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(1 <br />2 <br />' <br />' <br /> <br />V <br />C <br />P <br /> <br />S <br />S <br />) <br />(1 <br />2 <br />' <br />' <br /> <br />V <br />C <br />P <br /> <br />S <br />S <br />) <br />(1 <br />2 <br />' <br />' <br /> <br />V <br />C <br />P <br /> <br />S <br />S <br />) <br />(1 <br />2 <br />' <br />' <br /> <br />V <br />C <br />P <br /> <br />S <br />S <br />) <br />(1 <br />2 <br />' <br />' <br /> <br />V <br />C <br />P <br /> <br />S <br />S <br />) <br />(1 <br />2 <br />' <br />' <br /> <br />V <br />C <br />P <br /> <br />S <br />S <br />) <br />(1 <br />2 <br />' <br />' <br /> <br />V <br />C <br />P <br /> <br />S <br />S <br />) <br />(1 <br />2 <br />' <br />' <br /> <br />V <br />C <br />P <br /> <br />S <br />S <br />) <br />(1 <br />2 <br />' <br />' <br /> <br />V <br />C <br />P <br /> <br />S <br />S <br />) <br />(1 <br />2 <br />' <br />' <br /> <br />V <br />C <br />P <br /> <br />S <br />S <br />) <br />(8'' VCP SS) <br />(8'' VCP SS) <br />(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS) <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />(18'' RCP SD)(18'' RCP SD)(18'' RCP SD) <br />(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS) <br />(10'' A <br />C <br />P <br /> <br />W <br />) <br />(10'' ACP W)(10'' ACP W)(10'' ACP W)(10'' ACP W)(10'' ACP W) <br />(1 <br />0 <br />' <br />' <br /> <br />A <br />C <br />P <br /> <br />W <br />) <br />E E E E E E E E E E E E E E <br />E <br />E <br />E <br />E <br />E <br />E <br />E <br />E <br />E <br />E <br />E <br />E <br />E <br />E <br />E <br />E <br />E <br />E E E E E E <br />E <br />E <br />E <br />TEL <br />E <br />E <br />E <br />4" SS VCP4" SS VCP4" SS VCP <br />RW <br />RW <br />RW <br />RW <br />RW <br />RW <br />RW <br />RW <br />RW <br />RW <br />RW <br />600035.624sd-fnc <br />600135.593sd-fnc <br />6002 <br />35.556sd-fnc <br />600335.562sd-fnc <br />600435.562sd-fnc <br />6005 <br />35.658104 <br />600635.673104 <br />600735.671104 <br />600835.667104 <br />600935.665 <br />104 <br />601034.759 <br />103 <br />601134.766103 <br />601234.773103 <br />601334.774 <br />103 <br />601434.759103 <br />601534.760103 <br />601634.761103 <br />601734.760103 601834.760103 <br />601934.761103 <br />602033.739102602133.741102 <br />602233.732102602333.739102 <br />602433.729102 <br />6025 <br />34.997mh-cen <br />602634.984mh-cen <br />6027 <br />35.001mh-cen602834.991mh-cen <br />602934.990mh-cen <br />603035.416sd-ap <br />603135.418sd-ap <br />6032 <br />35.429sd-ap <br />6033 <br />35.435sd-ap <br />6034 <br />35.423sd-ap <br />E <br />~DIRT/VEGETATION~ <br />~DIRT~ <br />~DIRT~ <br />~DIRT~ <br />~DIRT~ <br />~DIRT~ <br />~DIRT~ <br />~FG~ <br />~AC~ <br />~AC~ <br />~AC~~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~~AC~ <br />~AC~~AC~ <br />~AC~ <br />~S <br />W <br />~ <br />~S <br />W <br />~ <br />~S <br />W <br />~ <br />~S <br />W <br />~ <br />~S <br />W <br />~ <br />~SW~~SW~ <br />~SW~ <br />40 <br />40 <br />40 <br />40 <br />39 <br />38 <br />37 <br />36 <br />39 <br />39 <br />39 <br />38 <br />38 <br />38 <br />37 <br />36 <br />37 <br />3736 <br />35 <br />35 <br />34 <br />34 <br />343536 <br />35 <br />34 <br />35 <br />35 <br />34 <br />34 <br />~DIRT/VEGETATION~ <br />~DIRT/VEGETATION~ <br />~DIRT/VEGETATION~~DIRT/VEGETATION~ <br />SHADED STORAGE SPACE <br />AND CMU ENCLOSURE <br />7.2' TO 9.5' TALL <br />CHAIN-LINK FENCE <br />W/ GREEN PRIVACY <br />SCREEN ~6' TALL <br />CHAIN-LINK FENCE <br />W/ GREEN PRIVACY <br />SCREEN ~6' TALL <br />CHAIN-LINK FENCE <br />W/ GREEN PRIVACY <br />SCREEN ~6' TALL <br />CHAIN-LINK FENCE <br />W/ GREEN PRIVACY <br />SCREEN ~6' TALL <br />CHAIN-LINK FENCE <br />W/ OVERGROWN <br />SHRUBS ~6' TALL <br />34.41 RIM34.64 RIM34.96 RIM <br />SSMH <br />35.62 RIM SSMH <br />35.17 RIM <br />SSMH <br />33.79 RIM <br />SSMH <br />33.47 RIM <br />22.13 INV <br />WV <br />33.38 RIM <br />CULVERT <br />TELE MH <br />34.32 RIM <br />ELMH <br />34.34 RIM <br />SSMH <br />34.81 RIM <br />SDMH <br />35.39 RIM <br />~29.66 INV IN E <br />~29.64 INV OUT W <br />WV <br />35.75 RIM <br />BOL (2) <br />EL RISER <br />EL RISER <br />SIGN <br />SIGN <br />LP <br />EL RISER <br />SIGN <br />EL RISER <br />SDMH <br />33.71 RIM <br />CATCHBASIN <br />33.21 FL <br />~29.08 INV PIPE IN E <br />PARALLEL <br />CURB RAMP <br />CURB <br />RAMP <br />35.62 TC <br />35.48 EG <br />35.37FL <br />35.36 TC <br />35.03 EG <br />34.66 FL <br />35.27 TC <br />34.87 EG <br />34.57 FL <br />34.75 TC <br />34.41 EG <br />34.04 FL <br />33.75 <br />FL <br />32.22 FL <br />32.98 FL <br />34.10 TC <br />33.89 EG <br />33.43 FL <br />34.35 TC <br />33.93 EG <br />33.66 FL <br />33.99 TC <br />33.55 EG <br />33.29 FL <br />33.68 TC <br />33.36 EG <br />32.97 FL <br />33.57 TC <br />33.20 EG <br />32.90 FL <br />33.17 TC/FS <br />34.50 TB <br />34.00 FS 36.50 TC/TB <br />36.00 FS <br />35.59 EC 35.47 EC 35.23 EC <br />34.36 EC <br />34.11 EC <br />33.89 EC <br />FH <br />SIGN <br />BOL <br />33.76 TC <br />33.34 EG <br />33.05 FL <br />60' <br />30' <br />8' <br />60' <br />60' <br />60 <br />' <br />30 <br />' <br />8' <br />60' <br />30' <br />8' <br />22' <br />5.5' WIDE <br />SIDEWALK <br />5.4' WIDE <br />SIDEWALK <br />5.6' WIDE <br />SIDEWALK 5.4' WIDE <br />SIDEWALK <br />5.5' WIDE <br />SIDEWALK <br />SIDEWALK <br />7.1' WIDE <br />SIDEWALK <br />5.4' WIDE <br />SIDEWALK <br />5.6' WIDE <br />SIDEWALK <br />5.4' WIDE <br />SIDEWALK 5.3' WIDE <br />SIDEWALK <br />N 88°43'35" E 475.07' <br />N <br />0 <br />1 <br />° <br />1 <br />9 <br />' <br />4 <br />5 <br />" <br /> <br />W <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />4 <br />5 <br />4 <br />. <br />6 <br />4 <br />' <br />N 88°40'15" E 483.05' <br />N <br />0 <br />1 <br />° <br />1 <br />9 <br />' <br />4 <br />5 <br />" <br /> <br />W <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />4 <br />8 <br />6 <br />. <br />9 <br />6 <br />' <br />Δ=89°56'40" <br />R=25.00' <br />L=39.24' <br />Δ=43°56'16" <br />R=24.50' <br />L=18.79' <br />PUBLIC UTILITY EASEMENT REC. <br />2008-000207324 <br />TRAIN X-ING <br />FEAT <br />~AC~ <br />~DIRT~ <br />36 <br />35.57 FS <br />35.86 FS <br />36.18 EC <br />CL <br />CL <br />12 <br />+ <br />0 <br />0 <br />11 <br />+ <br />0 <br />0 <br />10 <br />+ <br />0 <br />0 <br />9+ <br />0 <br />0 <br />8+ <br />0 <br />0 <br />23+00 24+00 25+00 26+00 27+00 <br />SIGN (2)GUTTER CONTINUES EAST <br />RIBBON GUTTER <br />TYP.CURB AND GUTTER <br />TYP. <br />BUILDING 1 <br />37.25 FF <br />36.58 PAD <br />SU <br />S <br />A <br />N <br /> <br />S <br />T <br /> <br />( <br />P <br />U <br />B <br />L <br />I <br />C <br />) <br />LAKE CENTER DR <br />(PUBLIC) <br />13 <br />13 <br />13 <br />13 <br />13 <br />12 <br />12 <br />12 <br />12 <br />14 <br />14 <br />14 <br />14 <br />14 <br />14 14 14 14 <br />14 <br />14 <br />14 <br />14 <br />14 <br />14 <br />1414 <br />PL <br />PL <br />PL <br />PL <br />PL <br />PLPL <br />PL <br />PL <br />PL <br />PL <br />PL PL <br />PL PL <br />13 <br />13 <br />13 <br />13 <br />13 <br />1313 <br />13 <br />13 13 13TRACT 11420 <br />M.M. 492/6-9 <br />C. <br />J <br />. <br /> <br />S <br />E <br />G <br />E <br />R <br />S <br />T <br />R <br />O <br />M <br /> <br />& <br /> <br />S <br />O <br />N <br />S <br />SO <br />U <br />T <br />H <br />E <br />R <br />N <br /> <br />P <br />A <br />C <br />I <br />F <br />I <br />C <br /> <br />R <br />A <br />I <br />L <br />R <br />O <br />A <br />D <br /> <br />E <br />A <br />S <br />E <br />M <br />E <br />N <br />T <br />PL <br />N 88°43'35" E 475.07' <br />N 88°40'15" E 483.05' <br />N <br />0 <br />1 <br />° <br />1 <br />9 <br />' <br />4 <br />5 <br />" <br /> <br />W <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />4 <br />8 <br />6 <br />. <br />9 <br />6 <br />' <br />Δ=89°56'40" <br />R=25.00' <br />L=39.24' <br />Δ=43°56'16" <br />R=24.50' <br />L=18.79' <br />N <br />0 <br />1 <br />° <br />1 <br />9 <br />' <br />4 <br />5 <br />" <br /> <br />W <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />4 <br />5 <br />4 <br />. <br />6 <br />4 <br />' <br />23+00 24+00 25+00 26+00 27+00 <br />12 <br />+ <br />0 <br />0 <br />11 <br />+ <br />0 <br />0 <br />10 <br />+ <br />0 <br />0 <br />9+ <br />0 <br />0 <br />8+ <br />0 <br />0 <br />SUSAN ST. STATION 12+89.00. <br />LAKE CENTER DRIVE STATION 27+93.13 <br />CL <br />CL <br />CL <br />CL CL CL <br />21 <br />. <br />8 <br />5 <br />' <br />30 <br />' <br />22' <br />30' <br />36 36 36 <br />36 <br />36 <br />36 <br />36 <br />36 <br />36 <br />36 <br />35 <br />36 <br />36 <br />36 <br />35 <br />35 <br />35 <br />34 <br />15 15 <br />15 <br />15 <br />15 <br />15 <br />15 <br />15 <br />15 <br />36 <br />35 <br />35 <br />35 <br />(34.04)FG 11 11 11 11 35.40 FG35.74 FG 35.39 TG <br />34.39 FL/INV <br />8 <br />(29.74)INV 7 <br />10 <br />0.7%0.7%0.5%0.5%2.7% <br />0.5 <br />% <br />0. <br />5 <br />% <br />0. <br />5 <br />% <br />0.5 <br />% <br />36 <br />35 <br />35 <br />7 CONNECT PROPOSED STORM DRAIN PIPE TO <br />EXISTING 18" RCP LINE. CONTRACTOR TO VERIFY <br />INVERT PRIOR TO THE START OF CONSTRUCTION. <br />8 INSTALL 18" HDPE STORM DRAIN PIPE. PIPE SLOPE TO <br />BE 2% MINIMUM. <br />9 NOT USED. <br />10 CONSTRUCT SEDIMENT BASIN PER DETAIL 1, <br />HEREON. <br />11 CONSTRUCT DIRT SWALE. SIDE SLOPES 3:1 MAX. <br />FLOWLINE SLOPE 0.5% MIN. <br />12 REGRADE EXISTING NATIVE TO MATCH PROPOSED <br />CREST OF BMP AND JOIN EXISTING WHERE SHOWN. <br />13 LIMIT OF GRADING. <br />14 LIMITS OF REMEDIAL REMOVAL. ALL STOCKPILE SOIL <br />AND UNDOCUMENTED FILLS, INCLUDING IN-FILLED <br />DRAINAGE DITCHES OR TRENCHES, WITHIN REMEDIAL <br />REMOVAL LIMITS SHALL BE ENTIRELY REMOVED AND <br />RECOMPACTED IN ACCORDANCE WITH THE <br />GEOTECHNICAL REPORT. <br />15 LIMIT OF BUILDING PAD. <br />CONSTRUCTION NOTES <br />NO:DATE:DESCRIPTION: <br />JOB NO: <br />DATE ISSUED: <br />DRAWN BY: <br />CHECK BY: <br />SHEET NO: <br />PROJECT TITLE <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 />1 <br /> <br />R <br />O <br />U <br />G <br />H <br /> <br />G <br />R <br />A <br />D <br />E <br />\ <br />C <br />- <br />3 <br />. <br />1 <br /> <br />G <br />R <br />A <br />D <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />. <br />D <br />W <br />G <br /> <br /> <br />10 <br />/ <br />9 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />4 <br />: <br />3 <br />1 <br />: <br />4 <br />1 <br /> <br />P <br />M <br />SOUTH COAST <br />TECHNOLOGY <br />CENTER <br />a California general partnership <br />3315 Fairview Road <br />Costa Mesa, California 92626 <br />C.J.Segerstrom & Sons <br />BUILDING #1 <br />3600 S. Susan Street <br />Santa Ana, California <br />APN: 414-261-01 <br />1" = 20' <br />2001020 <br />503.027 <br />KH <br />JB <br />10/07/2024 <br />ROUGH GRADING <br />PLAN <br />C-3.1 <br />SHEET 3 OF 4 <br />N.T.S. <br />DETAIL <br />SEE GRATE ASSEMBLY <br />GRATE ASSEMBLY DETAIL <br />1/2" X 2" STEEL STRAP WITH <br />3/8" BOLT <br />#4 REBAR <br />WELDED TYP. <br />3 MAX <br />1 <br />6" <br />2' MIN.8" MIN TO 12" MAX. <br />6" <br />A <br />A <br />18" Ø CMP RISER INLET. PERFORATIONS: <br />1/2" X 12" (MAX.) SLOT OR 1/2" TO 1-1/2" DIA. <br />HOLES, 10"-12" ON CTR. AND STAGGERED <br />N.T.S.BASIN RISER DETAIL1 <br />10/14/2024 <br />Behrooz Sarlak 10/29/2024