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1900 E 4th Street - Plan
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1900 E 4th Street - Plan
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Last modified
3/10/2026 5:00:18 AM
Creation date
3/10/2026 5:00:06 AM
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Template:
Plan
Permit Number
30149544
101125663
Full Address
1900 E Fourth St
Street Number
1900
Street Direction
E
Street Name
Fourth
Street Suffix
St
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GENERAL NOTES <br />12. COORDINATE ALL EQUIPMENT LOCATIONS, PIPE PENETRATIONS AND EQUIPMENT PAD LOCATIONS <br />WITH STRUCTURAL DRAWINGS PRIOR TO WORK. <br />20. THE CONTRACTOR SHALL SELECT ALL CIRCUIT SETTERS/BALANCING VALVES FOR ACTUAL FLOW <br />THROUGH THE PIPE AND THE PROPER PRESSURE DROP TO ENSURE PROPER OPERATION AND NOT <br />BASED ON PIPE SIZES. <br />19. FOR EACH SUBMITTAL, THE CONTRACTOR SHALL PROVIDE A LETTER (ON COMPANY LETTERHEAD) <br />AND SIGNED BY THE PROJECT MANAGER INDICATING THE SUBMITTAL HAS BEEN FULLY IN HOUSE <br />REVIEWED TO ENSURE FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS AND COORDINATION <br />WITH OTHER TRADES. ANY EXCEPTIONS TO THE CONTRACT DOCUMENTS SHALL BE CLEARLY <br />INDICATED ON THIS LETTER. ANY DISCREPANCIES/EXCEPTIONS NOT IDENTIFIED IN WRITING SHALL <br />BE CORRECTED AT THE SOLE EXPENSE OF THE CONTRACTOR AND AT NO EXPENSE TO THE <br />OWNER AND ENGINEER. <br />18. COORDINATE WITH ELECTRICAL AND CONTROL CONTRACTORS FOR ALL POWER <br />REQUIREMENTS PRIOR TO ORDERING ANY EQUIPMENT. <br />17. COORDINATE WITH ELECTRICAL AND CONTROL CONTRACTORS FOR ALL POWER REQUIREMENTS <br />PRIOR TO BID. <br />16. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES <br />AND EQUIPMENT. <br />15. FAUCETS, OTHER THAN LAVATORIES, SHALL BE 1.8 GPM MAXIMUM. <br />14. INSTALL VALVES WITH UNIONS OR FLANGES AT EACH PIECE OF EQUIPMENT ARRANGED TO ALLOW <br />SERVICE, MAINTENANCE, AND EQUIPMENT REMOVAL WITHOUT SYSTEM SHUT-DOWN. <br />11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF WALLS, ROOFS, <br />FOOTINGS, FLOORS, INCLUDING ALL SAW CUTTING AND CORE DRILLING. COORDINATE ALL <br />SAW CUTTING AND CORE DRILLING WITH STRUCTRUAL DRAWINGS. ANY CUTTING AND <br />DRILLING REQUIRED OF STRUCTURAL ELEMENTS THAT IS NOT SPECIFICALLY SHOWN ON <br />THE PLANS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO CUTTING <br />AND DRILLING. CONTRACTOR SHALL SUBMIT PROPOSED LOCATION AND SIZES OF SUCH <br />CUTTING AND DRILLING FOR THE ARCHITECTS AND STRUCTURAL ENGINEERS APPROVAL. <br />10. ALL VENTS THRU ROOF SHALL BE MINIMUM OF 18 INCHES VERTICAL AND FIFTEEN FEET <br />HORIZONTAL AWAY FROM ALL AIR CONDITIONING FRESH AIR INTAKES AND PROVIDED WITH VANDAL <br />PROOF HOODS. <br />9. FOR PIPE PENETRATION THROUGH STRUCTURAL MEMBERS, SEE STRUCTURAL DRAWINGS FOR <br />CONSTRUCTION. <br />8. ALL LINES BELOW SLAB ON GRADE TO BE LOCATED AWAY FROM ALL LOAD BEARING FOOTINGS. <br />7. COORDINATE AND SCHEDULE TIMING FOR UTILITY SERVICE CONNECTION. <br />6. COORDINATE AND VERIFY SIZES, LOCATIONS, DEPTHS AND PRESSURIZED PIPING PRESSURES OF <br />ALL BUILDING UTILITIES WITH CIVIL. <br />5. PROVIDE ALL TAILPIECES, TRAPS, STOPS, SUPPLY PIPES TO LAVATORIES DESIGNED AS ACCESSIBLE, <br />WITH PREFORMED INSULATION JACKET. <br />4. HOSE BIBBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW <br />PROTECTION DEVICE. HOSE BIBBS SHALL BE MOUNTED AT +18" ABOVE FLOOR UNLESS <br />OTHERWISE NOTED. <br />3. COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PLUMBING <br />FIXTURES AND DRAINS. <br />2. LAVATORY FAUCETS, SINK FAUCETS (NOT INCLUDING SERVICE SINK FAUCETS OR FAUCETS <br />DESIGNATED AS INSTITUTIONAL) SHALL MEET THE FLOW REQUIREMENTS OUTLINED IN THE <br />APPLIANCE EFFICIENCY STANDARDS. <br />1. NO PLUMBING SHALL BE INSTALLED UNTIL ALL REQUIRED PLUMBING PLAN CHECK PERMITS AND <br />APPROVALS HAVE BEEN OBTAINED FROM ALL REQUIRED AGENCIES. <br />13. COORDINATE INSTALLATION OF ALL EQUIPMENT AND PIPING WITH OTHER TRADES PRIOR TO <br />INSTALLATION. ENSURE THAT ALL CONTROL DEVICES, SHUT-OFF VALVES, ETC. ARE ACCESSIBLE FOR <br />MAINTENANCE. WHERE ACCESS PANELS IN FINISHED SPACES, OTHER THAN THAT SHOWN, CONTRACTOR <br />SHALL PROVIDE AND COORDINATE EXACT LOCATION OF PANELS WITH ARCHITECT PRIOR TO <br />INSTALLATION. <br />21. SLOPE OF PIPING SYSTEMS: <br />A. SANITARY SEWER, WASTE & VENT PIPING: 1% UNLESS NOTED OTHERWISE. <br />C. INDIRECT WASTE PIPING: 1% UNLESS NOTED OTHERWISE. <br />NOTE: 1% SLOPE IS DUE TO STRUCTURAL <br />CONDITION ONLY AND SUBJECT TO FIELD <br />INSPECTION APPROVAL. <br />SF SQUARE FEET <br />POUNDS <br />POUNDS PER SQUARE INCH <br />GALLONS PER MINUTE <br />CUBIC FEET PER HOUR <br />FEET OR FOOT <br />ABOVE <br />DRAWINGS <br />BELOW GRADE <br />ABOVE FINISH GRADE <br />ABOVE FINISH FLOOR <br />ABOVE CEILING <br />BELOW FLOOR <br />ACCESS PANEL <br />ABOVE GRADE <br />EXISTING <br />FLOOR <br />GALLONS PER FLUSH <br />WATER COLUMN <br />VENT THROUGH ROOF <br />WATER HAMMER ARRESTOR <br />NOT TO SCALE <br />EACH <br />SHUT OFF VALVESOV <br />PSI <br />NTS <br />LB <br />V.T.R. <br />W.C. <br />(E) EXISTING <br />WHA <br />CFH <br />G.P.M. <br />G.P.F. <br />FLR. <br />FT. <br />SANITARY VENT <br />POINT OF CONNECTION <br />HOT WATER <br />HOT WATER RETURN <br />COLD WATER <br />WASTE OR SEWER ABOVE SLAB <br />V <br />HW <br />HWR <br />CW <br />POC <br />ABBREV.SYMBOL DESCRIPTION <br />A.P. <br />DWGS. <br />EXIST. <br />B/F <br />B/G <br />EA. <br />A.F.F. <br />A.F.G. <br />A/C <br />A/G <br />SYMBOL ABBREV. <br />ABV <br />DESCRIPTION <br />ROOF DRAINRD <br />PLUMBING LEGEND AND ABBREVIATIONS <br />W <br />TRAP PRIMERTP <br />WATER HAMMER ARRESTORWHA <br />TP TRAP PRIMER <br />GRADE CLEAN-OUT <br />FLOOR CLEAN-OUT <br />WALL CLEAN-OUT <br />HOSE BIBB <br />VALVE ON RISE OR DROP <br />RISE OR RISER <br />DOWN OR DROP <br />GCO <br />DN <br />HB <br />UP <br />U UNION <br />FCO <br />WCO <br />PIPE MATERIALS <br />WATER ABOVE GRADE: COPPER TYPE "L" HARD DRAWN WITH WROUGHT COPPER SOLDER <br />JOINT FITTINGS. <br />WATER BELOW GRADE: COPPER TYPE "K" WITH CAST SOLDER JOINT FITTINGS. ROUGH <br />SOLDER JOINT FITTINGS, OR FLARED JOINT FITTINGS. PROVIDE POLYETHYLENE SLEEVE. <br />SOIL/WASTE AND VENT ABOVE GRADE: HEAVY DUTY HUBLESS CAST IRON PIPE AND FITTINGS. <br />HEAVY DUTY COUPLINGS. <br />SOIL/WASTE AND VENT BELOW GRADE: HEAVY DUTY HUBLESS CAST IRON PIPE AND FITTINGS. <br />HEAVY DUTY COUPLINGS. <br />1. <br />2. <br />3. <br />4. <br />APPROXIMATE AREA OF DEMOLITION <br />SCOPE OF WORK <br />DEMOLITION WORK: <br />- DEMOLISH ALL EXISTING WATER CLOSETS, EXISTING LAVATORIES AND EXISTING URINALS IN <br />TLPUB 1154 & TLPUB 1155. RECONDITION EXISTING ROUGH-INS FOR NEW PLUMBING FIXTURES. <br />FLOOR DRAINS INSIDE THESE RESTROOMS ARE TO REMAIN AND TO BE PROTECT IN PLACE. <br />- ELECTRIC WATER COOLER IN ADRFT 1150B IS TO REMAIN. PROTECT IN PLACE. <br />- DEMOLISH EXISTING SINK IN RECEP 1302. CAP ALL EXISTING PIPING BEHIND FINISHED SURFACES <br />EXCEPT THE EXISTING HOT WATER PIPING. DEMOLISH THE EXISTING HOT WATER PIPING BACK <br />TO THE MAIN. <br />- REMOVE AND THEN REINSTALL THE EXISTING WATER CLOSET AND EXISTING LAVATORY AS <br />NECESSARY IN PMG / WSGEN 1713. <br />- DEMOLISH EXISTING WATER CLOSET AND EXISTING LAVATORY IN TLPUB 1622. PROTECT IN <br />PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH INS FOR NEW PLUMBING FIXTURES. <br />- DEMOLISH EXISTING WATER CLOSET AND EXISTING LAVATORY IN PMG / TLGEN 1518. PROTECT <br />IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH-INS FOR NEW PLUMBING FIXTURES. <br />- DEMOLISH ALL EXISTING WATER CLOSETS, EXISTING LAVATORIES AND EXISTING URINALS IN <br />TLPUB 2015 & TLPUB 2016. RECONDITION EXISTING ROUGH-INS FOR NEW PLUMBING FIXTURES. <br />FLOOR DRAINS INSIDE THESE RESTROOMS ARE TO REMAIN AND TO BE PROTECT IN PLACE. <br />- DEMOLISH EXISTING WATER CLOSET AND EXISTING LAVATORY IN TLPUB 2636. PROTECT <br />IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH-INS FOR NEW PLUMBING FIXTURES. <br />- DEMOLISH ALL EXISTING RESTROOM SHUT OFF VALVES. RECONDITION EXISTING PIPING FOR <br />NEW RESTROOM SHUT OFF VALVE. REPLACE IN KIND. CONTRACTOR TO VERIFY LOCATION. <br />NEW WORK: <br />- INSTALL NEW WATER CLOSETS, NEW URINALS & NEW LAVATORIES IN TLPUB 1154 & TLPUB 1155. <br />EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW FIXTURES. <br />- REINSTALL EXISTING WATER CLOSET & EXISTING LAVATORY IN PMG /WSGEN 1713. CONNECT TO <br />EXISTING PIPING. <br />- INSTALL NEW WATER CLOSET AND NEW LAVATORY IN TLPUB 1622. EXTEND EXISTING UTILITIES <br />AS NECESSARY TO INSTALL NEW FIXTURES. <br />- INSTALL NEW WATER CLOSET AND NEW LAVATORY IN PMG / TLGEN 1518. EXTEND EXISTING <br />UTILITIES AS NECESSARY TO INSTALL NEW FIXTURES. <br />- INSTALL NEW WATER CLOSETS, NEW URINALS & NEW LAVATORIES IN TLPUB 2015 & TLPUB 2016. <br />EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW FIXTURES. <br />- INSTALL NEW WATER CLOSET AND NEW LAVATORY IN TLPUB 2636. EXTEND EXISTING UTILITIES <br />AS NECESSARY TO INSTALL NEW FIXTURES. <br />- CONNECT NEW RESTROOM SHUT OFF VALVE TO EXISTING PIPING. CONTRACTOR TO VERIFY <br />LOCATION. <br />5160 Carroll Canyon Rd, Suite 200 <br />San Diego, California 92121 <br />Consulting Engineers <br />T. 858 200-0030 F. 858 200-0037 <br />www.ma-engr.com <br />No. M 36359 E <br />A <br />CS <br />E <br />R <br />IHCNATEM <br />OF C <br />ATE <br />LA IA <br />R <br />IFLORN <br />O <br />N <br />O <br />C <br />NER <br />ETS EM <br />AT <br />E <br />R <br />ETS <br />GI <br />B <br />RPD NESY <br />FCLFA <br />GI <br />AACANHNL <br />OR <br />R <br />EE <br />N <br />OIFESSNALS <br />RETS <br />G <br />P <br />ED <br />SEFOR <br />E Y <br />NG <br />E <br />NELANO <br />EXP. 3-31-27 <br />0 5' <br />GRAPHIC SCALES: <br />Issue Date <br />1/16" = 1'-0" <br />50' <br />1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0" 3" = 1'-0" <br />0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' <br />Chckd By <br />Drwn By <br />Scale <br />Building ID: <br />KP Proj. No. <br />Permit No. <br />Sheet <br />SheetsOf <br />Sheet Title <br />Project <br />Facility <br />This document is the property of the Owner and is <br />Project Architect Approval: <br />Architect/Engineer Of Record: <br />IF THIS SHEET IS NOT 30"x42" , IT IS <br />A REDUCED PRINT - SCALE ACCORDINGLY <br />National Facilities Services <br />Post Office Box 12916 <br />Oakland California 94604 <br />not to be used without owner's written permission. <br />Floor Lev:Section: <br />Revisions <br />By Appr. <br />HGW Proj. No. <br />© <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />S <br /> <br />h <br />a <br />n <br />n <br />a <br /> <br />g <br />a <br />b <br />r <br />i <br />e <br />l <br /> <br />w <br />e <br />l <br />l <br />s <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 />ed <br />. <br /> <br /> <br />A <br />n <br />y <br /> <br />u <br />s <br />e <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 />i <br />s <br />s <br />i <br />o <br />n <br /> <br />i <br />s <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br />l <br />y <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />it <br />e <br />d <br />. <br /> <br /> <br />P <br />l <br />o <br />t <br />t <br />e <br />d <br />1955 Bacon Street. San Diego, CA 92107 <br />Office 619 523 8487 <br />www.hgwarchitecture.com <br />KAISER PERMANENTE <br />BUILDINGS ON BRAND <br />6762 <br />NO SCALE <br />1/ <br />2 <br />1 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />4 <br />: <br />1 <br />8 <br />: <br />0 <br />2 <br /> <br />P <br />M <br />01/23/2026 <br />DN <br />NB <br />CAP030945 <br />P001 <br />PLUMBING LEGEND AND GENERAL <br />NOTES <br />Santa Ana Medical Offices <br />1900 E. 4th Street <br />Santa Ana, CA, 92701 <br />PL <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />2505 <br />SANTA ANA <br />No. Revisions Date
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