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DETAILS <br />NO:DATE:DESCRIPTION: <br />JOB NO: <br />DATE ISSUED: <br />DRAWN BY: <br />CHECK BY: <br />SHEET NO: <br />OWNER/ APPLICANT: <br />503.027 <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 />3 <br />. <br />3 <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 />1 <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 />C-3.3 <br />CU <br />R <br />B <br /> <br />L <br />I <br />N <br />E <br />NOTES <br />1.CURB FACE (CF) PER PLAN. <br />2.W=18" UNLESS NOTED OTHERWISE. <br />3.ALL EXPOSED CORNERS SHALL BE ROUNDED WITH A 1/2" RADIUS. <br />4.USE CLASS B, 4500 PSI CONCRETE WITH TYPE V CEMENT AND 0.45 WATER/CEMENT RATIO. <br />CU <br />R <br />B <br /> <br />L <br />I <br />N <br />E <br />6" <br />W <br />CF <br />6" <br /> <br />T <br />Y <br />P <br />. <br />, <br /> <br />8 <br />" <br /> <br />W <br />H <br />E <br />R <br />E <br />AD <br />J <br />A <br />C <br />E <br />N <br />T <br /> <br />T <br />O <br /> <br />B <br />M <br />P <br />1"LEVEL <br />SLOPE <br />8.3% MAX <br />BATTER <br />3:12 <br />12" RADIUS <br />(TYP) <br />6" <br />CF <br />6" <br /> <br />T <br />Y <br />P <br />. <br />LEVEL <br />BATTER 3:12 <br />1 2" RADIUS <br />(TYP) <br />N.T.S.CURB AND CURB AND GUTTER DETAIL1 <br />1 3" TYPE C2-PG-64-10 ASPHALT PAVEMENT INSTALLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. <br />ASPHALT TO BE COMPACTED TO AT LEAST 95% RELATIVE COMPACTION. FOR 2-STAGE PAVING, INITIAL ASPHALT <br />LAYER SHALL BE 3" MINIMUM AND FINAL CAP SHALL BE 1 1 4" MINIMUM. <br />2 4 1 4" OF CAB OR CMB. BASE SHALL BE FREE OF DELETERIOUS MATERIALS AND PLACED IN 6" TO 8" LOOSE LIFTS, <br />MOISTURE CONDITIONED AS NECESSARY, AND COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION PER <br />ASTM D1557. <br />3 EXISTING SUBGRADE. SOILS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6", MOISTURE-CONDITIONED AS <br />NEEDED, AND RECOMPACTED IN PLACE TO MINIMUM 90% RELATIVE COMPACTION PER ASTM D1557. <br />NOTE: ALL PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. <br />3" <br />4 <br />1 <br />4" <br />1 2 <br />3 <br />N.T.S.LIGHT AC PAVEMENT DETAIL2 <br />1 4 1 4" TYPE C2-PG-64-10 ASPHALT PAVEMENT INSTALLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. <br />ASPHALT TO BE COMPACTED TO AT LEAST 95% RELATIVE COMPACTION. FOR 2-STAGE PAVING, INITIAL ASPHALT <br />LAYER SHALL BE 3" MINIMUM AND FINAL CAP SHALL BE 1 1 4" MINIMUM. <br />2 7 1 4" OF CAB OR CMB. BASE SHALL BE FREE OF DELETERIOUS MATERIALS AND PLACED IN 6" TO 8" LOOSE LIFTS, <br />MOISTURE CONDITIONED AS NECESSARY, AND COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION PER <br />ASTM D1557. <br />3 EXISTING SUBGRADE. SOILS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6", MOISTURE-CONDITIONED AS <br />NEEDED, AND RECOMPACTED IN PLACE TO MINIMUM 90% RELATIVE COMPACTION PER ASTM D1557. <br />NOTE: ALL PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. <br />4 <br />1 <br />4" <br />7 <br />1 <br />4" <br />1 2 <br />3 <br />N.T.S.MEDIUM AC PAVEMENT DETAIL3 <br />N.T.S.LOADING AREA CONCRETE PAVEMENT4 <br />1 7" THICK PCC SLAB W/ #4 @ 24" O.C.E.W. AT MID-DEPTH OF SLAB. INSTALL IN ACCORDANCE WITH <br />THE PROJECT SPECIFICATIONS. CONCRETE STRENGTH SHALL BE MINIMUM 3,250 PSI. <br />2 4" OF CAB OR CMB. BASE SHALL BE FREE OF DELETERIOUS MATERIALS AND PLACED IN 6" TO 8" LOOSE <br />LIFTS, MOISTURE CONDITIONED AS NECESSARY, AND COMPACTED TO A MINIMUM OF 95% RELATIVE <br />COMPACTION PER ASTM D1557. <br />3 EXISTING SUBGRADE. SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE <br />COMPACTION PER ASTM 1557. <br />4 PROVIDE WEAKENED PLANE JOINTS AT 10' MAX SPACING. JOINT DEPTH SHALL BE AT LEAST 1 4 OF <br />THE SLAB THICKNESS. EXPANSION JOINTS SHALL BE PROVIDED AT 50' MAX SPACING. <br />5 COLOR AND FINISH BY OTHERS. <br />NOTE: ALL PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. <br />1 <br />2 <br />4 5 <br />3 <br />1 4" THICK PCC SLAB W/ 6"X6" 10-10 WWF AT MID DEPTH OF SLAB. INSTALL IN ACCORDANCE WITH THE <br />PROJECT SPECIFICATIONS. CONCRETE STRENGTH SHALL BE MINIMUM 3,250 PSI. <br />2 COLOR, FINISH, JOINT DETAILS, AND DOWELING PER LANDSCAPE PLANS. SEE BUILDING SET FOR <br />DETAILS. <br />3 EXISTING SUBGRADE. SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE <br />COMPACTION PER ASTM 1557. <br />NOTE: ALL PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. <br />1 2 <br />3 <br />N.T.S.PEDESTRIAN CONCRETE PAVEMENT/SIDEWALK5 <br />N.T.S.CURB OPENING DETAIL6 <br />LC <br />8" <br />14" PER FOOT (2%)1 4" PER FOOT (2%) <br />R = 1 2" TYP.W/2 W/2 <br />W <br />PAVEMENT <br />AND BASE <br />PER PLAN <br />1" <br />6" BASE <br />NOTES <br />1.W=36" UNLESS NOTED OTHERWISE. <br />2.ALL EXPOSED CORNERS SHALL BE ROUNDED WITH A 1/2" RADIUS. <br />3.USE CLASS B, 4500 PSI CONCRETE WITH TYPE V CEMENT AND 0.45 WATER/CEMENT RATIO. <br />1" <br />N.T.S.RIBBON GUTTER DETAIL7 <br />4" <br />8" <br />RAILING <br />POST <br />SET POST IN FORMED <br />POCKET 1/2" LARGER IN <br />DIAMETER THAN POST; FILL <br />W/ NONSHRINK GROUT <br />FS PER PLAN <br />RAILING POST DETAIL <br />SCALE: N.T.S. <br />N.T.S.RAMP DETAIL8 <br />12" <br />36 <br />" <br />48" O.C. MAX <br />BETWEEN <br />SUPPORTS <br />12" <br />SLOPE PER PLAN <br />HANDRAIL TO BE <br />1-1/4" Ø TO 2" Ø <br />MAX. <br />SEE RAILING <br />POST DETAIL <br />FINISHED SURFACE <br />AND SLOPE PER PLAN <br />72" LANDING 60" LANDING <br />4" DIAMETER SPHERE <br />SHALL NOT PASS <br />TYP. DOME PATTERN <br />2. <br />3 <br />0 <br />" <br /> <br />M <br />I <br />N <br />2. <br />4 <br />0 <br />" <br /> <br />M <br />A <br />X <br />SINGLE <br />"TRUNCATED DOME" <br />0. <br />1 <br />8 <br />" <br /> <br />M <br />I <br />N <br />0. <br />2 <br />0 <br />" <br /> <br />M <br />A <br />X <br />0.90" MIN <br />0.92" MAX <br />SEE DETAIL A <br />DETAIL A <br />NOTE: <br />1.THE DETECTABLE WARNING SURFACE SHALL BE YELLOW AND APPROXIMATE FS 33538 OF <br />FEDERAL STANDARD 595C, PER CBC SECTION 11B-705.1.1.3.1. <br />2.THE DETECTABLE WARNING SURFACE SHALL COMPLY WITH CBC SECTION 11B.705.1.2.2 FOR <br />CURB RAMPS. <br />3.THE DETECTABLE WARNING SURFACE SHALL COMPLY WITH CBC SECTION 11B.705.1.2.5 FOR <br />WALKS. <br />4.IN CALIFORNIA: ONLY DSA-AC DETECTABLE WARNING PRODUCTS SHALL BE INSTALLED <br />3' <br /> <br />M <br />I <br />N <br /> <br />I <br />N <br /> <br />D <br />I <br />R <br />E <br />C <br />T <br />I <br />O <br />N <br />OF <br /> <br />T <br />R <br />A <br />V <br />E <br />L <br />2.30" MIN <br />2.40" MAX <br />0. <br />6 <br />5 <br />" <br /> <br />M <br />I <br />N <br />0. <br />4 <br />5 <br />" <br /> <br />M <br />I <br />N <br />0. <br />4 <br />7 <br />" <br /> <br />M <br />A <br />X <br />TAPERED <br />EDGES <br />WHERE <br />EXPOSED <br />CL OF CULVERT <br />W <br />W/2 W/26"6"GRADE <br />CULVERT <br />12 <br />" <br />6" <br />6" BASE <br />2% MIN <br />SANTA ANA <br />PARKWAY CULVERT <br />CURB DRAIN <br />INVERT TO <br />MATCH BMP'S <br />FG-TOP <br />ELEVATION <br />NOTE: W = 4' UNLESS NOTED OTHERWISE. <br />CONCRETE CHANNEL DETAIL9 N.T.S. <br />TRUNCATED DOMES DETAIL10 N.T.S. <br />GRAVEL <br />LAYER, TYP. <br />36 <br />" <br />, <br /> <br />T <br />Y <br />P <br />. <br />36 <br />" <br />, <br /> <br />T <br />Y <br />P <br />. <br />12", TYP. <br />12", TYP. <br />TOP OF BMP <br />BOTTOM OF <br />BMP <br />ALIGN FIRST CURB OPENING <br />WITH BMP BOTTOM, AS SHOWN <br />ALIGN FIRST CURB OPENING <br />WITH BMP BOTTOM, AS SHOWN <br />SP <br />A <br />C <br />E <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />I <br />N <br />G <br /> <br />C <br />U <br />R <br />B <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br />S <br />EV <br />E <br />N <br />L <br />Y <br /> <br />A <br />C <br />R <br />O <br />S <br />S <br /> <br />T <br />H <br />E <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br /> <br />O <br />F <br />TH <br />E <br /> <br />B <br />M <br />P <br />. <br /> <br /> <br />N <br />U <br />M <br />B <br />E <br />R <br /> <br />O <br />F <br /> <br />C <br />U <br />R <br />B <br /> <br />C <br />U <br />T <br />S <br />PE <br />R <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br /> <br />1 <br />, <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />C <br />- <br />6 <br />. <br />1 <br />. <br />CURB HEIGHT <br />PER PLAN <br />TURN CURB 90° <br />FOR 12" AS SHOWN <br />SLOPE VARIES, 2% MIN <br />SHEET 9 OF 21 <br />MI <br />JM <br />9/6/2024 <br />N.T.S.BMP CURB DETAIL11 <br />6" <br />VA <br />R <br />I <br />E <br />S <br />, <br />8" <br /> <br />M <br />A <br />X <br />LEVEL <br />1 2" RADIUS <br />(TYP) <br />TOP OF BMP <br />8" <br /> <br />M <br />I <br />N <br />2:1 M <br />A <br />X <br />3:1 MA <br />X <br />CASE 1 <br />NOTES <br />1.ALL EXPOSED CORNERS SHALL BE ROUNDED WITH A 1/2" RADIUS. <br />2.USE CLASS B, 4500 PSI CONCRETE WITH TYPE V CEMENT AND 0.45 WATER/CEMENT RATIO. <br />EXISTING GRADE <br />N.T.S.CONCRETE GUTTER AT SIDEWALK DETAIL12 <br />SLOPE <br /> <br />V <br />A <br />R <br />I <br />E <br />S <br />, <br />2:1 MA <br />X <br />ROW <br />3' <br />4" <br />EXISTING PUBLIC <br />SIDEWALK <br />NEW LANDSCAPING <br />PCC GUTTER <br />MIN. STRENGTH <br />= 3,250 PSI <br />8.3%8.3% <br />AT R.O.W. <br />CONCRETE CHANNEL W/OUT CULVERT13 N.T.S. <br />CL <br />W <br />W/2 W/26"6"GRADE <br />12 <br />" <br />6" <br />6" BASE <br />NOTE: W = PER PLAN. <br />INVERT TO MATCH BMP'S <br />FG-TOP ELEVATION <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