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EDGE OF (E) ROOF <br />FD <br />FD <br />FD <br />FD <br />(E) LAVATORY <br />(E) LAVATORY <br />(E) WATER CLOSET <br />(E) WATER CLOSET <br />(E) URINAL <br />(E) WATER CLOSET <br />(E) WATER CLOSET <br />1 <br />2 <br />2 <br />1 <br />2 <br />13 <br />2 <br />MEN'S <br />RESTROOM <br />WOMEN'S <br />RESTROOM <br />STORAGE/ <br />MAINTENANCE <br />L <br />1 <br />WC <br />1 <br />WC <br />2 <br />L <br />1 <br />FD <br />1 <br />U <br />1 <br />U <br />2 <br />WC <br />1 <br />FD <br />1 <br />2" V <br />4" W <br />1-1/2" CW <br />TP <br />1 <br />1-1/2" V <br />2" W <br />1-1/2" V <br />1/2" TP <br />TP <br />1 <br />3 <br />4 <br />3 <br />4 <br />WHA <br />1 <br />5 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />WCO <br />4 <br />1-1/2" V <br />1/2" TP 5 <br />5 <br />2" W <br />3/4" CW <br />WHA <br />16 <br />1-1/2" V <br />WCO <br />(TYP.2) <br />11 <br />10 <br />12 <br />WOMEN'S <br />144 <br />MEN'S <br />145 <br />STORAGE/ <br />MAINTENANCE <br />146 <br />SPLASH PAD <br />MAINTENANCE <br />EXPANSION <br />147 <br />FD <br />2 <br />EMERGENCY EYEWASH/SHOWER <br />(BY OTHERS) <br />FCO <br />2" W <br />SURGE CHAMBER FILL SYSTEM <br />(BY OTHERS) <br />4" W <br />3/4" CW DN IN WALL FOR <br />CONNECTION TO HB-1 <br />1-1/2" CW DN FOR <br />CONNECTION TO SURGE <br />CHAMBER FILL SYSTEM <br />1-1/2" CW DN FOR CONNECTION TO <br />EMERGENCY EYEWASH/SHOWER <br />SOV <br />WH <br />1 <br />WH <br />2 <br />ROUTE 1/2" HW PIPE TO TMV. CORE EXISTING <br />CONCRETE AS REQUIRED FOR PIPE PENETRATION. <br />CONTRACTOR TO X-RAY EXISTING CONCRETE WALL <br />PRIOR TO CORING. TOTAL PIPE LENGTH TO REMAIN <br />UNDER 5'-0". PROVIDE INSULATION FOR HW PIPE <br />ROUTE 1/2" HW PIPE TO TMV. CORE EXISTING CONCRETE AS REQUIRED <br />FOR PIPE PENETRATION. CONTRACTOR TO X-RAY EXISTING CONCRETE <br />WALL PRIOR TO CORING. TOTAL PIPE LENGTH TO REMAIN UNDER 5'-0". <br />PROVIDE INSULATION FOR HW PIPE <br />1-1/2" CW <br />2" CW MAIN, COORDINATE FINAL LOCATION <br />AND ROUTING WITH NEW CITY WATER <br />PIPING PRIOR TO COMMENCING WORK <br />BACKWASH STAND PIPE <br />(BY OTHERS) <br />4" W <br />2" VTR <br />1-1/2" V <br />1/2" TP14 5 <br />5 <br />15 <br />TYPICAL WOMEN'S RESTROOM <br />COLD WATER MAIN <br />16 <br />TYP. WOMEN'S <br />RESTROOM <br />WASTE MAIN <br />HB <br />1 <br />SI <br />1 <br />17 <br />17 <br />HB <br />121 <br />HB <br />1 21 <br />INSTALL NEW CLEANOUT TO GRADE TO EXISTING WASTE <br />LINE. CONTRACTOR TO VERIFY EXACT SIZE, LOCATION <br />AND INVERT ELEVATION OF EXISTING PIPE IN FIELD. <br />INSTALL NEW CLEANOUT TO GRADE TO EXISTING WASTE LINE. CONTRACTOR <br />TO VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION OF EXISTING PIPE <br />IN FIELD. <br />HB <br />1 <br />SHUTOFF VALVES AND PRESSURE <br />REDUCING VALVE (PRV-1) IN YARDBOX <br />2" CW MAIN <br />THRU WALL AND <br />UP ALONG WALL <br />22 <br />1-1/2" CW 23 <br />2" CW <br />PRV <br />1 <br />WOMEN'S <br />144 <br />MEN'S <br />145 <br />STORAGE/ <br />MAINTENANCE <br />146 <br />SPLASH PAD <br />MAINTENANCE <br />EXPANSION <br />147 <br />EF <br />1 <br />(ON ROOF) <br />8"x10" <br />12x8 EG <br />350 CFM <br />10"x8" EXH DUCT <br />DN FROM ABOVE <br />18 19 <br />20 20 <br />UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA <br />811 <br />ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF <br />UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION <br />DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN <br />THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE <br />STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL <br />UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY <br />DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE <br />BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE <br />LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING <br />UNDERGROUND SERVICES ALERT. DIAL 811 <br />H AINROFILACFOETATS <br />REENIGNELANOISSEFORPDERETSIGERNo. 37151 <br />EXP. 12-31-2026 <br />BRIAN E .GRAHAM <br />MEC LACINA <br />©2 <br />0 <br />2 <br />5 <br /> <br />M <br />T <br />N <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />. <br /> <br />A <br />l <br />l <br /> <br />R <br />i <br />g <br />h <br />t <br />s <br /> <br />R <br />e <br />s <br />e <br />r <br />v <br />e <br />d <br />. <br /> <br />N <br />o <br /> <br />p <br />a <br />r <br />t <br /> o <br />f <br /> <br />t <br />h <br />i <br />s <br /> <br />d <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br /> <br />m <br />a <br />y <br /> <br />b <br />e <br /> <br />re <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />i <br />n <br /> <br />a <br />n <br />y <br /> <br />f <br />o <br />r <br />m <br /> <br />o <br />f <br /> <br />b <br />y <br /> <br />a <br />n <br />y <br /> <br />m <br />e <br />a <br />n <br />s <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />p <br />e <br />r <br />m <br />is <br />s <br />i <br />o <br />n <br /> <br />f <br />r <br />o <br />m <br /> <br />M <br />T <br />N <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />. <br />DESIGNED: BG LM BG <br />MECHANICAL ENGINEER <br />DRAWN: CHECKED: <br />PORTOLA PARK <br />SPLASH PAD <br />X <br />BENCHMARK DESCRIPTION: <br />OCS BM SA-253-70 <br />FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT <br />CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE <br />AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE <br />OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK <br />PRINCIPAL CIVIL ENGINEER <br />PRINCIPAL CIVIL ENGINEER25-2401 <br />NUMBER DATE INITIALS DESCRIPTION <br />PREPARED UNDER THE <br />SUPERVISION OF: <br />CITY OF SANTA ANA <br />FILE NO.: <br />INSTALLEDAPPROVED <br />CONSTRUCTION COMPLETED: <br />BENCHMARK NO.: SA-253-70 <br />RECOMMENDED FOR <br />CONSTRUCTION: <br />REFERENCES <br />PUBLIC WORKS AGENCY <br />RCE NO.: <br />ELEV.: 176.00 (2010) <br />REVISIONS <br />SHEET OF <br />REVIEWED FOR <br />CONSTRUCTABLITY: <br />RCE NO.: <br />BRIAN GRAHAM <br />1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 <br />Z: <br />\ <br />S <br />h <br />a <br />r <br />e <br />d <br />\ <br />0 <br />2 <br /> <br />- <br /> <br />P <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br />\ <br />2 <br />0 <br />2 <br />5 <br /> <br />P <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br />\ <br />2 <br />5 <br />- <br />0 <br />0 <br />5 <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />An <br />a <br /> <br />P <br />o <br />r <br />t <br />o <br />l <br />a <br /> <br />P <br />a <br />r <br />k <br /> <br />R <br />e <br />s <br />t <br />r <br />o <br />o <br />m <br />\ <br />0 <br />2 <br /> <br />- <br /> <br />C <br />A <br />D <br /> <br />F <br />i <br />l <br />e <br />s <br />\ <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br /> <br />Po <br />r <br />t <br />o <br />l <br />a <br /> <br />P <br />a <br />r <br />k <br /> <br />R <br />e <br />s <br />t <br />r <br />o <br />o <br />m <br />s <br />. <br />r <br />v <br />t <br />MECHANICAL/PLUMBING FLOOR PLANS MP1.0 <br />A. FOR LINE TYPES, SYMBOLS & ABBREVIATIONS, SEE LEGEND ON SHEET MP0.0. <br />B. EQUIPMENT AND PIPING LOCATIONS SHOWN FROM BEST AVAILABLE <br />INFORMATION. CONTRACTOR SHALL FIELD VERIFY SIZES AND LOCATIONS. <br />C. EQUIPMENT THAT IS BEING REMOVED SHALL BECOME THE PROPERTY OF THE <br />CONTRACTOR AND SHALL BE REMOVED FROM THE JOB SITE, EXCEPT <br />EQUIPMENT SELECTED BY OWNER. OWNER SELECTED EQUIPMENT WILL BE <br />TAGGED AND SHALL BE MOVED BY CONTRACTOR TO OWNER'S STORAGE ON <br />SITE. <br />D. PIPING CONNECTED TO EQUIPMENT THAT IS BEING REMOVED SHALL BE CUT <br />AND CAPPED IN WALLS, FLOORS OR CEILING SO AS NOT TO INTERFERE WITH <br />NEW CONSTRUCTION OR EQUIPMENT. <br />1. REMOVE EXISTING PLUMBING FIXTURE ALONG WITH SUPPORTS, WALL CARRIER <br />AND PREPARE EXISTING COLD WATER, HOT WATER, WASTE AND VENT PIPE FOR <br />CONNECTION TO NEW FIXTURE. <br />2. REMOVE EXISTING PLUMBING FIXTURE ALONG WITH SUPPORTS, WALL CARRIER <br />AND PREPARE EXISTING COLD WATER, WASTE AND VENT PIPE FOR CONNECTION <br />TO NEW FIXTURE. <br />3. CONNECT NEW PLUMBING FIXTURE TO EXISTING COLD WATER, HOT WATER, <br />WASTE AND VENT PIPE. EXTEND EXISTING PIPE AS REQUIRED FOR NEW <br />CONNECTION. CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING <br />PIPING IN FIELD. <br />4. CONNECT NEW PLUMBING FIXTURE TO EXISTING COLD WATER, WASTE AND VENT <br />PIPE. CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPING IN <br />FIELD. <br />5. PIPE BELOW GRADE. <br />6. CONTRACTOR TO VERIFY IF AN EXISTING WATER HAMMER ARRESTOR IS <br />INSTALLED ON EXISTING COLD WATER HEADER. IF THERE IS ONE EXISTING, THEN <br />REPLACE WITH NEW. IF THERE ISN'T ONE EXISTING, CONTRACTOR TO INSTALL AS <br />SHOWN ON DRAWINGS. <br />7. CONNECT NEW 1-1/2" COLD WATER PIPE TO EXISTING COLD WATER PIPE IN WALL. <br />CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPE IN FIELD. <br />8. CONNECT NEW 4" WASTE PIPE TO EXISTING WASTE PIPE IN THIS AREA. <br />CONTRACTOR TO VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION OF <br />EXISTING PIPE IN FIELD. <br />9. CONNECT NEW 2" VENT PIPE TO EXISTING VENT PIPE IN WALL. CONTRACTOR TO <br />VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPE IN FIELD. <br />10. CONNECT NEW 1-1/2" VENT PIPE TO EXISTING VENT PIPE IN WALL. CONTRACTOR TO <br />VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPE IN FIELD. <br />11. CONNECT NEW 3/4" COLD WATER PIPE TO EXISTING COLD WATER PIPE IN WALL. <br />CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPE IN FIELD. <br />12. CONNECT NEW 2" WASTE PIPE TO EXISTING WASTE PIPE IN THIS AREA. <br />CONTRACTOR TO VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION OF <br />EXISTING PIPE IN FIELD. <br />13. REMOVE EXISTING PLUMBING FIXTURE ALONG WITH SUPPORTS, WALL CARRIER <br />AND CAP EXISTING COLD WATER, WASTE AND VENT PIPE AT WALL. <br />14. 1-1/2" VENT PIPE UP ON WALL FROM BELOW GRADE. <br />15. INSTALL NEW SOV ON EXISTING COLD WATER MAIN. RE-WORK EXISTING PIPE AS <br />NECESSARY FOR INSTALLATION OF NEW SOV. <br />16. INSTALL NEW CLEAN OUT ON EXPOSED EXISTING WASTE MAIN PIPE. RE-WORK <br />EXISTING PIPE AS NECESSARY FOR INSTALLATION OF NEW CLEAN OUT. <br />17. SET TMV TO 90°F FOR TEMPERED WATER. <br />18. ALL DUCTWORK IN SPLASH PAD EQUIPMENT ROOM TO BE CONSTRUCTED OF <br />ALUMINUM MATERIAL. ALL DUCT HANGING HARDWARE TO BE STAINLESS STEEL <br />THAT IS COATED WITH CORROSION RESISTANT PAINT. <br />19. EXHAUST GRILLE IN SPLASH PAD EQUIPMENT ROOM TO BE CONSTRUCTED OF <br />ALUMINUM MATERIAL. <br />20. DOOR LOUVER. SEE ARCHITECTURAL DRAWINGS. <br />21. CONNECT NEW HB-1 TO EXISTING COLD WATER PIPE AT P.O.C. EXTEND EXISTING <br />COLD WATER PIPE AS REQUIRED FOR NEW CONNECTION. VERIFY LOCATION OF <br />EXISTING PIPE IN FIELD. <br />22. CONNECT NEW 1-1/2" CW PIPE TO EXISTING 1-1/2" CW MAIN SERVING WOMENS <br />RESTROOM. CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING <br />PIPE IN FIELD. <br />23. CONNECT NEW 1-1/2" CW PIPE TO EXISTING 1-1/2" CW MAIN SERVING MENS <br />RESTROOM. CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING <br />PIPE IN FIELD. <br />0'1' 2' 4'8'1/4" = 1'-0"1 PLUMBING DEMOLITION FLOOR PLAN <br />0'1' 2' 4'8'1/4" = 1'-0"2 PLUMBING REMODEL FLOOR PLAN <br />0'1' 2' 4'8'1/4" = 1'-0"3 MECHANICAL REMODEL FLOOR PLAN <br />KEYNOTES <br />GENERAL NOTES <br />N N <br />N <br />PORT <br />OLA <br />PARK <br /> <br />S <br />P <br />L <br />ASH <br /> <br />P <br />AD <br /> <br />PR <br />OJE <br />CT <br />NO <br />. <br />2 <br />5 <br />- <br />2 <br />4 <br />0 <br />1 <br />SHEET 55 OF 57