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NOTES: <br />A+ <br />B <br /> <br />M <br />I <br />N <br />. <br />8" <br />1 <br />1 <br />1 <br />1 <br />A+ <br />B <br /> <br />M <br />I <br />N <br />. <br />8" <br />FACE OF WALL/ BLDG. <br />1/2" EXPANSION JOINT <br /># 4 @ 12" O.C. <br /># 4 @ 12" O.C. <br />FLUSH WHEN ADJACENT TO <br />HARDSCAPE. PROVIDE 1-1/2" <br />DEPRESSION FOR <br />LANDSCAPE AREA. <br />EDGE CONDITION AT <br />HARDSCAPE OR LANDSCAPE <br />WHERE OCCURS PER PLAN <br />A" <br />B" <br />EQ <br />. <br />EQ <br />. <br />FINISH SURFACE <br />PER GRADING CONCRETE PAVEMENT <br />#4 @ 12" O.C. <br /> CRUSHED AGGREGATE <br />BASE @ 95% RELATIVE <br />COMPACTION <br />SCARIFY AND RECOMPACT <br />TOP 12" OF SUBGRADE TO <br />90% RELATIVE COMPACTION <br />EDGE CONDITION AT HARDSCAPE / LANDSCAPE EDGE CONDITION AT BLDG. FACE <br />NOTES: <br />1/8" <br />DE <br />P <br />T <br />H <br /> <br />= <br />1/ <br />4 <br /> <br />S <br />L <br />A <br />B <br />TH <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br />12" <br />MAX <br />1/8" <br />DE <br />P <br />T <br />H <br /> <br />= <br />1/ <br />4 <br /> <br />S <br />L <br />A <br />B <br />TH <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br />LEGENDS: <br />1 2 <br />1 3 <br />1 7 3 <br />5 <br />1 7 <br />6 <br />4 <br />3 <br />0. <br />9 <br />6 <br />7 <br />" <br />0. <br />7 <br />2 <br />2 <br />" <br />0. <br />2 <br />5 <br />" <br />NOTES: <br />0.90" AT BASE <br />0.45" AT TOP <br />PLAN <br />LOCATION <br />THICKNESS THICKNESS <br />NON-TRAFFIC 4" <br />"A" <br />4" <br />"B" <br />PAVEMENT <br />CONCRETE <br />AGGREGATE BASE <br />CRUSHED <br />1.CONCRETE, F'C = 2,500 PSI @ 28 DAYS. <br />2.REBARS, FY=60,000 PSI ASTM A615. <br />3.FOR WPJ CONSTRUCTION JOINTS AND PATTERN, REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. <br />4.CRACK CONTROL JOINTS SHALL BE SPACED @ INTERVALS NOT GREATER THAN 10' USING SAWCUTS AND EXTEND <br />MINIMUM OF 1/4 THE SLAB THICKNESS. <br />5.FOR FINISH SURFACES, COLOR INTEGRATION, EXPANSION JOINTS AND OTHER PAVEMENT SURFACE FEATURES, <br />SEE ARCHITECTURAL & DRAWINGS. <br />6.FOR PAVEMENT TRANSITIONAL AND JOINT DETAILS REFER TO DETAIL 5 AND 6 ON THIS SHEET. <br />7.LANDSCAPE, TURF AND PLANTING AREA TO BE 1-1/2" BELOW ADJACENT CONCRETE PAVEMENT. <br />8.PROVIDE THICKENED EDGE FOR ALL EDGE CONDITIONS. <br />SCARIFY AND RECOMPACT <br />TOP 12" OF SUBGRADE TO <br />90% RELATIVE COMPACTION <br />SCARIFY AND RECOMPACT <br />TOP 12" OF SUBGRADE TO <br />90% RELATIVE COMPACTION <br />1.PROVIDE 1/4" EXPANSION JOINT WITH SELF-SEALING PREFORMED JOINT FILLER AT <br />ALL ANGLE POINTS AND THE BEGINNING AND END OF ALL CURVES. <br />2.PROVIDE CONTRACTION JOINTS CONSISTING OF ONE INCH DEEP CUT SCORES AT 20' <br />O.C. MAX. <br />3.WHERE A WALK IS ADJACENT TO THE CURB, THE JOINTS SHALL LINE WITH JOINTS IN <br />THE WALK. <br />4.CONCRETE, F'C=3,000 PSI @ 28 DAYS. <br />5.REBARS, FY=60,000 PSI ASTM A615. <br />6.CONCRETE GUTTER IS A MODIFIED DETAIL OF CITY OF SANTA ANA STD. PLAN NO. <br />1101 DETAIL B-1 OR B-3. <br />1.PAVING FINISH SURFACE. <br />2.SAWCUT. <br />3.1/8" R. @ EDGES. TYP. <br />4.PREMOLDED E.J. FILLER. <br />5.JOINT SEALANT. COLOR TO BE SELECTED BY ARCHITECT. SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION. <br />6.BACKER ROD. <br />7.18" #4 REBAR W/ 'SPEED DOWEL' @ 36" O.C., CENTER IN CONC. AT COLD JOINTS & E.J.'S. <br />8.EXPANSION JOINTS 20 O.C. MAX. COORDINATE WITH LANDSCAPE DRAWING FOR JOINT LOCATIONS. <br />9.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF CONTROL JOINT AND EXPANSION JOINT LAYOUT. <br />A: SAWCUT JOINT <br />D: EXPANSION JOINTB: TOOLED JOINT <br />C: COLD JOINT <br />SURROUNDING <br />PEDESTRIAN <br />SURFACE <br />DOME <br />TILE <br />TRUNCATED DOMES SHALL BE CAST IN <br />PLACE REPLACEABLE TACTILE <br />AND 33538 YELLOW <br />0.883" <br />1. ONLY APPROVED DSA-AC DETECTABLE WARNING PRODUCTS (TRUNCATED DOMES) AND DIRECTIONAL SURFACES <br />SHALL BE INSTALLED AS PROVIDED IN THE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 1, <br />ARTICLES 2, 3 AND 4. REFER TO CCR TITLE 24, PART 12, CHAPTERS 12-11A AND B-102, FOR BUILDING AND <br />FACILITY ACCESS SPECIFICATIONS FOR PRODUCT APPROVAL FOR DETECTABLE WARNING PRODUCTS AND <br />DIRECTIONAL SURFACES. [CBC 11B-247.1] <br />2.REFER TO CITY OF SANTA ANA STANDARD PLAN NO. 1122 FOR ALL ADDITIONAL REQUIREMENTS AND DIMENTIONS <br />RELATED TO TRUNCATED DOMES. <br />3.SEE MANUFACTURER'S (ADA SOLUTIONS, INC.) DRAWINGS AND SPECIFICATIONS FOR MORE DETAILS. <br />1. <br />7 <br />0 <br />" <br />1.70" <br />P. <br />O <br />. <br />T <br />. <br />TRUNCATED DOMES SHALL BE CAST IN <br />PLACE REPLACEABLE TACTILE AND <br />33538 YELLOW OF SAE AMS-STD-595A. <br />PANEL JOINT. DOME SPACING & <br />PATTERN OF THE NEXT PANEL SHALL <br />CONTINUE AT THE SAME SPACING <br />TWO COATS OF SURFACE SEAL <br />PER SPECIFICATIONS <br />1. <br />5 <br />" <br /> <br />( <br />M <br />I <br />N <br />) <br />1.5" MIN AC OVERLAY TO MEET NEW <br />DESIGN GRADE PER GRADING PLANS <br />PROVIDE TACK COAT BETWEEN (N) AND (E) AC <br />PER APWA STANDARD SPECIFICATIONS <br />SECTION 302-5.4 (2021 EDITION) <br />GRIND 1.5" OF EXISTING AC PAVEMENT <br />BEFORE OVERLAY OF NEW LAYERS <br />NOTES: <br />1. FOR PAVEMENT TRANSITIONAL DETAIL REFER TO DETAIL 6 ON THIS SHEET. <br />2.AFTER AC OVERLAY, PAINT WITH SOLAR REFLECTIVE COATING PER <br />ARCHITECTURAL DRAWINGS. <br />3. SEE SPEC 32.1236 FOR COATS OF SEAL SURFACE. <br />4. USE TACK COAT TYPE AR-4000 OR APPROVED EQUAL. APPLICATION RATE <br />SHALL BE 0.05 GALLON / SQUARE YARD. SEE SECTION 302-5 OF THE STANDARD <br />SPECIFICATIONS FOR TRACKING PROTECTION AND CLEAN-UP REQUIREMENTS. <br />5. CONTRACTOR SHALL EXERCISE CARE TO PREVENT THE TACK COAT FROM <br />BEING APPLIED ON OTHER THAN THE AREA TO BE PAVED, AND SHALL BE <br />RESPONSIBLE FOR REMOVING ANY TACK COAT FROM SURFACES NOT <br />DESIGNATED TO BE PAVED AT NO COST TO THE OWNER. <br />PAVEMENT TRANSITIONAL DETAIL6NOT TO SCALE <br />CONCRETE PAVEMENT DETAIL1NOT TO SCALE <br />ASPHALT PAVEMENT SECTION2NOT TO SCALE <br />CAST IN PLACE TRUNCATED DOME DETAIL7NOT TO SCALE <br />CONCRETE CURB DETAIL4NOT TO SCALE <br />JOINT DETAIL5NOT TO SCALE <br />NOTE: <br />A <br />B <br />TABLE <br />AC PAVEMENT <br />SURFACING TYPE <br />III, C3, PG-64-10 <br />1.FOR PAVEMENT TRANSITION REFER TO DETAIL 6 ON THIS SHEET. <br />SCARIFY AND RECOMPACT <br />TOP 12" OF SUBGRADE TO <br />90% RELATIVE COMPACTION <br />CRUSHED AGGREGATE BASE <br />RECOMPACTED TO 95% <br />RELATIVE COMPACTION <br />TWO COATS OF <br />SURFACE SEAL <br />3" <br />GRADE <br />C3 <br />"A" <br />BASE COURSE <br />6" <br />LOCATION <br />AC <br />THICKNESS TYPE <br />CAB FINE <br />THICKNESSCLASS <br />PARKING/LIGHT TRAFFIC <br />"B" <br />AC OVERLAY DETAIL3NOT TO SCALE <br />EXIST AC <br />PAVEMENT <br />NEW CONSTRUCTION/ <br />AC PAVEMENT <br />EXIST BASENEW BASE <br />1'-0"REMOVE EXISTING AC <br />AND REPLACE WITH NEW <br />AC PAVEMENT <br />EXISTING <br />BASE COURSE <br />EDGE NEATLY SAWCUTTACK COAT <br />FULL DEPTH <br />EXIST AC <br />PAVEMENT <br />NEW CC <br />PAVEMENT <br />EXIST BASENEW BASE <br />EDGE NEATLY SAWCUTTACK COAT <br />FULL DEPTH <br />NEW BASE <br />COURSE <br />NEW BASE <br />COURSE <br />TYP. SECTION: <br />2-#4 CONT. BAR <br />SCARIFY AND RECOMPACT <br />TOP 12" OF SUBGRADE TO <br />90% RELATIVE COMPACTION <br />EXIST LANDSCAPE <br />AREA <br />NEW CC <br />PAVEMENT <br />NEW BASE <br />1-1/2" DEPRESSION FOR <br />LANDSCAPE AREA. <br />TACK COAT <br />FULL DEPTH <br />NEW BASE <br />COURSE <br />FILE NO.:TENANT IMPROVEMENT PLAN <br />PROJECT LIMITS <br />CITY OF SANTA ANA <br />PUBLIC WORKS AGENCY <br />REVISIONS REFERENCES <br />NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED <br />CONSTRUCTION COMPLETED:SHEET _ OF 8 <br />BENCHMARK NO.:ELEV.: <br />DATE <br />08/2024DESIGNED: AL DRAWN: RF CHECKED: TD <br />08/2024 <br />RECOMMENDED FOR <br />CONSTRUCTION: <br />REVIEWED FOR <br />CONSTRUCTABILITY: <br />PRINCIPAL CIVIL ENGINEER <br />08/2024 <br />PRINCIPAL CIVIL ENGINEER <br />PREPARED UNDER <br />THE SUPERVISION <br />OF: <br />RCE NO.:36079 <br />RCE NO.: <br />SENIOR CIVIL ENGINEER <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />O <br />. <br /> <br />Y <br />Y <br />- <br />N <br />N <br />N <br />N <br />: <br /> <br />1 <br />0 <br />0 <br />1 <br /> <br />S <br /> <br />G <br />R <br />A <br />N <br />D <br /> <br />A <br />V <br />E <br />. <br />MISCELLANEOUS DETAIL <br />TOP OF CURB <br />FLOWLINE <br />6" <br />6" <br />12" <br />6"6" <br />12" <br />6" <br />BOTTOM OF CURB <br />TOP OF CURB <br />CONCRETE CURB <br />CONCRETE CURBCONCRETE CURB <br />PAVEMENT PER SITE <br />PLAN <br />CURB SLOT DETAIL8NOT TO SCALE <br />6 <br />C-4.0 <br />CONCRETE PAVEMENT PER <br />DETAIL 1 ON THIS SHEET OR <br />LANDSCAPE WHERE OCCURS <br />LANDSCAPE OR <br />HARDSCAPE <br />(SEE GRADING PLAN <br />FOR ELEVATION) <br />6" <br /> <br />M <br />I <br />N <br />8" <br /> <br />M <br />I <br />N <br />3:12 BATTER <br />TC ELEVATION PER GRADING <br />PLAN ON SHEET C-3.0. <br />FS ELEVATION PER GRADING <br />PLAN ON SHEET C-3.0. <br />R=1 <br />2" TYP. <br />6" <br />2-#4 CONT. BAR <br />SCARIFY AND RECOMPACT <br />TOP 12" OF SUBGRADE TO <br />90% RELATIVE COMPACTION <br />LANDSCAPE OR <br />HARDSCAPE <br />(SEE GRADING PLAN <br />FOR ELEVATION) <br />3:12 BATTER <br />TC ELEVATION PER GRADING <br />PLAN ON SHEET C-3.0. <br />FS ELEVATION PER GRADING <br />PLAN ON SHEET C-3.0. <br />R=1 <br />2" TYP. <br />6" <br />AC OVERLAY PER DETAIL 3 ON <br />THIS SHEET <br />CONCRETE CURB AT HARDSCAPE / LANDSCAPE <br />CONCRETE CURB AT AC OVELAY <br />Behrooz Sarlak 4/7/2025