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7. <br />7 <br />7 <br />% <br />(2 <br />. <br />2 <br />% <br />) <br />4' <br />0.5% <br />0.3% <br />5'5' <br />8. <br />1 <br />7 <br />% <br />2. <br />0 <br />% <br />4' <br />7.2%40 <br />40 <br />4.9%4.5% <br />(0.4%)5'5' <br />5.5% <br />(132.25)FL <br />(132.58)TC <br />FL <br />132.29 <br />FL <br />132.27 <br />(132.20) FL <br />(132.54) TC <br />JOIN-FS <br />(132.91) <br />JOIN-FS <br />(132.90) <br />FS <br />132.82 <br />FS <br />132.83 <br />(132.08)FL <br />(132.41)TC FL <br />132.07 <br />FL <br />132.05 <br />(132.04) FL <br />(132.37) TC <br />8' <br />(2 <br />. <br />2 <br />% <br />) <br />(2 <br />. <br />6 <br />% <br />) <br />(E) 4" ROLLED CURB <br />9. <br />4 <br />' <br />JOIN-FS <br />(132.41) <br />JOIN-FS <br />(132.38) <br />5. <br />0 <br />% <br />JOIN-FS <br />(132.18) <br />JOIN-FS <br />(132.16) <br />5. <br />0 <br />% <br />FS <br />132.91 <br />FS <br />132.91 <br />3.6% <br />JOIN-FS <br />(133.24) <br />JOIN-FS <br />(133.39) <br />(2. <br />5 <br />% <br />) <br />FS <br />(133.17) <br />(E) BUILDING OVERHANG <br />(E) BUILDING (FF=133.72) <br />EX. <br />R/W <br />PROP. <br />R/W <br />4' PROPOSED PUBLIC <br />ROAD EASEMENT <br />STREET IMPROVEMENTS <br />PER SEPARATE PLAN <br />134.50 FS <br />134.44 FS <br />134.47 TC <br />(134.00) JOIN <br />42 <br />33 <br />EX. GROUND <br />-0.3%(133.85) JOIN-FL <br />(133.93)FS (1.1%) <br />2.0% <br />6.5% <br />LANDSCAPING <br />19' <br />8' ACCESSIBLE <br />RAMP <br />6' <br />SIDEWALK <br />1ST STREET <br />PL <br />32 <br />EXISTING ASPHALT <br />FINISHED SURFACE <br />PL <br />32 <br />3342 <br />32 <br />EX. CURB & <br />GUTTER <br />32(133.37) JOIN <br />(133.25) JOIN(132.49) JOIN <br />39 <br />LANDSCAPING <br />LANDSCAPING <br />132.89 FS <br />132.79 TC <br />-2.0% <br />10' EASEMENT <br />FOR SEWER <br />PURPOSES <br />6' SCE <br />EASEMENT <br />24.73' DRIVE AISLE <br />LANDSCAPING <br />EX. LANDSCAPING <br />32' ANGLED PARKING STALLS 21.73' DRIVE AISLE <br />10.8' ANGLED <br />PARKING STALLS <br />PL <br />PROP. PLANTER AREA <br />PER LANDSCAPE PLANS, <br />SEE SHEET LC.2 <br />(131.65) JOIN <br />(131.24) JOIN <br />EX. 5-STORY <br />BUILDING <br />39 EX. 4" ROLLED <br />CURB & GUTTER <br />EX. PAVEMENT <br />ENTRANCE <br />10' EASEMENT <br />FOR SEWER <br />PURPOSES <br />6' SCE <br />EASEMENT <br />(FF=133.72) <br />EXISTING ASPHALT <br />FINISHED SURFACE <br />EX. PLANTER <br />25.65' DRIVE AISLE <br />(132.28)EG <br />(132.51)TC <br />(133.59)FS-GB <br />(3.3%) <br />(1.6%) <br />(2.5%) <br />41 <br />(132.75)FS <br />(132.89)FS <br />EX. 5-STORY <br />BUILDING <br />35 <br />EX. 4" ROLLED <br />CURB & GUTTER 132.40 FS <br />(133.00) JOIN <br />EX. CONC. <br />2.4% <br />1.9% <br />132.63 FS-GB <br />(132.05)FS <br />(131.94)EG <br />(132.23)TC <br />(2.0%) <br />EX. LANDSCAPING <br />(FF=133.72)41 <br />JOIN-FS <br />(132.30) <br />JOIN-FL <br />(132.21) <br />JOIN-FS <br />(132.16) <br />2.0% <br />JOIN-FL <br />(132.08) <br />JOIN-FS <br />(132.24) <br />JOIN-FS <br />(132.24) <br />1.3% <br />FL <br />132.18 <br />JOIN-FS <br />(132.22) <br />(E) FL <br />TRANSITION <br />FL <br />(0 <br />. <br />9 <br />% <br />) <br />FL <br />132.21 <br />FL <br />132.14 <br />JOIN-FS <br />(132.17) <br />0. <br />5 <br />% <br />2.5'7.6' <br />JOIN-FS <br />(132.29) <br />CONSTRUCT 6" <br />P.C.C. CONCRETE <br />5.6'2' <br />3' <br />10 <br />' <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 />GRIND & OVERLAY DETAIL A <br />ACCESSIBLE RAMP DETAIL <br />SECTION A <br />SECTION B <br />SECTION C <br />GRADING CONSTRUCTION KEYNOTES / LEGEND <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 HARDSCAPE. SEE LANDSCAPE PLANS, SHEET LC.A, FOR PRODUCT SPECIFICATION. <br />CONSTRUCT CONCRETE, MATCH EXISTING THICKNESS. <br />CONSTRUCT ACCESSIBLE RAMP PER SPPWC STD. PLAN NO. 111-5, CASE A, TYPE 1. SEE DETAIL HEREON. <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 />32 <br />33 <br />39 <br />40 <br />41 <br />42 <br />SECTION D <br />GUTTER TRANSITION DETAIL <br />35 <br />Behrooz Sarlak 12/15/2025