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Scale <br />Project number <br />Date <br />Drawn by <br />Jen Dunbar, AIA <br />phone: 310.435.3928 <br />12314 La Maida Street <br />Valley Village, CA 91607 <br />jen@dunbararchitecture.com <br />DUNBAR <br />ARCHITECTURE <br />23004 <br />CYPRESS STREET <br />FIRE STATION <br />REHABILITATION <br />CITY OF SANTA ANA <br />05/17/2024 <br />GF <br />625 S. CYPRESS <br />No.Description Date <br />DESIGN DEVELOPMENT 01/10/2024 <br />AS SHOWN <br />75% CD 03/15/2024 <br />90% CD 05/14/2024 <br />PERMIT SET 05/17/2024 <br />BACKCHECK SET_V2 04/07/2025 <br />CIVIL DETAILS 2 <br />C2.10 <br />PE <br />R <br /> <br />G <br />E <br />O <br />T <br />E <br />C <br />H <br /> <br />R <br />E <br />P <br />O <br />R <br />T <br />3 <br />1/ <br />2 <br />" <br />5 <br />1/ <br />4 <br />" <br />CONCRETE PAVING WITH #4 <br />REINFORCING BARS @ 16" O.C. <br />BOTH HORIZONTAL DIRECTIONS; <br />PROVIDE BROOM FINISH RAN <br />PERPENDICULAR TO PATH OF <br />TRAVEL TYP,. UNO. <br />FOR CONCRETE COLOR <br />SUB BASE, COMPACTED TO 95% <br />RELATIVE COMPACTION, REFER <br />TO GEOTECH REPORT <br />UNDISTURBED EARTH <br />NOTE: <br />FOR MORE INFORMATION, REFER TO GEOTECH REPORT. <br />EQ <br />EQ <br />AGGREGATE BASE <br />10 <br />7/ <br />8 <br />" <br />3 <br />5/ <br />8 <br />" <br />CONCRETE PAVING WITH #3 <br />REINFORCING BARS @ 18" O.C. <br />BOTH HORIZONTAL DIRECTIONS; <br />PROVIDE BROOM FINISH RAN <br />PERPENDICULAR TO PATH OF <br />TRAVEL TYP,. UNO. <br />REFER TO LANDSCAPE <br />DRAWINGS FOR CONCRETE <br />COLOR <br />SUB BASE, COMPACTED TO 95% <br />RELATIVE COMPACTION AND <br />MOISTENED TO AT LEAST TWO <br />PERCENT ABOVE OPTIMUM <br />MOISTURE CONTENT, REFER TO <br />GEOTECH REPORT <br />UNDISTURBED EARTH <br />NOTE: <br />FOR MORE INFORMATION, REFER TO GEOTECH REPORT. <br />EQ <br />EQ <br />CONCRETE PAVING PER <br />PLAN, REFER TO <br />REINFORCEMENT PER <br />PAVING TYPE, REFER TO <br />PAVING DETAILS <br />3" <br />6" <br />6" <br />1 <br />A5.02 <br />5 <br />A5.02 <br />FACE OF BUILDING <br />SEALANT & EXPANSION <br />JOINT FILLER <br />1/4" RADIUS <br />3/8" <br />FLUSH TRANSITION <br />1/4" RADIUS <br />(E) CONCRETE <br />PAVING W/ <br />SAWCUT EDGE <br />CONCRETE PAVING <br />PER PLAN, REFER TO <br />3/8"MAX. <br />#4 x 12" LONG EPOXY <br />DOWELS @ 18" O.C. <br />SEALANT & EXPANSION <br />JOINT FILLER; 1/4" MAX <br />BELOW FINISH PAVING <br />REINFORCEMENT PER <br />PAVING TYPE, REFER TO <br />PAVING DETAILS <br />3" <br />6" <br />6" <br />1 <br />A5.02 <br />5 <br />A5.02 <br />1/2" RADIUS <br />CONCRETE PAVING <br />PER PLAN, REFER TO <br />REINFORCEMENT PER <br />PAVING DETAILS <br />3" <br />6" <br />6" <br />1 <br />A5.02 <br />5 <br />A5.02 <br />3/ <br />8 <br />" <br />FINISH GRADE / <br />LANDSCAPING, <br />REFER TO CIVIL & <br />LANDSCAPE DWGS <br />2 1/4" <br />CLR. <br />CONCRETE PAVING <br />PER PLAN, REFER TO <br />SAWCUT JOINT PER PLAN, <br />SPACED AT INTERVALS NOT <br />GREATER THAN 10' <br />1 <br />A5.02 <br />5 <br />A5.02 <br />3/16 <br />MI <br />N <br />I <br />M <br />U <br />M <br /> <br />O <br />F <br /> <br />1 <br />/ <br />4 <br /> <br />T <br />H <br />E <br />SL <br />A <br />B <br /> <br />T <br />H <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br />1. <br />2. <br />3. <br />4. <br />NOTES: <br />SCORING PER PLAN, CONTRACTOR TO PROVIDE SHOP DRAWING FOR APPROVAL. <br />ADJUST SCORE LINES TO ALIGN WITH BUILDING AND SITE ELEMENTS AS MUCH AS <br />POSSIBLE WHILE MAINTAINING DESIGN INTENT. <br />WHERE SAWCUT MEETS VERTICAL SURFACE, SAWCUT SHALL TERMINATE NO MORE THAN <br />1/2" FROM EDGE. <br />SAWCUT WITHIN 8 HOURS OF CONCRETE FINISH. <br />CONCRETE PAVING <br />PER PLAN, REFER TO <br />SCORE JOINT, 3/8" RADIUS x <br />1" DEEP <br />1 <br />A5.02 <br />5 <br />A5.02 <br />PLACEMENT 1PLACEMENT 2 <br />1'-0"1'‍-0" <br />1. <br />2. <br />3. <br />NOTES: <br />INSTALL CONSTRUCTION JOINTS AS NECESSARY. <br />ALL OTHER NON CONSTRUCTION JOINT SCORING SHALL BE SAWCUT JOINT. <br />#4 SPEED DOWL AT 24" O.C. <br />ALL CONSTRUCTION JOINTS SHALL ALIGN WITH SCORING <br />SHOWN ON PLAN. CONTRACTOR SHALL COORDINATE <br />LOCATION OF CONSTRUCTION JOINTS AND SCORING PRIOR TO <br />POUR. <br />DATED 04/23/2024 <br />PREPARED BY GEOCON <br />DATED 04/23/2024 <br />PREPARED BY GEOCON