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CO
<br />M
<br />P
<br />A
<br />C
<br />T
<br />CO
<br />M
<br />P
<br />A
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<br />CO
<br />M
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<br />A
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<br />CO
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<br />A
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<br />CO
<br />M
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<br />A
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<br />CO
<br />M
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />CO
<br />M
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />CO
<br />M
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />CO
<br />M
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<br />A
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<br />CO
<br />M
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<br />A
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<br />CO
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<br />A
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />CO
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<br />CO
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<br />CO
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />CO
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<br />CO
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<br />CO
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<br />A
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<br />CO
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<br />CO
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<br />A
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<br />CO
<br />M
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<br />A
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<br />CO
<br />M
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />CO
<br />M
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<br />A
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<br />CO
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<br />M
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<br />A
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<br />M
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<br />A
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<br />CO
<br />M
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<br />A
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<br />CO
<br />M
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<br />A
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<br />T
<br />CO
<br />M
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />CO
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<br />A
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<br />T
<br />CO
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<br />A
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<br />CO
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<br />A
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<br />CO
<br />M
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<br />A
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<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
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<br />E
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<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:
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<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
|