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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 />5 <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 />7 <br />: <br />2 <br />0 <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-4.5 <br />503.027 <br />N.T.S.THRUST BLOCK DETAILS1 <br />2024-09-06 <br />JB/JT <br />MI <br />SHEET 17 OF 21 <br />ADDITIONAL NOTES: <br />1.PIPE FITTINGS SHALL BE WRAPPED WITH 1 LAYER OF 10 MIL <br />POLYETHYLENE SHEETING TAPED IN PLACE, SEE SPECIFICATIONS. <br />2.THRUST BLOCK BEARING FACES SHALL BE POURED AGAINST <br />UNDISTURBED SOIL, OR APPROVED COMPACTED BACKFILL. BEARING <br />FACES SHALL BE A MINIMUM OF 6-INCHES PAST THE TRENCH WALL. <br />3.THRUST BLOCKS SHALL BE CLASS 560-C-3250 CONCRETE, UNLESS <br />OTHERWISE SPECIFIED. <br />4.ALL BURIED NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. <br />5.FOR THRUST RESTRAINT ON PIPES LARGER THAN 12-INCHES IN <br />DIAMETER, SPECIAL REVIEW AND APPROVAL IS REQUIRED FROM THE <br />WATER RESOURCES DIVISION. <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