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NO:DATE:DESCRIPTION: <br />JOB NO: <br />DATE ISSUED: <br />DRAWN BY: <br />CHECK BY: <br />SHEET NO: <br />OWNER/ APPLICANT: <br />CONSULTANT: <br />PROFESSIONAL SEAL: <br />K: <br />\ <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br />S <br />\ <br />5 <br />0 <br />3 <br />. <br />0 <br />2 <br />7 <br /> <br />L <br />A <br />K <br />E <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br /> <br />I <br />N <br />D <br />U <br />S <br />T <br />R <br />I <br />A <br />L <br /> <br />C <br />O <br />M <br />P <br />L <br />E <br />X <br />\ <br />C <br />A <br />D <br />\ <br />S <br />H <br />E <br />E <br />T <br />S <br />\ <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />2 <br /> <br />A <br />N <br />D <br /> <br />3 <br /> <br />O <br />N <br />S <br />I <br />T <br />E <br />\ <br />C <br />- <br />4 <br />. <br />2 <br /> <br />U <br />T <br />I <br />L <br />I <br />T <br />Y <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />. <br />D <br />W <br />G <br /> <br /> <br />4/ <br />9 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />2 <br />: <br />2 <br />8 <br />: <br />0 <br />3 <br /> <br />P <br />M <br />a California general partnership <br />3315 Fairview Road <br />Costa Mesa, California 92626 <br />C.J.Segerstrom & Sons <br />PROJECT TITLE <br />SOUTH COAST <br />TECHNOLOGY <br />CENTER <br />BUILDING #2 - 3120 Lake Center Drive <br />BUILDING #3 - 3100 Lake Center Drive <br />Santa Ana, California 92704 <br />APN: 414-272-09, 414-272-10 <br />Shell Building Only <br />PLOT DATE:4/9/2025 <br />UTILITY DETAILS <br />C-4.2 <br />503.027 <br />N.T.S.TYPICAL TRENCH DETAIL1 <br />TYPICAL SECTION <br />UNDER SOIL <br />TYPICAL SECTION <br />UNDER PAVEMENT <br />W <br />W/2 <br />6" <br /> <br />M <br />I <br />N <br />PR <br />I <br />M <br />A <br />R <br />Y <br /> <br />B <br />E <br />D <br />D <br />I <br />N <br />G <br />ZO <br />N <br />E <br /> <br />- <br /> <br />9 <br />5 <br />% <br />CO <br />M <br />P <br />A <br />C <br />T <br />I <br />O <br />N <br />, <br />CR <br />U <br />S <br />H <br />E <br />D <br /> <br />R <br />O <br />C <br />K <br />FO <br />R <br /> <br />D <br />O <br />M <br />E <br />S <br />T <br />I <br />C <br />WA <br />T <br />E <br />R <br />, <br /> <br />I <br />R <br />R <br />I <br />G <br />A <br />T <br />I <br />O <br />N <br />, <br />SA <br />N <br />I <br />T <br />A <br />R <br />Y <br /> <br />S <br />E <br />W <br />E <br />R <br />AN <br />D <br /> <br />S <br />T <br />O <br />R <br />M <br /> <br />D <br />R <br />A <br />I <br />N <br />. <br />CL <br />E <br />A <br />N <br /> <br />F <br />I <br />L <br />L <br /> <br />S <br />A <br />N <br />D <br />FO <br />R <br /> <br />F <br />I <br />R <br />E <br /> <br />W <br />A <br />T <br />E <br />R <br />. <br />12 <br />" <br /> <br />M <br />I <br />N <br />TR <br />E <br />N <br />C <br />H <br />ZO <br />N <br />E <br /> <br />- <br /> <br />9 <br />5 <br />% <br />CO <br />M <br />P <br />A <br />C <br />T <br />I <br />O <br />N <br />SAWCUT <br />EXISTING <br />PAVEMENT <br />REPLACE WITH SECTION 1" <br />THICKER THAN EXISTING <br />FINISHED GRADE OR <br />FINISHED SURFACE <br />W = PIPE DIA (OD) +12" MIN, PIPE DIA +18" MAX <br />12" <br />INSTALL MIN 14 AWG <br />TRACING WIRE. FIRE <br />WATER ONLY <br />NOTES: <br />1. ALL TRENCHING & CONSTRUCTION <br />OPERATIONS SHALL COMPLY WITH OSHA <br />REQUIREMENTS. <br />2. REMOVE AND REPLACE EXISTING <br />SURFACE MATERIAL TO THE SATISFACTION <br />OF THE OWNER. COMPLY WITH LOCAL <br />JURISDICTION FOR PAVEMENT REPAIR. <br />3. SLOPING TRENCH WALL SECTION SUBJECT <br />TO THE OWNER'S APPROVAL. <br />4.ALL UTILITY INSTALLATION TO COMPLY <br />WITH THE CPC, CBC, AND AHJ LATEST <br />EDITION, PARTICULAR NOT TO CPC <br />SECTION 720.0 AND 721.0. <br />5.ALL WATER SYSTEMS SHALL BE <br />HYDROSTATICALLY TESTED, FLUSHED, <br />AND DISINFECTED PRIOR TO USE <br />ACCORDING TO THE METHOD SET IN THE <br />CA PLUMBING CODE, LATEST EDITION, <br />AWWA, STATE OF CALIFORNIA HEATH <br />DEPARTMENT, AND IN ACCORDANCE WITH <br />LOCAL AHJ CRITERIA. <br />BROOKS BOX 2424 CATCH BASIN DETAIL2 <br />MIN <br />12" <br />NOTES: <br />1. FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY NO. A-1240 OR EQUAL, WITH THE WORD <br />"SEWER" OR "STORM DRAIN" EMBOSSED ON COVER AS REQUIRED AND PER COORDINATION <br />WITH ART DIRECTION. <br />2. PAVEMENT FINISHES AROUND CLEANOUTS TO BE PER PLAN <br />4" <br />SACK SLURRY <br />6" THICK CONC COLLAR <br />6" MIN ALL AROUND FRAME <br />CONCRETE OR 1 <br />CL <br />PER PLAN <br />STANDARD 45° BEND <br />FLOW <br />TOP OF FRAME ELEV <br />FL ELEV. <br />PER PLAN <br />CONNECTION TO PIPE <br />PAVEMENT PER PLAN.PAVEMENT PER PLAN. <br />RISER SIZE SAME AS LINE SIZE UNLESS <br />OTHERWISE NOTED <br />FS PER PLAN. PAVEMENT <br />FINISHES TO BE PER PLAN <br />FRAME AND COVER <br />N.T.S.TYPICAL CLEANOUT DETAIL3 <br />NOTES <br />WATER MAIN <br />PIPE ZONE <br />BACKFILL <br />PAVEMENT PER PLAN <br />TYPICAL TRENCH <br />BACKFILL ZONE <br />1.PROVIDE ADJUSTABLE VALVE BOXES FOR ALL VALVES 4" OR LARGER <br />2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING VALVE BOXES TO GRADE AFTER <br />INSTALLATION OF PAVEMENT. <br />3.COMPACTION PER PROJECT SOILS REPORT. <br />4.WHERE VALVES OCCUR IN LANDSCAPING, INSTALL 6" THICK 2,000 PSI CONCRETE COLLAR. TOP OF COLLAR <br />SHALL BE 1" ABOVE FINISHED GRADE. <br />5.VALVES TO BE LINES SIZED, UNLESS OTHERWISE NOTED. <br />VALVE CAN BY ALHAMBRA FOUNDRY, A-3005 <br />CONC. COLLAR (3000 PSI) <br />ROADWAY <br />BASE (CMB) <br />VALVE BACKFILL ZONE (SAND) <br />#4 REBAR <br />(4 REQ'D) <br />PROVIDE UTILITY MARKER <br />PROVIDE VALVE STEM <br />EXTENSION WHEN DEPTH <br />TO OPERATOR EXCEEDS 5' <br />12 <br />" <br />6" <br /> <br />M <br />I <br />N <br />4" <br /> <br />M <br />I <br />N <br />12 <br />" <br />9" <br />8" <br />8" <br />2" <br />CLASS "A" CONCRETE VALVE SUPPORT <br />PROVIDED FOR ALL VALVES. SUPPORT <br />SHALL BE 12"X12"X12". <br />12" MIN <br />N.T.S.VALVE BOX DETAIL4 <br />1.THE LOCATION AND HEIGHT ABOVE FINISHED SURFACE OF THE FIRE <br />DEPARTMENT CONNECTION AND THE POST INDICATOR VALVE SHALL BE <br />VERIFIED WITH THE FIRE AUTHORITY. <br />2.THE POST INDICATOR VALVE AND THE FIRE DEPARTMENT CONNECTION SHALL <br />BE PAINTED OSHA SAFETY RED. <br />3.THE POST INDICATOR VALVE SHALL BE LOCKED IN THE OPEN POSITION. <br />4.THE FIRE DEPARTMENT CONNECTION SHALL BE ORIENTED TO FACE THE FIRE <br />DEPARTMENT ACCESS ROAD. <br />5.SIGNAGE SHALL BE PER FIRE DEPARTMENT CRITERIA. <br />DIRECTION OF FLOWDIRECTION OF FLOW <br />PROPOSED FIRE <br />WATER LINE <br />POST <br />INDICATOR <br />VALVE <br />FIRE DEPARTMENT CONNECTION. <br />SEE DETAIL 6, HEREON. <br />NOTES <br />TEE TEE <br />GATE VALVE <br />CHECK VALVE <br />TEE <br />8" FIRE WATER PIPE <br />CHECK VALVE TO <br />BE INSTALLED <br />WITHIN 3'X4' VAULT <br />24 <br />" <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br />42 <br />" <br /> <br />M <br />A <br />X <br />I <br />M <br />U <br />M <br />CHECK VALVE <br />WITH THRUST <br />RESTRAINT <br />PAVEMENT OR <br />SOIL <br />36 <br />" <br />PAVEMENT OR <br />SOIL <br />N.T.S.FDC, CHECK VALVE, AND PIV DETAIL5 <br />THRUST RESTRAINT <br />CHECK VALVE WITH <br />FINISHED SURFACE <br />TEE WITH <br />RESTRAINT JOINTS <br />NOTES: <br />1. THE SYSTEM SHALL BE INSTALLED PER <br />N.F.P.A 13, 14, AND 24. <br />2. THE FIRE DEPARTMENT CONNECTION <br />SHALL BE PAINTED OSHA SAFETY RED. <br />3.THE FDC IS CONCEPTUAL AND SHOWN <br />FOR COORDINATION PURPOSED ONLY. <br />THE CONTRACTOR SHALL <br />COORDINATE THE FDC OUTLET <br />CONFIGURATION WITH THE FIRE <br />SPRINKLER DRAWINGS. <br />4 THE FIRE DEPARTMENT CONNECTION <br />SHALL BE VISIBLE, ACCESSIBLE <br />(THREE FEET CLEAR ABOVE AND ON <br />BOTH SIDES) AND INSTALLED WITH THE <br />INLETS NOT LESS THAN 24 INCHES AND <br />NOT MORE THAN 42 INCHES ABOVE <br />THE LEVEL OF GRADE, WITH THE FDC <br />FACING THE STREET. WHEN A FENCE <br />OR OTHER OBSTRUCTION IS <br />PROVIDED, THE FDC SHALL BE <br />ACCESSIBLE FROM THE PUBLIC SIDE <br />OF THE OBSTRUCTION <br />LINE SIZE <br />PER PLAN <br />D.I. RISER <br />FLGXFLG <br />FIRE DEPT. CONNECTION CLAPPER <br />BODY. POTTER ROEMER 5763/5785 OR <br />FIRE DEPARTMENT APPROVED EQUAL. <br />24 <br />" <br /> <br />M <br />I <br />N <br /> <br />- <br /> <br />4 <br />2 <br />" <br /> <br />M <br />A <br />X <br />N.T.S.FIRE DEPARTMENT CONNECTION DETAIL6 <br />N.T.S.BOLLARD PROTECTION DETAIL <br />N.T.S. <br />FIRE SPRINKLER RISER DETAIL10 <br />N.T.S. <br />2024-09-06 <br />MI <br />JB/JT <br />SHEET 14 OF 21 <br />RISER TO BE IN-BUILDING RISER <br />SERIES IBR BY AMES OR <br />APPROVED EQUIVALENT. SIZE <br />TO BE CONFIRMED BY FIRE <br />SPRINKLER ENGINEER. <br />DOUBLE CHECK DETECTOR DETAIL9 <br />N.T.S. <br />36 <br />" <br /> <br />M <br />I <br />N <br />FO <br />R <br /> <br />F <br />I <br />R <br />E <br />WA <br />T <br />E <br />R <br />DETECTABLE <br />WARNING <br />TAPE <br />CAP TEE OR CONTINUE LINE, AS <br />APPLICABLE, PER PLAN <br />NOTE: <br />1. FOR CLEANOUTS WITHIN <br />PUBLIC R.O.W., SEE CITY OF <br />SANTA ANA STD. PLAN 1204 <br />NOTE: <br />1. FOR TRENCHING WITHIN <br />PUBLIC R.O.W., SEE CITY OF <br />SANTA ANA STD. PLAN 1150. <br />7FIRE HYDRANT DETAIL8 <br />BACKFLOW PREVENTER DETAIL11 N.T.S. <br />N.T.S. <br />OWNER/ APPLICANT: <br />CONSULTANT: <br />PROFESSIONAL SEAL: <br />PROJECT TITLE <br />SOUTH COAST <br />TECHNOLOGY <br />CENTER <br />BUILDING #2 - 3120 Lake Center Drive <br />BUILDING #3 - 3100 Lake Center Drive <br />Santa Ana, California 92704 <br />APN: 414-272-09, 414-272-10 <br />Shell Building Only <br />04/09/2025 <br />Behrooz Sarlak 4/22/2025