING FIXTURES. ON THE HORIZONTAL RUN OF WASTE PIPING THAT IS MORE THAN 75 FEET IN TOTAL DEVELOPED LENGTH, PROVIDE CLEANOUTS AT EVERY 75 FEET, OR FRACTION THEROF. 38. SLOPE OF BUILDING SEWERS SHALL NOT BE LESS THAN 2% UNLESS OTHERWISE APPROVED BY THE AUTHORITY HAVING JURISDICTION. 39. ALL PIPING AND EQUIPMENT SUPPORT AND SEISMIC BRACING IS A CONTRACTOR DESIGN AND BUILD RESPONSIBILITY IN ACCORDANCE TO GUIDELINES FOR SEISMIC RESTRAINTS OF PLUMBING SYSTEMS PER SMACNA CURRENT EDITION; CHAPTER 6 OF CBC-2022; CHAPTER 3 OF CPC-2022; AND OSHPD PRE-APPROVED NO. R0010. PROVIDE PIPE SUPPORT TO ALL UNDER-SLAB ABOVE GROUND P-TRAPS. 40. ALL FLOOR DRAINS SHALL BE PROVIDED WITH CODE-APPROVED ACCESSIBLE TRAP PRIMERS. CONCEALED TRAP PRIMER VALVES SHALL BE PROVIDED WITH ACCESS PANELS. 41. EXISTING FLOOR REQUIRING CORING OR SAWCUTTING SHALL BE PATCHED FOR INSTALLATION OF NEW FIXTURES AND PIPING AS REQUIRED TO MATCH EXISTING SLAB RATING. 42. GET APPROVAL FROM THE STRUCTURAL ENGINEER IN CORE DRILLING EXISTING CONCRETE FLOOR AND WALL SLAB. USE CARE AND CAUTION IN CORING EXISTING REINFORCED CONCRETE SLAB. USE X-RAY TO VERIFY EXISTING REINFORCED BARS TO AVOID CUTTING OR DAMAGING THEM. COORDINATE ALL STRUCTURAL CUTTING, DRILLING, PATCHING AND REINFORCING REQUIRED FOR PLUMBING WORK WITH THE GENERAL CONTRACTOR AND REQUIREMENTS OF STRUCTURAL ENGINEER. 43. LAVATORIES SHALL HAVE ASSE 1070 CONTROLS TO LIMIT THE WATER TEMPERATURE TO 105 DEG. F. OR LESS AS DIRECTED IN SCHEDULE. 44. PENETRATIONS INTO OR THROUGH THE EXIT PASSAGEWAY ARE PROHIBITED PER CURRENT BUILDING CODE THAT IS APPLICABLE TO THIS PROJECT, EXCEPT FOR THOSE SERVING THE EXIT PASSAGEWAY SUCH AS FIRE SPRINKLER PIPING, AND STANDPIPES IN ACCORDANCE WITH NFPA STANDARDS. 45. ALL BACKFLOW DEVICES SHALL BE TESTED BY A CERTIFIED BACKFLOW TESTING TECHNICIAN WITH THE RESULTS DOCUMENTED ON FORMS PROVIDED BY THE DEPT. OF HEALTH SERVICES CROSS CONNECTION CONTROL DIVISION. THE FORMS SHALL BE REGISTERED WITH THE ABOVE AGENCY AND COPIES OF THE FORMS SHALL BE PRESENTED TO THE INSPECTOR PRIOR TO FINAL APPROVAL. 46. ALL PIPING SHALL BE PROVIDED WITH SEISMIC JOINTS OR SEISMIC LOOP CONNECTIONS WHERE STRUCTURAL SEISMIC JOINT OCCURS. SEISMIC JOINTS SHALL BE ICBO LISTED AND OR APPROVED BY 3RD PARTY TESTING LABS. REFER TO STRUCTURAL DRAWINGS FOR ALLOWABLE MOVEMENT FOR EACH JOINT. 47. ALL PLUMBING SYSTEMS IN WATER UTILITY DISTRIBUTION PIPING WITHIN THE SCOPE OF WORK INCLUDING PIPE, FITTING, VALVE, SOLDER AND FLUX, FIXTURE AND FAUCET INTENDED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION THROUGH DRINKING OR COOKING (WITH LAVATORY, SINK, DRINKING FOUNTAIN, WATER DISPENSER, ETC.) SHALL MEET THE NSF/ANSI STANDARD 61 ANNEX F, NSF/ANSI 372, SAFE DRINKING WATER ACT (SDWA), AND CALIFORNIA HEALTH SAFETY CODE SECTION 116875 (LEAD FREE) REQUIREMENTS. 48. ALL BRANCH LINES FOR DOMESTIC HOT AND COLD WATER SHALL BE PROVIDED WITH LINE SIZED ISOLATION VALVE WITH ACCESS DOOR. 49. ALL SOV SHALL BE FULL-PORT BALL VALVE APPROVED BY LOCAL AHJ. BUTTERFLY VALVE SHALL NOT BE ALLOWED. 50. ALL LAVATORY FAUCETS SHALL BE SELF-CLOSING OR METERED TYPE AS REQUIRED BY LOCAL AHJ. 51. ALL FIXTURES, EQUIPMENT, FITTINGS, AND MATERIALS SHALL BE LISTED. 1 P3.0 1 P4.0 1 P2.0 1 1 WH 1 TEE SIDE OUTLET UPCOLD WATER HOT WATER VENT LINE WASTE LINE DRAINS FLOOR DRAIN BALL VALVE COLD WATER FIXTURE UNITS FIXTURE COUNT F.U.TOTAL 30.5TOTAL FIXTURE UNITS WC 3 5 15 L 2 1 2 U 2 4 8 1ST HB 2.52.51 ADDITIONAL HB 213 WASTE & VENT PIPE SIZING MAXIMUM UNITS DRAINAGE PIPING PIPE SIZE 1 1/4 1 1/2 2 3 4 6 8 10 VERTICAL 1 2 16 48 256 1,380 3,600 5,600 HORIZONTAL 1 1 8 35 216 720 2,640 4,680 MAXIMUM LENGTH DRAINAGE PIPING VERTICAL HORIZONTAL 45 65 85 212 300 510 750 - UNLIMITED VENT PIPING HORIZONTAL & VERTICAL MAXIMUM UNITS 1 8 24 84 256 1,380 3,600 - MAXIMUM LENGTH 45 60 120 212 300 510 750 - NOTES: 1. BASED ON 1/4" PER FOOT SLOPE. REFER TO CPC TABLE 703.2 FOR ADDITIONAL NOTES. PIPE INSULATION THICKNESS FLUID TEMPERATURE RANGE (°F) NOMINAL PIPE DIAMETER (IN) <1 1 - 1.5 1.5 - 4 4 - 8 >8 105 - 140 INCHES R-VALUE 1.0 R-7.7 1.5 R-12.5 1.5 R-11 R-9 R-8 1.5 1.5 FLUID TEMPERATURE RANGE (°F) NOMINAL PIPE DIAMETER (IN) <1 1 - 1.5 1.5 - 4 4 - 8 >8 40 - 60 BELOW 40 INCHES R-VALUE 0.5 R-3 INCHES R-VALUE 0.5 R-3 1.0 R-7 R-6 R-5 1.0 1.0 1.0 R-8.5 1.5 R-14 1.5 R-12 R-10 R-9 1.5 1.5 DUCT DUCTWORK (NEW) DUCT TRANSITION VANED ELBOW RADIUS ELBOW DUCT FITTING (SEE DETAILS) T VOLUME DAMPER THERMOSTAT DAMPERS AND CONTROLS DIFFUSER SIDEWALL EXHAUST REGISTER PIPE MATERIAL SCHEDULE SERVICE COLD WATER (ABOVE GROUND) PIPE MATERIAL TYPE "L" COPPER JOINT TYPE SOLDERED PRESSURE FITTING MATERIAL CAST BRONZE/ WROUGHT COPPER SHUT-OFF RATING (PSI) 125 VALVE BALL GATE CHECK HOT WATER (ABOVE GROUND)TYPE "L" COPPER SOLDERED CAST BRONZE/ WROUGHT COPPER 125 BALL GATE SANITARY WASTE (BELOW GROUND) NO-HUB CAST IRON SCHEDULE 40 ABS (IF APPROVED BY ARCHITECT OR MTN) NO-HUB SOLVENT-WELD N/A ABS N/A N/A VENT N/A N/A SANITARY WASTE (ABOVE GROUND) SCHEDULE 40 ABS SOLVENT-WELD ABS N/A N/ANO-HUB N/ANO-HUB CAST IRON SCHEDULE 40 ABS SOLVENT-WELD ABS NO-HUB N/ANO-HUB CAST IRON AIR DISTRIBUTION SCHEDULE TAG DESCRIPTION FINISHMANUF. / MODEL ACCESSORIES CE KRUEGER S585 EXHAUST SIDEWALL GRILLE STANDARD WHITE - APPLICABLE CODES PROJECT SHALL COMPLY WITH, BUT NOT LIMITED TO THE FOLLOWING CODES: 1. 2022 CALIFORNIA BUILDING CODE (CBC) 2. 2022 CALIFORNIA MECHANICAL CODE (CMC) 3. 2022 CALIFORNIA ELECTRICAL CODE (CEC) 4. 2022 CALIFORNIA PLUMBING CODE (CPC) 5. 2022 CALIFORNIA FIRE CODE (CFC) 6. 2022 CALIFORNIA ENERGY CODE (CEC) 7. 2022 CALIFORNIA GREEN BUILDING CODE (CALGREEN) ENERGY CONSERVATION NOTES 1. ALL WATER FAUCETS AND SHOWER HEADS SHALL BE PROVIDED WITH CODE APPROVED FLOW RESTRICTORS. LAVATORY FAUCETS AND SINK FAUCETS (NOT INCLUDING SERVICE SINK FAUCETS) SHALL MEET THE FLOW REQUIREMENTS OUTLINED IN 2022 CALIFORNIA GREEN BUILDING STANDARDS, CODE, AND APPLIANCE EFFICIENCY STANDARDS AND SPECIFICATIONS. 2. ALL PLUMBING FIXTURES SHALL BE CERTIFIED TO THE CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) (WATER CLOSET 1.28 GPF, SHOWER HEAD 1.8 GPM, RESIDENTIAL LAVATORY 1.2 GPM, AND KITCHEN FAUCETS 1.8 GPM). 1. LOCATION OF DUCTWORK IS APPROXIMATE. ALL DRAWINGS AND LAYOUT ARE DIAGRAMMATIC TO SHOW DESIGN INTENT ONLY. CONTRACTOR TO COORDINATE ALL DUCTWORK AND PIPING WITH ALL OTHER WORK .IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM THOSE SHOWN ON THE DRAWINGS AND AFFECT WORK, INFORM ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH THAT AREA. 2. ALL WORK SHALL COMPLY WITH THE STATE OF CALIFORNIA BUILDING CODE, TITLE 24 ENERGY CODE, CALGREEN, [INTERNATIONAL BUILDING CODE, INTERNATIONAL ENERGY EFFICIENCY CODE] AND ALL OTHER GOVERNING CODES AND ORDINANCES. 3. CONTRACTOR WILL BE HELD RESPONSIBLE TO HAVE VISITED AND EXAMINED THE PREMISES PRIOR TO SUBMITTING HIS PROPOSAL IN ORDER TO UNDERSTAND THE EXISTING CONDITIONS RELATED TO HIS WORK. 4. SUPPORT ALL DUCTWORK FROM BUILDING STRUCTURE AND/OR FRAMING IN AN APPROVED MANNER, WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF SUPPORTS FOR EQUIPMENT, FURNISH ADDITIONAL FRAMING. 5. UNDER NO CIRCUMSTANCE WILL THIS CONTRACTOR OR HIS WORKMEN BE PERMITTED TO USE ANY PART OF THE BUILDING AS A SHOP EXCEPT PARTS AS DESIGNATED FOR SUCH USE. 6. STORE ALL MATERIALS IN DESIGNATED AREAS. 7. NEW WORK AND EQUIPMENT SHALL BE THOROUGHLY CLEANED AND MADE READY FOR USE. 8. SUBMISSION OF A PROPOSAL SHALL BE EVIDENCE THAT A CAREFUL EXAMINATION OF THE SITE, DRAWINGS & SPECIFICATIONS HAVE BEEN MADE AND THE CONTRACTOR IS FAMILIAR WITH THOSE ITEMS AND AREAS THAT WILL PRESENT DIFFICULTY TO THE PERFORMANCE OF THIS CONTRACT. LATER CLAIMS SHALL NOT BE MADE FOR LABOR, EQUIPMENT, ETC. NECESSARY TO COMPLETE ALL WORK AS A RESULT OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN. A. CONTRACTOR TO VERIFY THE EXISTING CONDITIONS BEFORE CONSTRUCTION; CONFIRMING SIZES AND LOCATIONS OF ALL EXISTING PIPING PRIOR TO START OF WORK. B. ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR AT THE SITE BEFORE PROCEEDING WITH ANY WORK. C. PRIOR TO STARTING DEMOLITION, DETERMINE LOCATIONS AND EXISTING CONDITIONS. 9. PROVIDE ALL REQUIRED LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY FOR A COMPLETE AND SAFE INSTALLATION OF MECHANICAL IN FULL CONFORMITY WITH REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION; ALL AS INDICATED ON DRAWINGS AND/OR HEREIN SPECIFIED FOR THE SYSTEMS INCLUDED. WORK SHALL BE INSTALLED IN A NEAT, WORKMANLIKE MANNER. INCLUDE ALL COSTS FOR PERMITS, LICENSES, CERTIFICATES, FILING AND INSPECTIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 10. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION NOT SHOWN ON MECHANICAL DRAWINGS. 11. ALL WORK MUST BE COORDINATED AROUND THE OPERATION OF THE FACILITY. 12. ALL APPLICABLE CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE CONSTRUCTION DOCUMENTS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR WHO SHALL INFORM THE OWNER, PRIOR TO SUBMITTING A PROPOSAL OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS. ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATION SHALL BE CORRECTED BY THE CONTRACTOR. 13. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL STATE. 14. THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS, AND ALL PARTS OF THE BUILDING, EXTERIOR SPACES AND ADJACENT STREETS, SIDEWALKS AND PAVEMENTS, FREE FROM MATERIAL AND DEBRIS RESULTING FROM THE EXECUTION OF THIS WORK. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE INTERIOR OR THE EXTERIOR. MECHANICAL GENERAL NOTES UP TO 12" DD, SS GAUGEDUCT SIZE TRANSVERSE JOINT 26 BRACING NONE DUCT GAUGE SCHEDULE RECTANGULAR NOTE: LOW PRESSURE DUCT: GAUGES, TRANSVERSE JOINTS, SPACING OF JOINTS AND INTERMEDIATE BRACING SHALL BE AS TABULATED ABOVE, IN WHICH TRANSVERSE JOINTS ARE SHOWN SS FOR S-STOP, DS FOR DRIVE SLIP, PS FOR POCKET SLIP, AND BS FOR BAR SLIP, PS AND BS LAPPED AND RIVETED AT CORNERS. INTERMEDIATE BRACING WHERE SHOWN MAY BE OMITTED IF DUCT SECTIONS OF FOUR FEET (4'-0") OR LESS ARE USED. MAXIMUM SPACING OF BRACING - FOUR FEET (4'-0") CLEANOUT TO GRADE / FLOOR CLEANOUT WATER CALCULATIONS (A) PRESSURE AVAILABLE (B) TOTAL FIXTURES (C) WATER DEMAND (40 GPM FROM RR + 25 GPM SPLASH PAD) (D) RESIDUAL PRESSURE REQUIRED (E) PRESSURE LOSS DUE TO HIGHEST FIXTURE (F) PRESSURE LOSS THRU PRV (G) PRESSURE LOSS THRU BP (H) PRESSURE LOSS THRU METER (I) TOTAL SYSTEM PRESSURE LOSS (J) PRESSURE AVAILABLE FOR FRICTION LOSS (K) TOTAL DEVELOPED PIPE LENGTH (L) FRICTION LOSS PER 100 FT OF PIPE 76.0 30.5 65 35.0 8.7 2.0 5.0 3.7 54.4 21.6 465 4.6 PSI (FROM CITY) FU GPM PSI PSI PSI PSI PSI PSI (D THRU H) PSI (A MINUS I) FT (+25% INCLUDED FOR FITTINGS) PSI/100FT PRESSURE REDUCING VALVE COLD WATER PIPE SIZING CHART PIPE SIZE (IN.)GPM 1/2 FLUSH TANK FLUSH VALVE FLOW VELOCITY (FPS) FIXTURE UNITS 3/4 1 2 3 4 1-1/4 1-1/2 2-1/2 2.2 1 02.8 5.8 7 03.8 12 15 04.5 20 30 05.2 33 60 156.0 78 275 1406.8 120 475 3508.0 175 800 7508.0 275 1,550 1,5508.0 NOTES: 1. BASED ON PRESSURE DROP OF 4.0 PSI/100FT OF PIPE AND MAX PIPE VELOCITY OF 8 FPS, CPC APPENDIX A CHART 105.1. COLD WATER (BELOW GROUND)TYPE "K" COPPER BRAZED CAST BRONZE/ WROUGHT COPPER 125 BALL GATE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 H AINROFILACFOETATS REENIGNELANOISSEFORPDERETSIGERNo. 37151 EXP. 12-31-2026 BRIAN E .GRAHAM MEC LACINA ©2 0 2 5 M T N E n g i n e e r i n g . A l l R i g h t s R e s e r v e d . N o p a r t o f t h i s d o c u m e n t m a y b e re p r o d u c e d i n a n y f o r m o f b y a n y m e a n s w i t h o u t p e r m is s i o n f r o m M T N E n g i n e e r i n g . DESIGNED:BG LM BG MECHANICAL ENGINEER DRAWN:CHECKED: PORTOLA PARK SPLASH PAD X BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PRINCIPAL CIVIL ENGINEER PRINCIPAL CIVIL ENGINEER25-2401 NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY RCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF REVIEWED FOR CONSTRUCTABLITY: RCE NO.: BRIAN GRAHAM 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 Z: \ S h a r e d \ 0 2 - P r o j e c t s \ 2 0 2 5 P r o j e c t s \ 2 5 - 0 0 5 S a n t a An a P o r t o l a P a r k R e s t r o o m \ 0 2 - C A D F i l e s \ S a n t a A n a Po r t o l a P a r k R e s t r o o m s . r v t MECHANICAL/PLUMBING NOTES & SCHEDULES MP0.0 PO R T O L A P A R K S P L A S H P A D P R O J E C T N O . 2 5 - 2 4 0 1 SHEET 52 OF 57 PLUMBING FIXTURE SCHEDULE TAG FIXTURE MANUF. / MODEL FAUCET/FLUSH VALVE CARRIER / SUPPORT ROUGH-IN CONNECTION (IN) CW HW W TRAP V DESCRIPTION / ACCESSORIES WATER CLOSET (ADA) ACORN DURA-WARE 1-1/2 - 3 INT.2SLOAN 952-1.28-2-10 JR SMITH 0330Y ACORN MODEL 2100-W-1-CN, ADA COMPLIANT, WALL MOUNTED, CONCEALED WALL SUPPLY,1.28 GPF CONCEALED FLUSH VALVE WITH PUSH BUTTON, 14 GA. STAINLESS STEEL, ELONGATED BOWL AND OPEN FRONT SEAT POWER - WATER CLOSET FLOOR DRAIN JR SMITH 2005Y-A-P - 2 2 1-1/2- -CAST IRON FLOOR DRAIN, TWO-PIECE BODY WITH DOUBLE DRAINAGE FLANGE AND 1/2" PRIMER TAP. 1/2" MAX GRATE OPENINGS IN ALL DIRECTIONS.- - WC 1 WC 2 FD 1 ACORN DURA-WARE 1-1/2 - 3 INT.2SLOAN 952-1.28-2-10 ACORN MODEL 2100-W-1-CN, WALL MOUNTED, CONCEALED WALL SUPPLY,1.28 GPF CONCEALED FLUSH VALVE WITH PUSH BUTTON, 14 GA. STAINLESS STEEL, ELONGATED BOWL AND OPEN FRONT SEAT - LAVATORY ACORN PENAL-WARE 1/2 1/2 2 1-1/2 1-1/2CHICAGO FAUCETS 333-E2805-665PSHAB JR SMITH 0805 MODEL 1652LRB-H1, SINGLE HOLE CENTERED METERING FAUCET, 0.5 NON-AERATING LAMINAR FLOW, QUARTER TURN ANGLE STOPS WITH RIGID RISER, TRUEBRO LAV GUARD PER ADA CODE 4.19.4. PROVIDE WITH TEMPERED MIXING VALVE -L 1 URINAL (ADA) SLOAN ROYAL 995-0.125-2-10 ACORN PENAL-WARE JR SMITH 0642 3/4 - 2 INT. 1-1/2 ACORN MODEL 1709FG-W, WALL MOUNTED, ADA COMPLIANT 17" RIM HEIGHT, CONCEALED WALL SUPPLY, 0.125 GPF CONCEALED FLUSH VALVE WITH PUSH BUTTON, 14 GA. STAINLESS STEEL URINAL 3/4 - 2 INT. 1-1/2 - - U 1 U 2 JR SMITH 0330Y SLOAN ROYAL 995-0.125-2-10 ACORN PENAL-WARE JR SMITH 0642 ACORN MODEL 1709FG-W, WALL MOUNTED, ADA COMPLIANT 17" RIM HEIGHT, CONCEALED WALL SUPPLY, 0.125 GPF CONCEALED FLUSH VALVE WITH PUSH BUTTON, 14 GA. STAINLESS STEEL WATER HAMMER ARRESTOR MIFAB MWH - -SIZED PER PLANS, INSTALL AS CLOSE AS POSSIBLE ON QUICK OPENING AND CLOSING VALVES- - - - - -WHA 1 FLOOR DRAIN JR SMITH 2490 - 2 2 1-1/2- -HEAVY DUTY, CAST IRON FLOOR DRAIN, NO HUB AND 1/2" PRIMER TAP. 1/2" MAX GRATE OPENINGS IN ALL DIRECTIONS.- -FD 2 TRAP PRIMER MIFAB M-500 - -PRESSURE ACTIVATED TRAP SEAL PRIMER, , PROVIDE ACCESS PANEL1/2 - - - - -TP 1 HOSE BIBB WOODFORD MODEL 24 - - - -- -HOSE BIBB WITH VACUUM BREAKER, METAL WHEEL HANDLE AND LOOSE TEE KEY OPERATED CONTROL VALVE.3/4 -HB 1 EXHAUST FAN SCHEDULE SPLASH PAD MAINTENANCE EXPANSION SERVES LOCATION ROOF CFM 350 WEIGHT (LBS) 50GREENHECK CUE-090-G NOTES 1, 2, 3, 4, 5, 6, 7 ESP (" WC) 0.4 RPM 1,300 DRIVE DIRECT MTR (HP) 1/25 POWER 120-1-60 SONES 5.6 NOTES: 1. FACTORY ROOF CURB, 12" 2. BACKDRAFT DAMPER, GRAVITY 4. BIRDSCREEN 5. DISCONNECT SWITCH 6. FAN SET TO RUN 24/7. EF 1 MANUFACTURER MODEL NO.TAG V-Ø-Hz POINT-OF-USE WATER HEATER SCHEDULE TAG SERVES LOCATION ACTIVATION GPM WEIGHT (LBS) MANUFACTURER MODEL NO.NOTES NOTES: 1. DISCONNECT SWITCH, ROTARY 2. PROVIDE ISOLATION VALVES AND FITTINGS PER CE 110.3(c)6 TEMP. RISEWATTS POWER V-Ø-Hz AMPS L-1 0.2 5 LBS90°F @ 0.35 GPM4,800 20 1, 2240-1-60WOMEN'S 144 L-1 0.2 5 LBS 1, 2MEN'S 145 WH 1 WH 2 CHRONOMITE CM-20L/240 90°F @ 0.35 GPM4,800 20240-1-60CHRONOMITE CM-20L/240 SOLIDS INTERCEPTOR SCHEDULE FLOWRATE (GPM) WEIGHT (LBS)NOTESINLET/OUTLET (IN.) 4 10WATTS SI-770 2 RECESSED EPOXY COATED STEEL WITH GASKETED EPOXY COATED STEEL SKID-PROOF COVER. REMOVABLE SEDIMENT BASKET AND NO HUB CONNECTION TAG MANUFACTURER MODEL NO. SI 1 SIZE 100 7. ALUMINUM FAN CONSTRUCTION AND ALUMINUM HOUSING PRESSURE REDUCING VALVE SCHEDULE LOCATION CONSTRUCTION NOTESPRESSURE LEAD FREE CAST BRONZE WATTS LFU5B-Z3 73 PSI (2) QUARTER TURN BALL VALVES, LEAD FREE Y-STRAINER, UNION CONNECTIONS, TAPPED AND PLUGGED WITH GAUGE TAG MANUFACTURER MODEL NO. PRV 1 YARDBOX INLET DIAMETER 2" WEIGHT (LBS.) 23 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 H AINROFILACFOETATS REENIGNELANOISSEFORPDERETSIGERNo. 37151 EXP. 12-31-2026 BRIAN E .GRAHAM MEC LACINA ©2 0 2 5 M T N E n g i n e e r i n g . A l l R i g h t s R e s e r v e d . N o p a r t o f t h i s d o c u m e n t m a y b e re p r o d u c e d i n a n y f o r m o f b y a n y m e a n s w i t h o u t p e r m is s i o n f r o m M T N E n g i n e e r i n g . DESIGNED: BG LM BG MECHANICAL ENGINEER DRAWN: CHECKED: PORTOLA PARK SPLASH PAD X BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PRINCIPAL CIVIL ENGINEER PRINCIPAL CIVIL ENGINEER25-2401 NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY RCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF REVIEWED FOR CONSTRUCTABLITY: RCE NO.: BRIAN GRAHAM 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 Z: \ S h a r e d \ 0 2 - P r o j e c t s \ 2 0 2 5 P r o j e c t s \ 2 5 - 0 0 5 S a n t a An a P o r t o l a P a r k R e s t r o o m \ 0 2 - C A D F i l e s \ S a n t a A n a Po r t o l a P a r k R e s t r o o m s . r v t MECHANICAL/PLUMBING SCHEDULES MP0.1 PORT OLA PARK S P L ASH P AD PR OJE CT NO . 2 5 - 2 4 0 1 SHEET 53 OF 57 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 H AINROFILACFOETATS REENIGNELANOISSEFORPDERETSIGERNo. 37151 EXP. 12-31-2026 BRIAN E .GRAHAM MEC LACINA ©2 0 2 5 M T N E n g i n e e r i n g . A l l R i g h t s R e s e r v e d . N o p a r t o f t h i s d o c u m e n t m a y b e re p r o d u c e d i n a n y f o r m o f b y a n y m e a n s w i t h o u t p e r m is s i o n f r o m M T N E n g i n e e r i n g . DESIGNED: BG LM BG MECHANICAL ENGINEER DRAWN: CHECKED: PORTOLA PARK SPLASH PAD X BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PRINCIPAL CIVIL ENGINEER PRINCIPAL CIVIL ENGINEER25-2401 NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY RCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF REVIEWED FOR CONSTRUCTABLITY: RCE NO.: BRIAN GRAHAM 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 Z: \ S h a r e d \ 0 2 - P r o j e c t s \ 2 0 2 5 P r o j e c t s \ 2 5 - 0 0 5 S a n t a An a P o r t o l a P a r k R e s t r o o m \ 0 2 - C A D F i l e s \ S a n t a A n a Po r t o l a P a r k R e s t r o o m s . r v t PLUMBING ENERGY COMPLIANCE FORMS MP0.2 SHEET 54 OF 57 EDGE OF (E) ROOF FD FD FD FD (E) LAVATORY (E) LAVATORY (E) WATER CLOSET (E) WATER CLOSET (E) URINAL (E) WATER CLOSET (E) WATER CLOSET 1 2 2 1 2 13 2 MEN'S RESTROOM WOMEN'S RESTROOM STORAGE/ MAINTENANCE L 1 WC 1 WC 2 L 1 FD 1 U 1 U 2 WC 1 FD 1 2" V 4" W 1-1/2" CW TP 1 1-1/2" V 2" W 1-1/2" V 1/2" TP TP 1 3 4 3 4 WHA 1 5 5 6 7 8 9 10 WCO 4 1-1/2" V 1/2" TP 5 5 2" W 3/4" CW WHA 16 1-1/2" V WCO (TYP.2) 11 10 12 WOMEN'S 144 MEN'S 145 STORAGE/ MAINTENANCE 146 SPLASH PAD MAINTENANCE EXPANSION 147 FD 2 EMERGENCY EYEWASH/SHOWER (BY OTHERS) FCO 2" W SURGE CHAMBER FILL SYSTEM (BY OTHERS) 4" W 3/4" CW DN IN WALL FOR CONNECTION TO HB-1 1-1/2" CW DN FOR CONNECTION TO SURGE CHAMBER FILL SYSTEM 1-1/2" CW DN FOR CONNECTION TO EMERGENCY EYEWASH/SHOWER SOV WH 1 WH 2 ROUTE 1/2" HW PIPE TO TMV. CORE EXISTING CONCRETE AS REQUIRED FOR PIPE PENETRATION. CONTRACTOR TO X-RAY EXISTING CONCRETE WALL PRIOR TO CORING. TOTAL PIPE LENGTH TO REMAIN UNDER 5'-0". PROVIDE INSULATION FOR HW PIPE ROUTE 1/2" HW PIPE TO TMV. CORE EXISTING CONCRETE AS REQUIRED FOR PIPE PENETRATION. CONTRACTOR TO X-RAY EXISTING CONCRETE WALL PRIOR TO CORING. TOTAL PIPE LENGTH TO REMAIN UNDER 5'-0". PROVIDE INSULATION FOR HW PIPE 1-1/2" CW 2" CW MAIN, COORDINATE FINAL LOCATION AND ROUTING WITH NEW CITY WATER PIPING PRIOR TO COMMENCING WORK BACKWASH STAND PIPE (BY OTHERS) 4" W 2" VTR 1-1/2" V 1/2" TP14 5 5 15 TYPICAL WOMEN'S RESTROOM COLD WATER MAIN 16 TYP. WOMEN'S RESTROOM WASTE MAIN HB 1 SI 1 17 17 HB 121 HB 1 21 INSTALL NEW CLEANOUT TO GRADE TO EXISTING WASTE LINE. CONTRACTOR TO VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION OF EXISTING PIPE IN FIELD. INSTALL NEW CLEANOUT TO GRADE TO EXISTING WASTE LINE. CONTRACTOR TO VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION OF EXISTING PIPE IN FIELD. HB 1 SHUTOFF VALVES AND PRESSURE REDUCING VALVE (PRV-1) IN YARDBOX 2" CW MAIN THRU WALL AND UP ALONG WALL 22 1-1/2" CW 23 2" CW PRV 1 WOMEN'S 144 MEN'S 145 STORAGE/ MAINTENANCE 146 SPLASH PAD MAINTENANCE EXPANSION 147 EF 1 (ON ROOF) 8"x10" 12x8 EG 350 CFM 10"x8" EXH DUCT DN FROM ABOVE 18 19 20 20 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 H AINROFILACFOETATS REENIGNELANOISSEFORPDERETSIGERNo. 37151 EXP. 12-31-2026 BRIAN E .GRAHAM MEC LACINA ©2 0 2 5 M T N E n g i n e e r i n g . A l l R i g h t s R e s e r v e d . N o p a r t o f t h i s d o c u m e n t m a y b e re p r o d u c e d i n a n y f o r m o f b y a n y m e a n s w i t h o u t p e r m is s i o n f r o m M T N E n g i n e e r i n g . DESIGNED: BG LM BG MECHANICAL ENGINEER DRAWN: CHECKED: PORTOLA PARK SPLASH PAD X BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PRINCIPAL CIVIL ENGINEER PRINCIPAL CIVIL ENGINEER25-2401 NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY RCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF REVIEWED FOR CONSTRUCTABLITY: RCE NO.: BRIAN GRAHAM 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 Z: \ S h a r e d \ 0 2 - P r o j e c t s \ 2 0 2 5 P r o j e c t s \ 2 5 - 0 0 5 S a n t a An a P o r t o l a P a r k R e s t r o o m \ 0 2 - C A D F i l e s \ S a n t a A n a Po r t o l a P a r k R e s t r o o m s . r v t MECHANICAL/PLUMBING FLOOR PLANS MP1.0 A. FOR LINE TYPES, SYMBOLS & ABBREVIATIONS, SEE LEGEND ON SHEET MP0.0. B. EQUIPMENT AND PIPING LOCATIONS SHOWN FROM BEST AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY SIZES AND LOCATIONS. C. EQUIPMENT THAT IS BEING REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE JOB SITE, EXCEPT EQUIPMENT SELECTED BY OWNER. OWNER SELECTED EQUIPMENT WILL BE TAGGED AND SHALL BE MOVED BY CONTRACTOR TO OWNER'S STORAGE ON SITE. D. PIPING CONNECTED TO EQUIPMENT THAT IS BEING REMOVED SHALL BE CUT AND CAPPED IN WALLS, FLOORS OR CEILING SO AS NOT TO INTERFERE WITH NEW CONSTRUCTION OR EQUIPMENT. 1. REMOVE EXISTING PLUMBING FIXTURE ALONG WITH SUPPORTS, WALL CARRIER AND PREPARE EXISTING COLD WATER, HOT WATER, WASTE AND VENT PIPE FOR CONNECTION TO NEW FIXTURE. 2. REMOVE EXISTING PLUMBING FIXTURE ALONG WITH SUPPORTS, WALL CARRIER AND PREPARE EXISTING COLD WATER, WASTE AND VENT PIPE FOR CONNECTION TO NEW FIXTURE. 3. CONNECT NEW PLUMBING FIXTURE TO EXISTING COLD WATER, HOT WATER, WASTE AND VENT PIPE. EXTEND EXISTING PIPE AS REQUIRED FOR NEW CONNECTION. CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPING IN FIELD. 4. CONNECT NEW PLUMBING FIXTURE TO EXISTING COLD WATER, WASTE AND VENT PIPE. CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPING IN FIELD. 5. PIPE BELOW GRADE. 6. CONTRACTOR TO VERIFY IF AN EXISTING WATER HAMMER ARRESTOR IS INSTALLED ON EXISTING COLD WATER HEADER. IF THERE IS ONE EXISTING, THEN REPLACE WITH NEW. IF THERE ISN'T ONE EXISTING, CONTRACTOR TO INSTALL AS SHOWN ON DRAWINGS. 7. CONNECT NEW 1-1/2" COLD WATER PIPE TO EXISTING COLD WATER PIPE IN WALL. CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPE IN FIELD. 8. CONNECT NEW 4" WASTE PIPE TO EXISTING WASTE PIPE IN THIS AREA. CONTRACTOR TO VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION OF EXISTING PIPE IN FIELD. 9. CONNECT NEW 2" VENT PIPE TO EXISTING VENT PIPE IN WALL. CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPE IN FIELD. 10. CONNECT NEW 1-1/2" VENT PIPE TO EXISTING VENT PIPE IN WALL. CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPE IN FIELD. 11. CONNECT NEW 3/4" COLD WATER PIPE TO EXISTING COLD WATER PIPE IN WALL. CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPE IN FIELD. 12. CONNECT NEW 2" WASTE PIPE TO EXISTING WASTE PIPE IN THIS AREA. CONTRACTOR TO VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION OF EXISTING PIPE IN FIELD. 13. REMOVE EXISTING PLUMBING FIXTURE ALONG WITH SUPPORTS, WALL CARRIER AND CAP EXISTING COLD WATER, WASTE AND VENT PIPE AT WALL. 14. 1-1/2" VENT PIPE UP ON WALL FROM BELOW GRADE. 15. INSTALL NEW SOV ON EXISTING COLD WATER MAIN. RE-WORK EXISTING PIPE AS NECESSARY FOR INSTALLATION OF NEW SOV. 16. INSTALL NEW CLEAN OUT ON EXPOSED EXISTING WASTE MAIN PIPE. RE-WORK EXISTING PIPE AS NECESSARY FOR INSTALLATION OF NEW CLEAN OUT. 17. SET TMV TO 90°F FOR TEMPERED WATER. 18. ALL DUCTWORK IN SPLASH PAD EQUIPMENT ROOM TO BE CONSTRUCTED OF ALUMINUM MATERIAL. ALL DUCT HANGING HARDWARE TO BE STAINLESS STEEL THAT IS COATED WITH CORROSION RESISTANT PAINT. 19. EXHAUST GRILLE IN SPLASH PAD EQUIPMENT ROOM TO BE CONSTRUCTED OF ALUMINUM MATERIAL. 20. DOOR LOUVER. SEE ARCHITECTURAL DRAWINGS. 21. CONNECT NEW HB-1 TO EXISTING COLD WATER PIPE AT P.O.C. EXTEND EXISTING COLD WATER PIPE AS REQUIRED FOR NEW CONNECTION. VERIFY LOCATION OF EXISTING PIPE IN FIELD. 22. CONNECT NEW 1-1/2" CW PIPE TO EXISTING 1-1/2" CW MAIN SERVING WOMENS RESTROOM. CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPE IN FIELD. 23. CONNECT NEW 1-1/2" CW PIPE TO EXISTING 1-1/2" CW MAIN SERVING MENS RESTROOM. CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPE IN FIELD. 0'1' 2' 4'8'1/4" = 1'-0"1 PLUMBING DEMOLITION FLOOR PLAN 0'1' 2' 4'8'1/4" = 1'-0"2 PLUMBING REMODEL FLOOR PLAN 0'1' 2' 4'8'1/4" = 1'-0"3 MECHANICAL REMODEL FLOOR PLAN KEYNOTES GENERAL NOTES N N N PORT OLA PARK S P L ASH P AD PR OJE CT NO . 2 5 - 2 4 0 1 SHEET 55 OF 57 OPTIONAL 3/4" VACUUM BREAKER 3/4" CW (E) WALL HB 1 STRUCTURAL BEAM THREADED ROD DOUBLE LOCKNUTSBAND HANGER NOTE: 1. CONTRACTOR IS RESPONSIBLE FOR REPAIRING DAMAGE TO THE FIRE PROOFING DURING INSTALLATION TO MAINTAIN FIRE RATING NOTE ACCESS PANEL SHALL NOT BE INSTALLED BEHIND GRAB BARS. TO FLOOR SINK OR FLOOR DRAIN TRAP 1/2" CW ACCESS PANEL 1/2" CW SUPPLY BALL VALVE FLOOR DISTRIBUTION UNIT WHERE REQUIRED REFER TO PLANS FOR SIZE AND LOCATION 1/2" CW (TYP) BALL VALVE FD - TP 1 TP 1 TYPICAL BRANCH LINE TO FIXTURE TO FIXTURE TO FIXTURE NOTES: 1. PROVIDE ON QUICK CLOSING VALVES AND AS NOTED ON PLANS. 2. PROVIDE AND INSTALL WATER HAMMER ARRESTORS WITH ACCESS PANELS OF REQUIRED SIZE AT ALL QUICK CLOSING VALVES. 3. ACCESS PANELS SHALL NOT BE INSTALLED BEHIND GRAB BARS. WATER HAMMER ARRESTOR FINISHED WALL SURFACE COVER PLATE WITH SECURING SCREW TAPER THREAD BRONZE PLUG THREADED CLEANOUT PLUG CLEANOUT TEE 3/8" COPPER TUBING (TYP.) QUARTER TURN ANGLE STOP VALVE LAVATORY OR SINK HOT WATER OUTLET TO FIXTURE COLD WATER INLET TO WH COMPRESSION FITTINGS ELECTRICAL DISCONNECT SWITCH SECURE UNIT TO WALL USING MANUFACTURER'S MOUNTING BRACKET & HARDWARE WH - FLOW TO BUILDING DRAIN OR SEWER. MATERIAL AND SIZE AS SPECIFIED CAST IRON LONG SWEEP 1/4 BEND OR CAST IRON COMBINATION "Y" & 1/8 BEND (USE REDUCING TYPE WHERE REQUIRED) CAST IRON CLEANOUT WITH COVER FOR DUTY REQUIRED TAPERED BODY LEAD FINISHED FLOOR OAKUM CAST IRON SOIL PIPE MANUFACTURED FLASHING SLEEVE ANCHORED IN PLACE VENT STACK NO-HUB COUPLING OPTIONAL CLAMPING COLLAR ROOF CONSTRUCTION ROOFING VENT STACK EXTENSION BIRD SCREEN PRE-FAB CURB W/ 1-1/2" INSULATION ROOFING FOAM-RUBBER GASKET APPLIED TO UNDERSIDE OF FAN CURB CAP. ANCHOR FAN TO CURB W/ #10 SHEET METAL FASTENERS 12"O.C. ALL AROUND. RUN FLASHING UP UNDER FAN BASE #12 S.M.S. @ 12" O.C. ALL AROUND SEAL BACKDRAFT DAMPER DUCT TRANSITION FROM CEILING GRILLE SIZE TO DAMPER (WHERE APPLICABLE) EF 1 RECTANGULAR DUCT 36" MAX. 1/4"Ø CABLE (TYP.) UNISTRUT "P1546" (TYP.) 3/8"Ø THREADED ROD 8' ON CENTER #10 SELF-TAPPING SHEET METAL SCREWS EQUALLY SPACED (18" O.C. MAX.) (TYP.) 2x2x1/4" 16 GA STAINLESS STEEL ANGLE (TYP.) WASHER WITH 3/8" NUT (TYP.) FOR ANCHORAGE TO STRUCTURE, REFER TO SMACNA SEISMIC RESTRAINT MANUAL 24" MAX. HEIGHT OR 10 LBS./LINEAR FT MAX. NOTE: 1. FOLLOW SMACNA GUIDELINES 2. PROVIDE LONGITUDINAL L BRACE, ONE EACH SIDE OF DUCT. 3. PROVIDE SEISMIC BRACING IF DISTANCE FROM TOP OF DUCT TO ATTACHMENT TO STRUCTURE IS GREATER THAN 12" OR WEIGHT EXCEEDS 10 LBS/LF. 4. ALL DUCTWORK TO BE CONSTRUCTED OF ALUMINUM MATERIAL. 5. ALL DUCT HANGING HARDWARE TO BE STAINLESS STEEL THAT IS COATED WITH CORROSION RESISTANT PAINT. CONNECT NEW 3/4" CW PIPE TO EXISTING CW PIPE FLOW EXTERIOR CLEANOUT (LIGHT TRAFFIC AREA) 18x18" SQUARE CONCRETE PAD, 6" THICK "CO" TO BE CAST IN COVER TO BUILDING DRAIN OR SEWER. MATERIAL AND SIZE AS SPECIFIED CAST IRON CLEANOUT WITH COVER FOR DUTY REQUIRED TAPERED BODY LEAD GRADE OR PAVING OAKUM CAST IRON SOIL PIPE CAST IRON LONG SWEEP 1/4 BEND OR CAST IRON COMBINATION "Y" & 1/8 BEND (USE REDUCING TYPE WHERE REQUIRED) UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 H AINROFILACFOETATS REENIGNELANOISSEFORPDERETSIGERNo. 37151 EXP. 12-31-2026 BRIAN E .GRAHAM MEC LACINA ©2 0 2 5 M T N E n g i n e e r i n g . A l l R i g h t s R e s e r v e d . N o p a r t o f t h i s d o c u m e n t m a y b e re p r o d u c e d i n a n y f o r m o f b y a n y m e a n s w i t h o u t p e r m is s i o n f r o m M T N E n g i n e e r i n g . DESIGNED: BG LM BG MECHANICAL ENGINEER DRAWN: CHECKED: PORTOLA PARK SPLASH PAD X BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PRINCIPAL CIVIL ENGINEER PRINCIPAL CIVIL ENGINEER25-2401 NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY RCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF REVIEWED FOR CONSTRUCTABLITY: RCE NO.: BRIAN GRAHAM 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 Z: \ S h a r e d \ 0 2 - P r o j e c t s \ 2 0 2 5 P r o j e c t s \ 2 5 - 0 0 5 S a n t a An a P o r t o l a P a r k R e s t r o o m \ 0 2 - C A D F i l e s \ S a n t a A n a Po r t o l a P a r k R e s t r o o m s . r v t MECHANICAL/PLUMBING DETAILS MP2.0 1PIPE SUPPORT 2TRAP PRIMER 4WATER HAMMER ARRESTOR 5WALL CLEAN OUT 6WATER HEATER 7PIPE SUPPORT - ON WALL 8FLOOR CLEAN OUT 9VENT THRU ROOF 10EXHAUST FAN MOUNTING 11DUCT SUPPORT 3FLOOR CLEANOUT 12INTERIOR HOSE BIBB PORT OLA PARK S P L ASH P AD PR OJE CT NO . 2 5 - 2 4 0 1 SHEET 56 OF 57 TYPE 'K' COPPER BELOW GROUND BALL VALVE GRADE CONCRETE YARD BOX (TYP) PRESSURE REDUCING VALVE (PRV-1) EXTERIOR WALL CW MAIN. SEE PLANS FOR SIZE AND LOCATION HB 1 CW MAIN INTO BUILDING UP ALONG WALL UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICES ALERT. DIAL 811 H AINROFILACFOETATS REENIGNELANOISSEFORPDERETSIGERNo. 37151 EXP. 12-31-2026 BRIAN E .GRAHAM MEC LACINA ©2 0 2 5 M T N E n g i n e e r i n g . A l l R i g h t s R e s e r v e d . N o p a r t o f t h i s d o c u m e n t m a y b e re p r o d u c e d i n a n y f o r m o f b y a n y m e a n s w i t h o u t p e r m is s i o n f r o m M T N E n g i n e e r i n g . DESIGNED: BG LM BG MECHANICAL ENGINEER DRAWN: CHECKED: PORTOLA PARK SPLASH PAD X BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PRINCIPAL CIVIL ENGINEER PRINCIPAL CIVIL ENGINEER25-2401 NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY RCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF REVIEWED FOR CONSTRUCTABLITY: RCE NO.: BRIAN GRAHAM 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 Z: \ S h a r e d \ 0 2 - P r o j e c t s \ 2 0 2 5 P r o j e c t s \ 2 5 - 0 0 5 S a n t a An a P o r t o l a P a r k R e s t r o o m \ 0 2 - C A D F i l e s \ S a n t a A n a Po r t o l a P a r k R e s t r o o m s . r v t MECHANICAL/PLUMBING DETAILS MP2.1 1COLD WATER MAIN PORT OLA PARK S P L ASH P AD PR OJE CT NO . 2 5 - 2 4 0 1 SHEET 57 OF 57 PLUMBING SPECIFICATIONS 1.00 - GENERAL 1.01 DESCRIPTION OF WORK FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR AND/OR REASONABLY INCIDENTAL TO THE COMPLETION OF THE FOLLOWING WORK. A. SANITARY WASTE AND VENT PIPING SYSTEM INCLUDING CONNECTIONS TO BUILDING SEWER AS SHOWN. B. DOMESTIC HOT AND COLD WATER SYSTEMS INCLUDING WATER HEATER, AND RELATED ACCESSORIES AND CONTROLS. CONNECTION TO BUILDING WATER AS SHOWN. C. PLUMBING FIXTURES, TRIM AND ACCESSORIES INCLUDING INSTALLATION AND SUPPORT. D. FLASHING AND SEALING OF ROOF AND EXTERIOR WALL PENETRATIONS FOR WATER TIGHTNESS. E. CAULKING AND SEALING OF FLOOR AND WALL PENETRATIONS AND FORMED SHAFT PENETRATIONS. F. BACKING FOR SECURING FIXTURES, TRIM AND PIPING. G. ACCESS DOORS WHERE SHOWN OR REQUIRED BY CODE. H. HANGERS, SUPPORTS, AND GUIDES. I. CLEANUP OF DEBRIS AND FINAL CLEANUP OF DRAINS, FIXTURES AND EQUIPMENT. J. RECORD DRAWINGS AND OPERATING MANUALS. K. LICENSE, PERMITS AND ASSOCIATED FEES. L. CUTTING, DRILLING AND PATCHING FOR ALL SURFACES IN RELATION TO PLUMBING WORK. 1.02 EXAMINATION OF SITE A. VISIT SITE BEFORE SUBMITTING BID AND CHECK LOCATION OF ALL EXISTING CONDITIONS WHICH WILL AFFECT THIS WORK, VERIFY DIMENSIONS AND LOCATIONS SHOWN ON DRAWINGS AND COVER ALL CONTRACTOR SHALL ASSUME REASONABLE VARIATIONS OR MINOR OMISSIONS AND SHALL COMPLETE PROPOSED WORK WITHOUT ADDITIONAL COST. FAILURE TO VISIT SITE WILL NOT LESSEN RESPONSIBILITY OR ENTITLE ADDITIONAL COMPENSATION FOR WORK NOT INCLUDED IN PROPOSAL. B. VISIT SITE OF THE WORK, COMPARE IT WITH THE DRAWINGS AND SPECIFICATIONS AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED, ASCERTAIN AND CHECK ALL CONDITIONS AND ELEVATIONS AND TAKE ALL MEASUREMENTS WHICH MAY AFFECT THE WORK. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE FOR ANY EXTRA EXPENSE OR CLAIMS DUE TO FAILURE OR NEGLECT UNDER THIS REQUIREMENT TO MAKE SUCH EXAMINATION, INCLUDING EXAMINATION OF RESTRICTED WORKING CONDITIONS OR SUCH OTHER DIFFICULTIES VISUALLY OBSERVED DURING SITE VISIT. CONTRACTOR IS RESPONSIBLE FOR BECOMING COMPLETELY FAMILIAR WITH THE ARCHITECTURAL AND STRUCTURAL CONDITIONS AND LIMITATIONS WHICH WILL EXIST IN THE BUILDING AND TO PROVIDE ALL LABOR, TOOLS AND MATERIALS REQUIRED TO PRODUCE A COMPLETELY CONCEALED INSTALLATION AS INDICATED ON THE PLANS, SPECIFICATIONS, AND REQUIRED BY THE CODE. C. A REDUCTION OF PIPE AREA THAT OFFERS AN OBSTRUCTION TO FLOW THROUGH THE DRAIN SHALL BE PROHIBITED. 1.03 DRAWINGS THE ACCOMPANYING DRAWINGS SHALL BE CONSIDERED PART OF THESE SPECIFICATIONS. WORK AND MATERIALS SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS AND VICE VERSA SHALL BE EXECUTED AS IF SPECIFICALLY MENTIONED OR SHOWN IN BOTH. THE DRAWINGS SHALL BE CONSIDERED AS SCHEMATIC IN NATURE AND MINOR MODIFICATIONS OF THE WORK TO COMPLY WITH THE STRUCTURE AS FOUND SHALL BE MADE. 1.04 RULES AND REGULATIONS A. ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE STATE FIRE MARSHAL AND OTHER APPLICABLE STATE AND LOCAL RULES AND REGULATIONS. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. B. FURNISH WITHOUT ANY EXTRA CHARGE ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED TO COMPLY WITH THESE LAWS, ORDINANCES AND CODES REGARDLESS OF WHETHER SHOWN OR MENTIONED IN THESE SPECIFICATIONS OF DRAWINGS. C. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LANDLORD'S MECH/ELECT. DESIGN CRITERIA. ALL CONTRACTORS SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT COORDINATOR OR MALL OPERATIONS MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO BIDDING THE JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES THE STRICTEST INTERPRETATION SHALL APPLY. 1.05 SUBMITTALS A. SUBMIT FOR REVIEW TO THE OWNER A "COMPLETE AND ALL-INCLUSIVE" LIST OF EQUIPMENT AND MATERIALS PROPOSED FOR USE (IN PDF), ACCOMPANIED BY MANUFACTURER'S DATA SHEETS. DATA SHALL BE FORWARDED IN A SINGLE PACKAGE WRITTEN 15 DAYS AFTER AWARD OF CONTRACT. SUBMIT SIX BLACKLINE PRINTS AND ONE REPRODUCIBLE SHOP DRAWING SHOWING PROPOSED PLUMBING INSTALLATION. INCLUDE SIZES, LOCATIONS AND OTHER REQUIRED INFORMATION TO COORDINATE INSTALLATION WITH OTHER TRADES. B. WITHIN 5 DAYS AFTER AWARD OF CONTRACT, SUBMIT PDF OF A LETTER STATING ANY MATERIALS THAT CONTRACTOR WISHES TO SUBSTITUTE, TO THE OWNER FOR APPROVAL. INCLUDE SUCH INFORMATION AS MANUFACTURER'S NAME, TYPE OF MATERIAL, CERTIFIED RATINGS, OVERALL APPEARANCE, AND NECESSARY INFORMATION TO EXPLAIN FUNCTION AND OPERATION OF MATERIAL. ALL PROPOSED SUBSTITUTIONS SHALL BE EQUAL IN QUALITY, DESIGN, UTILITY AND APPEARANCE TO MATERIAL, EQUIPMENT OR METHOD SPECIFIED. 1.06 AS-BUILT DRAWINGS A SET OF PLUMBING PLANS WILL BE FURNISHED TO THE CONTRACTOR ON WHICH THEY SHALL INDICATE THE INSTALLATION "AS- BUILT" AS THE WORK PROGRESSES. UPON COMPLETION OF THE WORK, A SET OR REPRODUCIBLE DRAWINGS SHALL BE OBTAINED FROM THE OWNER AT COST, AND ALL CHANGES AS NOTED ON THE RECORD SET OF PRINTS SHALL BE INCORPORATED THEREON. THIS SET OF REPRODUCIBLE, ALONG WITH ONE SET OF BLUEPRINTS, SHALL BE DELIVERED TO THE OWNER UPON COMPLETION AND BEFORE FINAL ACCEPTANCE OF THE PROJECT. 1.07 GUARANTEE THE CONTRACTOR SHALL LEAVE THE ENTIRE INSTALLATION IN COMPLETE WORKING ORDER FREE FROM ANY DEFECTIVE MATERIAL, WORKMANSHIP OR FINISH. THEY SHALL GUARANTEE TO REPAIR OR REPLACE, WITHOUT CHARGE, DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF FILING OF THE NOTICE OF COMPLETION. 1.08 OPERATION MANUALS AND OWNER INSTRUCTIONS A. PROVIDE COMPLETE OPERATION AND MAINTENANCE MANUALS COVERING ALL PLUMBING SYSTEMS AND EQUIPMENT THAT HAVE BEEN INSTALLED. THREE (3) COPIES OF THE MANUAL SHALL BE BOUND IN HARDBACK BINDERS. B. PROVIDE INSTRUCTIONS TO OWNER AS TO OPERATION OF ALL EQUIPMENT. INSTRUCTION PERIOD TO COMMENCE FOR MINIMUM OF (2) HOURS AND SHALL BE SCHEDULED AT OWNER'S CONVENIENCE. 1.09 CUTTING AND PATCHING A. THE CONTRACTOR SHALL DO ALL CUTTING, DRILLING AND PATCHING WHICH MAY BE REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SECTION OF THE SPECIFICATIONS. B. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL, AND FINISH AND SHALL MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE OWNER. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNER. 2.00 - MATERIALS - PIPING BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH THE LOCAL AUTHORITY HAVING JURISDICTION. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. A. INTERIOR UNDERGROUND SANITARY AND WASTE PIPING: SERVICE WEIGHT CAST IRON NO-HUB C.I. PIPE AND FITTINGS, COMPLYING WITH CISPI STANDARDS, OR ABS DWV SCH40 IF ALLOWED BY THE LOCAL AUTHORITY HAVING JURISDICTION. B. INTERIOR DOMESTIC WATER PIPING ABOVE GROUND: 3" AND SMALLER - TYPE L HARD TEMPERED COPPER WITH SOLDER END FITTINGS. 95-5 TIN AND ANTIMONY SOLDER JOINTING (LEAD-FREE). C. DOMESTIC WATER PIPING BELOW GROUND: TYPE K COPPER PIPE SHALL BE USED. WHEN PIPING IS INSTALLED WITHIN A BUILDING AND UNDER A CONCRETE SLAB, IT SHALL BE INSTALLED WITHOUT JOINTS. WHEN JOINTS ARE UNAVOIDABLE, THEY SHALL BE BRAZED. a. PROTECTIVE PIPE COVERING SHALL BE FACTORY OR FIELD APPLIED ACCORDINGLY TO MANUFACTURERS WRITTEN INSTRUCTIONS. b. 2 ½'' OR LARGER: PRODUCTS SHALL BE POLYKEN NO. 1027 PRIMER AND POLYKEN NO. 910 TAPE COATING, 10 MIL, MINIMUM 1'' OVERLAP REQUIRED. c. 2'' AND SMALLER: PRODUCTS SHALL BE 10 MIL PLASTIC SLEEVE PROTECTOR. D. PLASTIC PIPE, PLASTIC PIPE FITTINGS, AND COMPONENTS OTHER THAN THOSE FOR GAS SHALL COMPLY WITH NSF 14. CAST-IRON SOIL PIPE AND HUBLESS COUPLINGS SHALL BE THIRD PARTY CERTIFIED IN ACCORDANCE WITH ASTM C1277 AND CISPI 310. 2.01 PIPE FLASHING 4 LBS. LEAD WITH COUNTERFLASHING RING BY GLENCO, STONEMAN ENGINEERING OR APPROVED EQUAL. CONTRACTOR SHALL VERIFY COMPATIBILITY WITH ROOFING MATERIALS. 2.02 VALVES A. BALL VALVES: NIBCO 580-70 OR EQUAL, 3'' AND SMALLER. 2.03 PLUMBING FIXTURES AND TRIM: A. PLUMBING FIXTURES TO BE FURNISHED AND INSTALLED UNDER THIS CONTRACT. SEE PLUMBING FIXTURE SCHEDULE. B. ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. DUAL-FLUSH WATER CLOSETS SHALL HAVE EFFECTIVE VOLUME FLUSH NOT TO EXCEED 1.28 GPF. IT'S THE AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. C. WALL MOUNT URINALS SHALL NOT EXCEED 0.125 GALLONS PER FLUSH. 2.04 PIPE HANGERS AND SUPPORTS A. SUPERSTRUT, GRINNELL, OR APPROVED EQUAL. B. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. C. PIPE HANGERS SHALL HAVE NON-METALLIC FELT OR ELASTOMERIC LINER OR WRAP APPLIED TO THE PIPE FOR ELECTROLYTIC PROTECTION WHERE HANGERS AND SUPPORTS ARE USED TO SUPPORT COPPER TUBING OR PIPE. THE LINER OR WRAP SHALL BE DESIGNED TO ALLOW EXPANSION OR CONTRACTION OF THE PIPING. 2.05 PIPE SLEEVES A. SHALL BE PROVIDED TO PROTECT ALL PIPING THROUGH CONCRETE AND MASONRY WALLS.ANNULAR SPACES BETWEEN SLEEVES AND PIPES SHALL BE FILLED OR CAULKED IN AN APPROVED ANNULAR SPACES BETWEEN SLEEVES AND PIPES IN FIRE- RESISTANCE-RATED ASSEMBLIES SHALL BE FILLED OR TIGHTLY CAULKED IN ACCORDANCE WITH THE BUILDING CODE. ALL UNDERSLAB CAST IRON PIPING SHALL BE COVERED WITH POLYETHYLENE SLEEVE (POLYWRAP) AND CONTRACTOR MUST FOLLOW MANUFACTURER'S MANUAL FOR PROPER INSTALLATION. B. OPENINGS INTO A DRAINAGE OR VENT SYSTEM, EXCEPTING THOSE OPENINGS TO WHICH PLUMBING FIXTURES ARE PROPERLY CONNECTED OR WHICH CONSTITUTE VENT TERMINALS, SHALL BE PERMANENTLY PLUGGED OR CAPPED IN AN APPROVED MANNER, USING THE APPROPRIATE MATERIALS. C. PIPING PASSING UNDER OR THROUGH WALLS SHALL BE PROTECTED FROM BREAKAGE. VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS ON THE GROUND SHALL BE SEALED. SLEEVES SHALL BE PROVIDED TO PROTECT PIPING THROUGH CONCRETE NO MASONRY WALLS, AND CONCRETE FLOORS. NO PLUMBING PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY. IN EXTERIOR WALLS, ANNULAR SPACE BETWEEN SLEEVES AND PIPES SHALL BE SEALED AND MADE WATERTIGHT. 2.06 TEMPERATURE AND PRESSURE RELIEF VALVE TEMPERATURE & PRESSURE RELIEF VALVE SHALL DISCHARGE FULL LINE SIZE TO AN APPROVED WASTE RECEPTOR THROUGH AN AIR GAP AS INDICATED ON PLANS OR 6'' MINIMUM, 12'' MAXIMUM. 2.07 SCALD GUARD PROTECTION PROVIDE AND INSTALL LAVATORY SCALD PROTECTION FOR WASTE PIPING AND HOT WATER PIPING IN COMPLIANCE WITH ASME A112.18.9 . 2.08 DOMESTIC PIPING INSULATION A. PROVIDE AND INSTALL "INSULATION PROTECTION SHIELD" FOR PIPING WITH FOAM OR FIBERGLASS INSULATION. B. INSULATE ALL HOT WATER PIPING. THE INSULATION FOR HOT WATER PIPING SHALL HAVE A MINIMUM WALL THICKNESS OF NOT LESS THAN 1" FOR A PIPE UP TO 1" DIAMETER, 1.25" FOR 1-1/4" PIPE, 1.5" FOR 1-1/2" PIPE, 2" FOR 2" PIPE OR MORE IN DIAMETER. THE FIRST EIGHT FEET OF HOT AND COLD OUTLET PIPING, INCLUDING PIPING BETWEEN STORAGE TANK AND A HEAT TRAP, FOR A NON-RECIRCULATING STORAGE SYSTEM. C. PROVIDE AND INSTALL SCALD GUARD PROTECTION/INSULATION UNDER SINKS WITH EXPOSED P-TRAPS AND HOT WATER SUPPLIES. D. ABS PIPING EXPOSED TO SUNLIGHT THAT IS PROTECTED BY WATER BASED SYNTHETIC LATEX PAINTS. PVC PIPING SHALL NOT BE EXPOSED TO DIRECT SUNLIGHT. PVC PIPING EXPOSED TO SUNLIGHT THAT IS PROTECTED BY WATER BASED SYNTHETIC LATEX PAINTS. PVC PIPING WRAPPED WITH NOT LESS THAN 0.04 INCH THICK TAPE OR OTHERWISE PROTECTED FROM UV DEGRADATION. E. PIPING SUBJECT TO OPERATION AT TEMPERATURES THAT WILL FORM CONDENSATION ON THE EXTERIOR OF THE PIPE SHALL BE THERMALLY INSULATED. F. PLASTIC PIPES IN PLENUM SPACES SHALL BE INSULATED WITH APPROVED FIRE BARRIER PLENUM WRAP. FIRE WRAP SHALL HAVE FLAME SPREAD RATING OF 25 OR LESS AND SMOKE DEVELOPED RATING OF 50 OR LESS IN ACCORDANCE WITH ASTM E 84. G. JACKETING SHALL BE REQUIRED ON ALL PIPING INSULATION UNLESS NOTED OTHERWISE IN THE PROJECT DOCUMENTATION. JACKET SHALL BE ALUMINUM OR STAINLESS STEEL MILL FINISH INSTALLED WITH END AND LONGITUDINAL LAP JOINTS CONFIGURED TO SHED WATER. JACKET SHALL BE HELD IN PLACE BY A CONTINUOUS FRICTION TYPE JOINT. PROVIDING A POSITIVE WEATHER PROOF SEAL LOCK OVER THE ENTIRE LENGTH. FINISH CIRCUMFERENTIAL JOINTS WITH A PREFABRICATED ALUMINUM OR STAINLESS STEEL BANDING STRAP. 2.09 CLEANOUT A. ACCESSIBLE CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE STACK ANDRAINWATER LEADERS. ADDITIONAL CLEANOUT SHALL BE PROVIDED IN A DRAINAGE LINE FOR EACH HORIZONTAL CHANGE OF DIRECTION EXCEEDING 135 DEGREES. CLEANOUT MUST BE PROVIDED ON A HORIZONTAL DRAIN LINE EXCEEDING 5FT OR MORE IN LENGTH SERVING SINKS OR URINALS. AN APPROVED TYPE OF 2-WAY CLEANOUT FITTING SHALL BE INSTALLED OUTSIDE OF A BUILDING AT THE LOWER END OF A BUILDING DRAIN AND EXTENDED TO GRADE. CLEANOUT SHALL HAVE A CLEARANCE OF NOT LESS THAN 24'' BY 24'' IN FRONT OF THE CLEANOUT. CLEANOUT SHALL BE PROVIDED FOR PRESSURE DRAINAGE SYSTEMS. 2.10 TRENCHING A. TRENCHES DEEPER THAN THE FOOTING OF A BUILDING OR STRUCTURE, AND PARALLELING THE SAME, SHALL BE LOCATED NOT LESS THAN 45 DEGREES FROM THE BOTTOM EXTERIOR EDGE OF THE FOOTING. 3.00 - INSTALLATION AND EXECUTION 3.01 GENERAL A. CAST-IRON HUBLESS WITH STAINLESS STEEL SHIELDED COUPLING SHALL BE SUPPORTED HORIZONTALLY AT EVERY OTHER JOINT, UNLESS OVER 4 FEET, THEN SUPPORT EACH JOINT ADJACENT TO JOINT, NOT TO EXCEED 18'', BRACE AT NOT MORE THAN 40FT INTERVALS, SUPPORT AT EACH HORIZONTAL BRANCH CONNECTION. HANGERS SHALL NOT BE PLACED ON THE COUPLING. SUPPORT VERTICAL PIPES AT THE BASE AND EACH FLOOR NOT TO EXCEED 15FT. HANGERS AND SUPPORTS FOR ALL PIPING SHALL COMPLY WITH THE LATEST STATE PLUMBING CODE. 3.02 SPECIAL REQUIREMENTS, RESPONSIBILITIES AND TESTING A. INSTALL PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY BENDS, TO CONFORM WITH BUILDING REQUIREMENTS. PIPE TO BE FREE OF DEFECTS, AND INSTALLED TO AVOID ANY POSSIBLE GALVANIC ACTION BY ISOLATING DISSIMILAR METALS. B. TEST AND RECORD AVAILABLE DOMESTIC WATER PRESSURE IN STATIC AND DYNAMIC CONDITIONS FOR DYNAMIC TESTING RECORD PRESSURE AND FLOW RATE IN GALLONS PER MINUTE. TRANSMIT THIS INFORMATION TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. C. PROVIDE ALL TESTS SPECIFIED HEREINAFTER AND AS OTHERWISE REQUIRED. PROVIDE ALL TEST EQUIPMENT, INCLUDING TEST PUMPS, GAUGES, INSTRUMENTS AND OTHER EQUIPMENT REQUIRED. PRESSURE GAUGES USED SHALL BE GRADUATED IN INCREMENTS NOT GREATER THAN 5 POUNDS PER SQUARE INCH.. NO PLUMBING OR DRAINAGE SYSTEM OR PART THEREOF SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNLESS IT HAS BEEN SPECIFIED. CONDUCT ALL TESTS IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, AND OBTAIN THE NECESSARY JURISDICTIONAL AUTHORITY INSPECTION D. APPLY A WATER TEST TO THE WASTE, AND VENT SYSTEMS WHETHER IN ITS ENTIRETY OR IN SECTIONS; IF APPLIED TO THE ENTIRE SYSTEM, TIGHTLY CLOSE ALL OPENINGS IN THE PIPING EXCEPT THE HIGHEST OPENING, AND FILL THE SYSTEM WITH WATER TO THE POINT OF OVERFLOW. IF THE SYSTEM IS TESTED IN SECTIONS, TIGHTLY PLUG EACH OPENING EXCEPT FOR THE HIGHEST OPENING OF THE SECTION UNDER TEST, AND FILL EACH SECTION WITH WATER, BUT TEST WITH NO LESS THAN A 10' HEAD OF WATER. IN TESTING SUCCESSIVE SECTIONS, TEST AT LEAST THE UPPER 10' OF THE NEXT PRECEDING SECTION SO THAT NO JOINT OR PIPE IN THE BUILDING (EXCEPT THE UPPERMOST 10' OF THE SYSTEM) SHALL HAVE BEEN SUBMITTED TO A TEST OF LESS THAN A 10' HEAD OF WATER. KEEP WATER IN THE SYSTEM OR IN THE PORTION UNDER TEST FOR AT LEAST 24 HOURS BEFORE INSPECTION STARTS, WITH THE SYSTEM TIGHT AT ALL POINTS. E. DOMESTIC WATER SYSTEM SHALL BE TESTED AND PROVED TIGHT UNDER A PRESSURE OF NOT LESS THAN 120 PSI. PIPING MUST STAND THE TEST FOR A PERIOD OF 24 HOURS WITHOUT LEAKING.CHLORINATION OF THE DOMESTIC COLD AND HOT WATER PIPING SYSTEMS IN ACCORDANCE WITH STANDARD TESTING PROCEDURES AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. TESTING BY A FIRM SUCH AS BENNET-MARINE OR EQUAL. SUBMIT CERTIFICATE OF SATISFACTORY TEST RESULTS. F. UPON COMPLETION OF TESTING, CERTIFY TO THE ARCHITECT, IN WRITING THAT THE SPECIFIED TESTS HAVE BEEN PERFORMED AND THAT THE INSTALLATION COMPLIES WITH THE SPECIFIED REQUIREMENTS. G. NO PLUMBING OR DRAINAGE SYSTEM, BUILDING SEWER, PRIVATE SEWER DISPOSAL SYSTEM, OR PART THEREOF, SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND ACCEPTED. H. WHERE PIPES ARE INSTALLED IN CEILINGS ABOVE SUCH AREAS, THE CEILING SHALL BE OF THE REMOVABLE TYPE, OR SHALL BE PROVIDED WITH ACCESS PANELS IN ORDER TO FORM A READY ACCESS FOR INSPECTION OF PIPING. I. ALL PIPING SHALL BE VIBRATION ISOLATED FROM THE STRUCTURE. J. PIPING CONNECTIONS SHALL NOT BE SUBJECT TO UNDUE STRAINS OR STRESSES AND PROVISIONS SHALL BE MADE FOR EXPANSION, CONTRACTION AND STRUCTURAL SETTLEMENT TO PREVENT SEPARATION OF THE JOINT OR PHYSICAL DAMAGE. AN APPROVED EXPANSION OR FLEXIBLE PIPE FITTINGS SHALL BE PROVIDED AND ACCESSIBLE. K. WHERE LOCAL CONDITIONS INCLUDE EARTHQUAKE, TORNADO, UNSTABLE GROUND, OR FLOOD HAZARDS, SPECIAL CONSIDERATION SHALL BE PROVIDED TO INCREASE STRENGTH AND FLEXIBILITY OF PIPING SUPPORTS AND CONNECTIONS. 3.03 PIPING INSTALLATION A. MAKE CHANGES IN SIZE OF PIPE WITH REDUCING FITTINGS; BUSHINGS WILL NOT BE PERMITTED EXCEPT FOR BELL SHAPED COPPER BUSHINGS. B. INSTALL DIELECTRIC INSULATING UNIONS IN WATER PIPING BETWEEN COPPER PIPING AND FERROUS PIPING OR EQUIPMENT - EPCO, OR EQUAL. C. INSTALL EXPOSED POLISHED CHROME CONNECTIONS FROM FIXTURES OR EQUIPMENT WITH SPECIAL CARE. SHOW NO TOOL MARKS OR THREADS AT FITTINGS. D. CAP OPENINGS IN PIPING DURING CONSTRUCTION. E. PROVIDE 85% RED BRASS PIPE IPS, IN CONNECTION TO FAUCETS, FLUSH VALVES, HOSE BIBBS OR SIMILAR ITEMS REQUIRING RIGID PIPING. EXTEND BRASS PIPE FROM FIXTURE TO POINT WHERE PIPING CAN BE SECURELY FASTENED TO BUILDING CONSTRUCTION. ALL EXPOSED PIPING AND STOP VALVES IN CONNECTION TO FIXTURES SHALL BE CHROME PLATED BRASS. F. INSTALL UNIONS ADJACENT TO VALVES AND WHERE NECESSARY TO FACILITATE DISASSEMBLY OF PIPING. G. ESCUTCHEONS: FIT EXPOSED PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS WITH ESCUTCHEONS. MANUFACTURE SPECIAL SIZES OF ESCUTCHEONS FROM STEEL AND PRIME COAT CUT IN ROUND, RECTANGULAR OR SQUARE SPACE TO PROVIDE A CLEAN APPEARANCE ACCEPTABLE TO THE ARCHITECT. A. SUPPORT PIPING INDEPENDENTLY OF EQUIPMENT TO WHICH IT IS CONNECTED. B. MAKE COPPER SOLDER JOINTS WITH 95/5 SOLDER, OR SILFOS; CLEAN SURFACES TO BE JOINED FREE OF OIL, GREASE, RUST OR OXIDES AND APPLY FLUX TO EACH JOINT BEFORE HEATING ASSEMBLY. C. ROUGH-IN AND MAKE FINAL CONNECTIONS TO ALL OTHER EQUIPMENT FURNISHED UNDER OTHER DIVISIONS, REQUIRING PLUMBING CONNECTIONS. D. ALL PIPING SHALL BE VIBRATION ISOLATED FROM THE STRUCTURE. E. NO WATER SUPPLY SYSTEM OR PORTION THEREOF SHALL BE COVERED OR CONCEALED UNTIL IT FIRST HAS BEEN TESTED, INSPECTED, AND APPROVED. 3.04 SUBSTITUTIONS A. ONE OR MORE MAKES OF MATERIALS AND METHODS MAY HAVE BEEN SPECIFIED TO ESTABLISH THE STANDARD OF QUALITY, WORKMANSHIP, FINISH AND DESIGN REQUIRED, BUT OTHER MATERIALS OR METHODS EQUAL OR BETTER IN QUALITY, WORKMANSHIP, FINISH, DESIGN, AND GUARANTEED PERFORMANCE, MAY BE SUBMITTED FOR REVIEW AND APPROVAL AS SUBSTITUTION. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND APPROVAL BY ARCHITECT, ENGINEER, AND OWNER. B. SUBSTITUTIONS SHALL BE REQUESTED IN A WRITTEN FORM AND SHALL BE ACCOMPANIED WITH A SIGNED STATEMENT THAT PROPOSED SUBSTITUTION IS EQUAL, OR BETTER THAN SPECIFIED. ADDITIONAL DOCUMENTATION TO SUBSTANTIATED PROPOSED SUBSTITUTION MAY BE REQUIRED BY OWNER, ARCHITECT, AND ENGINEER. CONTRACTOR SHALL SUBMIT AS DIRECTED. C. CONTRACTOR SHALL ACCOMPANY REQUEST FOR SUBSTITUTION LETTER WITH A COMPLETED SUBSTITUTION FORM INCLUDE THE COMPARISON FOR FOLLOWING: a. PERFORMANCE DATA b. DIMENSIONS c. COSTS AND DELIVERY SCHEDULE d. LISTED AND APPROVED D. A WRITTEN SIGNED STATEMENT FROM THE GENERAL CONTRACTOR SHALL ACCOMPANY SUBSTITUTION REQUEST FORM ASSURING THAT: a. DIMENSIONS HAVE BEEN VERIFIED WITH PROJECT CONDITIONS AND HAS COORDINATED WITH OTHER SUBSTITUTION DOES NOT AFFECT DIMENSIONS SHOWN ON DRAWINGS. b. THEY SHALL PAY AND BURDEN THE COSTS FOR CHANGES TO THE PROJECT INCLUDING REDESIGN, REENGINEERING AND REVIEW OF SUBSTITUTION. ONLY ONE ENGINEERING REVIEW TIME IS ALLOWED FOR EACH PRODUCT SUBSTITUTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REVIEW TIME AND SHALL PAY ARCHITECT AND ENGINEER'S TIME AT THEIR PROFESSIONAL RATE SCHEDULE. c. THEY HAVE CONFIRMED THAT THE PROPOSED SUBSTITUTION WILL HAVE NO ADVERSE AFFECT ON OTHER TRADES, THE CONSTRUCTION SCHEDULE, OR SPECIFIED WARRANTY REQUIREMENTS. d. THEY HAVE CONFIRMED THAT MAINTENANCE AND SERVICE PARTS WILL BE LOCALLY AVAILABLE FOR THE PROPOSED SUBSTITUTION. COST SAVINGS RESULTING FROM SUBSTITUTION SHALL BE RETURNED TO THE CONTRACT OR THE OWNER IF THE SUBSTITUTION IS PERMITTED. E. NO WORK INVOLVING MATERIALS SUBMITTED FOR SUBSTITUTION SHALL PROCEED UNTIL WRITTEN ACCEPTANCE IS RECEIVED FROM THE OWNER. THE OWNER IS THE FINAL JUDGE OF ACCEPTABILITY OF PREFERRED SUBSTITUTIONS. 3.05 COORDINATION A. COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH-IN AND CONNECTION FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE PLUMBING CONNECTIONS. INFORM CONTRACTORS OF OTHER TRADES OF THE REQUIRED ACCESS TO AND CLEARANCES AROUND EQUIPMENT TO MAINTAIN SERVICE ABILITY AND CODE COMPLIANCE. B. VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION. CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK. REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. CHANGES OR ADDITIONS, SUBJECT TO ADDITIONAL COMPENSATION, WHICH ARE MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED PRICE, SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE. 3.06 MARKING AND IDENTIFICATION ALL DOMESTIC COLD WATER, HOT WATER, SANITARY SEWER, SANITARY VENT, CONDENSATE DRAIN, AND NATURAL GAS PIPING SHALL HAVE VISIBLE PERMANENT LABELS AT EVERY 20 FEET, THE DIRECTION OF NORMAL FLOW SHALL BE CLEARLY SHOWN, AT LEAST ONCE PER ROOM, AND SHALL BE VISIBLE FROM THE FLOOR LEVEL. THE MINIMUM SIZE OF THE LETTERS SHOWN ON TABLE 6-1 BELOW. VALVES SHALL BE LABELED WITH STENCILED OR STAMPED METAL TAGS BEARING THE NAME OF THE SYSTEM THEY CARRY.TABLE 6-1 PIPE SIZE (INCHES) SIZE OF LETTER (INCHES) 1/2 - 1 1/4 1/2 1 1/2 - 2 3/4 1.00 - GENERAL 1.01 DESCRIPTION OF WORK FURNISH AND INSTALL COMPLETE AND OPERATIONAL HVAC SYSTEM AS SHOWN ON THE DRAWING AND SPECIFIED HEREIN. WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. POWER VENTILATORS. B. AIR DISTRIBUTION METAL DUCTS. C. HANGERS AND SUPPORTS FOR DUCTWORK, PIPING AND HVAC EQUIPMENT. D. SEISMIC RESTRAINTS AND BRACING. E. AUTOMATIC TEMPERATURE CONTROL SYSTEM. 1.02 EXAMINATION OF SITE VISIT SITE BEFORE SUBMITTING BID AND CHECK LOCATION OF ALL EXISTING CONDITIONS WHICH WILL AFFECT THIS WORK, VERIFY DIMENSIONS AND LOCATIONS SHOWN ON DRAWINGS AND COVER ALL COSTS. CONTRACTOR SHALL ASSUME REASONABLE VARIATIONS OR MINOR OMISSIONS AND SHALL COMPLETED PROPOSED WORK WITHOUT ADDITIONAL COST. FAILURE TO VISIT SITE WILL NOT LESSEN RESPONSIBILITY OR ENTITLE ADDITIONAL COMPENSATION FOR WORK NOT INCLUDED IN PROPOSAL. 1.03 DRAWINGS THE ACCOMPANYING DRAWINGS SHALL BE CONSIDERED PART OF THESE SPECIFICATIONS. WORK AND MATERIALS SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS AND VICE VERSA SHALL BE EXECUTED AS IF SPECIFICALLY MENTIONED OR SHOWN IN BOTH. THE DRAWINGS SHALL BE CONSIDERED AS SCHEMATIC IN NATURE AND MINOR MODIFICATIONS OF THE WORK TO COMPLY WITH THE STRUCTURE AS FOUND SHALL BE MADE. 1.04 RULES AND REGULATIONS A. ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE STATE FIRE MARSHAL AND OTHER APPLICABLE STATE AND LOCAL RULES AND REGULATIONS. B. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. C. FURNISH WITHOUT ANY EXTRA CHARGE ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED TO COMPLY WITH THESE LAWS, ORDINANCES AND CODES REGARDLESS OF WHETHER SHOWN OR MENTIONED IN THESE SPECIFICATIONS OF DRAWINGS. 1.05 SUBMITTALS A. SUBMIT FOR REVIEW A COMPLETE AND ALL-INCLUSIVE LIST OF EQUIPMENT AND MATERIALS PROPOSED FOR USE; (1) SOFT COPY, ACCOMPANIED BY MANUFACTURER'S DATA SHEETS. DATA SHALL BE FORWARDED IN A SINGLE PACKAGE WITHIN 15 DAYS AFTER AWARD OF CONTRACT. SUBMIT PORTABLE DOCUMENT FORMAT (PDF) AND ONE REPRODUCIBLE SHOP DRAWING SHOWING PROPOSED DUCTWORK INSTALLATION. INCLUDE SIZES, LOCATIONS AND OTHER REQUIRED INFORMATION TO COORDINATE INSTALLATION WITH OTHER TRADES. B. WITHIN 5 DAYS AFTER AWARD OF CONTRACT, SUBMIT PDF & A COPY OF A LETTER STATING ANY MATERIALS THAT CONTRACTOR WISHES TO SUBSTITUTE, TO THE OWNER FOR APPROVAL. INCLUDE SUCH INFORMATION AS MANUFACTURER'S NAME, TYPE OF MATERIAL, CERTIFIED RATINGS, OVERALL APPEARANCE, AND NECESSARY INFORMATION TO EXPLAIN FUNCTION AND OPERATION OF MATERIAL. ALL PROPOSED SUBSTITUTIONS SHALL BE EQUAL IN QUALITY, DESIGN, UTILITY AND APPEARANCE TO MATERIAL, EQUIPMENT OR METHOD SPECIFIED. 1.06 AS-BUILT DRAWINGS A. SET OF HVAC PRINTS OR ACCESS TO A PRINT SHOP/PDFS WILL BE FURNISHED TO THE CONTRACTOR ON WHICH HE/SHE SHALL INDICATE THE INSTALLATION "AS-BUILT" AS THE WORK PROGRESSES. UPON COMPLETION OF THE WORK, A SET OF REPRODUCIBLE DRAWINGS SHALL BE OBTAINED FROM THE OWNER AT COST, AND ALL CHANGES AS NOTED ON THE RECORD SET OF PRINTS SHALL BE INCORPORATED THEREON. THIS SET OF REPRODUCIBLES, ALONG WITH ONE SET OF PDF'S, SHALL BE DELIVERED TO THE OWNER UPON COMPLETION AND BEFORE FINAL ACCEPTANCE OF THE PROJECT. 1.07 GUARANTEE THE CONTRACTOR SHALL LEAVE THE ENTIRE INSTALLATION IN COMPLETE WORKING ORDER FREE FROM ANY DEFECTIVE MATERIAL, WORKMANSHIP OR HE SHALL GUARANTEE TO REPAIR OR REPLACE, WITHOUT CHARGE, DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF FILING OF THE NOTICE OF COMPLETION. 1.08 OPERATION MANUALS AND OWNER INSTRUCTIONS A. PROVIDE COMPLETE OPERATION AND MAINTENANCE MANUALS COVERING ALL MECHANICAL SYSTEMS AND EQUIPMENT THAT HAVE BEEN INSTALLED. A HARD COPY & SOFT COPY OF THE MANUAL SHALL BE PROVIDED TO AN OWNER. B. PROVIDE INSTRUCTIONS TO STORE PERSONNEL AS TO OPERATION OF ALL HVAC EQUIPMENT AND THERMOSTATS. INSTRUCTION PERIOD TO COMMENCE FOR MINIMUM OF (2) HOURS AND SHALL BE SCHEDULED AT OWNER'S CONVENIENCE. ALSO, PROVIDE STORE MANAGER WITH OPERATION MANUAL. 1.09 CUTTING AND PATCHING A. CONTRACTOR SHALL DO ALL CUTTING, DRILLING AND PATCHING WHICH MAY BE REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SECTION OF THE SPECIFICATIONS. B. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL, AND FINISH AND SHALL MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE OWNER. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNER. 2.00 - EQUIPMENT 2.01 GENERAL EXHAUST FAN (ROOF-MOUNTED UPBLAST) A. FURNISH AND INSTALL EXHAUST FAN(S) AS SPECIFIED ON THE DRAWINGS AND IN EQUIPMENT SCHEDULES. B. GENERAL DESCRIPTION: a. UPBLAST FAN SHALL BE FOR ROOF MOUNTED APPLICATIONS b. EACH FAN SHALL BEAR A PERMANENTLY AFFIXED MANUFACTURER'S ENGRAVED METAL NAMEPLATE CONTAINING THE MODEL NUMBER AND INDIVIDUAL SERIAL NUMBER. C. WHEEL: a. CONSTRUCTED OF ALUMINUM b. NON-OVERLOADING, BACKWARD INCLINED CENTRIFUGAL c. STATICALLY AND DYNAMICALLY BALANCED IN ACCORDANCE WITH AMCA STANDARD 204-05 d. THE WHEEL CONE AND FAN INLET WILL BE MATCHED AND SHALL HAVE PRECISE RUNNING TOLERANCES FOR MAXIMUM PERFORMANCE AND OPERATING EFFICIENCY. D. MOTORS: a. AC INDUCTION MOTOR b. MOTOR ENCLOSURE: TOTALLY ENCLOSED FAN COOLED c. MOTORS ARE PERMANENTLY LUBRICATED, HEAVY DUTY BALL BEARING TYPE TO MATCH WITH THE FAN LOAD AND FURNISHED AT THE SPECIFIC VOLTAGE AND PHASE FOR FAN SIZES 90 AND LARGER. FAN SIZES 60-80 USE SLEEVE BEARING. d. MOUNTED ON VIBRATION ISOLATORS, OUT OF AIRSTREAM e. FOR MOTOR COOLING THERE SHALL BE FRESH AIR DRAWN INTO THE MOTOR COMPARTMENT THROUGH AN AREA FREE OF DISCHARGE CONTAMINANTS f. ACCESSIBLE FOR MAINTENANCE E. HOUSING: a. MOTOR COVER, SHROUD, CURB CAP, AND LOWER WINDBAND SHALL BE CONSTRUCTED OF HEAVY GAUGE ALUMINUM b. SHROUD SHALL HAVE AN INTEGRAL ROLLED BEAD FOR EXTRA STRENGTH c. SHROUD SHALL BE DRAWN FROM A DISC AND DIRECT AIR DOWNWARD d. LOWER WINDBAND SHALL HAVE A FORMED EDGE FOR ADDED STRENGTH e. MOTOR COVER SHALL BE DRAWN FROM A DISC f. ALL HOUSING COMPONENTS SHALL HAVE FINAL THICKNESS EQUAL TO OR GREATER THAN PREFORMED THICKNESS g. CURB CAP SHALL HAVE PRE-PUNCHED MOUNTING HOLES TO ENSURE CORRECT ATTACHMENT h. RIGID INTERNAL SUPPORT STRUCTURE i. LEAK PROOF F. HOUSING SUPPORTS AND DRIVE FRAME: a. DRIVE FRAME ASSEMBLIES SHALL BE CONSTRUCTED OF HEAVY GAUGE STEEL AND MOUNTED ON VIBRATION ISOLATORS G. VIBRATION ISOLATION: a. RUBBER ISOLATORS b. SIZED TO MATCH THE WEIGHT OF EACH FAN H. DISCONNECT SWITCHES: a. NEMA RATED: 4 b. POSITIVE ELECTRICAL SHUT-OFF c. WIRED FROM FAN MOTOR TO JUNCTION BOX INSTALLED WITHIN MOTOR COMPARTMENT d. OPTIONS/ACCESSORIES: AS SPECIFIED IN EQUIPMENT SCHEDULES MECHANICAL SPECIFICATIONS H AINROFILACFOETATS REENIGNELANOISSEFORPDERETSIGERNo. 37151 EXP. 12-31-2026 BRIAN E .GRAHAM MEC LACINA ©2 0 2 5 M T N E n g i n e e r i n g . A l l R i g h t s R e s e r v e d . N o p a r t o f t h i s d o c u m e n t m a y b e re p r o d u c e d i n a n y f o r m o f b y a n y m e a n s w i t h o u t p e r m is s i o n f r o m M T N E n g i n e e r i n g . DESIGNED: BG LM BG MECHANICAL ENGINEER DRAWN: CHECKED: PORTOLA PARK SPLASH PAD X BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PRINCIPAL CIVIL ENGINEER PRINCIPAL CIVIL ENGINEER25-2401 NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY RCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF REVIEWED FOR CONSTRUCTABLITY: RCE NO.: BRIAN GRAHAM 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 Z: \ S h a r e d \ 0 2 - P r o j e c t s \ 2 0 2 5 P r o j e c t s \ 2 5 - 0 0 5 S a n t a An a P o r t o l a P a r k R e s t r o o m \ 0 2 - C A D F i l e s \ S a n t a A n a Po r t o l a P a r k R e s t r o o m s . r v t MECHANICAL/PLUMBING SPECIFICATIONS MP3.0 PS-25-2401 57 57 NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY 4RCE NO.: REVISIONS BENCHMARK DESCRIPTION REVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED:DRAWN:CHECKED: PRINCIPAL CIVIL ENGINEER RCE NO.: 3-17-26 SP1.1SPLASH PAD PLUMBING PLAN SHEET OF1 DJ JMAE NM No. M25446 SSIONALENGINEER EFORPDERETSIGER DOUG R.JONES MECHANICALSTATEOFCALIFORNIA EXP. 9-30-26 DOUG R. JONES 3-17-26 SEAN THOMAS JASON GABRIEL MECHANICAL ENGINEER PORTOLA PARK SPLASH PAD 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 PO R T O L A P A R K S P L A S H P A D BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALKPS- 2 5 - 2 4 0 1 100 EAST THOUSAND OAKS BOULEVARD, SUITE 211 THOUSAND OAKS, CALIFORNIA 91360 TEL 805.777.8449 PR O J E C T N O . 2 5 - 2 4 0 1 16 57 NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY 4RCE NO.: REVISIONS BENCHMARK DESCRIPTION REVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED:DRAWN:CHECKED: PRINCIPAL CIVIL ENGINEER RCE NO.: 3-17-26 SP1.2 DJ JMAE NM No. M25446 SSIONALENGINEER EFORPDERETSIGER DOUG R.JONES MECHANICALSTATEOFCALIFORNIA EXP. 9-30-26 DOUG R. JONES 3-17-26 SEAN THOMAS JASON GABRIEL MECHANICAL ENGINEER 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALKPS- 2 5 - 2 4 0 1 SHEET OF2 EQUIPMENT ROOM PLAN PORTOLA PARK SPLASH PAD 100 EAST THOUSAND OAKS BOULEVARD, SUITE 211 THOUSAND OAKS, CALIFORNIA 91360 TEL 805.777.8449 PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 17 57 NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY 4RCE NO.: REVISIONS BENCHMARK DESCRIPTION REVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED:DRAWN:CHECKED: PRINCIPAL CIVIL ENGINEER RCE NO.: 3-17-26 SP2.1 DJ JMAE NM No. M25446 SSIONALENGINEER EFORPDERETSIGER DOUG R.JONES MECHANICALSTATEOFCALIFORNIA EXP. 9-30-26 DOUG R. JONES 3-17-26 SEAN THOMAS JASON GABRIEL MECHANICAL ENGINEER 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALKPS- 2 5 - 2 4 0 1 SHEET OF3 PLUMBING DETAILS PORTOLA PARK SPLASH PAD 100 EAST THOUSAND OAKS BOULEVARD, SUITE 211 THOUSAND OAKS, CALIFORNIA 91360 TEL 805.777.8449 PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 18 57 NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY 4RCE NO.: REVISIONS BENCHMARK DESCRIPTION REVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED:DRAWN:CHECKED: PRINCIPAL CIVIL ENGINEER RCE NO.: 3-17-26 SP2.2 DJ JMAE NM No. M25446 SSIONALENGINEER EFORPDERETSIGER DOUG R.JONES MECHANICALSTATEOFCALIFORNIA EXP. 9-30-26 DOUG R. JONES 3-17-26 SEAN THOMAS JASON GABRIEL MECHANICAL ENGINEER 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALKPS- 2 5 - 2 4 0 1 SHEET OF4 PLUMBING DETAILS PORTOLA PARK SPLASH PAD 100 EAST THOUSAND OAKS BOULEVARD, SUITE 211 THOUSAND OAKS, CALIFORNIA 91360 TEL 805.777.8449 PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 19 57 FD FD L-102 0 30'15'60' Scale: 1" = 30'-0" N ACCESSIBLE ROUTE OF TRAVEL ·WALKWAYS TO BE A MINIMUM 48" WIDE. ·WALKWAYS AND RAMPS SHALL NOT EXCEED 2% CROSS SLOPE. ·RAMPS WITHOUT HANDRAIL SHALL NOT EXCEED 5% SLOPE IN THE DIRECTION OF TRAVEL. ·RAILING SHALL BE PROVIDED FOR ALL RAMPS GREATER THAN 5%. ·8.333% MAXIMUM GRADE ON RAMPS WITH RAILS. ·LANDING AT THE TOP OF RAMPS SHALL BE A MINIMUM OF 60" X 60" WITH LESS THAN 2% SLOPE IN ALL DIRECTIONS. ·INTERMEDIATE LANDINGS SHALL BE PROVIDED ON RAMPS AND SHALL BE A MINIMUM OF 60" IN LENGTH WITH LESS THAN 2% SLOPE IN ALL DIRECTIONS. ·LANDINGS SHALL BE PROVIDED AT THE BOTTOM OF RAMPS AND SHALL BE 72" IN LENGTH WITH LESS THAN 2% SLOPE IN ALL DIRECTIONS. ·RAMPS WITH TURNING PLATFORMS SHALL HAVE LANDINGS 72" IN LENGTH WITH LESS THAN 2% SLOPE IN ALL DIRECTIONS. ·CURB RAMPS SHALL HAVE A MINIMUM 4' LANDING AS WIDE AS THE RAMP AND WITH LESS THAN 2% SLOPE IN ALL DIRECTIONS. ·ALL SURFACES TO BE SLIP RESISTANT ·ALL ROUTES OUT OF TRAVEL TO MEET T-24 ACCESSIBILITY REQUIREMENTS REFER TO SHEET L-100 FOR GENERAL NOTES SPLASH PAD EQUIPMENT MAINTENANCE EXPANSION ACCESSIBLE SHOWER EXISTING PARKING LOT EXISTING LIGHT POLE TYP. EXISTING SIDEWALK ACCESSIBILITY PLAN EXISTING ACCESSIBLE PARKING NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: ES MM ES LANDSCAPE ARCHITECT DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 GARY VASQUEZ 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 EXISTING PLAYGROUND EXISTING BALLFIELD EXISTING RESIDENTIAL EXISTING RESTROOM BUILDING EXISTING FLAG POLE EXISTING SIDEWALK EXISTING BENCHES EXISTING PAVING EXISTING TREE TYP. EXISTING TREES TYP. EXISTING TREE TYP. EXISTING SIGN TYP. EXISTING WALL LIM I T O F WO R K LI M I T O F WO R K LIMIT O F WOR K FD FD KEY MAP N.T.S.PORTOLA AVEN EXISTING PARKING LOT 4' DRY ZONE EXISTING TREE TYP. 15 7 ' BE T W E E N RE S T R O O M E N T R A N C E AN D S P L A S H P A D 88 ' BE T W E E N RE S T R O O M EN T R A N C E A N D SP L A S H P A D SPLASH PAD 2 57 REFER TO SHEET L-100 FOR GENERAL NOTES CONSTRUCTION MATERIALS SCHEDULE NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: ES MM ES LANDSCAPE ARCHITECT DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 GARY VASQUEZ 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 CODE DESCRIPTION DETAIL MATERIAL/ MANUFACTURER/ SUPPLIER COLOR FINISH/TEXTURE NOTES CONCRETE PCC PEDESTRIAN PAVEMENT (4" THK.) TO MATCH EXISTING NATURAL GRAY MEDIUM BROOM W/244-100 PENETRATING SEALER BY W.R. MEADOWS (800) 342-5976 OR APPROVED EQUAL PROVIDE THICKENED EDGE PER PAVING DETAILS. IMPERVIOUS. PCC SPLASH PAD PAVEMENT (6" THK.) DAYTON SUPERIOR (877) 266-7732 OR APPROVED EQUAL NATURAL GRAY 05 TOPCAST FINISH W/ XYPEX ADMIX C-500 (604) 273-5265 OR APPROVED EQUAL IMPERVIOUS INTEGRAL COLOR PCC SPLASH PAD PAVEMENT (6" THK.) DAVIS COLORS (844) 341-4780 OR APPROVED EQUAL. DAYTON SUPERIOR (877) 266-7732 OR APPROVED EQUAL WILLOW GREEN 5376 05 TOPCAST FINISH W/XYPEX ADMIX C-500 (604) 273-5265 OR APPROVED EQUAL IMPERVIOUS INTEGRAL COLOR PCC SPLASH PAD PAVEMENT (6" THK.) DAVIS COLORS (844) 341-4780 OR APPROVED EQUAL. DAYTON SUPERIOR (877) 266-7732 OR APPROVED EQUAL PALOMINO 5447 05 TOPCAST FINISH W/XYPEX ADMIX C-500 (604) 273-5265 OR APPROVED EQUAL IMPERVIOUS PCC VEHICULAR PAVEMENT (6" THK.) TO MATCH EXISTING NATURAL GRAY MEDIUM BROOM W/244-100 PENETRATING SEALER BY W.R. MEADOWS (800) 342-5976 OR APPROVED EQUAL IMPERVIOUS P-101 P-10 P-103 P-10 P-10 CODE DESCRIPTION DETAIL MODEL NO. MATERIAL/MANFUACTURER /SUPPLIER COLOR FINISH/TEXTURE CONSTRUCTION, INSTALLATION NOTE SITE BUILDING RESTROOM AND SPLASH PAD MAINTENANCE BUILDING EXPANSION --SEE ARCHITECTURAL DRAWINGS -SEE ARCHITECTURAL DRAWINGS CANTILEVER SINGLE POLE PYRAMID FABRIC SHADE STRUCTURE CANTILEVER SINGLE POLE PYRAMID - 10` X 10` X 10` CLR.SKYWAYS/COAST RECREATION, TAYLOR SMITH (909) 767-0201 OR APPROVED EQUAL POST: LAGOON ; FABRIC: PEACOCK -INSTALL PER MANUFACTURER`S DRAWINGS. PROVIDE FULL ENGINEERED DRAWINGS FROM MANUFACTURER TO COMPLETE DEFERRED SUBMITTAL. PROVIDE STRUCTURAL CALCULATIONS FOR FOOTING DESIGN. JOINED HYPAR SAILS FABRIC SHADE STRUCTURE JOINED HYPAR SAILS W/ 7 COLUMNS W/ 2 HDPE TOPS SKYWAYS/COAST RECREATION, TAYLOR SMITH (909) 767-0201 OR APPROVED EQUAL POST: LAGOON ; FABRIC: PEACOCK -INSTALL PER MANUFACTURER`S DRAWINGS. PROVIDE FULL ENGINEERED DRAWINGS FROM MANUFACTURER TO COMPLETE DEFERRED SUBMITTAL. PROVIDE STRUCTURAL CALCULATIONS FOR FOOTING DESIGN. SB-101 SB-10 SB-103 CODE DESCRIPTION DETAIL MATERIAL/MANUFACTURER/SUPP LIER MODEL NO.COLOR FINISH/ TEXTURE NOTES METAL FENCE STEEL COLD ROLLED FENCE ( 6' HT.) 1/L-620 COLD ROLLED CARBON STEEL -BLACK TWO (2) COATS OF RUSTOLEUM (OR EQUAL) PRIMER AND TWO (2) COATS OF LOW-GLOSS BLACK PAINT IN-GROUND. INSTALL PER MANUFACTURER`S INSTRUCTIONS. COORDINATE ALL FOOTING LOCATIONS W/ SPLASH PAD SUPPLY LINES. CONTRACTOR TO PROVIDE SHOP DRAWINGS INCLUDING CURVED/ROLLED SECTIONS. F-101 CODE DESCRIPTION DETAIL MATERIAL/MANUFACTURER/SUPP LIER COLOR FINISH/TEXTURE LATCH TYPE HINGE TYPE NOTES METAL GATE DOUBLE GATE (8' WIDE X 6' HT.) AMERISTAR (888)-333-3422 OR APPROVED EQUAL; 6` HT. DOUBLE GATE (8` WIDE), MONTAGE II MAGESTIC BLACK W/ BLACK GATE LOCK TWO (2) COATS OF RUSTOLEUM (OR EQUAL) PRIMER AND TWO (2) COATS OF LOW-GLOSS BLACK PAINT PADLOCKABLE HEAVY DUTY PER MANUFACTURER. 3 PER SIDE (6) TOTAL -G-101 L-300A SEE ARCHITECTURAL DRAWINGS 1/L-630 1/631 SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS PAVING SCHEDULE FENCE SCHEDULE GATE SCHEDULE SITE BUILDING SCHEDULE SEE CIVIL DRAWINGS 7 57 CODE DESCRIPTION DETAIL MANUFACTURER/SUPPLIER COLOR FINISH/TEXTURE GPM CONTRACTOR SCOPE, CONSTRUCTION, INSTALLATION NOTE SPLASH PAD VERSOSPLASH AQUATIX/COAST RECREATION, TAYLOR SMITH (909) 767-0201 OR APPROVED EQUAL PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 20 INSTALL PER MANUFACTURER`S DRAWINGS. REFER TO SPECIFICATIONS. FUNNEL TWIST AQUATIX/COAST RECREATION, TAYLOR SMITH (909) 767-0201 OR APPROVED EQUAL PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 5 INSTALL PER MANUFACTURER`S DRAWINGS JUNIOR WATER JEWEL AQUATIX/COAST RECREATION, TAYLOR SMITH (909) 767-0201 OR APPROVED EQUAL PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 7 INSTALL PER MANUFACTURER`S DRAWINGS MINI PILLAR AQUATIX/COAST RECREATION, TAYLOR SMITH (909) 767-0201 OR APPROVED EQUAL PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 10 INSTALL PER MANUFACTURER`S DRAWINGS ROOSTER SPRAY AQUATIX/COAST RECREATION, TAYLOR SMITH (909) 767-0201 OR APPROVED EQUAL PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 7 INSTALL PER MANUFACTURER`S DRAWINGS SEA CRAWLER AQUATIX/COAST RECREATION, TAYLOR SMITH (909) 767-0201 OR APPROVED EQUAL PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 5 INSTALL PER MANUFACTURER`S DRAWINGS STREAM JET AQUATIX/COAST RECREATION, TAYLOR SMITH (909) 767-0201 OR APPROVED EQUAL PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 10 INSTALL PER MANUFACTURER`S DRAWINGS AQUAVATOR AQUATIX/COAST RECREATION, TAYLOR SMITH (909) 767-0201 OR APPROVED EQUAL PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 -INSTALL PER MANUFACTURER`S DRAWINGS. AQUAVATOR BOLLARD 3" CLR. FROM FENCE. CUSTOM COLLECTOR BOX AQUATIX/COAST RECREATION, TAYLOR SMITH (909) 767-0201 OR APPROVED EQUAL PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 PER MANUFACTURER`S RENDERINGS, REFERENCE: #1194227-01-03 -INSTALL PER MANUFACTURER`S DRAWINGS SP-101 SP-102 SP-103 SP-104 SP-105 SP-106 SP-107 SP-108 SP-109 -300 OS-100OOS COSCOSSC NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: ES MM ES LANDSCAPE ARCHITECT DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 GARY VASQUEZ 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 OSC811 OCOOOSCOC OCCOCOS SCCSOSC OCSPOOOO SPSOSCCOCOO SPCPOSOSCOCOS OCSSOOPSO OCSOOOOCO OSCOPOSSSCO UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE WUCOLS SPACING REMARKS GROUND COVERS CELEBRATION BERMUDA GRASS BERMUDAGRASS SOD QT. 2,880 SF. HIGH (0.7) AVAILBLE AT A-G SOD (800) 233-5254 OR APPROVED EQUAL. SEE SPECIFICATIONS FOR SOD ESTABLISHMENT AND MAINTENANCE. REMOVE PLASTIC NETTING FROM SOD. CODE DESCRIPTION DETAIL MANUFACTURER/SUPPLIER MODEL NO.QTY.COLOR FINISH/TEXTURE NOTES SITE FURNITURE OUTDOOR SHOWER 1/L-632 MURDOCK-SUPER SECUR (626) 333-2543 OR APPROVED EQUAL SHOWER: #M-PCS15-GB-IAP ONE STATION POOL AND BEACH SHOWER W/ HANDICAPPED SHOWER AND GRAB BARS (1 STD. HEAD, PLUS 1 ADA COMPLIANT) 1 GREEN POWDER COAT SURFACE MOUNT. INSTALL PER MANUFACTURER`S INSTRUCTIONS. INSTALL P-TRAP, SHUT OFF VALVE, AND VENT PIPE PER CODE REQUIREMENTS. SEE CIVIL DRAWINGS. WATER HEATER ENCLOSURE TO BE LOCATED IN EQUIPMENT ENCLOSURE SIZE PER BUILDING DEPT. REQUIREMENTS. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR WATER HEATER ENCLOSURE. PROVIDE POWER FOR WATER HEATER. REFER TO ARCHITECTURAL DRAWINGS FOR WATER HEATER SPECIFICATIONS. PRECAST LEAF BENCH (95")2/L-633 QCP CORP. BRIAN GOTZ (951) 737-6240 OR APPROVED EQUAL Q-LEAF-B W/ SKATE DETERRENT MODIFICATIONS 2 FRENCH GRAY CRAFTSMAN ETCH W/ VANDLGUARD MATTE ANTI-GRAFFITI COATING AND SKATE DETERRENTS - PRECAST LEAF BENCH (66")1/L-633 QCP CORP. BRIAN GOTZ (951) 737-6240 OR APPROVED EQUAL Q2LEAF66B W/ SKATE DETERRENT MODIFICATIONS 2 FRENCH GRAY CRAFTSMAN ETCH W/ VANDLGUARD MATTE ANTI-GRAFFITI COATING AND SKATE DETERRENTS - DO NOT DRINK SIGN 2/L-632 HONDO COMPANY OR APPROVED EQUAL -1 LETTERS: WHITE, SIGN: BROWN ALUMINUM PERMANENTLY ATTACH TO SHADE STRUCTURE POST NO ACCESS SIGN --1 SEE ARCHITECTURAL DRAWINGS -SEE ARCHITECTURAL DRAWINGS HOURS OF OPERATION SIGN 3/L-632 HONDO COMPANY OR APPROVED EQUAL -1 LETTERS: WHITE, SIGN: BROWN ALUMINUM PERMANENTLY ATTACH TO SHADE STRUCTURE POST S-101 S-102 S-103 S-104 S-105 S-106 CODE DESCRIPTION REFERENCE EXISTING PAVING PROTECT-IN-PLACE. SEE CIVIL ENGINEER`S DRAWINGS EXISTING UTILITY TYP.PROTECT-IN-PLACE. SEE CIVIL ENGINEER`S DRAWINGS EXISTING LIGHT POLE TYP.PROTECT-IN-PLACE. SEE CIVIL ENGINEER`S DRAWINGS EXISTING FLAG POLE PROTECT-IN-PLACE. SEE CIVIL ENGINEER`S DRAWINGS EXISTING SITE FURNISHINGS PROTECT- IN-PLACE. SEE CIVIL ENGINEER`S DRAWINGS RAIN DIVERTER SEE MECHANICAL ENGINEER`S DRAWINGS SPLASH PAD SURGE CHAMBER SEE MECHANICAL ENGINEER`S DRAWINGS SPLASH PAD EQUIPMENT SEE MECHANICAL ENGINEER`S DRAWINGS DRAIN TYP.SEE CIVIL ENGINEER`S DRAWINGS DRAIN AT SHOWER SEE CIVIL ENGINEER`S DRAWINGS CO-101 CO-102 CO-103 CO-104 CO-105 CO-106 CO-107 CO-108 CO-109 CO-110 SEE ARCHITECTURAL DRAWINGS SPLASH PAD SCHEDULE SITE FURNISHINGS SCHEDULE COORDINATION NOTES PLANT SCHEDULE - TURF REPAIR 8 57 FD FD FD FD KEY MAP N.T.S.PORTOLA AVEN EXISTING PARKING LOT L-301 0 10'5'20' Scale: 1" = 10'-0" N CONSTRUCTION PLAN NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: ES MM ES LANDSCAPE ARCHITECT DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 GARY VASQUEZ 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 EX. TREE PROTECT-IN-PLACE TYP. TURF REPAIR SEE CONSTRUCTION SCHEDULE SHEET L-300B TURF REPAIR SEE CONSTRUCTION SCHEDULE SHEET L-300B EX. TREE PROTECT-IN-PLACE TYP. EX. TREE PROTECT-IN-PLACE TYP. EX. TREE PROTECT-IN-PLACE TYP. CO-101 CO-101 EX. TREE PROTECT-IN-PLACE TYP. CO-101 CO-101 CO-103 CO-103 CO-103 EX. TREE PROTECT-IN-PLACE TYP. CO-104 CO-105 CO-106 CO-107 CO-110 F-101 F-101 F-101 P-101 P-101 P-102 P-102 P-102 P-104 P-104 P-104 P-103 P-103 P-103 S-102 S-103 SB-101 SB-102 SB-103 SB-103 SB-103 SP-101 SP-108 SP-109 TYP. OF 2 SP-102 TYP. OF 2 SP-103 SP-104 TYP. OF 2 SP-105 TYP. OF 2 SP-106 SP-107 TYP. OF 2 CONTRACTOR TO COMPLETE DEFERRED SUBMITTAL ITEMS INCLUDING SHADE STRUCTURES AND SPLASH PAD PLAY ELEMENTS. SUBMIT MANUFACTURER'S DRAWINGS, DETAILS, AND STRUCTURAL CALCULATIONS FOR SHADE STRUCTURE, SHADE STRUCTURE FOOTINGS, AND SPLASH PAD EQUIPMENT FOOTINGS FOR CITY REVIEW AND APPROVAL. NOTES CO-103 ALIGN AND MATCH ELEVATIONS AT EX. S-105 REFER TO SHEET L-100 FOR GENERAL NOTES 1 L-632 OUTDOOR SHOWER S-101 2 L-632 DO NOT DRINK SIGN S-104 2 L-633 PRECAST LEAF BENCH (95") S-102 1 L-633 PRECAST LEAF BENCH (66") S-103 CO-108 TURF REPAIR SEE CONSTRUCTION SCHEDULE SHEET L-300B S-106 CODE DESCRIPTION COORDINATION NOTES EXISTING PAVING EXISTING UTILITY TYP. EXISTING LIGHT POLE TYP. EXISTING FLAG POLE EXISTING SITE FURNISHINGS RAIN DIVERTER SPLASH PAD SURGE CHAMBER SPLASH PAD EQUIPMENT DRAIN TYP. DRAIN AT SHOWER CO-101 CO-102 CO-103 CO-104 CO-105 CO-106 CO-107 CO-108 CO-109 CO-110 CODE DESCRIPTION PAVING PCC PEDESTRIAN PAVEMENT (4" THK.) PCC SPLASH PAD PAVEMENT (6" THK.) INTEGRAL COLOR PCC SPLASH PAD PAVEMENT (6" THK.) INTEGRAL COLOR PCC SPLASH PAD PAVEMENT (6" THK.) PCC VEHICULAR PAVEMENT (6" THK.) P-101 P-102 P-103 P-104 P-105 CODE DESCRIPTION FENCE STEEL COLD ROLLED FENCE ( 6' HT.) F-101 CODE DESCRIPTION SITE BUILDING RESTROOM AND SPLASH PAD MAINTENANCE BUILDING EXPANSION CANTILEVER SINGLE POLE PYRAMID FABRIC SHADE STRUCTURE JOINED HYPAR SAILS FABRIC SHADE STRUCTURE CODE DESCRIPTION SPLASH PAD VERSOSPLASH FUNNEL TWIST JUNIOR WATER JEWEL MINI PILLAR ROOSTER SPRAY SEA CRAWLER STREAM JET AQUAVATOR CUSTOM COLLECTOR BOX SB-101 SB-102 SB-103 SP-101 SP-102 SP-103 SP-104 SP-105 SP-106 SP-107 SP-108 SP-109 CODE DESCRIPTION SITE FURNISHINGS OUTDOOR SHOWER PRECAST LEAF BENCH (95") PRECAST LEAF BENCH (66") DO NOT DRINK SIGN NO ACCESS SIGN HOURS OF OPERATION SIGN S-101 S-102 S-103 S-104 S-105 S-106 CO-109 P-102 P-102 1.ALL TREES TO HAVE CONSTRUCTION FENCE THAT MAXIMIZES THE TREE PROTECTION ZONE AND TO THE DRIPLINE AS INDICATED ON PLAN. SEE DETAIL 1, THIS SHEET. 2.ANY TRENCHING WITHIN THE TREE PROTECTION ZONE WILL BE DONE BY HAND OR BY JACKING AND BORING. 3.NO GRADING OTHER THAN FINE GRADING TO BE DONE WITHIN THE TREE PROTECTION ZONE. 4.NO EQUIPMENT IS TO BE OPERATED OR PARKED UNDER A TREE, NOR ARE ANY MATERIALS TO BE STORED WITHIN THE TREE PROTECTION ZONE. 5.IRRIGATION MAINLINE SHALL NOT BE INSTALLED WITHIN THE TREE PROTECTION ZONE. JACK AND BORE SLEEVES UNDER TREE ROOTS. 6.CHEMICAL HERBICIDES SHALL NOT BE USED WITHIN 10 FT. OF TREE'S DRIPLINE. 7.DO NOT NAIL OR STAPLE MATERIALS OR SIGNS TO TREES. 8.FERTILIZE & WATER TO MINIMIZE SHOCK AS DIRECTED BY CITY ENGINEER AND CITY ARBORIST. 9.PROVIDE BERM AS NEEDED, NO CLOSER THAN DRIP LINE. 10.DURING CONSTRUCTION, TREES SHALL BE MONITORED TO MITIGATE SHOCK SYMPTOMS IF THEY OCCUR. NOTIFY THE CITY ENGINEER AND CITY ARBORIST. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND MAINTENANCE OF ALL TREES ON SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING TREES AND WASHING DUST OFF FOLIAGE AS NEEDED. 12.TREES DAMAGED OR DAMAGED BY THE CONTRACTOR'S OR SUB-CONTRACTOR'S OPERATIONS AND OR LACK OF PROTECTION AND MAINTENANCE WILL BE REPLACED AT THE CONTRACTORS SOLE EXPENSE. REPLACEMENT SPECIES SHALL BE SELECTED BY THE CITY ENGINEER AND SHALL BE A MINIMUM OF A 36" BOX TREE. TREE PROTECTION NOTES PRUNING MAY BE NECESSARY TO FACILITATE THE REMOVAL OF DEAD WOOD, CONFLICTS WITH NEW STRUCTURES, OR REDUCE STRESS AND SHALL BE CARRIED OUT UNDER THE SUPERVISION OF THE CITY PROVIDED QUALIFIED ARBORIST. BORING OF UTILITY LINES IN TREE PROTECTION ZONE IS PREFERRED TO TRENCHING. DEPTH OF BORING TO BE COORDINATED WITH CITY ARBORIST. PROJECT ARBORIST SHALL BE PRESENT DURING TRENCHING AND EXCAVATION WITHIN 10 FEET OF THE TREE DRIP ZONES. CONTACT CITY ENGINEER TO COORDINATE ARBORIST'S SITE VISITS. 1.DO NOT CUT ROOTS GREATER THAN 2" IN DIAMETER OR LESS THAN 18" RADIAL DISTANCE FROM BASE OF THE TRUNK WITHOUT NOTIFYING THE PROJECT ARBORIST FIRST. 2.ALL CUTS OF ROOTS SHALL BE CLEAN CUT AND DRESSED PER PROJECT ARBORISTS DIRECTION. 3.BACKFILL AS SOON AS POSSIBLE TO AVOID ROOTS FROM DRYING. DO NOT LEAVE ROOTS EXPOSED FOR MORE THAN 24 HOURS. PROTECT ROOTS FROM SUNLIGHT. DR I P L I N E TR E E PR O T E C T I O N ZO N E TR E E PR O T E C T I O N ZO N E DR I P L I N E 6" TO 8" ORGANIC BARK MULCH WITHIN TREE PROTECTION ZONE. INSTALL ORGANIC BARK MULCH 6" AWAY FROM TRUNK OF TREE. FENCE AT PERIMETER OF TREE PROTECTION ZONE. 6' CHAINLINK FOR ALL TREES NOT LOCATED ON SLOPES. 3' ORANGE SNOW FENCE FOR ALL TREES ON SLOPES. FENCING MUST BE DONE PRIOR TO ANY SITE DEMO OR STAGING NEAR TREES TO BE PRESERVED. 1 NTSTREE PROTECTION CO-102 ALIGN AND MATCH ELEVATIONS AT EX. TURF REPAIR SEE CONSTRUCTION SCHEDULE SHEET L-300B P-105 P-105 CODE DESCRIPTION GATE DOUBLE GATE (8' WIDE X 6' HT.)G-101 LIMIT O F WORK EXISTING RESIDENTIAL LIM I T O F W O R K RESTROOM AND SPLASH PAD BUILDING LIMIT O F WORK EXISTING BALLFIELD LIM I T O F W O R K 1 L-620 STEEL COLD ROLLED FENCE (6' HT.) F-101 G-101 (1) 2" SEWER VENT PIPE. LOCATE LESS THAN 8' FROM P-TRAP. VENT PIPE TO BE BLACK. PERMANENTLY ATTACH TO SHADE STRUCTURE POST. TOP OF VENT TO BE 10' OVER FINISH SURFACE. CO-102 ALIGN AND MATCH ELEVATIONS AT EX. DOWELED ISOLATION JOINT @ EXISTING 3 L-600 9 57 ISOLATION JOINT 3" = 1'-0" NOTES: 1.PEDESTRIAN PAVING ONLY, PLACE JOINTS EVERY 150 SQ. FT. 2.CONTRACTOR TO PROVIDE A COMPLETE POUR SEQUENCE PLAN INDICATING ALL JOINT LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT. SECTION 3/8" THICK FIBER JOINT WITH CAP AND BACKER ROD, WITH 1/4" RADIUS TOOLED EDGES. CAP WITH SELF-LEVELING JOINT SEALER. HAND SEED W/ SAND FINISH SURFACE 5 P-SA-24.036-07 THICKENED EDGE 1 1/2" = 1'-0" SECTION 8"4" CO N C . F L A T W O R K PE R P L A N 3/8" RADIUS EDGE FINISH GRADE COMPACT SUBGRADE TO 90% RELATIVE COMPACTION 6" FOR PEDESTRIAN 8" FOR VEHICULAR 1" AT TURF 6 P-SA-24.036-08 CONTRACTION JOINT - TOOLED 3" = 1'-0" 3/8" RADIUS TOOLED WEAKENED PLANE JOINT NOTES: 1.PLACE JOINTS AT 9' MAX. OR 50 SQ. FT. MAX. 2.CONTRACTOR TO PROVIDE A COMPLETE POUR SEQUENCE PLAN INDICATING ALL JOINT LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT. FINISH SURFACE1-1/2" DEPTH FOR 4" CONC., 2" DEPTH FOR 6" CONC. SECTION 2 P-SA-24.036-03 CONSTRUCTION JOINT - TOOLED 3" = 1'-0" 3/8" RADIUS TOOLED EDGE NOTES: 1.PLACE JOINTS AT 15' MIN. TO 21' MAX. OR 150 SQ. FT. MAX. 2.CONTRACTOR TO PROVIDE A COMPLETE POUR SEQUENCE PLAN INDICATING ALL JOINT LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT. FINISH SURFACE#4 X 18" LONG SPEED DOWEL @ 18" O.C. CENTERED IN FLATWORK SECTION 1 P-SA-24.036-01 DOWELED ISOLATION JOINT @ EXISTING 3" = 1'-0" NOTES: 1.PLACE JOINTS AT 9' MAX. OR 150 SQ. FT. MAX. 2.CONTRACTOR TO PROVIDE A COMPLETE POUR SEQUENCE PLAN INDICATING ALL JOINT LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT. SECTION #4 X 18" LONG SPEED DOWEL @ 18" O.C. CENTERED IN FLATWORK 3/8" THICK FIBER JOINT WITH CAP AND BACKER ROD, WITH 1/4" RADIUS TOOLED EDGES. CAP WITH SELF-LEVELING JOINT SEALER. HAND SEED W/ SAND FINISH SURFACE 3 P-SA-24.036-05 ISOLATION JOINT @ VERTICAL SURFACE 3" = 1'-0" NOTES: 1.PLACE JOINTS AT 9' O.C. MAX. OR 50 SQ. FT. MAX. 2.CONTRACTOR TO PROVIDE A COMPLETE POUR SEQUENCE PLAN INDICATING ALL JOINT LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT. SECTION 3/8" THICK FIBER JOINT WITH CAP AND BACKER ROD, WITH 1/4" RADIUS TOOLED EDGES. CAP WITH SELF-LEVELING JOINT SEALER. HAND SEED W/ SAND FINISH SURFACE VERTICAL SURFACE, SEE PLAN 4 P-SA-24.036-06 REFER TO SHEET L-100 FOR GENERAL NOTES CONSTRUCTION DETAILS - FLATWORK NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: ES MM ES LANDSCAPE ARCHITECT DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 GARY VASQUEZ 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 L-600 10 57 MAX. 8'-0" O.C. 9 3 / 4 " 6' - 0 " 3" C L R . 27 " ELEVATION SIDE ELEVATION LCLC 12" DIA. 2" CONCRETE FOOTING 90% COMPACTED SUBGRADE POST CAP WELDED IN PLACE - GRIND EDGES SMOOTH. 1 3/4" SQ. CARBON STEEL HSS 7 GAUGE TOP RAIL, MID RAIL, AND BOTTOM RAIL. FINISH SURFACE PER CIVIL GRADING PLANS. LC SPLASH PAD PARK WELDED CAP TOP RAIL MID RAIL PICKET POST BOTTOM RAIL PLAN VIEW - N.T.S. 4" SQ. POST SPLASH PAD PARK TURF EDGE OF PAVING ROLLED/ CURVED FENCE SEGMENT STRAIGHT SEGMENT WHERE OCCURS R= 26'-6" NOTES: 1.ALL WELDS TO BE 1/4" FILLET WELDS. 2.GRIND ALL WELDS SMOOTH. 3.OPENINGS SHALL BE 3 3/4" SO THAT A 4" SPHERE CANNOT PASS THROUGH. 4.APPLY A COLD GALVANIZING PAINT TO ALL ON-SITE WELDS PRIOR TO PAINTING. 5.TUBE STEEL FENCE FINISH: ALL TUBE STEEL POSTS AND PICKETS SHALL BE GALVANIZED FINISHED PRIOR TO PAINTING. APPLY (3) COATS OF DUNN EDWARDS ULTRASHIELD GLOSS EPOXY BASE COAT, PRIMER, AND TOP COAT - COLOR TO BE BLACK. SUBMIT COLOR SAMPLE TO CITY ENGINEER FOR REVIEW AND APPROVAL. 6.SHOP DRAWINGS: CONTRACTOR SHALL PROVIDE THE CITY ENGINEER WITH SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 7.DO NOT STEP FENCE. COORDINATE SLOPE/ RAKING PER GRADING PLAN. STEEL COLD ROLLED FENCE (6' HT.)1" = 1'-0" N.T.S. ENLARGEMENT 4" SQ. POST PICKET RAIL 4" SQ. CARBON STEEL HSS 7 GAUGE POST EMBEDDED 24" INTO CONCRETE FOOTING. 1" SQ. CARBON STEEL 11 GAUGE PICKETS. 3 3/4" TYP. 1 P-SA-24.036-30F-101 REFER TO SHEET L-100 FOR GENERAL NOTES CONSTRUCTION DETAILS - METALWORK NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: ES MM ES LANDSCAPE ARCHITECT DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 GARY VASQUEZ 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 L-620 DOUBLE GATE (8' WIDE X 6' HT.)N.T.S.2 NOTE: MIDDLE RAILS NOT NEEDED 11 57 CONSTRUCTION DETAILS - AMENITIES NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: ES MM ES LANDSCAPE ARCHITECT DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 GARY VASQUEZ 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 L-630 SINGLE POLE PYRAMID FABRIC SHADE STRUCTURE N.T.S.1 DEFERRED SUBMITTAL NOTE CONTRACTOR TO PROVIDE STRUCTURAL DESIGN AND CALCULATIONS FOR FOOTING. CONTRACTOR TO PROVIDE ENGINEERED DRAWINGS TO COMPLETE DEFERRED SUBMITTAL. COLOR AND FINISH PER CONSTRUCTION MATERIAL SCHEDULE SHEET L-300A 12 57 CONSTRUCTION DETAILS - AMENITIES NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: ES MM ES LANDSCAPE ARCHITECT DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 GARY VASQUEZ 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 L-631 JOINED HYPAR SAILS SHADE STRUCTURE N.T.S.1 DEFERRED SUBMITTAL NOTE CONTRACTOR TO PROVIDE STRUCTURAL DESIGN AND CALCULATIONS FOR FOOTING. CONTRACTOR TO PROVIDE ENGINEERED DRAWINGS TO COMPLETE DEFERRED SUBMITTAL. COLOR AND FINISH PER CONSTRUCTION MATERIAL SCHEDULE SHEET L-300A 13 57 3" DO NOT DRINK SIGN N.T.S. CAUTION Recirculated Water is Do Not Drink SIDE ELEVATION SPLASH PAD TOP OF POST COORDINATE FINAL PLACEMENT WITH LANDSCAPE ARCHITECT . ATTACH TO POST USING TAMPER PROOF STAINLESS STEEL HARDWARE WITH 1/2" OFFSETS DO NOT DRINK SIGN ALUMINUM SIGN, 36" X 24", WITH 4" HIGH LETTERS. WHITE ON BROWN W/FLORAL BORDER. SIGN FACE. FACE SIGN INWARD TOWARDS SPLASH PAD. 3 L-632 HOURS OF OPERATION SIGN S-106 2 P-SA-24.036-11S-104 33 " 84 " 43 " 48 " 55 " 78 " 36 " NOTE: 1.THIS DRAWING IS DIAGRAMMATIC IN NATURE. LOCATIONS RECOMMENDED FOR PLAY COMPONENTS AND DRAINS ARE APPROXIMATE. PIPING AND CONDUIT RUNS ARE SCHEMATIC. JOB CONDITIONS AND LOCAL CODES MUST DETERMINE FINAL ROUTING. 2.WET DECK AREA MUST BE POURED AND FORMED SO THAT WATERSHED AREA SLOPES TOWARD DRAINS. 3.INSTALL P-TRAP, VENT PIPE, AND CLEANOUT PER CODE REQUIREMENTS. 4.PIPING, CONDUIT, AND WIRE ARE BY INSTALLER. 5.TEMPERED WATER TEMPERATURE SHALL NOT EXCEED 110 DEGREES. SECTION 8" 36" SQ. MIN. UPPER SHOWER 36" VERTICAL GRAB BAR PUSHBUTTON FOR UPPER SHOWER ACCESSIBLE SHOWER PUSHBUTTON FOR ACCESSIBLE SHOWER FINISH SURFACE SLOPE TO DRAIN ROUTE AND CONNECT TO STAND PIPE VENT. SEE SHEET L-301 CONNECT TO 4" SEWER. DRAIN LINE PER CIVIL DRAWINGS. WRAP PIPE WITH SEALANT TAPE AND SEAT AT BASE WITH WATER PROOF CAULK 4" P-TRAP 90% COMPACTED SUBGRADE MONOLITHIC CONCRETE FOOTING COPPER SUPPLY LINE. SEE MECHANICAL DRAWINGS, SHEET SP1.1. NDS 6" X 6" X 4" SQ. GRATE AND PIPE ADAPTER, GRAY HEELPROOF FINISH SURFACE ANCHORING BASE SHUT-OFF VALVE ACCESS PANEL SHUT-OFF VALVE VALVE ACCESS PANEL MANIFOLD METERING SINGLE TEMPERATURE AIR-CONTROL VALVE 4 - #4 REBAR, BOTH DIRECTIONS WRAP PIPE WITH SEALANT TAPE AND SEAL AT BASE WITH WATER PROOF CAULK SLOPE TO DRAIN FRONT ELEVATION LAP BAR 16" INTO ADJACENT PAVING OUTDOOR SHOWER 1" = 1'-0"1 P-SA-24.036-12S-101 CONSTRUCTION DETAILS - AMENITIES NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: ES MM ES LANDSCAPE ARCHITECT DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 GARY VASQUEZ 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 L-632 HOURS OF OPERATION SIGN 1 1/2" = 1'-0" HOURS OF OPERATION SIGN ALUMINUM SIGN, 24" X 36". WHITE ON BROWN W/FLORAL BORDER. COORDINATE FINAL PLACEMENT WITH LANDSCAPE ARCHITECT. CONTRACTOR TO PROVIDE/SUBMIT ARTWORK TO CITY FOR APPROVAL PRIOR TO FABRICATION. 3" TOP OF POST ATTACH TO POST USING TAMPER PROOF STAINLESS STEEL HARDWARE WITH 1/2" OFFSETS SIGN FACE. FACE SIGN INWARD TOWARDS SPLASH PAD. City of Santa Ana Hours of Operation 3 P-SA-24.036-18S-106 14 57 1" 12"12" 12"12" 1-1/2" 1/ 2 " PRECAST LEAF BENCH (95")1" = 1'-0" 36" 12 " 3'-0" 7'-11" 36 " SIDE ELEVATION FRONT ELEVATION PLAN VIEW SECTION1" RECESS NOTE: 1.REFER TO THE LANDSCAPE CONSTRUCTION MATERIAL SCHEDULE ON SHEET L-300B FOR COLOR AND FINISH. 2.EPOXY SET PRECAST PER PRECASTER'S RECOMMENDATIONS. 90% COMPACTED SUBGRADE FINISH SURFACE PRECAST BENCH PER CONSTRUCTION MATERIAL SCHEDULE SEE SHEET L-300B 16 " SKATE DETERRENT NOTCH. 1' O.C. FROM EDGE, 2' O.C. TYP. NOTCH TO GO FROM FRONT TO BACK OF WALL 16" 1 1/2" 1 1/2" = 1'-0" EQ.EQ. 36" 16 " LC THICKENED FOUNDATION AT PRECAST LEAF BENCH #4 BAR EACH WAY @ 12" O.C. UNDER BENCH 3" DIA. X 8" DEEP GROUT POCKETS. FILL W/ NON SHRINK GROUT (2 PLACES) 3/4" DIA. X 10" 316 STAINLESS STEEL COIL RODS. EMBED 4" MIN. INTO BENCH (2 PLACES) 2 P-SA-24.036-14S-102 12" 1" 12" 5'-6" 2' - 0 " 12" PRECAST LEAF BENCH (66")1" = 1'-0" 24" 12 " 3'-0" SIDE ELEVATION FRONT ELEVATION PLAN VIEW SECTION 1" RECESS NOTE: 1.REFER TO THE LANDSCAPE CONSTRUCTION MATERIAL SCHEDULE ON SHEET L-300B FOR COLOR AND FINISH. 2.EPOXY SET PRECAST PER PRECASTER'S RECOMMENDATIONS. 90% COMPACTED SUBGRADE FINISH SURFACE PRECAST BENCH PER CONSTRUCTION MATERIAL SCHEDULE SEE SHEET L-300B #4 BAR EACH WAY @ 12" O.C. UNDER BENCH 24" 16 " 16 " 16 " 1-1/2" 1-1/2" 1/ 2 " EQ.EQ. 1 1/2" = 1'-0" SKATE DETERRENT NOTCH. 1' O.C. FROM EDGE, 2' O.C. TYP. NOTCH TO GO FROM FRONT TO BACK OF WALL 3" DIA. X 8" DEEP GROUT POCKETS. FILL W/ NON SHRINK GROUT (2 PLACES) THICKENED FOUNDATION AT PRECAST LEAF BENCH 3/4" DIA. X 10" 316 STAINLESS STEEL COIL RODS. EMBED 4" MIN. INTO BENCH (2 PLACES) 1 P-SA-24.036-13S-103 CONSTRUCTION DETAILS - AMENITIES NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: ES MM ES LANDSCAPE ARCHITECT DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 GARY VASQUEZ 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 L-633 15 57 IRRIGATION LEGEND AND NOTES NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: ES MM ES LANDSCAPE ARCHITECT DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 GARY VASQUEZ 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 L-700A NON-PRESSURE LATERAL LINE PIPING ELECTRIC CONTROL VALVE WITH PRESSURE REDUCING VALVE - CAST IRON AND BRONZE - 2-INCH SIZE*2160LGRISWOLD SYMBOL MANUFACTURER MODEL NO.DESCRIPTION L INDICATES PLANT WATER USE CATEGORY (L= LOW, M=MODERATE, H=HIGH, WATER USE) INDICATES PRECIPITATION RATE INDICATES ELECTRIC CONTROL VALVE SIZE INDICATES IRRIGATION SPRINKLER CONTROLLER STATION NUMBER INDICATES FLOW IN GPM FOR ELECTRIC CONTROL VALVE 1"0.6 5.0 NIBCO T-113*GATE VALVE - BRONZE - BOLTED BONNET - LINE SIZE SCHEDULE 40 PVC - 3/4-INCH MINIMUM SIZE PIPING AND OTHER SIZES (NOTED IN INCHES) AS SHOWN ON PLANS AND IRRIGATION LATERAL PIPE SIZES CHART, SHEET L-700A NOTES: * PROVIDE LANDSCAPE FABRIC MODEL NUMBER 140N, AS MANUFACTURED BY MIRAFI, OR APPROVED EQUAL - TYPICAL FOR ALL ROUND AND RECTANGULAR VALVE BOX INSTALLATIONS. ** THE IRRIGATION CONTRACTOR SHALL ADJUST EACH PRESSURE REGULATING MODULE AT EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FURTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND - NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVEN OPERATING PRESSURE. EQUIPMENT LEGEND - POTABLE WATER VALVE CALLOUT LEGEND DETAIL REFERENCE - 2, 4 / L-750 1, 4 / L-750 7 / L-750 A-1 ** EQUIPMENT LOCATION NOTES 1.INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROLLER WIRING, CONTROL VALVES, ETC. WITHIN PLANTING AREA. ANY IRRIGATION EQUIPMENT INDICATED OUTSIDE OF PLANTING AREA IS SHOWN FOR DRAWING CLARITY AND DESIGN INTENT ONLY. 2.INSTALL IRRIGATION MAIN LINE PIPING IN PLANTING AREA 2-FEET MINIMUM BACK OF HARDSCAPE. 3.PIPING AS SHOWN ON DRAWINGS IS SCHEMATIC AND INDICATES THE INTENT OF IRRIGATION DELIVERY METHODS. 4.IRRIGATION CONTROLLER AND OTHER IRRIGATION EQUIPMENT LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL STAKE OUT ALL IRRIGATION EQUIPMENT LOCATIONS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5.ELECTRIC CONTROL VALVES, QUICK COUPLING VALVES, AND ISOLATION VALVES, ETC. LOCATIONS INDICATED ON THE DRAWINGS ARE SHOWN AS APPROXIMATE. CONTRACTOR SHALL STAKE OUT EACH VALVE ASSEMBLY FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6.FINAL LOCATIONS AND EXACT POSITIONING OF IRRIGATION EQUIPMENT ON THE DRAWINGS SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. MINOR MODIFICATIONS OF IRRIGATION EQUIPMENT AS REQUESTED BY OWNER OR LANDSCAPE ARCHITECT SHALL BE PROVIDED BY CONTRACTOR AT NO ADDITIONAL COST. FAILURE TO OBTAIN OWNER/ LANDSCAPE ARCHITECT APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER/ LANDSCAPE ARCHITECT DIRECTED CHANGES AT NO ADDITIONAL COST. 7.CONTRACTOR SHALL ROUTE PIPING WITH 2-FOOT CLEARANCE AROUND FINAL TREE LOCATIONS. 8.WHERE VERTICAL OBSTRUCTIONS (BOLLARDS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. PIPE SIZE FLOW (GPM) 3 4" 0 - 8 8 - 12 1" NOTES: 1.FOR DRAWING CLARITY ALL IRRIGATION LATERAL LINES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS PART OF THE CONTRACTOR'S BID. ADDITIONALLY, DUE TO THE SCALE OF THE DRAWINGS AND FOR DRAWING CLARITY ALL PIPE SIZES ARE NOT SHOWN. 2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC. AND COORDINATE ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING STRUCTURES, ETC. 13 - 22 1- 1 4" 23 - 30 31 - 50 2"1-1 2" 51 - 150 3" IRRIGATION LATERAL PIPE SIZES IRRIGATION NON PRESSURE LATERAL LINE PIPE DIRECT BURY SPLICE (I.L. APPROVED) WATERPROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPICES AND CONNECTIONS3M CONNECTOR 5 / L-750DBR/Y-6NONE SHOWN Q MANUFACTURERSYMBOL MODEL NO.DESCRIPTION P.S.I.RADIUSNOZZLE G.P.M.PATTERN 180° - 270°3013' - 21'0.5 SPRAY SPRINKLER LEGEND 6" POP-UP SPRINKLER PRECIP RATENOZZLE COLOR GREEN 0.64 NOTES: * WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, EQUIP SPRINKLER HEAD WITH PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. ** FIELD VERIFY ROTOR MANUFACTURER AND MODEL AND INSTALL NEW NOZZLES WITH LIKE FOR LIKE EQUIPMENT TO ACCOMMODATE NEW SPLASH PAD AND WALK LAYOUT. ENSURE 100% IRRIGATION COVERAGE AT EXISTING TURF AREAS WITH MINIMAL OVERSPRAY ONTO WALKS, SIGNS AND HARDSCAPE. 1.SPRINKLER RADIUS ABBREVIATIONS F= FULL CIRCLE Q= QUARTER V= VARIABLE 2.INSTALL SPRAY SPRINKLERS PER POP-UP SPRINKLER HEAD DETAIL 6, SHEET L-750. 3.DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEADS WILL NOT BE ALLOWED. SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF THE CHECK VALVE IN THE SPRINKLER BODY TO PREVENT SPRINKLER HEAD DRAINAGE. DURING THE COURSE OF CONSTRUCTION, INCLUDE THE SAM CHECK VALVE AS REQUIRED TO PREVENT DRAINAGE FROM ANY SPRINKLER HEAD SHOWING SIGNS OF DRAINAGE AFTER THE SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. PROVIDE THE SAM SERIES SPRINKLERS WHERE DRAINAGE OCCURS AT NO ADDITIONAL COST TO OWNER. 4.REMOVE CONVENTIONAL SCREEN AND REPLACE WITH PRESSURE REDUCTION SCREEN WHERE REQUIRED TO PREVENT OVER-SPRAY ONTO HARDSCAPE. 5.WHERE VERTICAL OBSTRUCTIONS (BOLLARDS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 0.513' - 21'30 90° - 180°HUNTER MP2000-90RAIN BIRD*6" POP-UP SPRINKLER HUNTER MP2000-210 BLACK 0.38 EXISTING CALSENSE CONTROLLER 'C'EXISTING CONTROLLER - CONTRACTOR TO LOCATE EXISTING CONTROLLER WITHIN MAINTENANCE BUILDING, SALVAGE AND REINSTALL WITHIN NEW STORAGE AND MAINTENANCE BUILDING WHERE SHOWN ON PLANS, VERIFY AVAILABLE STATION ASSIGNMENTS AND CONTROL WIRES AT STUB OUT LOCATION FOR FUTURE IRRIGATION IMPROVEMENTS - CONTRACTOR TO PROGRAM CONTROLLER TO ACCOMMODATE ADDITIONAL VALVES REQUIRED FOR NEW IRRIGATION SYSTEM IMPROVEMENTS AND CONNECT TO EXISTING CONTROLLER 'C' USING "ADD-A-ZONE" - SEE "IRRIGATION CONSTRUCTION NOTES" ON SHEET L-701 FOR ADDITIONAL INFORMATION PRESSURE MAIN LINE PIPING CLASS 315 PVC - 2-INCH SIZE PIPING AND LARGER AND SCHEDULE 40 PVC FOR 1-1/2-INCH SIZE PIPING AND SMALLER AS SHOWN ON PLANS (NOTED IN INCHES) 7 / L-750 EXISTING PRESSURE MAIN LINE PIPING EXISTING LOCATION IS APPROXIMATE - LOCATE AND INTERCEPT EXISTING MAIN LINE PIPING WHERE SHOWN ON PLANS CONNECT TO NEW IRRIGATION IMPROVEMENTS - 1.THIS IRRIGATION SYSTEM IS DESIGNED FOR USE WITH POTABLE WATER. 2.THE LANDSCAPE CONTRACTOR TO PROVIDE A COMPLETE NEW AND AUTOMATIC IRRIGATION SYSTEM WITH 100% IRRIGATION COVERAGE FOR THE PORTOLA PARK SPLASH PAD LANDSCAPE. 3.IRRIGATION SYSTEM TO BE DESIGNED TO NOT ALLOW OVER-SPRAY OR EXCESS RUNOFF ONTO IMPERVIOUS SURFACES. 4.EXISTING IRRIGATION CONTROLLER SHALL BE A SMART CONTROLLER WHICH OPERATES WITH DAILY WEATHER ADJUSTMENTS. 1.LANDSCAPE WATER USE SHALL COMPLY WITH THE CITY'S WATER EFFICIENCY ORDINANCE AND LANDSCAPE WATER CONSERVATION STANDARDS. THIS PROJECT IS CURRENTLY ESTIMATED TO BE OPERATING AT 15% UNDER THE MAXIMUM ANNUAL WATER ALLOWANCE (MAWA). 2. TURF IS IRRIGATED WITH HIGH-EFFICIENT OSCILLATING SPRAY NOZZLES THAT COMPLY WITH THE AGENCY WATER EFFICIENCY ORDINANCE. 1.THIS IRRIGATION SYSTEM IS DESIGNED FOR USE WITH POTABLE WATER. 2.SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE OF AREA TO BE IRRIGATED UNLESS INDICATED OTHERWISE ON DRAWINGS. 3.WHEN VERTICAL OBSTRUCTIONS (SITE HARDSCAPE ELEMENTS, FIRE HYDRANTS, TREES, LIGHT POLES, ETC.) INTERFERE WITH THE SPRINKLER HEAD PATTERN OF COVERAGE, ADJUST SPRINKLER SYSTEM LAYOUT BY INSTALLING A QUARTER CIRCLE, HALF CIRCLE OR ADJUSTABLE CIRCLE SPRINKLER HEAD ON EACH SIDE OF OBSTRUCTION IN ORDER TO PROVIDE PROPER COVERAGE. PERFORM SPRINKLER LAYOUT ADJUSTMENT AT NO COST TO THE OWNER. 4.SPRINKLER SYSTEM IS BASED ON MINIMUM PRESSURE AND MAXIMUM FLOW DEMAND SHOWN ON IRRIGATION DRAWINGS. REFER TO POINT-OF-CONNECTION NOTES. VERIFY PERMANENT WATER PRESSURE BEFORE THE START OF CONSTRUCTION. REPORT DIFFERENCES BETWEEN WATER PRESSURE INDICATED ON DRAWINGS AND ACTUAL SITE PRESSURE READING AT IRRIGATION POINT-OF-CONNECTION TO OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REVISIONS. 5.THIS IRRIGATION DESIGN IS SCHEMATIC. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL PIPING AND IRRIGATION FACILITIES WITHIN PLANTING AREAS WHERE POSSIBLE. AVOID CONFLICTS BETWEEN SPRINKLER SYSTEM, LANDSCAPE PLANTING, SITE IMPROVEMENTS, AND ARCHITECTURAL FEATURES. 6.FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, WALLS, FENCES AND BUILDINGS. SELECT THE MOST APPROPRIATE PART CIRCLE PATTERN NOZZLE TO FIT THE SITE CONDITIONS AND THROTTLE THE FLOW CONTROL ADJUSTMENT AT EACH CONTROL VALVE TO OBTAIN OPTIMUM SPRINKLER HEAD PRESSURE. 7.DO NOT WILLFULLY INSTALL SPRINKLER SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT EXISTING OBSTRUCTIONS, GRADE DIFFERENCES IN AREA DIMENSIONS, AND OTHER SITE SPECIFIC INFORMATION THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF SUCH OBSTRUCTIONS OR DIFFERENCES FOR RESOLUTION. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REVISIONS. 8.IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH GRADE DIFFERENCES, WALL/HARDSCAPE LOCATIONS, ETC. COORDINATE WORK FOR THE INSTALLATION OF IRRIGATION PIPE SLEEVES THROUGH WALLS, UNDER PAVEMENT AND STRUCTURES, ETC. 9.CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF SUFFICIENTLY SIZED SLEEVES FOR CONTROL WIRES AND NON-PRESSURE LATERAL LINE PIPING UNDER PAVED AREAS, IN ADDITION TO CONTROL WIRES AND LATERAL LINE PIPING SLEEVES SHOWN ON THE DRAWINGS. 10.INSTALL PIPING, RELATED MATERIALS AND EQUIPMENT AS SHOWN ON THE DRAWINGS. USE TEFLON TAPE ON PVC MALE PIPE THREADS, INCLUDING SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. DO NOT USE PIPE DOPE. 11.TEST ALL PRESSURE MAIN LINES UNDER HYDROSTATIC PRESSURE OF 150 PSI FOR A PERIOD OF 3 HOURS. TESTING OF PRESSURE MAIN LINE PIPING SHALL OCCUR PRIOR TO THE INSTALLATION OF ANY ELECTRIC CONTROL VALVE, BASKET STRAINERS, QUICK COUPLING VALVES AND OTHER PRESSURE-SIDE IRRIGATION FACILITIES. PRESSURE TESTING RESULTS, IN WRITING, SHALL BE SUBMITTED TO OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BACKFILLING. 12.THE ESTABLISHMENT OF AUTOMATIC SEASONAL ADJUSTMENTS AND BASIC CONTROLLER PROGRAMMING IS THE RESPONSIBILITY OF THE CONTRACTOR. MAKE ARRANGEMENTS WITH THE APPROPRIATE FIELD TECHNICIAN FOR A SITE VISIT ON INSTRUCTION OF ESTABLISHING AUTOMATIC CONTROLLER BASIC PROGRAMMING INFORMATION AND AUTOMATIC SEASONAL SCHEDULING. CONTROLLER PROGRAMMING INFORMATION REQUIRED INCLUDES, BUT IS NOT LIMITED TO; PRECIPITATION RATES, PLANT WATER-USE FACTORS, SYSTEM EFFICIENCY RATINGS, FLOW SENSOR CALIBRATION, AND MONTHLY HISTORIC DATA. 1.LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE BUT NOT BE LIMITED TO CHECKING, ADJUSTING, AND REPAIRING IRRIGATION EQUIPMENT; RESETTING REPLENISHING MULCH; FERTILIZING; PRUNING; AND WEEDING IN ALL LANDSCAPE AREAS. 2.WHENEVER POSSIBLE, REPAIR OF THE IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENT SPECIFICATION. IRRIGATION SYSTEM DESCRIPTION - POTABLE WATER IRRIGATION DESIGN INTENT IRRIGATION MAINTENANCE SCHEDULE IRRIGATION GENERAL NOTES - POTABLE WATER RAIN BIRD* 1806-SAM-PRS C 1806-SAM-PRS EXISTING - V.I.F.EXISTING TURF ROTOR BODY RAIN BIRD 5000-MPR-30EXISTING - V.I.F.**GREEN 30'305.08 45° - 360°0.5 -EXISTING ELECTRIC CONTROL VALVE EXISTING ELECTRIC CONTROL VALVE IN VALVE BOX - FIELD VERIFY LOCATION AND SIZE 20 57 IRRIGATION WATER USE DATA NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: ES MM ES LANDSCAPE ARCHITECT DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 GARY VASQUEZ 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 L-700B 15.5 184' C-20 15.5 - LARGEST /FURTHEST VALVE SYSTEM 'C' 75 16.5 0.9 30 28.5 58.5 30 2" 17SYSTEM WATER PRESSURE RESIDUAL PRESSURE (#17-#16)18 ELEVATION LOSS PRESSURE REQUIRED AT CONTROL VALVE TOTAL PRESSURE REQUIRED (#14+15) TOTAL SYSTEM PRESSURE LOSS (SUM OF #1-#13) BACKFLOW PREVENTER FEET OF LATERAL LINE LOSS (TYPE SCHEDULE 40) ELECTRIC CONTROL VALVE MASTER CONTROL VALVE FEET OF MAIN LINE (TYPE CLASS 315) - FEET OF MAIN LINE (TYPE SCHEDULE 40) FITTING LOSS FLOW METER GATE VALVE BALL VALVE WATER SERVICE LINE WATER METER 3 11 13 14 16 15 12 4 10 9 8 7 6 5 2 1 PRESSURE LOSS CALCULATIONS WATER METER NUMBER: HYDRAULIC GRADE LINE: ELEVATION DIFFERENCE: WATER METER SIZE: WATER METER ELEVATION: STATIC PRESSURE (PSI): ELECTRIC CONTROL VALVE SIZE: TOTAL METER GPM DEMAND: STATIC PRESSURE AT ECV: ELECTRIC CONTROL VALVE (ECV): RCV DEMAND: GPM ECV ELEVATION: LOSS (PSI)NO.DESCRIPTIONSIZE 110' 75 - 2" 20% 2' - 3" 2" - 3" - - 3" - 690 12.0 0.6 0.2 1.0 - - 10.0 1.0 0.3 0.5 1.0 1.0 50 AS A GENERAL RULE OF THUMB, WINTER IRRIGATION TIMES ARE APPROXIMATELY 30 % OF PEAK SUMMER SCHEDULE TIMES. SPRING AND FALL GENERALLY REDUCE TO ABOUT 70%. REFER TO MONTHLY WEATHER DATA BELOW. WATER SCHEDULE DATA PROVIDED IS FOR REFERENCE ONLY FOR OVERVIEW OF LANDSCAPE AND IRRIGATION SYSTEM. CONTRACTOR SHALL PROVIDE DOCUMENTATION OF WEATHER FOR HIS/HER MAINTENANCE PERIOD TO OWNER. THE FOLLOWING, BASED ON HISTORICAL DATA, IS FOR REFERENCE ONLY. PERFORMANCE VALUES ARE ACCURATE FOR CONTROLLER PROGRAMMING. ACTUAL WATERING TIMES MUST BE ADJUSTED FOR SOIL TYPE, EXPOSURE, MATURITY OF PLANT MATERIAL AND SEASONAL WEATHER CONDITIONS. TURF SPRAY RUN TIME @ 0.5 PRECIP RATE: 198 MINS./WKLANDSCAPE COEFFICIENT - SPRAY [WATER-USE/IE (.7/.75)]:0.93 ADJUSTED TURF SPRAY PEAK (JULY) WEEK ETo:0.186"/ DAY 1.11"/ WK SYSTEM DATA REFERENCE INFORMATION ET ADJUSTMENT FACTOR (ETAF)CONTROLLER SCHEDULING - PER (JULY) WEEK TIMES ETo REPLACEMENT VALUES FOR SANTA ANA, CA 92705: JAN. FEB. MAR. APRIL MAY JUNE JULY AUG.SEPT.OCT. NOV. DEC. TOTAL YEAR 2.2 2.7 3.7 4.5 4.6 5.4 6.2 6.1 4.7 3.7 2.5 2.0 = 48.4 IN. DAILY ETo VALUES (FOR 6-DAY WEEK): JAN.FEB.MAR.APRIL MAY JUNE JULY AUG.SEPT.OCT.NOV.DEC. .09 .13 .15 .20 .19 .23 .26 .25 .20 .15 .11 .08 MONTHLY PERCENTAGE (OF TOTAL YEAR): JAN.FEB.MAR.APRIL MAY JUNE JULY AUG.SEPT.OCT.NOV.DEC. 4.5 5.6 7.6 9.3 9.5 11.6 12.8 12.6 9.7 7.6 5.2 4.1 (100%) MONTHLY PERCENTAGE (OF PEAK JULY): JAN.FEB.MAR.APRIL MAY JUNE JULY AUG.SEPT.OCT.NOV.DEC. 35.5 43.5 59.7 72.6 74.2 87.1 1.0 98.4 75.8 59.7 40.3 32.2 SYSTEM DESIGN RATE OF APPLICATION: 1.55"/WEEK (PEAK) HISTORIC SEASONAL ETo: 48.4"/YR PEAK MONTHLY ETo (JULY): 6.2"/MO. PEAK DAY ETo (JULY) REQUIREMENT:0.2"/DAY PEAK WEEK ETo (JULY) REQUIREMENT:1.03"/WK IRRIGATION SYSTEM EFFICIENCY RATING (IE) - DRIPLINE: 0.81 (81%) IRRIGATION SYSTEM EFFICIENCY RATING (IE) - SPRAY:0.75 (75%) IRRIGATION SYSTEM EFFICIENCY RATING (IE) - BUBBLER:0.75 (75%) SPRINKLER PRECIPITATION RATE - OVERHEAD SPRAY:0.5"/HOUR TURF WATER-USE PLANT FACTOR - HIGH:0.7 - 0.9 REFERENCE EVAPOTRANSPIRATION (ETo) DATA 21 57 FD FD Q Q Q Q Q Q Q C FD FD KEY MAP N.T.S.PORTOLA AVEN EXISTING PARKING LOT L-701 0 10'5'20' Scale: 1" = 10'-0" N IRRIGATION MODIFICATION PLAN NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: ES MM ES LANDSCAPE ARCHITECT DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 GARY VASQUEZ 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 LIMIT O F W O R K EX. TREE PROTECT-IN-PLACE TYP. EX. TREE PROTECT-IN-PLACE TYP. EX. TREE PROTECT-IN-PLACE TYP. EX. TREE PROTECT-IN-PLACE TYP. EX. TREE PROTECT-IN-PLACE TYP. EX. TREE PROTECT-IN-PLACE TYP. EX. TREE PROTECT-IN-PLACE TYP. EXISTING RESIDENTIAL LIM I T O F W O R K IRRIGATION CONSTRUCTION NOTES 1.THE CONTRACTOR SHALL ENSURE THE FUNCTIONALITY/ OPERABILITY OF THE EXISTING IRRIGATION SYSTEM PRIOR TO ANY CONSTRUCTION. WHERE THE NEW IMPROVEMENTS IMPACT THE PERFORMANCE OF THE EXISTING IRRIGATION SYSTEM THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR/ RELOCATE EXISTING NON-PRESSURE LATERAL LINES AND POP-UP SPRAY/ OVERHEAD IRRIGATION. THE MODIFICATION OF THE EXISTING IRRIGATION SYSTEM SHALL BE INSTALLED TO PROVIDE HEAD TO HEAD 100% COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, SIGNS, AND HARDSCAPE. WHERE EXISTING VALVES SERVING TURF IRRIGATION ARE TO REMAIN, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING NEW IRRIGATION HEADS/ ROTORS, NOZZLES, PRESSURE MAINLINE AND NON-PRESSURE LATERAL LINE PIPE TO ENSURE FUNCTIONALITY OF THE SYSTEM. 2.SECURE PERMISSION FROM THE OWNER AND PARK MAINTENANCE STAFF TO SHUT OFF THE IRRIGATION WATER SUPPLY TO PORTIONS OF THE SITE. IN THE EVENT THAT IT IS NECESSARY CONTRACTOR TO PROVIDE HAND WATERING OR ALTERNATIVE METHODS TO IRRIGATE EXISTING PLANTING AREAS SERVED BY THE AFFECTED PORTION OF THE IRRIGATION SYSTEM. 3.CONTRACTOR TO LOCATE AND FIELD VERIFY EXISTING POTABLE WATER BACKFLOW PREVENTER ASSEMBLY FOR EXISTING IRRIGATION SYSTEM AND IRRIGATION SYSTEM IMPROVEMENTS, NOT SHOWN ON PLANS. CONTRACTOR TO VERIFY EXISTING BACKFLOW PREVENTER ASSEMBLIES ARE INSTALLED PER CODE AND REQUIRE NO SERVICE OR REPAIR THAT WOULD PREVENT INSTALLATION OR CONNECTION PER PLAN. ALL IRRIGATION WORK TO BE COORDINATED AND APPROVED BY CITY. 4.CONTRACTOR TO LOCATE AND INTERCEPT EXISTING LATERAL LINE PIPING AND CONNECT NEW LATERAL LINE PIPING TO ENSURE 100% IRRIGATION COVERAGE AT EXISTING TURF AREAS. 5.REPAIR DAMAGE TO EXISTING PLANTING AREA FINISH GRADES CAUSED BY LANDSCAPE CONSTRUCTION OPERATIONS. PROVIDE ADDITIONAL SOIL COMPACTION AS REQUIRED TO REPAIR THE SETTLING OF GRADES TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER. 6.REPLACE AND / OR REPAIR DAMAGE TO EXISTING IRRIGATION SYSTEM CAUSED BY INSTALLATION OF NEW IRRIGATION SYSTEM. 7.CONTRACTOR TO VERIFY AND PROVIDE WRITTEN REPORT TO OWNER THAT EXISTING SYSTEM IS IN PROPER WORKING ORDER REQUIRING NO REPAIRS PRIOR TO CONNECTION OF NEW IMPROVEMENTS. 8.ANY DAMAGE TO LANDSCAPE OR IRRIGATION OUTSIDE THE LIMITS OF WORK SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. IRRIGATION CONSTRUCTION MODIFICATION NOTES 1 LOCATE AND INTERCEPT EXISTING MAIN LINE PIPING AND CONNECT NEW MAIN LINE PIPING - ADAPT NEW PIPING AS REQUIRED FOR PERMANENT CONNECTION - PROTECT IN PLACE EXISTING CONTROLLER WIRES LOCATED WITH MAIN LINE 2 VERIFY EXISTING IRRIGATION VALVE ASSIGNMENTS AND CONNECT NEW ECV TO NEXT AVAILABLE STATION AT EXISTING IRRIGATION CONTROLLER 'C' - INSTALL ADD-A-ZONE MODEL NO. RCO860009 SERIES STATION MULTIPLIER AT NEW VALVE, LOCATE WITHIN VALVE BOX 'C-20' 1.REFER TO SHEET L-700A AND L-700B FOR COMPLETE IRRIGATION LEGEND, NOTES, AND PRESSURE LOSS CALCULATIONS. 2.REFER TO SHEET L-750 FOR IRRIGATION DETAILS. 3.AUTOMATIC LANDSCAPE IRRIGATION EQUIPMENT SHALL BE INSTALLED IN SUCH A WAY THAT IT DOES NOT SPRAY ON THE HARDSCAPE. SYMBOL DESCRIPTION ELECTRIC CONTROL VALVE PRESSURE MAIN LINE - SIZE NOTED NON-PRESSURE LATERAL LINE PIPING - SIZE NOTED L INDICATES PLANT WATER USE CATEGORY (L= LOW, M=MODERATE, H=HIGH, WATER USE). INDICATES PRECIPITATION RATE INDICATES ELECTRIC CONTROL VALVE SIZE INDICATES IRRIGATION SPRINKLER CONTROLLER STATION NUMBER INDICATES FLOW IN GPM FOR ELECTRIC CONTROL VALVE 1"0.6 5.0 VALVE CALLOUT LEGEND EQUIPMENT LEGEND NOTES C-1 EXISTING PRESSURE MAIN LINE PIPING GATE VALVE IRRIGATION PROTECTION LEGEND DESCRIPTION PROTECT IN PLACE IRRIGATION LATERAL LINE AND OVERHEAD SPRAY SPRINKLERS WHERE TRENCHING OCCURS. CONTRACTOR TO REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM AT NO EXPENSE TO THE CITY. SYMBOL EXISTING CALSENSE CONTROLLER 'C'C Q OVERHEAD SPRAY NOZZLES - SEE "SPRAY SPRINKLER LEGEND" SHEET L-700A PROVIDE FOUR SPARE WIRES AND TWO SPARE COMMON WIRES CONTINUOUSLY FROM AUTOMATIC CONTROLLER TO LAST ELECTRIC CONTROL VALVE BOX, FOLLOWING MAIN LINE ROUTE. ALLOW 30-INCH EXPANSION LOOP AT EACH CONTROL VALVE ALONG MAIN LINE ROUTING. THE LOCATIONS FOR SPARE WIRES ARE IDENTIFIED ON DRAWING WITH THE WORDS "PROVIDE SPARE WIRES AT ECV". SPARE WIRE NOTE EXISTING OVERHEAD SPRAY BODIES - PROTECT-IN-PLACE EXISTING NON-PRESSURE LATERAL LINE - PROTECT-IN-PLACE OVERHEAD SPRAY NOZZLE REPLACEMENT ON EXISTING ROTORS - SEE "SPRAY SPRINKLER LEGEND" SHEET L-700A SYMBOL DESCRIPTION BELOW GRADE STORAGE TANK PROTECT-IN-PLACE , TYP. 1 1 RAIN DIVERTER PROTECT-IN-PLACE , TYP. RESTROOM AND SPLASH PAD BUILDING LIMIT O F W O R K EXISTING BALLFIELD LIM I T O F W O R K 0.5 13.5 C-20+ 2"M EXISTING IRRIGATION CONTROLLER 'C' EXISTING IRRIGATION MAIN LINE LOCATION - LOCATION IS DIAGRAMMATIC, SEE "EQUIPMENT LEGEND" THIS SHEET EXISTING VALVE BOX 'C-20' - FIELD VERIFY LOCATION AND INSTALL "ADD-A-ZONE" STATION MULTIPLIER - SEE "IRRIGATION CONSTRUCTION NOTES" #2, THIS SHEET REPLACE NOZZLES AT EXISTING ROTORS TO FACILITATE NEW SPLASH PAD LAYOUT, TYP. ENSURE 100% IRRIGATION COVERAGE AT EXISTING TURF AREAS 2 REPLACE NOZZLES AT EXISTING ROTORS TO FACILITATE NEW SPLASH PAD LAYOUT, TYP. ENSURE 100% IRRIGATION COVERAGE AT EXISTING TURF AREAS EX. IRRIGATION ECV. 22 57 IRRIGATION DETAILS NUMBER DATE INITIALS DESCRIPTION PREPARED UNDER THE SUPERVISION OF: CITY OF SANTA ANA FILE NO.: INSTALLEDAPPROVED CONSTRUCTION COMPLETED: BENCHMARK NO.: SA-253-70 RECOMMENDED FOR CONSTRUCTION: REFERENCES PUBLIC WORKS AGENCY XRCE NO.: ELEV.: 176.00 (2010) REVISIONS SHEET OF BENCHMARK DESCRIPTION: OCS BM SA-253-70 FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PORTOLA PARK SPLASH PADREVIEWED FOR CONSTRUCTABLITY: PRINCIPAL CIVIL ENGINEER DESIGNED: PRINCIPAL CIVIL ENGINEER RCE NO.: ES MM ES LANDSCAPE ARCHITECT DRAWN:CHECKED: PS- 2 5 - 2 4 0 1 GARY VASQUEZ 1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 811 UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 11/26/25 LICENSED LANDSCAPE ARCHITECT SIGNATUREGARY M. VASQUEZ #3883 DATE RENEWAL DATE 02/2027 AINROFILACFOETATS DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com PO R T O L A P A R K S P L A S H P A D PR O J E C T N O . 2 5 - 2 4 0 1 L-750 GATE VALVE 1" = 1'-0" 2" MIN CLR. COMMON BRICK SUPPORTS - 3 REQUIRED 3/4" CRUSHED GRAVEL - 6" DEEP BELOW VALVE AND LEVEL WITH CONTROL NUT LANDSCAPE FABRIC - WRAP SIDES AND BOX BOTTOM - COVER ALL OPENINGS PVC MAIN LINE PIPING PVC PIPE EXTENSION SLEEVE - 6-INCH DIA. - CLASS 200 OR SCHEDULE 40 PVC GATE VALVE - PUSH-ON MECHANICAL JOINT CONNECTIONS 1" IN TURF AND 3" IN PLANTING AREA FINISH GRADE NOTE: 1.INSTALL VALVE BOX AND EXTENSION AS REQUIRED TO POSITION VALVE AT MAIN LINE PIPE DEPTH. BOLT-DOWN ROUND VALVE BOX WITH STAINLESS STEEL HARDWARE - GREEN IN COLOR - HEAT BRAND THE LETTERS 'BV' WITH 2" TALL CHARACTERS 1 P-SA-24.036-21 ELECTRIC CONTROL VALVE N.T.S. SECTION 1" IN TURF AND 3" IN PLANTING AREA FINISH GRADE CONTROL/ COMMON WIRES - COIL 36" MINIMUM LENGTH OF WIRES IN BOX COMMON BRICK SUPPORTS - 4 REQUIRED PVC PIPE TO SPRINKLERS - ANGLE PIPE WITH SPECIFIED DEPTH W/ 45 DEGREE ELBOWS AS REQUIRED LANDSCAPE FABRIC BELOW GRAVEL - WRAP SIDES BOX BOTTOM AND COVER ALL OPENINGS 3/4" CRUSHED GRAVEL BASE - 8" DEPTH SCHEDULE 80 PVC SLIP FITTING - LINE SIZE SCHEDULE 80 PVC T.O.E. (THREADED ONE END) AND SLIP FIT ELL - LINE SIZE SCHEDULE 80 PVC NIPPLE - VALVE SIZE 2" M I N . CL R . PVC MAIN LINE PIPING SCHEDULE 80 PVC SLIP FITTING - LINE SIZE SCHEDULE 80 PVC SLIP FITTING - LINE SIZE CHRISTY'S I.D. TAG - SEQUENCED TO MATCH DRAWINGS WATERPROOF WIRE CONNECTOR - 2 REQUIRED ELECTRIC CONTROL VALVE RECTANGULAR VALVE BOX - BOLT DOWN LOCKING COVER - GREEN IN COLOR - HEAT BRAND VALVE STATION NUMBER ON COVER IN 2" HIGH CHARACTERS 2 P-SA-24.036-22 NOTE: THE ENDS OF THE CONDUIT SHALL REMAIN CAPPED UNTIL THE INSTALLATION OF CABLE SIGNAL CABLE PULL BOX N.T.S. SECTION CURB, WALK OR OTHER HARDSCAPE 12" MIN. FINISH GRADE 2" MI N . 30 " 1" IN TURF AND 3" IN PLANTING AREA SxS COUPLING - UL LISTED SCHEDULE 40 PVC - 4 REQUIRED CABLE CONDUIT - UL LISTED SCHEDULE 40 PVC SWEEP ELL 90 - UL LISTED SCHEDULE 40 PVC 3/4" CRUSHED GRAVEL BASE - 8" DEPTH COMMON BRICK SUPPORTS - 4 REQUIRED LANDSCAPE FABRIC BELOW GRAVEL - WRAP SIDES BOX BOTTOM AND COVER ALL OPENINGS CONDUIT BUSHING - SEAL ENDS W/ SPRAY FOAM BOLT DOWN ROUND VALVE BOX - GREEN IN COLOR - HEAT BRAND THE LETTERS 'PB' ON COVER IN 2" HIGH CHARACTERS PER SPECIFICATIONS PERMANENT IDENTIFICATION BAND SIGNAL CABLE - WITH 24" EXPANSION LOOP 3 P-SA-24.036-23 VALVE BOX LAYOUT N.T.S. PLAN VIEW ROUND VALVE BOX STANDARD RECTANGULAR VALVE BOX, TYP. JUMBO RECTANGULAR VALVE BOX, TYP. TURF EDGE OF CURB, PAVEMENT, FENCE, ETC. NOTES: 1.CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICE OF VALVE. 2.VALVE BOXES INSTALLED ONLY WHERE PERMITTED. 3.SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO THE EDGE. 4.AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT DEFORMATION/ COLLAPSE OF VALVE BOX BASES. 24 " 24 " 24 " 24 " 18" 4 P-SA-24.036-24 3M "DBR/Y-6" WIRE CONNECTOR N.T.S. STRIP WIRE INSULATION FROM ENDS PER MFR. INSERT WIRE ENDS INTO THE CONNECTOR AND TWIST IN A CLOCKWISE DIRECTION UNTIL SECURE INSERT CONNECTOR INTO INSULATOR TUBE AND PUSH UNTIL IT SNAPS IN PLACE AT THE BASE POSITION WIRES IN WIRE CHANNEL SNAP INSULATOR TUBE COVER CLOSED 5 P-SA-24.036-25 POP-UP SPRINKLER N.T.S. SECTION PLAN VIEW POP-UP SPRAY HEAD OR ROTOR 1/2" IN TURF 2" IN PLANTING AREA FINISH GRADE 24" IN TURF AND PLANTING AREA 12" FROM VERTICAL SURFACES ADJACENT PAVING EDGE OR CURB POP-UP SPRAY HEAD OR ROTOR SCHEDULE 40 PVC STREET ELL - TYPICAL SCHEDULE 40 PVC TxT ELL LATERAL LINE PIPING AND FITTING LATERAL LINE PIPING AND FITTING SCHEDULE 40 PVC STREET ELL - TYPICAL SCHEDULE 80 PVC NIPPLE - 6" MINIMUM AND 12" MAXIMUM LENGTH LATERAL LINE PIPING AND FITTING SCHEDULE 40 PVC TxT ELL SCHEDULE 80 PVC SHORT NIPPLE NOTE: 1.USE TEFLON TAPE ON ALL THREADED FITTINGS. 6 P-SA-24.036-26 PIPE INSTALLATION N.T.S. SECTION 6" CLR. 6"6"6" 12 " M I N . CURB, PAVING OR WALL - TYPICALFINISH GRADE CLEAN COMPACTED BACKFILL - SEE SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS UNDISTURBED SOIL PRESSURE MAIN LINE PIPING CONTROL WIRES - BUNDLE AND TAPE EVERY 10 LINEAR-FEET - INSTALL ADJACENT TO PRESSURE MAINLINE PIPING FLOW SENSOR SIGNAL CABLE CONDUIT PROVIDE 2" DEPTH OF CLEAN BACKFILL BELOW PIPING - TYPICAL 18" MIN. FOR PIPE SIZE 2-1/2" AND SMALLER 24" MIN. FOR PIPE SIZE 3" AND LARGER NON-PRESSURE LATERAL LINE PIPING PROVIDE 2" DEPTH OF CLEAN BACKFILL BELOW PIPING - TYPICAL 7 P-SA-24.036-27 23 57 Structural Calculation of Restroom/Splash Pad Building Portola Park Santa Ana, California April 29, 2025 Shehzad Khaliq & Associates, Inc. Structural Engineers 3456 Golden Poppy Way Yorba Linda, California 92886 TABLE OF CONTENT: Description: Page No Design Criteria 1 Loads 3 Gravity Analysis: 4 Lateral Analysis : Seismic 20 Cantilever Wall Design 23 Lateral Design of diaphragm and Column 53 Column Design 55 CMU Wall Lateral Design 58 Structural Design Criteria SCOPE OF WORK Addition of splash pad and retrofit of the existing Rest room. The existing CMU walls are reinforced with Shotcrete walls to act as cantilever walls as the existing roof structure is not tied with the CMU block to properly accommodate the out- plane forces. The new walls are also designed as Cantilever walls supporting the roof structure. Code: California Building Code 2022 as the basis of design. Live Loads: Roof = 16 psf Structural System: Vertical Load Carrying System Roof: Wood framed with Plywood diaphragm Lateral Load Carrying System Ordinary Steel Cant Column Embedded in Masonry walls. R =1.25. A. Wind Loads: As Per the CBC 2022. WIND CRITERIA 1. Design Factors: Basic Wind Gust Speed: 95 MPH Exposure Type: Type C Importance Factor: I = 1 B. Seismic Loads: As Per the 2022 CBC, Seismic Design Criteria. 1. Design Factors: Seismic Category D Site Class D Ss = 1.312 Sl = 0.468 D. Additional Design Parameters: 1. Load Combinations: Per the ASCE 7-16 pg001 pg002 2. Story Drift limitation: Per the ASCE 7-16 IV. Material Properties A. Concrete and Masonry: All new structural concrete mixes shall be Type II or Type V cement. All structural concrete shall have a minimum compressive strength at 28 days as follows: 1. Foundation and Grade Beams f’c = 3,000 psi 2. Slab on grade f’c = 2,500 psi 3. Shotcrete fc’=5,000 psi B. Masonry: 1. Block ASTM C90 2. Cement (Low Alkali, Type I or II): ASTM C150 3. Grout: ASTM C476 (f’m = 1500) C. Reinforcement: 1. Typical Reinforcement: ASTM A615M, Grade 60 (fy = 60 ksi) ASTM A706M, Grade 60 (fy = 60 ksi) Welded pg003 DL Slope / Ft. FLAT (psf) Roofing 3 PLY 4.0 plywood 5/8" 2.5 Framing 2x10 4.0 Insulation 0.0 Finish 0.0 Mech. & Elect. [] 1.0 Sprinkler [] 1.0 Solar 0.0 Misc 2.5 Dead Load (psf)15.0 Live Load (psf)20.0 Total Load (psf)35.0 Building Loads and Weights Roof pg004 0 0; v ~ / C ) <; : s '; , . ''. 1 I 0 ~ :: : : I j ~ ' @, 1 i (N ) 2x 1 0 R. R . g 16 " 0. C . - ~ ~ ( v ~ - - 7 f 4 + - - ~ ~ ' .-i . 1 \ / / / 71 ! u ff i I 0 . 2: i l O ~ _J I @ j' . : : z a: : ~, a: : "E ' 0 ' r V • . , , . L , L1 ,k ~7 " 1 vv A L ~5 " ( L - ) 4. X 1 i l \I . . . , I \. , - - - - IL " __ _ ', / : '. I I # - - .• .L . . . , _ .- · • . . ,. _ · ~ . • (N ) 2x 1 0 R. R . @ 16 " 0.C. -, @ !! I ~- r - i + - - : : _ j _ j z t : : : : : : ; 7 - : 3 b p ~~ 6 x 1 0 _ -- , [ E z : - C C ~ 3 I I, ~ < J , I , ~ :: j c 0 ~ <O t? . 3 > N I ff s s 3, t 3 - t ' 1 / 1 6 1 { ~ - I =l i e : ' ' ' ' ' ' ' ;: J (N ) 6 X 1 O ~ -2 - - - / (N ) 6X 1 0 - } ? \ 7 L OF F S E T HW HG R / 6 \ / TY P @ EX T E R I O R ~ (l ' y p ) f , r pg005 l I -,d I 'L. - \ 1"' \nL _ I l t) I L.. , o t) -1t r111 . ' , - t I D rOI t • 1'7 I 1 .. ' "'" ,, - ; pg006 Wood Beam LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:B1 Project File: santa ana portola.ec6 Project Title: Engineer: CODE REFERENCES Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-22 / IBC 2024 (L<=100psf) 6x10 Span = 10.0 ft 1 2 D(0.026) Lr(0.03) .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.0260, Lr = 0.030 , Tributary Width = 1.0 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.081: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 5.000 ft 6.81 psi= = 1,250.00 psi 6x10Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 6x10 Maximum Shear Stress Ratio 0.030 : 1 0.000 ft= = 101.54 psi Maximum Deflection 11807 <360 6325 Ratio =0 <180 Max Downward Transient Deflection 0.010 in 0 Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.019 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 10.0 ft 1 0.052 0.020 0.90 1.000 1.001.00 1.00 0.33 47.1 900.0 0.11 162.03.21.00 1.00+D+Lr 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 10.0 ft 1 0.081 0.030 1.25 1.000 1.001.00 1.00 0.70 101.5 1,250.0 0.24 225.06.81.00 1.00+D+0.750Lr 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 10.0 ft 1 0.070 0.026 1.25 1.000 1.001.00 1.00 0.61 87.9 1,250.0 0.21 225.05.91.00 1.00+0.60D 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 10.0 ft 1 0.018 0.007 1.60 1.000 1.001.00 1.00 0.20 28.3 1,600.0 0.07 288.01.91.00 . pg007 Wood Beam LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:B1 Project File: santa ana portola.ec6 Project Title: Engineer: LocationLoad CombinationMax.LocationLoad CombinationSpan Max. Overall Maximum Deflections "-" Defl in Span in Span"+" Defl +D+Lr1 5.036 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.280 0.280 Max Upward from Load Combinations 0.280 0.280 Max Upward from Load Cases 0.150 0.150 D Only 0.130 0.130 +D+Lr 0.280 0.280 +D+0.750Lr 0.243 0.243 +0.60D 0.078 0.078 Lr Only 0.150 0.150 pg008 Wood Beam LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:B2 Project File: santa ana portola.ec6 Project Title: Engineer: CODE REFERENCES Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-22 / IBC 2024 (L<=100psf) 6x10 Span = 13.0 ft 1 2 D(0.026) Lr(0.03) .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.0260, Lr = 0.030 , Tributary Width = 1.0 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.137: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 6.500 ft 9.23 psi= = 1,250.00 psi 6x10Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 6x10 Maximum Shear Stress Ratio 0.041 : 1 12.241 ft= = 171.60 psi Maximum Deflection 5374 <360 2879 Ratio =0 <180 Max Downward Transient Deflection 0.029 in 0 Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.054 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 13.0 ft 1 0.089 0.026 0.90 1.000 1.001.00 1.00 0.55 79.7 900.0 0.15 162.04.31.00 1.00+D+Lr 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.137 0.041 1.25 1.000 1.001.00 1.00 1.18 171.6 1,250.0 0.32 225.09.21.00 1.00+D+0.750Lr 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.119 0.036 1.25 1.000 1.001.00 1.00 1.02 148.6 1,250.0 0.28 225.08.01.00 1.00+0.60D 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.030 0.009 1.60 1.000 1.001.00 1.00 0.33 47.8 1,600.0 0.09 288.02.61.00 . pg009 Wood Beam LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:B2 Project File: santa ana portola.ec6 Project Title: Engineer: LocationLoad CombinationMax.LocationLoad CombinationSpan Max. Overall Maximum Deflections "-" Defl in Span in Span"+" Defl +D+Lr1 6.547 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.364 0.364 Max Upward from Load Combinations 0.364 0.364 Max Upward from Load Cases 0.195 0.195 D Only 0.169 0.169 +D+Lr 0.364 0.364 +D+0.750Lr 0.315 0.315 +0.60D 0.101 0.101 Lr Only 0.195 0.195 pg010 Wood Beam LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:B3 Project File: santa ana portola.ec6 Project Title: Engineer: CODE REFERENCES Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-22 / IBC 2024 (L<=100psf) 6x10 Span = 13.0 ft 6x10 Span = 3.0 ft 1 2 3 D(0.3) Lr(0.352)D(0.026) Lr(0.03)D(0.026) Lr(0.03) .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load for Span Number 1 Uniform Load : D = 0.0260, Lr = 0.030 , Tributary Width = 1.0 ft Load for Span Number 2 Uniform Load : D = 0.0260, Lr = 0.030 , Tributary Width = 1.0 ft Point Load : D = 0.30, Lr = 0.3520 k @ 3.0 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.256: 1 Load Combination +D+Lr+H, LL Comb Run (LL) Span # where maximum occurs Span # 1 Location of maximum on span 13.000 ft 22.27 psi= = 1,250.00 psi 6x10Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr+H, LL Comb Run (LL) = = = 225.00 psi== Section used for this span 6x10 Maximum Shear Stress Ratio 0.099 : 1 13.000 ft= = 320.27 psi Maximum Deflection 1468 >=360 994 Ratio =4068 >=180 Max Downward Transient Deflection 0.049 in 3378 Ratio =>=360 Max Upward Transient Deflection -0.021 in Ratio = Max Downward Total Deflection 0.072 in Ratio =>=180 Max Upward Total Deflection -0.038 in fb: Actual F'b fv: Actual F'v Span: 2 : Lr Only, LL Comb Run (*L) Span: 2 : Lr Only, LL Comb Run (L*) Span: 2 : +D+Lr+H, LL Comb Run (*L) Span: 1 : +D+Lr+H, LL Comb Run (*L) .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu +D+H 0.0 0.00 0.00.0 Length = 13.0 ft 1 0.164 0.063 0.90 1.000 1.001.00 1.00 1.02 147.5 900.0 0.36 162.010.3 Length = 3.0 ft 2 0.164 0.063 0.90 1.000 1.001.00 1.00 1.02 147.5 900.0 0.36 162.010.3 +D+L+H, LL Comb Run (*L)0.00.0 Length = 13.0 ft 1 0.148 0.057 1.00 1.000 1.001.00 1.00 1.02 147.5 1,000.0 0.36 180.010.3 pg011 Wood Beam LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:B3 Project File: santa ana portola.ec6 Project Title: Engineer: Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00Length = 3.0 ft 2 0.148 0.057 1.00 1.000 1.001.00 1.00 1.02 147.5 1,000.0 0.36 180.010.3 +D+L+H, LL Comb Run (L*)0.00.0 Length = 13.0 ft 1 0.148 0.057 1.00 1.000 1.001.00 1.00 1.02 147.5 1,000.0 0.36 180.010.3 Length = 3.0 ft 2 0.148 0.057 1.00 1.000 1.001.00 1.00 1.02 147.5 1,000.0 0.36 180.010.3 +D+L+H, LL Comb Run (LL)0.00.0 Length = 13.0 ft 1 0.148 0.057 1.00 1.000 1.001.00 1.00 1.02 147.5 1,000.0 0.36 180.010.3 Length = 3.0 ft 2 0.148 0.057 1.00 1.000 1.001.00 1.00 1.02 147.5 1,000.0 0.36 180.010.3 +D+Lr+H, LL Comb Run (*L)0.00.0 Length = 13.0 ft 1 0.256 0.099 1.25 1.000 1.001.00 1.00 2.21 320.3 1,250.0 0.78 225.022.3 Length = 3.0 ft 2 0.256 0.099 1.25 1.000 1.001.00 1.00 2.21 320.3 1,250.0 0.78 225.022.3 +D+Lr+H, LL Comb Run (L*)0.00.0 Length = 13.0 ft 1 0.118 0.051 1.25 1.000 1.001.00 1.00 1.02 147.5 1,250.0 0.40 225.011.5 Length = 3.0 ft 2 0.118 0.046 1.25 1.000 1.001.00 1.00 1.02 147.5 1,250.0 0.36 225.010.3 +D+Lr+H, LL Comb Run (LL)0.00.0 Length = 13.0 ft 1 0.256 0.099 1.25 1.000 1.001.00 1.00 2.21 320.3 1,250.0 0.78 225.022.3 Length = 3.0 ft 2 0.256 0.099 1.25 1.000 1.001.00 1.00 2.21 320.3 1,250.0 0.78 225.022.3 +D+0.70S+H 0.00.0 Length = 13.0 ft 1 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3 Length = 3.0 ft 2 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3 +D+0.750Lr+0.750L+H, LL Comb Run (*L)0.00.0 Length = 13.0 ft 1 0.222 0.086 1.25 1.000 1.001.00 1.00 1.91 277.1 1,250.0 0.67 225.019.3 Length = 3.0 ft 2 0.222 0.086 1.25 1.000 1.001.00 1.00 1.91 277.1 1,250.0 0.67 225.019.3 +D+0.750Lr+0.750L+H, LL Comb Run (L*)0.00.0 Length = 13.0 ft 1 0.118 0.046 1.25 1.000 1.001.00 1.00 1.02 147.5 1,250.0 0.36 225.010.3 Length = 3.0 ft 2 0.118 0.046 1.25 1.000 1.001.00 1.00 1.02 147.5 1,250.0 0.36 225.010.3 +D+0.750Lr+0.750L+H, LL Comb Run (LL)0.00.0 Length = 13.0 ft 1 0.222 0.086 1.25 1.000 1.001.00 1.00 1.91 277.1 1,250.0 0.67 225.019.3 Length = 3.0 ft 2 0.222 0.086 1.25 1.000 1.001.00 1.00 1.91 277.1 1,250.0 0.67 225.019.3 +D+0.750L+0.5250S+H, LL Comb Run (*L)0.00.0 Length = 13.0 ft 1 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3 Length = 3.0 ft 2 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3 +D+0.750L+0.5250S+H, LL Comb Run (L*)0.00.0 Length = 13.0 ft 1 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3 Length = 3.0 ft 2 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3 +D+0.750L+0.5250S+H, LL Comb Run (LL)0.00.0 Length = 13.0 ft 1 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3 Length = 3.0 ft 2 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3 +D+0.60W+H 0.00.0 Length = 13.0 ft 1 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 Length = 3.0 ft 2 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 +D+0.750Lr+0.750L+0.450W+H, LL Comb Run (*L)0.00.0 Length = 13.0 ft 1 0.173 0.067 1.60 1.000 1.001.00 1.00 1.91 277.1 1,600.0 0.67 288.019.3 Length = 3.0 ft 2 0.173 0.067 1.60 1.000 1.001.00 1.00 1.91 277.1 1,600.0 0.67 288.019.3 +D+0.750Lr+0.750L+0.450W+H, LL Comb Run (L*)0.00.0 Length = 13.0 ft 1 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 Length = 3.0 ft 2 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 +D+0.750Lr+0.750L+0.450W+H, LL Comb Run (LL)0.00.0 pg012 Wood Beam LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:B3 Project File: santa ana portola.ec6 Project Title: Engineer: Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00Length = 13.0 ft 1 0.173 0.067 1.60 1.000 1.001.00 1.00 1.91 277.1 1,600.0 0.67 288.019.3 Length = 3.0 ft 2 0.173 0.067 1.60 1.000 1.001.00 1.00 1.91 277.1 1,600.0 0.67 288.019.3 +D+0.750L+0.5250S+0.450W+H, LL Comb Run (*L)0.00.0 Length = 13.0 ft 1 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 Length = 3.0 ft 2 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 +D+0.750L+0.5250S+0.450W+H, LL Comb Run (L*)0.00.0 Length = 13.0 ft 1 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 Length = 3.0 ft 2 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 +D+0.750L+0.5250S+0.450W+H, LL Comb Run (LL)0.00.0 Length = 13.0 ft 1 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 Length = 3.0 ft 2 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 +0.60D+0.60W+0.60H 0.00.0 Length = 13.0 ft 1 0.055 0.021 1.60 1.000 1.001.00 1.00 0.61 88.5 1,600.0 0.21 288.06.2 Length = 3.0 ft 2 0.055 0.021 1.60 1.000 1.001.00 1.00 0.61 88.5 1,600.0 0.21 288.06.2 +D+0.70E+H 0.00.0 Length = 13.0 ft 1 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 Length = 3.0 ft 2 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 +D+0.750L+0.10S+0.5250E+H, LL Comb Run (*L)0.00.0 Length = 13.0 ft 1 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 Length = 3.0 ft 2 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 +D+0.750L+0.10S+0.5250E+H, LL Comb Run (L*)0.00.0 Length = 13.0 ft 1 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 Length = 3.0 ft 2 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 +D+0.750L+0.10S+0.5250E+H, LL Comb Run (LL)0.00.0 Length = 13.0 ft 1 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 Length = 3.0 ft 2 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3 +0.60D+0.70E+0.60H 0.00.0 Length = 13.0 ft 1 0.055 0.021 1.60 1.000 1.001.00 1.00 0.61 88.5 1,600.0 0.21 288.06.2 Length = 3.0 ft 2 0.055 0.021 1.60 1.000 1.001.00 1.00 0.61 88.5 1,600.0 0.21 288.06.2 . LocationLoad CombinationMax.LocationLoad CombinationSpan Max. Overall Maximum Deflections "-" Defl in Span in Span"+" Defl +D+Lr+H, LL Comb Run (*L)+D+Lr+H, LL Comb Run (L*)1 3.849 -0.0383 8.207 2 3.000 0.0000 8.207 . Load Combination Support 1 Support 2 Support 3 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.286 1.354 Max Upward from Load Combinations 0.286 1.354 Max Upward from Load Cases 0.195 0.729 Max Downward from all Load Conditions (Resisting Uplift)-0.092 Max Downward from Load Combinations (Resisting Uplift)-0.001 Max Downward from Load Cases (Resisting Uplift)-0.092 +D+H 0.091 0.625 +D+L+H, LL Comb Run (*L)0.091 0.625 +D+L+H, LL Comb Run (L*)0.091 0.625 +D+L+H, LL Comb Run (LL)0.091 0.625 +D+Lr+H, LL Comb Run (*L)-0.001 1.159 +D+Lr+H, LL Comb Run (L*)0.286 0.820 +D+Lr+H, LL Comb Run (LL)0.194 1.354 +D+0.70S+H 0.091 0.625 pg013 Wood Beam LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:B3 Project File: santa ana portola.ec6 Project Title: Engineer: Load Combination Support 1 Support 2 Support 3 Vertical Reactions Support notation : Far left is #1 Values in KIPS +D+0.750Lr+0.750L+H, LL Comb Run (*L)0.022 1.025 +D+0.750Lr+0.750L+H, LL Comb Run (L*)0.237 0.771 +D+0.750Lr+0.750L+H, LL Comb Run (LL)0.168 1.172 +D+0.750L+0.5250S+H, LL Comb Run (*L)0.091 0.625 +D+0.750L+0.5250S+H, LL Comb Run (L*)0.091 0.625 +D+0.750L+0.5250S+H, LL Comb Run (LL)0.091 0.625 +D+0.60W+H 0.091 0.625 +D+0.750Lr+0.750L+0.450W+H, LL Comb Run (*L)0.022 1.025 +D+0.750Lr+0.750L+0.450W+H, LL Comb Run (L*)0.237 0.771 +D+0.750Lr+0.750L+0.450W+H, LL Comb Run (LL)0.168 1.172 +D+0.750L+0.5250S+0.450W+H, LL Comb Run (*L)0.091 0.625 +D+0.750L+0.5250S+0.450W+H, LL Comb Run (L*)0.091 0.625 +D+0.750L+0.5250S+0.450W+H, LL Comb Run (LL)0.091 0.625 +0.60D+0.60W+0.60H 0.054 0.375 +D+0.70E+H 0.091 0.625 +D+0.750L+0.10S+0.5250E+H, LL Comb Run (*L)0.091 0.625 +D+0.750L+0.10S+0.5250E+H, LL Comb Run (L*)0.091 0.625 +D+0.750L+0.10S+0.5250E+H, LL Comb Run (LL)0.091 0.625 +0.60D+0.70E+0.60H 0.054 0.375 D Only 0.091 0.625 Lr Only, LL Comb Run (*L)-0.092 0.534 Lr Only, LL Comb Run (L*)0.195 0.195 Lr Only, LL Comb Run (LL)0.103 0.729 H Only pg014 Wood Beam LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:B4 Project File: santa ana portola.ec6 Project Title: Engineer: CODE REFERENCES Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-22 / IBC 2024 (L<=100psf) 6x10 Span = 13.0 ft 6x10 Span = 4.50 ft 1 2 3 D(0.34) Lr(0.4) D(0.026) Lr(0.03)D(0.026) Lr(0.03) .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load for Span Number 1 Uniform Load : D = 0.0260, Lr = 0.030 , Tributary Width = 1.0 ft Load for Span Number 2 Uniform Load : D = 0.0260, Lr = 0.030 , Tributary Width = 1.0 ft Point Load : D = 0.340, Lr = 0.40 k @ 4.50 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.452: 1 Load Combination +D+Lr+H, LL Comb Run (LL) Span # where maximum occurs Span # 1 Location of maximum on span 13.000 ft 27.23 psi= = 1,250.00 psi 6x10Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr+H, LL Comb Run (*L) = = = 225.00 psi== Section used for this span 6x10 Maximum Shear Stress Ratio 0.121 : 1 13.000 ft= = 565.27 psi Maximum Deflection 762 >=360 460 Ratio =1818 >=180 Max Downward Transient Deflection 0.141 in 2625 Ratio =>=360 Max Upward Transient Deflection -0.059 in Ratio = Max Downward Total Deflection 0.234 in Ratio =>=180 Max Upward Total Deflection -0.086 in fb: Actual F'b fv: Actual F'v Span: 2 : Lr Only, LL Comb Run (*L) Span: 1 : Lr Only, LL Comb Run (*L) Span: 2 : +D+Lr+H, LL Comb Run (*L) Span: 1 : +D+Lr+H, LL Comb Run (*L) .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu +D+H 0.0 0.00 0.00.0 1.00Length = 13.0 ft 1 0.289 0.077 0.90 1.000 1.001.00 1.00 1.79 260.1 900.0 0.44 162.012.51.00 1.00Length = 4.50 ft 2 0.289 0.077 0.90 1.000 1.001.00 1.00 1.79 260.1 900.0 0.44 162.012.51.00 1.00+D+L+H, LL Comb Run (*L)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.260 0.070 1.00 1.000 1.001.00 1.00 1.79 260.1 1,000.0 0.44 180.012.51.00 pg015 Wood Beam LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:B4 Project File: santa ana portola.ec6 Project Title: Engineer: Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00Length = 4.50 ft 2 0.260 0.070 1.00 1.000 1.001.00 1.00 1.79 260.1 1,000.0 0.44 180.012.51.00 1.00+D+L+H, LL Comb Run (L*)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.260 0.070 1.00 1.000 1.001.00 1.00 1.79 260.1 1,000.0 0.44 180.012.51.00 1.00Length = 4.50 ft 2 0.260 0.070 1.00 1.000 1.001.00 1.00 1.79 260.1 1,000.0 0.44 180.012.51.00 1.00+D+L+H, LL Comb Run (LL)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.260 0.070 1.00 1.000 1.001.00 1.00 1.79 260.1 1,000.0 0.44 180.012.51.00 1.00Length = 4.50 ft 2 0.260 0.070 1.00 1.000 1.001.00 1.00 1.79 260.1 1,000.0 0.44 180.012.51.00 1.00+D+Lr+H, LL Comb Run (*L)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.452 0.121 1.25 1.000 1.001.00 1.00 3.90 565.3 1,250.0 0.95 225.027.21.00 1.00Length = 4.50 ft 2 0.452 0.121 1.25 1.000 1.001.00 1.00 3.90 565.3 1,250.0 0.95 225.027.21.00 1.00+D+Lr+H, LL Comb Run (L*)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.208 0.059 1.25 1.000 1.001.00 1.00 1.79 260.1 1,250.0 0.46 225.013.21.00 1.00Length = 4.50 ft 2 0.208 0.056 1.25 1.000 1.001.00 1.00 1.79 260.1 1,250.0 0.44 225.012.51.00 1.00+D+Lr+H, LL Comb Run (LL)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.452 0.121 1.25 1.000 1.001.00 1.00 3.90 565.3 1,250.0 0.95 225.027.21.00 1.00Length = 4.50 ft 2 0.452 0.121 1.25 1.000 1.001.00 1.00 3.90 565.3 1,250.0 0.95 225.027.21.00 1.00+D+0.70S+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00 1.00Length = 4.50 ft 2 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00 1.00+D+0.750Lr+0.750L+H, LL Comb Run (*L)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.391 0.105 1.25 1.000 1.001.00 1.00 3.37 489.0 1,250.0 0.82 225.023.61.00 1.00Length = 4.50 ft 2 0.391 0.105 1.25 1.000 1.001.00 1.00 3.37 489.0 1,250.0 0.82 225.023.61.00 1.00+D+0.750Lr+0.750L+H, LL Comb Run (L*)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.208 0.056 1.25 1.000 1.001.00 1.00 1.79 260.1 1,250.0 0.44 225.012.51.00 1.00Length = 4.50 ft 2 0.208 0.056 1.25 1.000 1.001.00 1.00 1.79 260.1 1,250.0 0.44 225.012.51.00 1.00+D+0.750Lr+0.750L+H, LL Comb Run (LL)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.391 0.105 1.25 1.000 1.001.00 1.00 3.37 489.0 1,250.0 0.82 225.023.61.00 1.00Length = 4.50 ft 2 0.391 0.105 1.25 1.000 1.001.00 1.00 3.37 489.0 1,250.0 0.82 225.023.61.00 1.00+D+0.750L+0.5250S+H, LL Comb Run (*L)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00 1.00Length = 4.50 ft 2 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00 1.00+D+0.750L+0.5250S+H, LL Comb Run (L*)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00 1.00Length = 4.50 ft 2 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00 1.00+D+0.750L+0.5250S+H, LL Comb Run (LL)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00 1.00Length = 4.50 ft 2 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00 1.00+D+0.60W+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00Length = 4.50 ft 2 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (*L)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.306 0.082 1.60 1.000 1.001.00 1.00 3.37 489.0 1,600.0 0.82 288.023.61.00 1.00Length = 4.50 ft 2 0.306 0.082 1.60 1.000 1.001.00 1.00 3.37 489.0 1,600.0 0.82 288.023.61.00 1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (L*)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00Length = 4.50 ft 2 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (LL)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 pg016 Wood Beam LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:B4 Project File: santa ana portola.ec6 Project Title: Engineer: Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00Length = 13.0 ft 1 0.306 0.082 1.60 1.000 1.001.00 1.00 3.37 489.0 1,600.0 0.82 288.023.61.00 1.00Length = 4.50 ft 2 0.306 0.082 1.60 1.000 1.001.00 1.00 3.37 489.0 1,600.0 0.82 288.023.61.00 1.00+D+0.750L+0.5250S+0.450W+H, LL Comb Run (*L)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00Length = 4.50 ft 2 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00+D+0.750L+0.5250S+0.450W+H, LL Comb Run (L*)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00Length = 4.50 ft 2 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00+D+0.750L+0.5250S+0.450W+H, LL Comb Run (LL)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00Length = 4.50 ft 2 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00+0.60D+0.60W+0.60H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.098 0.026 1.60 1.000 1.001.00 1.00 1.08 156.1 1,600.0 0.26 288.07.51.00 1.00Length = 4.50 ft 2 0.098 0.026 1.60 1.000 1.001.00 1.00 1.08 156.1 1,600.0 0.26 288.07.51.00 1.00+D+0.70E+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00Length = 4.50 ft 2 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00+D+0.750L+0.10S+0.5250E+H, LL Comb Run (*L)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00Length = 4.50 ft 2 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00+D+0.750L+0.10S+0.5250E+H, LL Comb Run (L*)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00Length = 4.50 ft 2 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00+D+0.750L+0.10S+0.5250E+H, LL Comb Run (LL)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00Length = 4.50 ft 2 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00 1.00+0.60D+0.70E+0.60H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 13.0 ft 1 0.098 0.026 1.60 1.000 1.001.00 1.00 1.08 156.1 1,600.0 0.26 288.07.51.00 1.00Length = 4.50 ft 2 0.098 0.026 1.60 1.000 1.001.00 1.00 1.08 156.1 1,600.0 0.26 288.07.51.00 . LocationLoad CombinationMax.LocationLoad CombinationSpan Max. Overall Maximum Deflections "-" Defl in Span in Span"+" Defl +D+Lr+H, LL Comb Run (*L)1 0.000 -0.0858 7.844 2 4.500 0.0000 7.844 . Load Combination Support 1 Support 2 Support 3 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.226 1.656 Max Upward from Load Combinations 0.226 1.656 Max Upward from Load Cases 0.195 0.892 Max Downward from all Load Conditions (Resisting Uplift)-0.162 Max Downward from Load Combinations (Resisting Uplift)-0.131 Max Downward from Load Cases (Resisting Uplift)-0.162 +D+H 0.031 0.764 +D+L+H, LL Comb Run (*L)0.031 0.764 +D+L+H, LL Comb Run (L*)0.031 0.764 +D+L+H, LL Comb Run (LL)0.031 0.764 +D+Lr+H, LL Comb Run (*L)-0.131 1.461 +D+Lr+H, LL Comb Run (L*)0.226 0.959 +D+Lr+H, LL Comb Run (LL)0.064 1.656 +D+0.70S+H 0.031 0.764 pg017 Wood Beam LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:B4 Project File: santa ana portola.ec6 Project Title: Engineer: Load Combination Support 1 Support 2 Support 3 Vertical Reactions Support notation : Far left is #1 Values in KIPS +D+0.750Lr+0.750L+H, LL Comb Run (*L)-0.090 1.287 +D+0.750Lr+0.750L+H, LL Comb Run (L*)0.177 0.910 +D+0.750Lr+0.750L+H, LL Comb Run (LL)0.056 1.433 +D+0.750L+0.5250S+H, LL Comb Run (*L)0.031 0.764 +D+0.750L+0.5250S+H, LL Comb Run (L*)0.031 0.764 +D+0.750L+0.5250S+H, LL Comb Run (LL)0.031 0.764 +D+0.60W+H 0.031 0.764 +D+0.750Lr+0.750L+0.450W+H, LL Comb Run (*L)-0.090 1.287 +D+0.750Lr+0.750L+0.450W+H, LL Comb Run (L*)0.177 0.910 +D+0.750Lr+0.750L+0.450W+H, LL Comb Run (LL)0.056 1.433 +D+0.750L+0.5250S+0.450W+H, LL Comb Run (*L)0.031 0.764 +D+0.750L+0.5250S+0.450W+H, LL Comb Run (L*)0.031 0.764 +D+0.750L+0.5250S+0.450W+H, LL Comb Run (LL)0.031 0.764 +0.60D+0.60W+0.60H 0.019 0.458 +D+0.70E+H 0.031 0.764 +D+0.750L+0.10S+0.5250E+H, LL Comb Run (*L)0.031 0.764 +D+0.750L+0.10S+0.5250E+H, LL Comb Run (L*)0.031 0.764 +D+0.750L+0.10S+0.5250E+H, LL Comb Run (LL)0.031 0.764 +0.60D+0.70E+0.60H 0.019 0.458 D Only 0.031 0.764 Lr Only, LL Comb Run (*L)-0.162 0.697 Lr Only, LL Comb Run (L*)0.195 0.195 Lr Only, LL Comb Run (LL)0.033 0.892 H Only pg018 Wood Beam LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:B5 Project File: santa ana portola.ec6 Project Title: Engineer: CODE REFERENCES Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-22 / IBC 2024 (L<=100psf) 6x10 Span = 11.0 ft 1 2 D(0.12) Lr(0.4)D(0.026) Lr(0.03) .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.0260, Lr = 0.030 , Tributary Width = 1.0 ft Point Load : D = 0.120, Lr = 0.40 k @ 1.0 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.131: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 4.657 ft 21.19 psi= = 1,250.00 psi 6x10Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 6x10 Maximum Shear Stress Ratio 0.094 : 1 0.000 ft= = 163.47 psi Maximum Deflection 5802 <360 3475 Ratio =0 <180 Max Downward Transient Deflection 0.023 in 0 Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.038 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 Length = 11.0 ft 1 0.073 0.041 0.90 1.000 1.001.00 1.00 0.46 66.1 900.0 0.23 162.06.7 +D+Lr 0.00.0 Length = 11.0 ft 1 0.131 0.094 1.25 1.000 1.001.00 1.00 1.13 163.5 1,250.0 0.74 225.021.2 +D+0.750Lr 0.00.0 Length = 11.0 ft 1 0.111 0.078 1.25 1.000 1.001.00 1.00 0.96 139.0 1,250.0 0.61 225.017.6 +0.60D 0.00.0 Length = 11.0 ft 1 0.025 0.014 1.60 1.000 1.001.00 1.00 0.27 39.6 1,600.0 0.14 288.04.0 . pg019 Wood Beam LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:B5 Project File: santa ana portola.ec6 Project Title: Engineer: LocationLoad CombinationMax.LocationLoad CombinationSpan Max. Overall Maximum Deflections "-" Defl in Span in Span"+" Defl +D+Lr1 5.299 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.781 0.355 Max Upward from Load Combinations 0.781 0.355 Max Upward from Load Cases 0.529 0.201 D Only 0.252 0.154 +D+Lr 0.781 0.355 +D+0.750Lr 0.649 0.305 +0.60D 0.151 0.092 Lr Only 0.529 0.201 pg020 ASCE Hazards Report Address: Portola Park Santa Ana, California Standard:ASCE/SEI 7-16 Latitude:33.763436 Risk Category:II Longitude:-117.847969 Soil Class:D - Default (see Section 11.4.3) Elevation:171.53639103378376 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Sun Apr 13 2025 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Sun Apr 13 2025pg021 SS : 1.312 S1 : 0.468 F a : 1.2 F v : N/A SMS : 1.574 SM1 : N/A SDS : 1.05 SD1 : N/A T L : 8 PGA : 0.55 PGA M : 0.66 F PGA : 1.2 Ie : 1 C v : 1.362 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Sun Apr 13 2025 Page 2 of 3https://ascehazardtool.org/Sun Apr 13 2025pg022 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. 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Page 3 of 3https://ascehazardtool.org/Sun Apr 13 2025pg023 -- r: l+F: i-_1., ,~, ~i t,,t l '.ol\j L.,f t::: , .. , ~ jf ~ /Tod l..t.,( <'.,-... -~ • c::, S· --.. ,,.. ~ ~-r, 'ti _t)I ,z.., '~\ ~ i...._!' I ~ k C , ........ J, 0 ,~4, b..., h-li" 1,,.,, , ~ 1 -~ I A. ,~ A__ --,.. .. C:-7 ,i.-~ ~1 3Bp-kf. ...:--I '?4l I '?.SY' !-1 IC. ,~ D ID-I n~ 1 n" ;\I, \ A J • "'-l).ac-l.-l,...-/ ---f;> I ( D \ ~ Tl". , V - 'O)' ,4 I.' s .A 17 G':::.'' . ,/ -)(. r,. ,, ,. y I~/, l? \ z.' . I., 1~ ... ~ t<! I (). ~ »2 I~-P-; ~ i: ~ '7 , '""' ~ I~ n -I -.1.. ,. I -I -1 ~ 11 l-1 -' . D-< -B ~ 72; l~,;. r. v "-GIi -~i .,c:; l w-~tl fi? 71"~ ' C ., . , I,,, ~r ;,~ i.J) . '/ 111,.. I/ '11 I J ~ ~I Ir::. I 1J'\ ~ V' ? ' F 'trr_ I~.;' ~ 17 I:. i-1--, I' :;; ~' t-! 'f::'7 ~ l"c /j I::\ l=-7. I, '2 dl~ . I ~ I I \ li t 4 t Q tJ.1-..1 r~ .-f"':7 ~ ,I\}~ J \ J I A;. ~G c:i "o (._ ::::!..._~ lrs: ~~ .-1\ t., .. it.J'__, ' ,'0 I _,,t,J u \, .).fir.I £, 0, ' --0 'r !7 J /' ~ ...__. I,. l V (/ I j.j\ ~,, •17 !..., 1/ I 1_ V1-I/' 11/ \._ 11 ..,. !I: I\'\ \, I\\ 1'~ I\ V, ( 'I ~ u ... t,.. ~ \ \\ 1 ~ ~ tr t L., I' "' -' ~ b r") \I ' I; 7 II I, I"-V V l v., ·f' ~ ~ _, .. w ' /j~ ~ f-212'.: I (i,, ,., ~ ~ ~ 'ft.4 tt(l;? t!; j 1:7/r VII ....... - ~ ,.,,, ~ V J7✓" t ~ ~ ''71 & Voll!'. -i. ~ -- I pg024 l ,,., -"' "-1"1 ! I:.. _.I:, -"l .,... ~ I) :J,~ ,._ - --I ( r~ e-~ ~"7 ~· ,.,: I~ ... I f ,:. 7 , ~ ·i tr-~ r\ -Z:P /• F-a.., !:,-tt Sr-1tt ~D pg025 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SHOTCRETE Project File: santa ana portola.ec6 Project Title: Engineer: Code References 0.50 6.67 0.00 6.00 2,000.0 35.0 0.0 250.0 Criteria Soil Data Retained Height =ft Wall height above soil =ft Active Heel Pressure =psf/ftSlope Behind Wall Height of Soil over Toe in Water table above =ft = = 110.00=pcf = Soil Density, Heel = Passive Pressure =psf/ft Allow Soil Bearing =psf Soil Density, Toe 110.00 pcf Footing||Soil Friction =0.400 Soil height to ignore for passive pressure =12.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 0.0 Lateral Load =33.0 #/ft 0.0 546.0 0.0 4.0 Axial Load Applied to Stem Wall to Ftg CL Dist =0.00 ft Wind on Exposed Stem psf0.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load =0.0 lbs Axial Dead Load (Strength Level) =lbs Footing Type Spread Footing Surcharge Over Toe Footing Width =0.00 ft...Height to Top =6.67 ft Eccentricity =0.00 in...Height to Bottom =0.00 ft NOT Used To Resist Sliding & Overturning NOT Used for Sliding & Overturning = (Strength Level) = Stem Weight Seismic Load F lbs=Added seismic base force 105.4/ Wpp 0.420 gWeight Multiplier pg026 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SHOTCRETE Project File: santa ana portola.ec6 Project Title: Engineer: Design Summary Wall Stability Ratios Overturning =1.92 Global Stability =5.85 OK Slab Resists All Sliding ! Total Bearing Load =1,620 lbs ...resultant ecc.=12.88 in Eccentricity outside middle third Soil Pressure @ Toe =1,585 psf OK Soil Pressure @ Heel =0 psf OK Allowable =2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe =2,218 psf ACI Factored @ Heel =0 psf Footing Shear @ Toe =7.6 psi OK Footing Shear @ Heel =3.0 psi OK Allowable =75.0 psi Sliding Calcs Lateral Sliding Force =298.9 lbs Masonry Block Type = Stem Construction Bottom Stem OK Shear.....Actual =0.00ft Wall Material Above "Ht"=Concrete Thickness =4.00 Rebar Size =#4 Rebar Spacing =9.00 Rebar Placed at =Center Design Data fb/FB + fa/Fa =0.716 Total Force @ Section =lbs Moment....Actual =ft-# Moment.....Allowable =2,085.3 =psi Shear.....Allowable =73.3psi Wall Weight =50.0psf Rebar Depth 'd'=2.00in Masonry Data f'm =psiFs =psi Solid Grouting = Modular Ratio 'n'= Equiv. Solid Thick.= Concrete Data f'c =3,000.0psi Fy =60,000.0 Masonry Design Method ASD= Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 1.600 Seismic, E 1.000 =377.7lbsStrength Level Service Level Strength Level =1,493.4ft-# Service Level Strength Level =15.7psi Design Method =SD SD SD Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing =in2 pg027 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SHOTCRETE Project File: santa ana portola.ec6 Project Title: Engineer: Concrete Stem Rebar Area Details Bottom Stem Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) :0.1974 in2/ft 0.0018bh : 0.0018(12)(4) :0.0864 in2/ft Horizontal Reinforcing Options : ============One layer of : Two layers of : Required Area :0.1974 in2/ft #4@ 27.78 in #4@ 55.56 in Provided Area :0.2667 in2/ft #5@ 43.06 in #5@ 86.11 in Maximum Area :0.3251 in2/ft #6@ 61.11 in #6@122.22 in 1.17 2.33 12.00 Footing Torsion, Tu = = ft-lbs Footing Allow. Torsion, ij Tn 0.0018 =ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 =2,500 psi Toe Width =ft Heel Width = Footing Thickness =in 3.50= Cover @ Top =2.00 in@ Btm.=3.00 in Total Footing Width =150.00 pcfFooting Concrete Density Fy =60,000 psi Footing Design Results Key: = No key defined Toe:#4@ 9.25 in, #5@ 14.35 in, #6@ 18 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, #10@ 18 in #4@ 9.25 in, #5@ 14.35 in, #6@ 18 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, #10@ 18 in =None Spec'd = = = = = 2,218 1,218 167 1,051 7.63 43.78 Heel: 0 26 490 464 2.99 42.22 Heel psf ft-# ft-# ft-# psi psi =# 5 @ 11.48 in Other Acceptable Sizes & Spacings =# 5 @ 11.48 in If one layer of horizontal bars: 0.91 0.26 #4@ 9.26 in in2 in2 / supplemental design for footing torsion. ij Mn pg028 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SHOTCRETE Project File: santa ana portola.ec6 Project Title: Engineer: Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING.....Force Distance Moment Distance Moment Item Force ft-#lbs ftft ft-# =Surcharge over Heel = Surcharge Over Heel = = Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem =546.0 1.00 545.6 =* Axial Live Load on Stem = 105.4 = = 64.1 0.58 37.4= = = Stem Weight(s)4.59 483.3Seismic Stem Self Wt = 358.5 1.33 477.8 Earth @ Stem Transitions =Footing Weight = 524.4 1.75 916.7 Key Weight = Added Lateral Load lbs =1,170.9 Vert. Component Total = 1,602.8 154.1 4.34 667.9 2,251.7 * Axial live load NOT included in total displayed, or used for overturningresistance, but is included for soil pressure calculation. Total =R.M. =298.9 O.T.M. = Resisting/Overturning Ratio =1.92 Vertical Loads used for Soil Pressure =1,620.2 lbs If seismic is included, the OTM and sliding ratiosmay be 1.1 per section 1807.2.3 of IBC. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. 109.8 2.50 2.50 274.3 274.3 Water Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 39.4 0.50 19.7 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only)0.090 in because the wall would then tend to rotate into the retained soil. pg029 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SHOTCRETE Project File: santa ana portola.ec6 Project Title: Engineer: Rebar Lap & Embedment Lengths Information Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing Lap Splice length for #4 bar specified in this stem design segment (25.4.2.4a) =17.09 in 13.15 in 6.00 in 0.2667 in2/ft 0.1974 in2/ft pg030 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SHOTCRETE Project File: santa ana portola.ec6 Project Title: Engineer: pg031 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SHOTCRETE Project File: santa ana portola.ec6 Project Title: Engineer: pg032 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SHOTCRETE FREE STANDING Project File: santa ana portola.ec6 Project Title: Engineer: Code References 0.50 9.00 0.00 6.00 2,000.0 35.0 0.0 250.0 Criteria Soil Data Retained Height =ft Wall height above soil =ft Active Heel Pressure =psf/ftSlope Behind Wall Height of Soil over Toe in Water table above =ft = = 110.00=pcf = Soil Density, Heel = Passive Pressure =psf/ft Allow Soil Bearing =psf Soil Density, Toe 110.00 pcf Footing||Soil Friction =0.400 Soil height to ignore for passive pressure =0.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 0.0 Lateral Load =33.0 #/ft 0.0 580.0 0.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist =0.00 ft Wind on Exposed Stem psf0.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load =0.0 lbs Axial Dead Load (Strength Level) =lbs Footing Type Spread Footing Surcharge Over Toe Footing Width =0.00 ft...Height to Top =9.00 ft Eccentricity =0.00 in...Height to Bottom =0.00 ft NOT Used To Resist Sliding & Overturning NOT Used for Sliding & Overturning = (Strength Level) = Stem Weight Seismic Load F lbs=Added seismic base force 139.7/ Wpp 0.420 gWeight Multiplier pg033 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SHOTCRETE FREE STANDING Project File: santa ana portola.ec6 Project Title: Engineer: Design Summary Wall Stability Ratios Overturning =1.98 Global Stability =3.87 OK Sliding =2.65 OK Total Bearing Load =1,874 lbs ...resultant ecc.=11.59 in Eccentricity outside middle third Soil Pressure @ Toe =1,197 psf OK Soil Pressure @ Heel =0 psf OK Allowable =2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe =1,676 psf ACI Factored @ Heel =0 psf Footing Shear @ Toe =13.4 psi OK Footing Shear @ Heel =2.2 psi OK Allowable =75.0 psi Sliding Calcs Lateral Sliding Force =386.9 lbs less 100% Passive Force less 100% Friction Force Added Force Req'd ....for 1.5 Stability = 0.0= 742.7 281.3 == 0.0 - lbs lbs lbs OK lbs OK - Masonry Block Type = Stem Construction Bottom Stem OK Shear.....Actual =0.00ft Wall Material Above "Ht"=Concrete Thickness =4.00 Rebar Size =#4 Rebar Spacing =8.00 Rebar Placed at =Center Design Data fb/FB + fa/Fa =0.928 Total Force @ Section =lbs Moment....Actual =ft-# Moment.....Allowable =2,461.1 =psi Shear.....Allowable =98.5psi Wall Weight =50.0psf Rebar Depth 'd'=2.00in Masonry Data f'm =psiFs =psi Solid Grouting = Modular Ratio 'n'= Equiv. Solid Thick.= Concrete Data f'c =5,000.0psi Fy =60,000.0 Masonry Design Method ASD= Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 1.600 Seismic, E 1.000 =503.5lbsStrength Level Service Level Strength Level =2,285.3ft-# Service Level Strength Level =21.0psi Design Method =SD SD SD Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing =in2 pg034 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SHOTCRETE FREE STANDING Project File: santa ana portola.ec6 Project Title: Engineer: Concrete Stem Rebar Area Details Bottom Stem Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) :0.2987 in2/ft 0.0018bh : 0.0018(12)(4) :0.0864 in2/ft Horizontal Reinforcing Options : ============One layer of : Two layers of : Required Area :0.2987 in2/ft #4@ 27.78 in #4@ 55.56 in Provided Area :0.3 in2/ft #5@ 43.06 in #5@ 86.11 in Maximum Area :0.51 in2/ft #6@ 61.11 in #6@122.22 in 2.00 2.00 12.00 Footing Torsion, Tu = = ft-lbs Footing Allow. Torsion, ij Tn 0.0018 =ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 =2,500 psi Toe Width =ft Heel Width = Footing Thickness =in 4.00= Cover @ Top =2.00 in@ Btm.=3.00 in Total Footing Width =150.00 pcfFooting Concrete Density Fy =60,000 psi Footing Design Results Key: = No key defined Toe:#4@ 9.25 in, #5@ 14.35 in, #6@ 18 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, #10@ 18 in #4@ 9.25 in, #5@ 14.35 in, #6@ 18 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, #10@ 18 in =None Spec'd = = = = = 1,676 2,631 492 2,139 13.41 43.78 Heel: 0 41 342 301 2.20 42.22 Heel psf ft-# ft-# ft-# psi psi =# 5 @ 11.48 in Other Acceptable Sizes & Spacings =# 5 @ 11.48 in If one layer of horizontal bars: 1.04 0.26 #4@ 9.26 in in2 in2 / supplemental design for footing torsion. ij Mn pg035 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SHOTCRETE FREE STANDING Project File: santa ana portola.ec6 Project Title: Engineer: Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING.....Force Distance Moment Distance Moment Item Force ft-#lbs ftft ft-# =Surcharge over Heel = Surcharge Over Heel = = Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem =580.0 2.17 1,256.7 =* Axial Live Load on Stem = 139.7 = = 110.0 1.00 110.0= = = Stem Weight(s)5.75 803.0Seismic Stem Self Wt = 475.0 2.17 1,029.2 Earth @ Stem Transitions =Footing Weight = 600.0 2.00 1,200.0 Key Weight = Added Lateral Load lbs =1,966.1 Vert. Component Total = 1,856.7 207.9 5.50 1,143.5 3,886.1 * Axial live load NOT included in total displayed, or used for overturningresistance, but is included for soil pressure calculation. Total =R.M. =386.9 O.T.M. = Resisting/Overturning Ratio =1.98 Vertical Loads used for Soil Pressure =1,874.0 lbs If seismic is included, the OTM and sliding ratiosmay be 1.1 per section 1807.2.3 of IBC. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. 91.7 3.17 3.17 290.3 290.3 Water Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 39.4 0.50 19.7 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only)0.079 in because the wall would then tend to rotate into the retained soil. pg036 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SHOTCRETE FREE STANDING Project File: santa ana portola.ec6 Project Title: Engineer: Rebar Lap & Embedment Lengths Information Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing Lap Splice length for #4 bar specified in this stem design segment (25.4.2.4a) =15.60 in 12.00 in 6.00 in 0.3000 in2/ft 0.2987 in2/ft pg037 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SHOTCRETE FREE STANDING Project File: santa ana portola.ec6 Project Title: Engineer: pg038 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SHOTCRETE FREE STANDING Project File: santa ana portola.ec6 Project Title: Engineer: pg039 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:NEW WALL 7 FT Project File: santa ana portola.ec6 Project Title: Engineer: Code References 0.50 6.67 0.00 6.00 2,000.0 35.0 0.0 250.0 Criteria Soil Data Retained Height =ft Wall height above soil =ft Active Heel Pressure =psf/ftSlope Behind Wall Height of Soil over Toe in Water table above =ft = = 110.00=pcf = Soil Density, Heel = Passive Pressure =psf/ft Allow Soil Bearing =psf Soil Density, Toe 110.00 pcf Footing||Soil Friction =0.400 Soil height to ignore for passive pressure =12.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 0.0 Lateral Load =0.0 #/ft 0.0 105.0 127.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist =0.00 ft Wind on Exposed Stem psf0.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load =0.0 lbs Axial Dead Load (Strength Level) =lbs Footing Type Spread Footing Surcharge Over Toe Footing Width =0.00 ft...Height to Top =0.00 ft Eccentricity =0.00 in...Height to Bottom =0.00 ft NOT Used To Resist Sliding & Overturning NOT Used for Sliding & Overturning = (Strength Level) = Stem Weight Seismic Load F lbs=Added seismic base force 164.4/ Wpp 0.420 gWeight Multiplier pg040 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:NEW WALL 7 FT Project File: santa ana portola.ec6 Project Title: Engineer: Design Summary Wall Stability Ratios Overturning =2.84 Global Stability =5.85 OK Slab Resists All Sliding ! Total Bearing Load =1,362 lbs ...resultant ecc.=7.84 in Eccentricity outside middle third Soil Pressure @ Toe =896 psf OK Soil Pressure @ Heel =0 psf OK Allowable =2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe =1,254 psf ACI Factored @ Heel =0 psf Footing Shear @ Toe =8.7 psi OK Footing Shear @ Heel =0.1 psi OK Allowable =75.0 psi Sliding Calcs Lateral Sliding Force =203.8 lbs Masonry Block Type = Stem Construction Bottom Stem OK Shear.....Actual =0.00ft Wall Material Above "Ht"=Masonry Thickness =8.00 Rebar Size =#5 Rebar Spacing =16.00 Rebar Placed at =Center Design Data fb/FB + fa/Fa =0.550 Total Force @ Section =168.8lbs Moment....Actual =590.2ft-# Moment.....Allowable =1,294.8 =1.8psi Shear.....Allowable =46.3psi Wall Weight =78.0psf Rebar Depth 'd'=3.81in Masonry Data f'm =1,500psiFs=psi 20,000 Solid Grouting =Yes Modular Ratio 'n'=21.48 Equiv. Solid Thick.=7.63in Concrete Data f'c =psi Fy = Masonry Design Method ASD= Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 1.600 Seismic, E 1.000 =lbsStrength Level Service Level Strength Level =ft-# Service Level Strength Level =psi Design Method =ASD SD SD Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing pressures. =91.50in2 pg041 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:NEW WALL 7 FT Project File: santa ana portola.ec6 Project Title: Engineer: 1.17 2.33 12.00 Footing Torsion, Tu = = ft-lbs0.00 Min. As % Footing Allow. Torsion, ij Tn 0.0018 =ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 =2,500 psi Toe Width =ft Heel Width = Footing Thickness =in 3.50= Cover @ Top =2.00 in@ Btm.=3.00 in Total Footing Width =150.00 pcfFooting Concrete Density Fy =60,000 psi Footing Design Results Key: = No key defined Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe:#4@ 9.25 in, #5@ 14.35 in, #6@ 18 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, #10@ 18 in #4@ 9.25 in, #5@ 14.35 in, #6@ 18 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, #10@ 18 in =None Spec'd = = = = = 1,254 752 215 537 8.73 43.78 Heel: 0 195 408 214 0.06 42.22 Heel psf ft-# ft-# ft-# psi psi =# 5 @ 11.48 in Other Acceptable Sizes & Spacings =# 5 @ 11.48 in If one layer of horizontal bars: 0.91 0.26 #4@ 9.26 in in2 in2 / supplemental design for footing torsion. ij Mn pg042 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:NEW WALL 7 FT Project File: santa ana portola.ec6 Project Title: Engineer: Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING.....Force Distance Moment Distance Moment Item Force ft-#lbs ftft ft-# Sloped Soil Over Heel =Surcharge over Heel = Surcharge Over Heel = = Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem =105.0 1.50 157.4 =127.0 1.50 190.4* Axial Live Load on Stem = 164.4 = = 64.1 0.58 37.4= = = Stem Weight(s)4.59 753.9Seismic Stem Self Wt = 559.3 1.50 838.5 Earth @ Stem Transitions =Footing Weight = 524.4 1.75 916.7 Key Weight = Added Lateral Load lbs =773.6 Vert. Component Total = 1,344.3 2,193.7 * Axial live load NOT included in total displayed, or used for overturningresistance, but is included for soil pressure calculation. Total =R.M. =203.8 O.T.M. = Resisting/Overturning Ratio =2.84 Vertical Loads used for Soil Pressure =1,361.7 lbs If seismic is included, the OTM and sliding ratiosmay be 1.1 per section 1807.2.3 of IBC. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. 91.5 2.66 2.66 243.7 243.7 Water Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 39.4 0.50 19.7 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only)0.051 in because the wall would then tend to rotate into the retained soil. pg043 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:NEW WALL 7 FT Project File: santa ana portola.ec6 Project Title: Engineer: Rebar Lap & Embedment Lengths Information Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing Calculated Rebar Stress, fs = 9116.19 psi Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) =25.00 in Development length for #5 bar specified in this stem design segment =12.00 in Hooked embedment length into footing for #5 bar specified in this stem design segment =6.00 in 0.2325 in2/ft 0.1041 in2/ft pg044 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:NEW WALL 7 FT Project File: santa ana portola.ec6 Project Title: Engineer: pg045 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:NEW WALL 7 FT Project File: santa ana portola.ec6 Project Title: Engineer: pg046 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:NEW WALL 10 FT Project File: santa ana portola.ec6 Project Title: Engineer: Code References 0.50 10.00 0.00 6.00 2,000.0 35.0 0.0 250.0 Criteria Soil Data Retained Height =ft Wall height above soil =ft Active Heel Pressure =psf/ftSlope Behind Wall Height of Soil over Toe in Water table above =ft = = 110.00=pcf = Soil Density, Heel = Passive Pressure =psf/ft Allow Soil Bearing =psf Soil Density, Toe 110.00 pcf Footing||Soil Friction =0.400 Soil height to ignore for passive pressure =12.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 0.0 Lateral Load =0.0 #/ft 0.0 0.0 0.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist =0.00 ft Wind on Exposed Stem psf0.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load =0.0 lbs Axial Dead Load (Strength Level) =lbs Footing Type Spread Footing Surcharge Over Toe Footing Width =0.00 ft...Height to Top =0.00 ft Eccentricity =0.00 in...Height to Bottom =0.00 ft NOT Used To Resist Sliding & Overturning NOT Used for Sliding & Overturning = (Strength Level) = Stem Weight Seismic Load F lbs=Added seismic base force 240.8/ Wpp 0.420 gWeight Multiplier pg047 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:NEW WALL 10 FT Project File: santa ana portola.ec6 Project Title: Engineer: Design Summary Wall Stability Ratios Overturning =2.37 Global Stability =4.79 OK Slab Resists All Sliding ! Total Bearing Load =1,687 lbs ...resultant ecc.=10.96 in Eccentricity outside middle third Soil Pressure @ Toe =889 psf OK Soil Pressure @ Heel =0 psf OK Allowable =2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe =1,245 psf ACI Factored @ Heel =0 psf Footing Shear @ Toe =12.1 psi OK Footing Shear @ Heel =1.7 psi OK Allowable =75.0 psi Sliding Calcs Lateral Sliding Force =280.2 lbs Masonry Block Type = Stem Construction Bottom Stem OK Shear.....Actual =0.00ft Wall Material Above "Ht"=Masonry Thickness =8.00 Rebar Size =#5 Rebar Spacing =16.00 Rebar Placed at =Center Design Data fb/FB + fa/Fa =0.976 Total Force @ Section =245.2lbs Moment....Actual =1,264.9ft-# Moment.....Allowable =1,294.8 =2.7psi Shear.....Allowable =46.3psi Wall Weight =78.0psf Rebar Depth 'd'=3.81in Masonry Data f'm =1,500psiFs=psi 20,000 Solid Grouting =Yes Modular Ratio 'n'=21.48 Equiv. Solid Thick.=7.63in Concrete Data f'c =psi Fy = Masonry Design Method ASD= Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 1.600 Seismic, E 1.000 =lbsStrength Level Service Level Strength Level =ft-# Service Level Strength Level =psi Design Method =ASD SD SD Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing pressures. =91.50in2 pg048 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:NEW WALL 10 FT Project File: santa ana portola.ec6 Project Title: Engineer: 1.83 2.50 12.00 Footing Torsion, Tu = = ft-lbs0.00 Min. As % Footing Allow. Torsion, ij Tn 0.0018 =ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 =2,500 psi Toe Width =ft Heel Width = Footing Thickness =in 4.33= Cover @ Top =2.00 in@ Btm.=3.00 in Total Footing Width =150.00 pcfFooting Concrete Density Fy =60,000 psi Footing Design Results Key: = No key defined Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe:#4@ 9.25 in, #5@ 14.35 in, #6@ 18 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, #10@ 18 in #4@ 9.25 in, #5@ 14.35 in, #6@ 18 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, #10@ 18 in =None Spec'd = = = = = 1,245 1,749 488 1,261 12.09 43.78 Heel: 0 110 488 378 1.65 42.22 Heel psf ft-# ft-# ft-# psi psi =# 5 @ 11.48 in Other Acceptable Sizes & Spacings =# 5 @ 11.48 in If one layer of horizontal bars: 1.12 0.26 #4@ 9.26 in in2 in2 / supplemental design for footing torsion. ij Mn pg049 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:NEW WALL 10 FT Project File: santa ana portola.ec6 Project Title: Engineer: Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING.....Force Distance Moment Distance Moment Item Force ft-#lbs ftft ft-# Sloped Soil Over Heel =Surcharge over Heel = Surcharge Over Heel = = Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem = =* Axial Live Load on Stem = 240.8 = = 100.7 0.92 92.3= = = Stem Weight(s)6.25 1,504.9Seismic Stem Self Wt = 819.0 2.17 1,773.1 Earth @ Stem Transitions =Footing Weight = 649.5 2.17 1,406.2 Key Weight = Added Lateral Load lbs =1,524.6 Vert. Component Total = 1,670.0 3,615.5 * Axial live load NOT included in total displayed, or used for overturningresistance, but is included for soil pressure calculation. Total =R.M. =280.2 O.T.M. = Resisting/Overturning Ratio =2.37 Vertical Loads used for Soil Pressure =1,687.4 lbs If seismic is included, the OTM and sliding ratiosmay be 1.1 per section 1807.2.3 of IBC. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. 100.7 3.41 3.41 343.9 343.9 Water Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 39.4 0.50 19.7 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only)0.060 in because the wall would then tend to rotate into the retained soil. pg050 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:NEW WALL 10 FT Project File: santa ana portola.ec6 Project Title: Engineer: Rebar Lap & Embedment Lengths Information Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing Calculated Rebar Stress, fs = 19537.42 psi Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) =36.63 in Development length for #5 bar specified in this stem design segment =36.63 in Hooked embedment length into footing for #5 bar specified in this stem design segment =6.00 in 0.2325 in2/ft 0.2255 in2/ft pg051 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:NEW WALL 10 FT Project File: santa ana portola.ec6 Project Title: Engineer: pg052 Cantilevered Retaining Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:NEW WALL 10 FT Project File: santa ana portola.ec6 Project Title: Engineer: pg053 I 1-~ i~ E:!_ 1 ~ ... ~ iAc-l _...,~ ;:H lo ~· c:;: ln. I\ L, ~~ I<:. -r lt'""':YI A 0 ~ A___. 'T . 61 2 .:I \ 'Z. 5 IC., , -1:z, ~ Ci,-\. ~ ?_ 10. ~ ,r.. -- ~c IC' -t: -ti ' ~- -'-( " I ... /lJJ . ~ l,~ C\ -1 vu -z: ~ ~ ~ ;._ , . - {'jp,, 'C7U ll "::)t,~ ~ . b,_ ~ ~? IC J..., ~ "2. J tr:,\ I\' ~ •i(_ -~?__ $""\ -5 ?_ K-. - \.. __/ ~~ 1 ~ ,~~ I(. ' tDI b ..l>J, -1) ' -l!t::. IM , . "I/ .. 4 -~ I \ '1 5 le-fe-j. -,-. ? '2~ 11= ::. ~ c::.. "'-?r I \ I,~~ D t -I' I ~LJ ....... , - 2-l -~ .... /0 s; .., ,, Pt l-tlv ~GI t) IA • ,,., J ~~ ./ ,~ 1',./ _,. - LJ ~-" 1 ,::, 7""' ,,r::: h ·re: ~ -rj hi (jg !A I I nA ~ , ' L"..: ~,, I<-\__ l --~,:) 4 3 , ,:: ~. J I :L. 1£. ""'T"' ~ ,_ -2 .. l !op D RtJ rl ~ .. :;~ -' ~ I -4~ (_ .... ' ~ - ~ ( ~ ~ ~ -lh ~ - th-, /'.,,.., ~,-·~ r~ 'LY' ,..-~~ ' ¼ ~ I , h It, ., -;,.,--":::: 1, ""~ ~ l --:. '72 ~Tl, IN'. ., JL 5-L, .. (L• ~ ~ "7 ~~ -P~ ,~ \ :z._ ~· _:;) .,. ' ti ~ '..---"' ~ .., " ~ ~l 0 '/J tl ~ I J..t, I I pg054 ,, ~c;-: ... -~ -rz~ ';; f) I ~c 7. I ~-- t; ,4 n + ; i~ 0 ---B ft I/ -,JI ... ....___ --l e::::' ('" ~->--., lc.r 1-. h '] I ' ,r, 1f P"f' M .,/..) ~~Z.) ? Ir). ' I-, ,, •; -\ \ ~ R ,-I - i-..S 0 -~~ "1'" , 2.i. > X. I", -I. ,., i:::! ~ . Pi .,, ,. i 12~ ~ "tL I . .-: ~ J, ~ _cL ' -' -~ H ::..c::.. '3 l v.:I I,; 1 /,.. A I' . ,,, I,;, I \,"' C'" /I; • f} 11 C: t lo. --ll"" ,, ~~ ,A .. .-1-,u .., 'I. I r-, .. ~-f)~ ~ , 0 t,i l' ,. ~ --1, In. ~h"z• --· pg055 Steel Column LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:col Project File: santa ana portola.ec6 Project Title: Engineer: .Code References Calculations per AISC 360-16, IBC 2021 Load Combinations Used : ASCE 7-22 / IBC 2024 (L<=100psf) General Information Steel Stress Grade Analysis Method : 2Overall Column Height Top & Bottom FixityAllowable Strength Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :HSS3x3x3/16 46 ft E : Elastic Bending Modulus .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 13.702 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 2.0 ft, D = 1.10, LR = 1.30 k BENDING LOADS . . . Lat. Point Load at 2.0 ft creating Mx-x, E = 0.9440 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.3030 Location of max.above base 0.0 ft 1.114 k 52.060 k -1.322 k-ft Load Combination +D+0.70E Load Combination +D+0.70E 4.522 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.6608 k 0.04637 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k 4.522 k-ft 0.0 k-ft Pa : Axial Pn / Omega : Allowable Ma-x : Applied Mn-x / Omega : Allowable Ma-y : Applied Mn-y / Omega : Allowable Va : Applied Vn / Omega : Allowable Maximum Load Reactions . . Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.0 k Bottom along Y-Y 0.9440 k Maximum Load Deflections . . . Along Y-Y 0.06067 in at 2.0 ft above base for load combination :E Only Along X-X 0.0 in at 0.0 ft above base for load combination : 14.252 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Rx KyLy/Ry D Only PASS PASS0.00 0.000 0.00 ftft0.021 1.00 1.00 0.00 0.00 +D+Lr PASS PASS0.00 0.000 0.00 ftft0.046 1.00 1.00 0.00 0.00 +D+0.750Lr PASS PASS0.00 0.000 0.00 ftft0.040 1.00 1.00 0.00 0.00 +0.60D PASS PASS0.00 0.000 0.00 ftft0.013 1.00 1.00 0.00 0.00 +D+0.70E PASS PASS0.00 0.046 0.00 ftft0.303 1.00 1.00 0.00 0.00 +D+0.5250E PASS PASS0.00 0.035 0.00 ftft0.230 1.00 1.00 0.00 0.00 +0.60D+0.70E PASS PASS0.00 0.046 0.00 ftft0.299 1.00 1.00 0.00 0.00 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 1.114 +D+Lr 2.414 +D+0.750Lr 2.089 +0.60D 0.668 +D+0.70E 1.114 0.661 -1.322 +D+0.5250E 1.114 0.496 -0.991 +0.60D+0.70E 0.668 0.661 -1.322 pg056 Steel Column LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:col Project File: santa ana portola.ec6 Project Title: Engineer: k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments Lr Only 1.300 E Only 0.944 -1.888 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 2.414 Minimum"0.944 -1.888 MaximumReaction, X-X Axis Base 1.114 Minimum"1.114 MaximumReaction, Y-Y Axis Base 0.944 -1.888 Minimum"1.114 MaximumReaction, X-X Axis Top 1.114 Minimum"1.114 MaximumReaction, Y-Y Axis Top 1.114 Minimum"1.114 MaximumMoment, X-X Axis Base 1.114 Minimum"0.944-1.888 -1.888 MaximumMoment, Y-Y Axis Base 1.114 Minimum"1.114 MaximumMoment, X-X Axis Top 1.114 Minimum"1.114 MaximumMoment, Y-Y Axis Top 1.114 Minimum"1.114 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 0.000 0.0000.000 0.0000 0.000 0.0000.000 0.0000 0.000 0.0000.000 0.0000 0.000 0.0000.000 0.0000 0.042 2.0000.000 0.0000 0.032 2.0000.000 0.0000 0.042 2.0000.000 0.0000 0.000 0.0000.000 0.0000 0.060 1.9870.000 .Steel Section Properties :HSS3x3x3/16 R xx = 1.140 in Depth =3.000 in R yy = 1.140 in J =4.030 in^4 Width =3.000 in Wall Thick = 0.187 in Zx =1.970 in^3 Area = 1.890 in^2 Weight =6.851 plf I xx =2.46 in^4 S xx =1.64 in^3Design Thick =0.174 in I yy =2.460 in^4 C =2.760 in^3 S yy =1.640 in^3 Ycg =0.000 in pg057 Steel Column LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:col Project File: santa ana portola.ec6 Project Title: Engineer: Sketches pg058 ~ ~ .. , . , ~ ~ 1 !, e l UJ r § I i v ; ~ @ I ; ( · ) 4X " C I·- - ~ . . ~ ~ :· __ _ _ _ -- - -- -' - -- -~I~-- <-- -- - l=·- - -- - . 1. - ~ - -· ·m , ·· - · _ j • ·~ _ . . , . ~ 11 , 1 ' 1 • , - ; - - ' ~ •• ,. . • r . " x \ ! . , , { / I : • = + - ~C ~ ·~ I ~ @ . w m; z : ; z _ ~ 7 - A : f · 1· (N ) 6x 1 O CO N T . f rr - - (N ) 6x 1 O 3 / r r v , -- - - ~ J (N ) 2x 1 O R. R . @ 16 " O.C. / / / ~ o: : I 0 X '- 1 ~ ~ , ~v ~ ~ (N ) 2x 1 0 R. R . @ 16 " O.C. ~ ro ; . . 1 / i @ 1- - - ' I (. ' . ) - - - - - - - ¥ ~ \ ~ I y ~1 - ~ r - : t ~ \ _ _ _ J r , / 1 ~ ~ Q f V ~I I U <. O -- - - I @ - : l / ~ ~ I _ _ _ _ _ _ _ -- - - < : : : ; q z1 rl ? - f { + 1, . . I - - (N ) 6X 1 0 - ~ [ : (N ) 6X 1 0 L OF F S E T HW HG R TY P @ EX T E R I O R - t 1 - - - - _ _ I 2 SD 2 .:. / - ~ l pg059 (> ILl,.,t= ..,. .JI_ V, -. -I 17 -I pg060 Masonry Shear Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:--None-- Project File: santa ana portola.ec6 Project Title: Engineer: Code References General Information ksi pcfFy - Rebar 60.0 ksi Phi - Shear 0.80 Em 150.0 ksi Wall Material MASONRY 10.0 1.0 R: Resp. Mod Factor Ie: Seismic Import. Factor Total Wall Height Base Wall Length 8.0 Concrete Density Fy - HJR 70.0 3,120.0 Block Class Min. Bending As %0.00180 Phi : Axial & Flexure 0.90 ksi ft ft Wall Data Analysis Height Wall Offset Wall Length Effective Length 'd' Nominal Block Thickness 10.0 Bottom 116.0 8 ( datum ) 0.00 ft ft ft in in # Chord Cells @ Each End Reinforcing in Field of Wall Vertical Bar Size # Vertical Bar Spacing Horiz. joint reinf. area (HJR) HJR Spacing Bond beam reinf. area Spacing of bond beams In each chord cell: Vertical rebar size # 1.0 5 16 .21 24 0.4 24 4 in in in in Solid GroutedSolid Grout? in pg061 Masonry Shear Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:--None-- Project File: santa ana portola.ec6 Project Title: Engineer: Wall Sketch Applied Concentrated Lateral Loads Load "Y" Location (ft)Dead Load Roof Live Load Load Magnitude (kips) Earth LoadWind Load Seismic LoadFloor Live Load 0.00.0 4.80 0.08.0 0.0 0.0 SHEAR ANALYSIS 4.80 +1.20D+E Controlling Mu/(Vud)0.80 Vu : Story Shear Phi Vn Bottom Level Ratio: Vu/PhiVn (controlling) Elements Req'd? for Load Combination Not Req'd 124.819 0.03846 Vn Masonry Vn Steel Vn Max 94.104 61.920 160.125 Vertical As >= Av/3 OK Vertical Bar Spacing <= 96"OK k k k k k 156.024 912.0 pg062 Masonry Shear Wall LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 DESCRIPTION:--None-- Project File: santa ana portola.ec6 Project Title: Engineer: AXIAL ANALYSIS k Pu Phi Pn Bottom Level Ratio: Pu/PhiPn (controlling) H / d Ratio for Load Combination 0.83 0.008644 k BENDING ANALYSIS OK 116.0 NA: M/Vd<=1, R<=1.5 1.31 0.3699 38.40 +1.20D+E 103.810 in k k Force Summary Load Combination Wall Level +1.40D Wall Level : 1 +1.20D Wall Level : 1 +0.90D Wall Level : 1 +1.20D+E Wall Level : 1 +0.90D+E Wall Level : 1 pg063 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs CITY OF SANTA ANA Planning and Building Agency MEMORANDUM Jason Kwak To: Building Safety Manager PBA Jonathon Aguirre From: Assistant Engineer, PWA Parks, Fleet Facilities Division Date: 8/1 Subject: No fee Building Permit for Portola Splash Pad (City Project) Approved FOR PERMIT ISSUANCE Master ID: Date: The Public Works Agency is managing the design and construction process for the Portola Park Splash Pad project, at 1700 E. Santa Clara Ave, Santa Ana, CA 92705. The project will require a building permit(s) for constructing a new Splash Pad and renovating the existing bathrooms. As this is a City project, we are requesting a few waiver. If there are any questions, please phone me at Extension #3559 (office), or (714) 819-5724 (Cell) nathon Aguirre, EIT Public Works Parks, Fleet, & Facilities