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<br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />CO <br />M <br />P <br />A <br />C <br />T <br />NO <br />P <br />A <br />R <br />K <br />I <br />N <br />G <br />NO <br />P <br />A <br />R <br />K <br />I <br />N <br />G <br />NO <br />P <br />A <br />R <br />K <br />I <br />N <br />G <br />CAR <br />P <br />O <br />O <br />L <br />CAR <br />P <br />O <br />O <br />L <br />CAR <br />P <br />O <br />O <br />L <br />CAR <br />P <br />O <br />O <br />L <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~~FG~ <br />~FG~ <br />~FG~~FG~~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~~FG~~FG~ <br />~FG~~FG~~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~AC~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~FG~ <br />~SW~ <br />~CULV <br />E <br />R <br />T <br />~ <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~~SW~~SW~ <br />~SW~ <br />~SW~ <br />~SW~ <br />~SW <br />~ <br />~SW~ <br />~SW <br />~ <br />~SW~ <br />~POND~ <br />~POND~ <br />~POND~ <br />~CONC~ <br />~CONC~ <br />~CONC~ <br />~CONC~ <br />~CONC~ <br />~CONC~ <br />~CONC~ <br />~NG~ <br />~NG~~NG~ <br />~SW~ <br />~SW~34 <br />43 <br />43 <br />35 <br />35 <br />35 <br />35 <br />35 36 37 38 <br />36 <br />37 <br />36 <br />36 <br />36 <br />36 <br />36 <br />36 <br />37 <br />37 <br />38 <br />35 <br />36 <br />37 <br />38 <br />37 <br />35 <br />35 <br />38 <br />37 <br />36 <br />36 <br />36 <br />37 37 <br />37 <br />38 <br />38 <br />38 <br />37 <br />37 <br />38 <br />38 <br />34 <br />34 <br />37 <br />CO <br />M <br />P <br />A <br />C <br />T <br />38 <br />38 <br />~SW~ <br />METAL FENCE <br />5' TALL <br />CMU WALL <br />5.5' TALL <br />CMU WALL <br />7.5' TALL <br />CMU WALL <br />7.5' TALL <br />5.5' TALL <br />FW RISER SYSTEM <br />BOTTOM LEVEL OF <br />PKG STRUCTURE <br />CMU WALL <br />4.2' TALL <br />HEAVILY SHRUBBED <br />POND UTILITY/EQUIPMENT <br />ENTITIES AND CONC <br />SSMH <br />34.37 RIM <br />24.31 INV <br />34.41 RIM <br />SSMH <br />33.79 RIM <br />SSMH <br />33.47 RIM <br />22.13 INV <br />WV <br />33.38 RIM <br />IRR WV <br />34.88 RIM <br />IRR WV <br />34.63 RIM <br />CULVERT <br />33.90 TC <br />33.21 FL <br />WV <br />33 <br />. <br />5 <br />3 <br /> <br />R <br />I <br />M <br />TELE MH <br />34.32 RIM <br />CATCHBASIN <br />34.13 FL <br />SDMH <br />34.66 RIM <br />SSMH <br />37.13 RIM <br />SDMH <br />37.37 RIM <br />WV (2) <br />37.48 RIM <br />WV <br />37.31 RIM <br />SSMH <br />37.72 RIM <br />SSMH <br />36.93 RIM <br />SDMH <br />37.09 RIM <br />SDMH <br />36.46 RIM <br />WV <br />36.77 RIM <br />SDMH <br />36.77 RIM <br />CATCHBASIN <br />36.48 FL <br />TRANSFORMER <br />AND PULLBOX <br />TRANSFORMER <br />AND PULLBOX <br />CULVERT <br />34.81 TC <br />34.63 FL <br />AREA DRAIN <br />42.67 RIM <br />AREA DRAIN <br />42.58 RIM <br />AREA DRAIN <br />42.78 RIM <br />BOL (4) <br />HOSE SF <br />LP <br />SIGN <br />EL PB <br />UT VLT <br />LP <br />EL VLT <br />LP <br />EL SF <br />LP <br />SIGN (3) <br />EL PB <br />BOL <br />TELE <br />VLT <br />LP <br />FH <br />EL RISER <br />LP <br />LIGHT <br />FEAT (TYP 2) <br />SIGN <br />SIGN <br />METAL <br />GRATE <br />ICV (4) <br />SIGN <br />SIGN <br />ICV (2) <br />SIGN <br />ICV <br />LP <br />SIGNLP <br />CONC PED <br />10"Ø TYP(12) <br />UT LINE OBSCURED <br />BY POND (2) <br />UT LINE OBSCURED <br />BY POND <br />UT LINE OBSCURED <br />BY POND (2) <br />UT LINE OBSCURED <br />BY POND (2) <br />UT FEATURE OBSCURED <br />BY POND <br />STEP <br />(TYP 3)FH <br />LP <br />FDC <br />PIV <br />UT VLT <br />UKN <br />SIGN <br />SIGN <br />SIGN <br />LP <br />SIGN <br />WM <br />PIVFDC <br />SIGN <br />EL BOX <br />EL SF <br />W/IRR <br />VALVE SYS <br />PIPE <br />AC UNIT <br />TYP (3) <br />SIGN <br />TYP (4) <br />ICV <br />ICV <br />WM <br />ICV <br />LP <br />ICV (2) <br />FH <br />CONC PED <br />10"Ø <br />CONC PED <br />10"Ø <br />LP LP <br />CONC <br />3'X3' TYP (2) <br />LP <br />LP <br />LP <br />LP LP <br />LP <br />BOL (4) <br />HOSE SF <br />BOL (4) <br />HOSE SF <br />FIRE <br />EXTIGUISHER FIRE EXTINGUISHER <br />BOL TYP (2) <br />EL OUTLET <br />RISER <br />PIPE OULET <br />W/IRR <br />VALVE SYS <br />EL SF <br />UT VLT <br />UKN <br />CONC PED <br />10"Ø <br />BOL (2)LP <br />BOL (2) <br />FH <br />LP <br />CURB <br />DRAIN <br />CURB <br />DRAIN <br />TYP (2) <br />CURB <br />DRAIN <br />CURB <br />DRAIN <br />TYP (2) <br />CURB <br />DRAIN <br />DRAIN <br />TO POND <br />DRAIN <br />TO POND <br />(2) <br />DRAIN <br />TO POND <br />(2) <br />DRAIN <br />TO POND <br />DRAIN <br />TO POND <br />POND WATER FEATURE <br />PARALLEL <br />CURB RAMP <br />CURB <br />RAMP <br />PARALLEL <br />CURB RAMP <br />PARALLEL <br />CURB RAMP <br />PERPENDICULAR <br />CURB RAMP <br />35.30 TC <br />34.78 FL <br />37.21 TC <br />36.85 FL <br />37.15 FL <br />37.99 TC <br />37.71 FS <br />37.27 TC <br />36.91 FS <br />36.73 TC <br />36.26 FS <br />37.96 TC <br />37.67 FS <br />34.65 TC <br />34.25 EG <br />33.96 FL <br />34.35 TC <br />33.93 EG <br />33.66 FL <br />33.94 TC <br />33.53 EG <br />33.25 FL <br />33.85 TC <br />33.37 EG <br />33.16 FL <br />33.50 TC <br />33.17 TC/FS <br />35.86 TC <br />35.59 FS <br />34.32 EC <br />34.63 EC <br />34.03 EC <br />33.89 EC <br />34.59 TC <br />34.18 EG 36.58 TC <br />36.21 EG <br />35.91 FL <br />37.80 TC <br />37.30 EG/FL <br />37.89 TC <br />37.50 EG <br />37.22 FL <br />37.74 FL 38.45 EG <br />38.33 FL <br />37.93 TC <br />37.65 EG <br />37.50 FL <br />38.19 TC <br />37.83 FS <br />37.46 TC <br />37.00 FS <br />38.65 EC <br />37.86 EC <br />35.67 EC <br />ICV ICV <br />38.06 TC <br />37.80 FS <br />37.67 TC <br />37.23 FS <br />38.06 TC <br />36.78 EG <br />36.71 FL <br />36.94 TC <br />36.48 EG <br />36.40 FL <br />37.17 TC <br />36.76 EG <br />36.68 FL <br />37.00 EC <br />37.57 EC <br />37.23 EC <br />LP <br />LP LP <br />CURB <br />DRAIN <br />TRENCH DRAIN <br />FIRE <br />EXTIGUISHER <br />FIRE <br />EXTIGUISHER <br />FIRE <br />EXTIGUISHER <br />~AC~ <br />60' <br />60' <br />30' <br />60' <br />30' <br />64' <br />32' <br />8' <br />64'32'8' <br />22' <br />22' <br />5.4' WIDE <br />SIDEWALK <br />5.3' WIDE <br />SIDEWALK <br />5.4' WIDE <br />SIDEWALK <br />5.3' WIDE <br />SIDEWALK <br />5.3' WIDE <br />SIDEWALK <br />5.4' WIDE <br />SIDEWALK <br />5.4' WIDE <br />SIDEWALK <br />CL <br />CL <br />CL 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 />28+00 29+00 30+00 31+00 32+00 <br />7.88' <br />8.04' <br />APN: 414-272-09 <br />LOT 5 <br />APN: 414-272-04 LOT 3 <br />(34.78) <br />FS <br />(34.91) <br />FS <br />(34.63)FS <br />(34.32) <br />FS <br />(34.22) <br />FS <br />(34.03) <br />FS <br />ST <br />A <br /> <br />7 <br />+ <br />5 <br />8 <br />. <br />8 <br />9 <br />(3 <br />3 <br />. <br />7 <br />8 <br />) <br />T <br />C <br />(3 <br />3 <br />. <br />0 <br />9 <br />) <br />F <br />L <br />(35.67) <br />FS <br />(38.01) <br />FS <br />(38.13) <br />FS <br />(38.65) <br />FS <br />(38.21) <br />FS <br />35.20 FL <br />BUILDING 2 <br />38.75 FF <br />37.75 PAD <br />38.75 FF <br />38.75 FS <br />36.50 FG <br />38.75 FS <br />38.75 <br />FF <br />38.75 <br />FS <br />38.75 <br />FS 38.75 <br />FF <br />38.75 <br />FF <br />38.75 <br />FF <br />38.75 FF <br />37.78 FG <br />38.75 FS <br />36.68 FS <br />38.75 <br />FF <br />38.75 FS <br />34.75 FS <br />38.75 <br />FF <br />38.75 FS <br />34.75 FS <br />38.75 FF <br />34.75 FS <br />38.75 <br />FF <br />(38.45) <br />EG <br />1. <br />5 <br />% <br />1. <br />5 <br />% <br />36.77 TC <br />36.27 FL <br />3. <br />6 <br />% <br />4.5% <br />36.00 FS 36.00 FS <br />1. <br />2 <br />5 <br />% <br />38.81 TC <br />38.31 FS <br />38.82 TC <br />38.32 FS <br />1. <br />5 <br />% <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 />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 />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 />37.50 FL <br />37.06 TC <br />36.56 FS <br />(35.29)FS(35.93) <br />FG <br />(34.58) <br />TC <br />(33.99)TC <br />35.60 TC <br />35.10 FL <br />(34.98)FS <br />34.67 TC <br />34.17 FL <br />38.77 TC <br />38.27 FS <br />37.25 TC <br />36.75 FL <br />38.08 FS <br />38.34 <br />FS/TC <br />38.35 <br />FS/TC <br />1.5% <br />38.60 TC <br />38.10 FS <br />37.00 FL <br />3.8% <br />37.70 <br />FS <br />0. <br />3 <br />% <br />0. <br />3 <br />% <br />0.3% <br />0. <br />3 <br />% <br />1.7% <br />38.60 TC <br />38.10 FS <br />38.44 TC <br />37.94 FS <br />38.44 TC <br />37.94 FS <br />38.50 TC <br />38.00 FS <br />1. <br />5 <br />% <br />35.95 FS <br />2. <br />6 <br />% <br />36.00 TC <br />35.50 FL <br />36.20 TC <br />35.70 FL <br />3.0 <br />% <br />0. <br />5 <br />% <br />35.31 FS <br />36.27 TC <br />35.77 FS <br />7. <br />0 <br />% <br />6. <br />5 <br />% <br />4. <br />0 <br />% <br />35.51 TC <br />35.01 FL <br />5% <br />4.5% <br />R <br />R <br />R <br />R <br />R <br />4 <br />12 <br />12 12 <br />2 <br />10 <br />10 <br />10 <br />10 <br />7 <br />7 <br />7 <br />7 <br />8 <br />8 <br />8 <br />7 <br />7 <br />7 <br />6 <br />15 <br />5 <br />5 <br />5 <br />9 <br />9 <br />9 <br />9 <br />9 <br />9 <br />9 <br />9 <br />9 <br />9 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 3 <br />3 <br />3 3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />0. <br />7 <br />% <br />2. <br />1 <br />% <br />(36.10) <br />FS <br />36.77 TC <br />36.27 FL <br />9 <br />9 <br />R <br />38.22 TC <br />37.72 FS <br />10 <br />10 <br />3.5% <br />33.98 FS <br />(33.15) <br />FL <br />34.76 TC <br />34.26 FL <br />35.07 TC <br />34.57 FL <br />3.0% <br />2.3 <br />% <br />36.75 TC <br />36.25 FS <br />1.5% <br />1.5% <br />1. <br />5 <br />% <br />38.59 TC <br />38.09 FS <br />3. <br />4 <br />% <br />37.41 TC <br />36.91 FL <br />4. <br />0 <br />% <br />2.4% <br />37.76 TC <br />37.26 FS <br />10 <br />6 <br />8 <br />10 <br />10 <br />1 <br />38.67 FS/TS <br />36.60 FS <br />36.24 FG <br />38.75 FS <br />37.14 FS <br />38.69 FS <br />37.08 FS <br />36.99 FS <br />37.04 FS <br />38.75 FS <br />38.66 FS <br />36.67 FS <br />36.76 FS <br />38.66 FS <br />37.60 TC <br />37.10 FS <br />37.66 TC <br />37.16 FS <br />38.45 FS <br />38.71 FS 38.75 FS38.75 FF <br />38.59 TC <br />38.09 FS <br />38.56 TC <br />38.06 FS <br />38.75 FS 38.75 FS <br />38.60 TC <br />38.10 FS <br />38.60 TC <br />38.10 FS <br />38.57 TC <br />38.07 FS <br />38.57 TC <br />38.07 FS <br />38.33 TC <br />37.83 FS <br />38.33 TC <br />37.83 FS <br />38.33 TC <br />37.83 FS <br />38.75 <br />FS <br />38.29 TC <br />37.79 FS <br />38.56 TC <br />38.06 FS <br />37.42 FL <br />37.16 FL <br />37.25 TC <br />36.75 FL <br />37.59 TC <br />37.09 FL <br />37.73 TC <br />37.23 FL <br />0.6% <br />38.17 TC <br />37.67 FS <br />38.17 TC <br />37.67 FS 37.83 FS <br />38.33 TC <br />37.83 FS <br />36.98 TC <br />36.48 FL <br />35.54 TC <br />35.04 FL <br />34.84 FS <br />36.36 <br />FS <br />38.66 FS <br />36.42 FS <br />36.82 FS <br />36.74 FS <br />37.75 TC <br />37.42 FS <br />38.04 FS <br />38.11 FS 37.98 TC <br />37.48 FS <br />36.86 <br />FS <br />37.68 TC <br />37.18 FS <br />38.70 FS <br />37.73 FS <br />38.70 FS <br />37.81 FS <br />36.36 FS <br />38.68 <br />FS <br />37.32 FS <br />37.37 FS <br />37.37 FS <br />37.42 FS <br />6. <br />2 <br />% <br />6. <br />1 <br />% <br />1.4% <br />36.06 FS <br />36.66 FS <br />35.95 FS <br />36.50 TC <br />36.00 FS <br />36.60 FS <br />35.95 FS <br />38.68 FS <br />37.32 FS <br />37.37 FS <br />37.37 FS <br />37.42 FS <br />6. <br />2 <br />% <br />6. <br />1 <br />% <br />1.4% <br />36.06 FS <br />36.66 <br />FS <br />35.95 TC <br />35.45 FS <br />37.41 TC <br />36.91 FL <br />37.29 TC <br />36.79 FS <br />37.79 TC <br />37.29 FS <br />37.41 TC <br />36.91 FL <br />36.77 TC <br />36.27 FL <br />37.61 TC <br />37.11 FL <br />36.91 TC <br />36.41 FS <br />37.80 TC <br />37.30 FS <br />36.84 TC <br />36.34 FS <br />36.50 TC <br />36.00 FS <br />38.32 TC <br />37.82 FS <br />38.33 TC <br />37.83 FS <br />(37.22)FL <br />(37.89)TC <br />36.72 TC <br />36.22 FS <br />36.00 TC <br />35.50 FL <br />37.38 TC <br />36.88 FS <br />36.61 TC <br />36.11 FS <br />36.62 TC <br />36.12 FS <br />36.57 TC <br />36.07 FS <br />37.59 TC <br />37.09 FL 38.85 FS/TC <br />38.35 FS <br />1.5% <br />38.08 FS <br />37.69 FS <br />R <br />38.85 TC <br />38.35 FS <br />38.09 FS <br />1.4% <br />38.68 TS <br />34.90 FS <br />117 RISERS @ 6 12" EACH <br />12" TREAD <br />113 RISERS @ 6 18" EACH <br />12" TREAD <br />36.84 TC <br />36.34 FS <br />1. <br />5 <br />% <br />1.5 <br />% <br />38.44 TC <br />37.94 FS <br />1.5% <br />1. <br />5 <br />% <br />1. <br />5 <br />% <br />1. <br />5 <br />% <br />2. <br />1 <br />% <br />2. <br />7 <br />% <br />7.7% <br />11 4 RISERS @ 6 1 4" EACH <br />12" TREAD <br />36.66 FS <br />1. <br />5 <br />% <br />1.0% <br />4. <br />7 <br />% <br />4. <br />7 <br />% <br />36.50 FS/TC <br />36.00 FS <br />35.51 TC <br />35.01 FL <br />1.5% <br />35.60 TC <br />35.10 FL 35.23 FL <br />2. <br />0 <br />% <br />2 <br />(33.96)TC <br />(33.26)FL <br />(33.97)FS <br />2. <br />0 <br />% <br />36.06 TC <br />35.56 FL <br />35.14 TC <br />34.64 FL <br />(33.95)FS 1.5% <br />36.01 TC <br />35.51 FS <br />36.36 <br />FS <br />36.38 <br />FS <br />36.44 TC <br />35.94 FS <br />38.66 FS <br />38.75 FS <br />35.51 FG-TOP <br />35.01 FG-BOT1535.51 FG-TOP <br />35.01 FG-BOT <br />6 34.89 FG-TOP <br />34.39 FG-BOT <br />15 34.89 FG-TOP <br />34.39 FG-BOT <br />15 33.66 FG-TOP <br />33.16 FG-BOT <br />0. <br />3 <br />% <br />1534.15 FG-TOP <br />33.65 FG-BOT 1534.15 FG-TOP <br />33.65 FG-BOT 635.08 FG-TOP <br />34.58 FG-BOT 635.08 FG-TOP <br />34.58 FG-BOT 635.08 FG-TOP <br />34.58 FG-BOT <br />635.08 FG-TOP <br />34.58 FG-BOT <br />6 <br />35 <br />. <br />0 <br />8 <br /> <br />F <br />G <br />- <br />T <br />O <br />P <br />34 <br />. <br />5 <br />8 <br /> <br />F <br />G <br />- <br />B <br />O <br />T <br />6 <br />35 <br />. <br />5 <br />2 <br /> <br />F <br />G <br />- <br />T <br />O <br />P <br />35 <br />. <br />0 <br />2 <br /> <br />F <br />G <br />- <br />B <br />O <br />T <br />6 <br />35 <br />. <br />4 <br />8 <br /> <br />F <br />G <br />- <br />T <br />O <br />P <br />34 <br />. <br />9 <br />8 <br /> <br />F <br />G <br />- <br />B <br />O <br />T <br />0. <br />7 <br />% <br />6 <br />35 <br />. <br />5 <br />6 <br /> <br />F <br />G <br />- <br />T <br />O <br />P <br />35 <br />. <br />0 <br />6 <br /> <br />F <br />G <br />- <br />B <br />O <br />T <br />636.62 FG-TOP <br />36.12 FG-BOT <br />(34.93)FS <br />(35.70)FG <br />(36.42)FS <br />(3 <br />4 <br />. <br />5 <br />7 <br />) <br />F <br />S <br />(3 <br />4 <br />. <br />5 <br />7 <br />) <br />F <br />S <br />1 <br />1 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />36.77 TC <br />36.27 FL <br />2 <br />2 2 2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />4 <br />4 <br />4 <br />4 <br />4 <br />12 <br />12 <br />12 <br />12 <br />12 <br />12 <br />12 <br />12 <br />12 <br />12 <br />5 <br />5 <br />5 <br />36.57 FG-TOP <br />36.07 FG-BOT <br />9 <br />9 <br />5 <br />9 <br />5 <br />9 <br />9 <br />5 <br />5 <br />5 <br />7 <br />9 <br />9 <br />5 <br />5 <br />9 <br />36.78 TC <br />36.28 FS <br />38.69 TS <br />37.94 <br />FS/TC <br />7.7%7.7% <br />38.09 <br />FS/TC <br />7.7%7.7% <br />38.10 FS/TC <br />37.94 FS/TC <br />38.44 TC <br />37.94 FL <br />1.9 <br />% <br />37.46 TC <br />36.96 FL/TC <br />1.6% <br />7.7%7.7%7.7%7.7% <br />7. <br />7 <br />% <br />7. <br />7 <br />% <br />38.94 FS/TC <br />7 <br />1.4% <br />36.70 TC <br />36.20 FS/TC <br />36.70 FS/TC <br />36.20 FS <br />1. <br />5 <br />% <br />7. <br />1 <br />% <br />1. <br />3 <br />% <br />36.60 FS <br />EXISTING PROPERTY LINE TO BE REMOVED <br />PER LOT MERGER NO. 2024-04 <br />12 <br />1.5% <br />34.88 TC <br />34.38 FL <br />(34.16)FS <br />33.66 FG <br />30' <br />CL <br />CL <br />CL CL <br />EXISTING R.O.W. <br />EXISTING R.O.W. <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br />R. <br />O <br />. <br />W <br />. <br />EXISTING R.O.W. <br />CL <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br />R. <br />O <br />. <br />W <br />. <br />EXISTING PL <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />P <br />L <br />EXISTING PL <br />EXISTING PL <br />30' <br />32 <br />' <br />32 <br />' <br />P.M.B. 121/14-15 <br />PARCEL 3 <br />25 <br />25 <br />25 <br />25 <br />25 <br />25 <br />25 <br />35.51 FL <br />36.09 FS <br />35.51 FL <br />35.51 FL <br />1. <br />5 <br />% <br />26 <br />27 <br />27 <br />23 <br />28 33.75 TG <br />16 35.08 TG <br />TYP. FOR 7 <br />37.58 TC <br />37.08 FL <br />38.22 TC <br />37.72 FS <br />35.42 FS <br />23 <br />14 <br />14 <br />14 <br />14 <br />14 <br />14 <br />14 <br />14 14 <br />14 <br />13 <br />13 <br />13 <br />13 <br />13 <br />13 <br />13 13 <br />13 <br />18 <br />18 <br />18 <br />18 <br />18 <br />18 <br />18 <br />18 <br />18 <br />18 18 18 18 <br />18 <br />18 <br />18 <br />20 <br />20 <br />20 <br />20 <br />38.09 FS <br />19 <br />19 <br />19 <br />19 <br />24 <br />P. <br />M <br />. <br />B <br />. <br /> <br />1 <br />2 <br />1 <br />/ <br />1 <br />4 <br />- <br />1 <br />5 <br /> <br /> <br /> <br /> <br /> <br /> <br />P <br />A <br />R <br />C <br />E <br />L <br /> <br />3 <br />LAKE CENTER DR <br />(PRIVATE) <br />N.A.P.N.A.P. <br />29+00 30+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 />28+00 31+00 32+00 <br />40 <br />' <br />STA 08+4.80 <br />CL OF DWY <br />(E <br />) <br />S <br />S <br />M <br />H <br />(3 <br />3 <br />. <br />7 <br />9 <br />) <br />R <br />I <br />M <br />(E <br />) <br />S <br />S <br />M <br />H <br />(3 <br />3 <br />. <br />4 <br />7 <br />) <br />R <br />I <br />M <br />(E <br />) <br />S <br />S <br />M <br />H <br />(3 <br />4 <br />. <br />3 <br />7 <br />) <br />R <br />I <br />M <br />(E)SSMH <br />(37.13)RIM <br />EXISTING PROPERTY LINE TO BE REMOVED <br />PER LOT MERGER NO. 2024-04 <br />EXISTING PROPERTY LINE TO BE REMOVED <br />PER LOT MERGER NO. 2024-04 <br />STA 30+73.13 <br />CL OF DWY <br />32 <br />' <br />24 <br />' <br />24 <br />' <br />24 <br />' <br />22' <br />22' <br />STA <br /> <br />3 <br />2 <br />+ <br />7 <br />2 <br />. <br />1 <br />4 <br />CL D <br />W <br />Y <br />36.85 FS <br />37.14 FS <br />36.91 FS/TC 37.20 FS/TC <br />37.46 TC <br />36.96 FS <br />37.73 TC <br />37.23 FS <br />37.82 TC <br />37.32 FS <br />37.91 TC <br />37.41 FS <br />38.05 TC <br />37.55 FS <br />1.0 <br />% <br />1.8 <br />% <br />36.14 TC <br />35.64 FL <br />0. <br />3 <br />% <br />34.12 TC <br />33.62 FS <br />34.06 TC <br />33.56 FS <br />4.5% <br />R <br />0. <br />2 <br />5 <br />% <br />1. <br />5 <br />% <br />36.23 TC <br />35.73 FS <br />1.5 <br />% <br />36.34 <br />FS <br />36.26 <br />FS/TC <br />35.98 TC <br />35.48 FS <br />7.8%4% <br />36.38 TC <br />35.88 FS <br />36.64 TC <br />36.14 FS <br />GB <br />34.17 <br />FL <br />34.17 FL <br />35.67 TC <br />35.17 FL35.10 FL35.10 FL35.10 FL35.10 FL35.10 FL <br />35.13 FL <br />1.1% <br />1.1% <br />38.05 <br />FS <br />38.92 TC <br />38.42 FS <br />38.72 TC <br />38.22 FS <br />38.70 TC <br />38.20 FS <br />3. <br />5 <br />% <br />5% <br />1.5 <br />% <br />1.5 <br />% <br />38.04 TC <br />37.54 FL <br />38.25 TC <br />37.30 FL <br />38.26 TC <br />37.35 FL <br />1. <br />5 <br />% <br />1.5 <br />% <br />38.36 TC <br />37.86 FS <br />38.08 T <br />C <br />37.52 F <br />L <br />38 <br />. <br />3 <br />3 <br /> <br />T <br />C <br />37 <br />. <br />8 <br />3 <br /> <br />F <br />L <br />38.24 TC <br />37.81 FL <br />38 <br />. <br />1 <br />7 <br /> <br />T <br />C <br />37 <br />. <br />6 <br />7 <br /> <br />F <br />L <br />35.86 TC <br />35.36 FS <br />36.32 TC <br />35.82 FS <br />37.73 FS <br />37.74 FS <br />37.79 FS <br />37.68 FS <br />1.5% <br />2.5% <br />7. <br />8 <br />% <br />34.56 TC <br />34.06 FS <br />34.98 TC <br />34.48 FS <br />6% <br />1.5% <br />35.01 TC <br />34.51 FS <br />GB <br />18 <br />36.34 FL <br />36.81 TC <br />36.31 FL <br />36.79 TC <br />36.29 FL <br />35.17 FL <br />28 33.68 TG <br />1636.62 TG <br />TYP. FOR 3 <br />16 35.48 TG <br />TYP. FOR 2 <br />25 <br />12 <br />36.81 TC <br />36.31 FL <br />37.29 TC <br />36.79 FL <br />37.29 TC <br />36.79 FL <br />36.75 FL <br />36.75 FL <br />36.77 FL <br />29TYP.29TYP. <br />29TYP. <br />29TYP. <br />29 TYP. <br />10 <br />5 <br />5 <br />5 <br />5 <br />5 <br />34.21 FL 34.17 FL <br />30 30 <br />10 <br />3.6% <br />7. <br />8 <br />% <br />10 <br />10 <br />36 <br />36 <br />35 <br />35 <br />36 <br />36 <br />36 <br />36 <br />37 <br />37 <br />37 37 <br />37 <br />37 <br />38 <br />38 <br />38 <br />38 <br />37 <br />36 <br />36 <br />38 <br />36 <br />36 <br />36 <br />37 <br />38 <br />35 <br />3838 38 38 <br />35 <br />38 <br />37 <br />36 <br />34 <br />38 <br />38 <br />38 <br />36 <br />25 <br />33 TYP. <br />33 TYP. <br />33 TYP. <br />33 TYP. <br />33 TYP. <br />33 TYP. <br />19.73' <br />INTERSECTION OF C/L OF SUSAN ST. <br />AND C/L OF LAKE CENTER DR. <br />SUSAN ST. STATION 12+89.00. <br />LAKE CENTER DRIVE STATION <br />27+93.13 <br />STA 32+28.41 <br />(38.60)TC <br />(37.93)FL <br />11.6' <br />STA 8+40.61 <br />(33.83)TC <br />(33.21)FL <br />STA 31+07.10 <br />37.05 TC <br />(36.72)FL <br />STA 30+39.17 <br />37.03 TC <br />36.36 FL <br />19.73' <br />11.6'19.67' <br />19.62' <br />19.62' <br />W=3' <br />W=2' <br />34.67 RIM 34.67 RIM34.67 RIM34.67 RIM <br />2% <br />2% <br />2. <br />3 <br />% <br />2. <br />3 <br />% <br />34.81 FS <br />34.90 FS <br />GB <br />1. <br />5 <br />% <br />EXISTING SCE <br />EASEMENT <br />EXISTING SCE EASEMENT <br />EXISTING <br />SCE <br />EASEMENT <br />EXISTING INGRESS/EGRESS <br />DRAINAGE EASMENT <br />EXISTING PUBLIC UTILITY, SD, INGRESS/EGRESS <br />FOR EMERGENCY VEH EASEMENT <br />EXISTING PUBLIC UTILITY, SD, INGRESS/EGRESS <br />FOR EMERGENCY VEH EASEMENT <br />PROPOSED 20' WIDE <br />SD EASEMENT <br />PROPOSED 20' WIDE <br />SD EASEMENT <br />1 SEE OFFSITE PLANS FOR WORK IN THE <br />PUBLIC RIGHT-OF-WAY. <br />2 INSTALL LIGHT-DUTY AC PAVEMENT <br />PER DETAIL 2, SHEET C-3.3. <br />3 INSTALL PEDESTRIAN PCC PAVEMENT <br />PER DETAIL 5, SHEET C-3.3. <br />4 INSTALL LOADING AREA PCC <br />PAVEMENT PER DETAIL 4, SHEET C-3.3. <br />5 CONSTRUCT PCC CURB PER DETAIL 1, <br />SHEET C-3.3. <br />6 INSTALL BIORETENTION BASIN WITH <br />CATCH BASIN AND UNDERDRAIN PER <br />DETAIL 1, SHEET C-6.1. <br />7 CONSTRUCT CASE B, TYPE 1 CURB <br />RAMP PER SPPWC STANDARD PLAN <br />111-5, SHEET C-3.4. <br /> 8 SEE BUILDING PLANS FOR RAMP <br />DETAILS. <br /> 9 CONSTRUCT CURB AND GUTTER PER <br />DETAIL 1, SHEET C-3.3. INCLUDE CURB <br />CUTS (OPENINGS) 18" WIDE, SPACED <br />EVENLY, IMMEDIATELY ADJACENT TO <br />THE BMPS PER DETAIL 6, SHEET C-3.3. <br />NUMBER OF CURB CUTS PER TABLE A <br />IN DETAIL 1, SHEET C-6.1. <br /> 10 CONSTRUCT CONCRETE RIBBON <br />GUTTER PER DETAIL 7, SHEET C-3.3. <br />11 SEE BUILDING PLANS FOR STAIR <br />DETAILS. <br />12 INSTALL MEDIUM-DUTY AC PAVEMENT <br />PER DETAIL 3, SHEET C-3.3. <br />13 LIMIT OF DEMOLITION. SEE <br />DEMOLITION PLANS FOR ADDITIONAL <br />INFORMATION. <br />14 LIMITS OF REMEDIAL REMOVAL. <br />CONTRACTOR SHALL COMPLY WITH <br />RECOMMENDATIONS IN THE <br />GEOTECHNICAL DESIGN REPORT BY <br />NMG GEOTECHNICAL, DATED 4/18/2024, <br />AND ALL ADDENDA. EXISTING SOIL <br />SHALL BE REMOVED TO A MINIMUM <br />DEPTH OF 7' BELOW PAD ELEVATION <br />FOR THE PROPOSED BUILDING AREAS. <br />THE LATERAL LIMITS OF THE 7' <br />REMOVAL SHALL EXTEND A MINIMUM <br />OF 5' BEYOND THE BUILDING <br />FOOTPRINT. EXISTING SOIL IN AREAS <br />OUTSIDE THE BUILDINGS SHALL BE <br />REMOVED TO A MINIMUM DEPTH OF 3' <br />BELOW SUBGRADE (BOTTOM OF <br />PAVEMENT SECTION). <br />15 CONSTRUCT BIORETENTION BASIN <br />WITH CULVERT PER DETAIL 1, SHEET <br />C-6.1. <br />16 INSTALL BROOKS 2424 CATCH BASIN IN <br />BMP PER DETAIL 1, SHEET C-6.1. <br />17 INSTALL TRUNCATED DOMES PER <br />DETAIL 10, SHEET C-3.3. <br />18 SEE ARCHITECTURAL PLANS FOR SITE <br />DETAILS. <br />19 INSTALL CONCRETE CHANNEL PER <br />DETAIL 9, SHEET C-3.3. <br />20 INSTALL PARKWAY CULVERT PER <br />OFFSITE PLANS. <br />21 CONSTRUCT CASE A, TYPE 1 CURB <br />RAMP PER SPPWC STANDARD PLAN <br />111-5, SHEET C-3.4. <br />22 CONSTRUCT CASE D, TYPE 1 CURB <br />RAMP PER SPPWC STANDARD PLAN <br />111-5, SHEET C-3.4. <br />23 INSTALL CONCRETE CHANNEL <br />WITHOUT CULVERT PER DETAIL 13, <br />SHEET C-3.3. <br />24 CONSTRUCT RAMP PER DETAIL 8, <br />SHEET C-3.3. <br />25 ROOF DRAIN POINT OF CONNECTION. <br />SEE UTILITY PLAN FOR MORE <br />INFORMATION. <br />26 INSTALL PARKWAY CULVERT TYPE 'A' <br />PER CITY OF SANTA ANA STANDARD <br />PLAN NO. 318. USE INLET TYPE II ON <br />BOTH SIDES OF CULVERT. S=4'. <br />27 CONSTRUCT PCC GUTTER AT <br />PROPERTY LINE PER DETAIL 12, SHEET <br />C-3.3. <br />28 INSTALL BROOKS 2424 CATCH BASIN <br />PER DETAIL 2, SHEET C-4.2. <br />29 GRAVEL LAYER PER DETAIL 1, SHEET <br />C-6.1. <br />30 INSTALL BMP CURB PER DETAIL 11, <br />SHEET C-3.3. <br />31 INSTALL 12" SQUARE NDS CATCH BASIN <br />PER DETAIL ON SHEET C-3.4. <br />32 ACCENT WALL AND LANDSCAPE BERM <br />PER LANDSCAPE ARCHITECT. <br />33 ROCK LAYER PER DETAIL 1, SHEET <br />C-6.1. <br />CONSTRUCTION NOTES <br />MA <br />T <br />C <br />H <br />L <br />I <br />N <br />E <br /> <br />- <br /> <br />S <br />E <br />E <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />C <br />- <br />3 <br />. <br />2 <br />1" = 20' <br />2001020 <br />GRADING PLAN <br />C-3.1 <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 />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 />4/ <br />9 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />2 <br />: <br />2 <br />6 <br />: <br />2 <br />5 <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 />SHEET 7 OF 21 <br />1.SEE BUILDING PLANS FOR ADDITIONAL SITE DETAILS, INCLUDING, BUT <br />NOT LIMITED TO, SITE ELEMENTS, BOLLARDS, GATES, BIKE RACKS, <br />STAIRS AND RAILS, FENCING, CARD READERS, AND LANDSCAPE. <br />2.ALL WORK SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL <br />DESIGN REPORT BY NMG GEOTECHNICAL, DATED 4/18/2024, AND ALL <br />ADDENDA. <br />GENERAL NOTES MI <br />JM <br />9/6/2024 <br />LEGEND: <br />BMP AREA <br />LIGHT ASPHALT (DETAIL 2, C-3.3) <br />MEDIUM ASPHALT (DETAIL 3, C-3.3) <br />LOADING AREA CONCRETE (DETAIL 4, C-3.3) <br />EXISTING PROPERTY LINE/RIGHT OF WAY LINE TO REMAIN <br />EXISTING PROPERTY LINE TO BE REMOVED PER VLM NO. 2024-04 <br />CENTERLINE <br />LANDSCAPING <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