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1820_1st_P0115985_2024-195033_Grading - Plan (2)
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1820_1st_P0115985_2024-195033_Grading - Plan (2)
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3/5/2026 5:00:08 AM
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50101547
Full Address
1820 E First St
Street Number
1820
Street Direction
E
Street Name
First
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St
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<br />7 <br />6 <br />VL <br />T <br />13 <br />0 <br />. <br />8 <br />8 <br />GS <br />13 <br />0 <br />. <br />6 <br />1 <br />GS <br />13 <br />0 <br />. <br />3 <br />9 <br />GS <br />13 <br />0 <br />. <br />1 <br />9 <br />GS <br />13 <br />0 <br />. <br />3 <br />6 <br />GS <br />13 <br />0 <br />. <br />6 <br />7 <br />GS <br />13 <br />0 <br />. <br />3 <br />2 <br />FI <br />N <br />I <br />S <br />H <br />E <br />D <br /> <br />F <br />L <br />O <br />O <br />R <br />13 <br />3 <br />. <br />7 <br />2 <br />GS <br />13 <br />2 <br />. <br />1 <br />0 <br />GS <br />13 <br />2 <br />. <br />6 <br />7 <br />DE <br />C <br />D <br /> <br />1 <br />6 <br />" <br /> <br />& <br /> <br />1 <br />0 <br />' <br /> <br />D <br />r <br />i <br />p <br />DE <br />C <br />D <br /> <br />1 <br />6 <br />" <br /> <br />& <br /> <br />1 <br />0 <br />' <br /> <br />D <br />r <br />i <br />p <br />DE <br />C <br />D <br /> <br />1 <br />6 <br />" <br /> <br />& <br /> <br />1 <br />0 <br 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/>3 <br />1 <br />. <br />3 <br />9 <br />PL <br />PL <br />PL <br />PL <br />PL <br />TRACT 19178 <br />1808 E. FIRST STREET <br />STAFFORD & TUSTIN <br />PORTION OF LOT C <br />APN: 402-201-05 <br />INT <br />E <br />R <br />S <br />T <br />A <br />T <br />E <br /> <br />5 <br /> <br />( <br />I <br />- <br />5 <br />) <br />5' <br />9' <br />9' <br />5' <br />9' <br />12 <br />' <br />5' <br />6.5' <br />B <br />7 <br />C <br />7 <br />D <br />7 <br />FS <br />134.02 <br />FS <br />133.47 <br />FS <br />132.93 <br />FS <br />132.46 <br />5-STORY OFFICE BUILDING <br />(133.72)FF <br />(132.45)FS <br />132.95 TC <br />(132.53)FS <br />133.03 TC <br />(132.38)FS <br />132.88 TC <br />(132.25)FS <br />132.75 TC <br />FS <br />131.58 <br />JOIN-FS <br />(131.57) <br />JOIN-FS <br />(131.29) <br />JOIN-FS <br />(130.56) <br />JOIN-FS <br />(130.31) <br />JOIN-FS <br />(131.60) <br />(132.30)FL <br />(132.63)TC <br />(132.67)FS <br />133.17 TC <br />(133.04)FS <br />133.54 TC <br />(133.68)FS <br />134.18 TC <br />(134.10)FS <br />134.60 TC <br />(134.04)FS <br />134.54 TC(133.63)FS <br />134.13 TC <br />(132.97)FS <br />133.47 TC <br />(132.62)FS <br />133.12 TC <br />(132.54)FS <br />(133.04)TC <br />(132.89)FS <br />133.39 TC <br />(132.67)FS <br />133.17 TC <br />(132.35)FS <br />(132.85)TC <br />(131.59)FS <br />(132.09)TC <br />(131.67)FS <br />(132.17)TC <br />(132.08)FS <br />132.58 TC <br />(132.39)FS <br />(132.89)TC <br />JOIN-FS <br />(131.73) <br />JOIN-FS <br />(131.91) <br />132.70 FS <br />133.20 TC <br />FS <br />132.52 <br />FS <br />133.02 <br />FS <br />132.92 <br />(132.01)FL <br />(132.34)TC <br />JOIN-FS <br />(132.45) <br />39 <br />JOIN-FS <br />(133.21) <br />33 <br />32 <br />33 <br />32 32 <br />32 <br />32 <br />32 <br />42 <br />42 <br />35 <br />35 <br />36 <br />38 <br />38 <br />38 <br />3838 <br />38 <br />38 <br />41 <br />41 <br />41 <br />41 <br />44 <br />41 <br />TRASH ENCLOSURE BY OTHERS <br />SEE ARCHITECTURAL PLANS, <br />SHEET A0.5 <br />39 <br />39 <br />39 <br />39 <br />39 <br />39 <br />38 <br />39 <br />34 <br />33 <br />JOIN-FS <br />(131.73) <br />32 <br />JOIN-FS <br />(131.71) <br />41 <br />JOIN-FS <br />(131.89) <br />JOIN-FS <br />(132.31) <br />JOIN-FS <br />(132.53) <br />JOIN-FS <br />(132.84) <br />34 34 <br />34 <br />32 <br />32 <br />38 <br />38 <br />40 <br />40 <br />JOIN-FS <br />(131.56) <br />JOIN-FS <br />(131.22) <br />JOIN-FS <br />(131.82) <br />(132.36)FS <br />132.86 TC <br />JOIN-FS <br />(132.06) <br />JOIN-FS <br />(133.19) <br />JOIN-FS <br />(133.32) <br />(E) CURB & GUTTER <br />TO REMAIN <br />(E) CURB <br />TO REMAIN <br />FS <br />(132.59) <br />FS <br />(133.05) <br />JOIN-FS <br />(132.11) <br />FS <br />132.60 <br />(E) BUILDING <br />FOOTPRINT <br />(E) BUILDING <br />FOOTPRINT <br />(E) BUILDING <br />OVERHANG <br />(E) BUILDING <br />OVERHANG <br />(E) 4" STORM <br />DRAINS <br />(E) 4" STORM <br />DRAINS <br />(E) 4" STORM <br />DRAINS <br />(E) ROCK SPLASH <br />PAD <br />(E) ROCK SPLASH <br />PAD <br />(E) ROCK SPLASH <br />PAD <br />(E) 4" STORM <br />DRAINS <br />(E) 4" STORM <br />DRAINS <br />FS <br />132.99 <br />FS <br />133.43 <br />FS <br />133.47 <br />FS <br />133.20 <br />PROP. PLANTER AREA <br />PER LANDSCAPE PLANS, <br />SEE SHEET LC.2 <br />45 <br />38 <br />(E) TRASH ENCLOSURE <br />(E) MASONRY WALL <br />PUMP ROOM <br />(133.81)FS <br />134.31 TC <br />(133.88)FS <br />134.38 TC <br />(133.60)FL <br />134.10 TC <br />(133.37)FL <br />133.87 TC <br />(133.61)FS <br />134.11 TC <br />(133.25)FS <br />133.75 TC <br />(133.63)FS <br />134.13 TC <br />(133.28)FS <br />133.78 TC <br />2 <br />3 <br />3 <br />4 <br />5 <br />6 <br />3 <br />FS <br />(132.29) <br />FS <br />(132.34) <br />FS <br />(132.34) <br />FS <br />(132.70) <br />FS <br />(132.76) <br />FS <br />(132.78) <br />FS <br />(132.92) <br />43 <br />JOIN-FS <br />(132.35) <br />FS <br />132.12 <br />FS <br />132.82 <br />133.44 FS <br />133.94 TC <br />JOIN-FS <br />(132.01) <br />JOIN-FS <br />(132.91) <br />JOIN-FS <br />(132.90) <br />JOIN-FS <br />(132.99) <br />FS <br />132.11 <br />FS <br />(133.17) <br />JOIN-FS <br />(133.28) <br />46 <br />FS <br />132.82 <br />FS <br />132.83 <br />JOIN-FS <br />(132.30) <br />JOIN-FS <br />(132.16) <br />ACCESSIBLE <br />PATH OF TRAVEL <br />ACCESSIBLE <br />PATH OF TRAVEL <br />ACCESSIBLE <br />PATH OF TRAVEL <br />(E) FENCE TO REMAIN <br />(E) FENCE TO REMAIN <br />(2 <br />. <br />7 <br />% <br />) <br />(1.3%) <br />(1.8% <br />) <br />(1.8% <br />) <br />(2 <br />. <br />1 <br />% <br />) <br />5. <br />9 <br />% <br />4. <br />7 <br />% <br />2.5% <br />1.9% <br />2.8% <br />(0.5%) <br />(0.5%) <br />(1.5%) <br />(0. <br />4 <br />% <br />) <br />(0.9%) <br />(2.0%)(2.3% <br />) <br />(0 <br />. <br />7 <br />% <br />) <br />(1.8%) <br />0. <br />3 <br />% <br />1.8% <br />0. <br />4 <br />% <br />0. <br />9 <br />% <br />(1 <br />. <br />2 <br />% <br />) <br />1.8% <br />3.0 <br />% <br />0.5 <br />% <br />1.4% <br />0.7% <br />2. <br />0 <br />% <br />2. <br />0 <br />% <br />0.7% <br />1.4% <br />(2.3%) <br />(2.0%) <br />(0.3% <br />) <br />(2.3% <br />) <br />(1.1%) <br />37 <br />(0 <br />. <br />7 <br />% <br />) <br />47 <br />47 <br />47 <br />47 <br />47 <br />47 <br />47 <br />47 <br />47 <br />47 <br />1.0% <br />2.1% <br />0.7 <br />% <br />(0 <br />. <br />4 <br />% <br />) <br />(1 <br />. <br />5 <br />% <br />) <br />FS <br />(132.01) <br />FS <br />(133.17) <br />(0 <br />. <br />3 <br />% <br />) <br />FS <br />132.32 <br />FS <br />(132.28) <br />FENCED-IN PLAY YARD <br />PER LANDSCAPE PLANS <br />SEE SHEET LC.3 <br />(2 <br />. <br />6 <br />% <br />) <br />FS <br />(131.70) <br />P <br />W <br />CA <br />B <br />I <br />N <br />E <br />T <br />13 <br />4 <br />. <br />4 <br />9 <br />CA <br />B <br />I <br />N <br />E <br />T <br />13 <br />4 <br />. <br />4 <br />8 <br />CA <br />B <br />I <br />N <br />E <br />T <br />13 <br />4 <br />. <br />4 <br />5 <br />CA <br />B <br />I <br />N <br />E <br />T <br />13 <br />4 <br />. <br />4 <br />7 <br />VL <br />T <br />13 <br />4 <br />. <br />4 <br />2 <br />VL <br />T <br />13 <br />4 <br />. <br />8 <br />5 <br />VL <br />T <br />13 <br />4 <br />. <br />4 <br />5 <br />VL <br />T <br />13 <br />4 <br />. <br />4 <br />9 <br />FD <br />C <br />IM <br />RP <br />P <br />A <br />DE <br />C <br />D <br /> <br />1 <br />2 <br />" <br /> <br />& <br /> <br />1 <br />0 <br />' <br /> <br />D <br />r <br />i <br />p <br />DE <br />C <br />D <br /> <br />1 <br />2 <br />" <br /> <br />& <br /> <br />1 <br />0 <br />' <br /> <br />D <br />r <br />i <br />p <br />DE <br />C <br />D <br /> <br />1 <br />2 <br />" <br /> <br />& <br /> <br />1 <br />0 <br />' <br /> <br />D <br />r <br />i <br />p <br />DE <br />C <br />D <br /> <br />1 <br />2 <br />" <br /> <br />& <br /> <br />1 <br />0 <br />' <br /> <br />D <br />r <br />i <br />p <br />DE <br />C <br />D <br /> <br />1 <br />2 <br />" <br /> <br />& <br /> <br />1 <br />0 <br />' <br /> <br />D <br />r <br />i <br />p <br />1S <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />PL <br />FS <br />134.44 <br />FS <br />134.33 <br />STREET IMPROVEMENTS <br />PER SEPARATE PLAN <br />A <br />7 <br />CABRILLO <br />PARK DRIVE <br />4' <br />(134.03)FL <br />(134.53)TC <br />(133.75)FL <br />(134.25)TC <br />(133.77)FL <br />(134.27)TC <br />33 <br />42 <br />39 <br />FS <br />134.49 <br />FS <br />134.52 <br />15'x15' SIGHT TRIANGLE <br />15'x15' SIGHT TRIANGLE <br />FS <br />134.40 <br />FS <br />134.50 <br />IMPROVEMENTS PER <br />SEPARATE OFFSITE <br />PLAN AND PERMIT. <br />JOIN-FS <br />(134.24) <br />JOIN-FS <br />(134.56) <br />7 <br />1 <br />2 <br />(0.6%) <br />2.0%6.5% <br />1. <br />3 <br />% <br />2.0%0.3% <br />2.0% <br />0. <br />3 <br />% <br />2. <br />0 <br />% <br />47 <br />47 <br />PUBLIC WORKS AGENCY <br />REVISIONS REFERENCES <br />Underground Service Alert <br />of Southern California <br />Know what's below. <br />before you dig.Call <br />R <br />0 <br />Scale 1" = 20 ft <br />10 20 40 60 <br />GRADING NOTES <br />1.EXISTING SURFACE INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PROVIDED BY OTHERS. CCE DESIGN <br />ASSOCIATES ASSUMES NO RESPONSIBILITY IN REGARD TO THE ACCURACY OF EXISTING ELEVATIONS AND SURFACE <br />FEATURES. <br />2.ALL HARDSCAPE ADJACENT TO STRUCTURES SHALL SLOPE AT A MINIMUM OF 2% FOR 5-FEET AWAY FROM THE <br />FOUNDATION. <br />3.IMPROVEMENTS WITHIN PUBLIC RIGHT OF WAY, INCLUDING (BUT NOT EXCLUSIVE OF) FENCES, DRIVEWAYS, AND <br />UTILITY CONNECTIONS WILL REQUIRE SUBSEQUENT PERMITS FROM THE GOVERNING A.H.J. <br />4.ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON <br />FOR REFERENCE ONLY. <br />5.TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15. <br />6.A DRIVEWAY GATE IS NOT PROPOSED WITH THIS PROJECT. <br />7.THE ACCESSIBLE PATH ON THIS GRADING PLAN IS SHOWN FOR REFERENCE ONLY. A SEPARATE REVIEW AND <br />APPROVAL OF THE ARCHITECTURAL PLAN, OR ACCESSIBLE PATH PLAN, BY THE PLANNING AND BUILDING AGENCY IS <br />REQUIRED. <br />8.THE PARKING AND STRIPING ON THIS GRADING PLAN IS SHOWN FOR REFERENCE ONLY. A SEPARATE REVIEW AND <br />APPROVAL OF THE ARCHITECTURAL PLAN, OR PARKING AND STRIPING PLAN, BY THE PLANNING AND BUILDING <br />AGENCY IS REQUIRED. <br />GRADING CONSTRUCTION KEYNOTES / LEGEND <br />CONSTRUCT AC PAVING, MATCH EXISTING PAVEMENT SECTION. <br />CONSTRUCT 6-INCH P.C.C. CURB PER SPPWC STD. PLAN NO. 120-3, TYPE A1-6(150). <br />CONSTRUCT 6-INCH P.C.C. CURB & GUTTER PER CITY OF SANTA ANA STANDARD PLAN NO. 1101, TYPE A-2-6. <br />CONSTRUCT CONCRETE, MATCH EXISTING THICKNESS. <br />CONSTRUCT HARDSCAPE. SEE LANDSCAPE PLANS, SHEET LC.A, FOR PRODUCT SPECIFICATION. <br />CONSTRUCT PERVIOUS PLAY AREA. SEE LANDSCAPE PLANS, SHEET LC.A, FOR PRODUCT SPECIFICATION. <br />ACCESSIBLE PARKING. STRIPING AND SIGNAGE PER ARCHITECTURAL PLANS, SHEET A0.2.3. <br />NEW PARKING LOT STRIPING PER ARCHITECTURAL PLANS, SHEET A0.5. <br />GRIND AND OVERLAY EXISTING ASPHALT PAVEMENT A MINIMUM OF 2", SEE DETAIL A ON SHEET 7. <br />CONSTRUCT ACCESSIBLE RAMP PER SPPWC STD. PLAN NO. 111-5, CASE A, TYPE 1. SEE DETAIL ON SHEET 7. <br />PROPOSED 8' HIGH GATES AND FENCING PER LANDSCAPE PLAN, SHEET LC.2. <br />CONSTRUCT 4-INCH PERVIOUS CONCRETE WALKWAY. SEE LANDSCAPE PLANS, LC.A, FOR PRODUCT SPECIFICATION. <br />CONSTRUCT GUTTER TRANSITION PER DETAIL ON SHEET 7. <br />PROPOSED 10' HIGH METAL SOUND FENCE PER LANDSCAPE PLAN, SHEET LC.2. <br />CONSTRUCT 6-INCH THICK, REINFORCED CONCRETE WALKWAY. <br />CONSTRUCT 10-INCH P.C.C. CURB PER CITY OF SANTA ANA STANDARD PLAN NO. 1101, TYPE B-1. <br />PROPOSED LANDSCAPING. SEE LANDSCAPE PLANS, LPT.1 THRU LPD.2, FOR PLANTING PLANS AND SPECIFICATIONS. <br />ACCESSIBLE PATH OF TRAVEL. <br />31 <br />32 <br />33 <br />34 <br />35 <br />36 <br />37 <br />38 <br />39 <br />40 <br />41 <br />42 <br />43 <br />44 <br />45 <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 />A <br />B <br />O <br />V <br />E <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 />B <br />E <br />L <br />O <br />W <br />EASEMENT NOTES <br />EASEMENT TO THE CITY OF SANTA ANA FOR TRAFFIC SIGNAL PURPOSES. <br />10' WIDE EASEMENT TO ORANGE COUNTY FOR SEWER PURPOSES. <br />EASEMENT TO SOUTHERN CALIFORNIA EDISON FOR UNDERGROUND ELECTRICAL SUPPLY <br />SYSTEMS PURPOSES. <br />6' WIDE EASEMENT TO SOUTHERN CALIFORNIA EDISON FOR UNDERGROUND ELECTRICAL <br />SUPPLY SYSTEMS PURPOSES. <br />20' WIDE EASEMENT TO SOUTHERN CALIFORNIA EDISON FOR UNDERGROUND ELECTRICAL <br />SUPPLY SYSTEMS PURPOSES. <br />EASEMENT TO SOUTHERN CALIFORNIA EDISON FOR UNDERGROUND ELECTRICAL SUPPLY <br />SYSTEMS PURPOSES. <br />PROPOSED 4' WIDE PUBLIC STREET EASEMENT TO BE DEDICATED TO THE CITY OF SANTA ANA. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />46 <br />47 <br />Behrooz Sarlak 12/15/2025
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