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DN <br />DN <br />19 <br />T <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />19 <br />T <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />CCLL <br />3' <br /> <br />- <br /> <br />0 <br />" <br />24 <br />' <br /> <br />- <br /> <br />0 <br />" <br />TY <br />P <br />. <br />18 <br />' <br /> <br />- <br /> <br />0 <br />" <br />AL <br />L <br />E <br />Y <br />A <br />L <br />L <br />E <br />Y <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br /> <br />= <br /> <br />5 <br />0 <br />. <br />0 <br />0 <br />' <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br /> <br />= <br /> <br />5 <br />0 <br />. <br />0 <br />0 <br />' <br />PROPERTY LINE = 125.00' <br />PROPERTY LINE = 125.00' <br />5' <br /> <br />- <br /> <br />0 <br />" <br />24 <br />' <br /> <br />- <br /> <br />0 <br />" <br />TY <br />P <br />. <br />16 <br />' <br /> <br />- <br /> <br />0 <br />" <br />5' <br /> <br />- <br /> <br />0 <br />" <br />TYP. <br />9' - 0" <br />NO PARKING <br />123 <br />COVERED <br />PORCH <br />(N) OFFICE(N) OFFICE <br />2,239 SF2,239 SF <br />EXTENT OF 2ND <br />FLOOR ABOVE <br />5' <br /> <br />- <br /> <br />0 <br />" <br />SE <br />T <br />B <br />A <br />C <br />K <br />SE <br />T <br />B <br />A <br />C <br />K <br />7' - 6"2' - 6"10' - 0"97' - 7"15' - 0"5' - 0"3' - 6"16' - 6" <br />REAR SETBACK FRONT SETBACK <br />SE <br />T <br />B <br />A <br />C <br />K <br />DEDICATION TO <br />THE CITY <br />VAN <br />ACCESSIBLE <br />PARKING <br />TYP. <br />9' - 0" <br />TYP. <br />9' - 0"8' - 0" <br />2' <br /> <br />- <br /> <br />0 <br />" <br /> <br />O <br />V <br />H <br />G <br />. <br />VEHICLES <br />ACCESS <br />PEDESTRIAN ENTRANCE <br />ACCESSIBLE PATH OF TRAVEL <br />MIN. <br />2% <br />MI <br />N <br />. <br />2% <br />MA <br />X <br />. <br />2% <br />MA <br />X <br />. <br />2% <br />MA <br />X <br />. <br />2% <br />MAX. <br />2% <br />MAX. <br />2% <br />MI <br />N <br />. <br />2% <br />MI <br />N <br />. <br />2% <br />MIN. <br />2% <br />6' - 0"7' - 0" <br />A1.1 <br />1 <br />4 <br />3 <br />7 <br />5 <br />26 <br />6 <br />MAX. <br />5% <br />EXISTING PROPERTY LINE <br />FUTURE PROPERTY LINE <br />8 <br />10 <br />11 <br />12 <br />12 <br />12 <br />14 <br />13 <br />13 <br />13 <br />15 <br />1 <br />11 <br />2' <br /> <br />- <br /> <br />1 <br />1 <br />" <br />12'-8" CLG. HGT. <br />12'-8" CLG. HGT. <br />10' - 0"5' - 0" <br />4 <br />MAX. <br />5% <br />FI <br />R <br />E <br /> <br />S <br />E <br />P <br />A <br />R <br />A <br />T <br />I <br />O <br />N <br />5' <br /> <br />- <br /> <br />1 <br />" <br />FI <br />R <br />E <br /> <br />S <br />E <br />P <br />A <br />R <br />A <br />T <br />I <br />O <br />N <br />5' <br /> <br />- <br /> <br />0 <br />" <br />16 <br />9 <br />17 <br />MAX. <br />2% <br />2. <br />5 <br />% <br />3. <br />1 <br />% <br />(E) LANDSCAPE TO REMAIN <br />(N) FIRE LANE <br />PROPERTY LINE <br />PATH OF TRAVEL. EXTERIOR ROUTE OF TRAVEL TO <br />THE PUBLIC WAY. MAX 5% SLOPE, MAX 2.08% <br />CROSS SLOPE AND MIN. 48" CLEAR WIDTH <br />LOADING/UNLOADING AND ACCESSIBLE <br />PEDESTRIAN WALKWAY STRIPPING (2% <br />CROSS MAX. SLOPE) <br />(N) STREET LIGHT POLE. PER CITY <br />OF SANTA ANA STANDARDS <br />DESIGNATED ACCESSIBLE PARKING STALL <br />(E) PALM TREE TO REMAIN. <br />PROTECT IN PLACE. REFER TO CIVIL DWG. <br />1 <br />(N) MONUMENT SIGN2 <br />3 (N) TRASH ENCLOSURE <br />4 (N) BIKE RACK <br />5 (N) UNATHORIZED PARKING SIGN. REFER TO 8/A1.1 <br />6 (N) ACCESSIBLE PATH OF TRAVEL & SIGN, INDICATING PATH OF TRAVEL <br />FROM PUBLIC WAY TO ACCESSIBLE BUILDING ENTRANCES. REFER TO... <br />7 <br />8 <br />9 <br />10 <br />(N) VAN ACCESSIBLE PARKING SIGN. REFER TO 5/A1.1 <br />(N) VAN ACCESSIBLE PARKING STALLS AND LOADING MAX. 2% <br />SLOPE IN ALL DIRECTIONS. 98" MIN. VERTICAL CLEARANCE. <br />(N) BACKFLOW PREVENTION DEVICE FOR IRRIGATION PURPUSE PER CITY STANDARD <br />(N) STRIPPINGS <br />11 (N) ACCESSIBLE PATH OF TRAVEL, 5% MAX. SLOPE AND 2% MAX. CROSS SLOPE <br />12 (N) CONCRETE CURB, TYP. REFER TO 10/A1.1 <br />13 (N) COLUMN. REFER TO STRUCTURE DWG. <br />14 (E) CONCRETE PAVING TO REMAIN <br />15 REMOVE AND REPLACE EXISTING WATER METER PER STREET IMPROVEMENT PLAN <br />(N) ENHANCED PAVING <br />16 GRAY HATCH INDICATES 2FT PARKING OVERHANG <br />17 (N) BACKFLOW DEVICE FOR THE NEW FIRE WATER SERVICE. REFER TO CIVIL DWG. <br />JOB# <br />DATE <br />DRAWN <br />SCALE <br />Th <br />i <br />s <br /> <br />D <br />u <br />c <br />o <br />u <br />m <br />e <br />n <br />t <br /> <br />i <br />s <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br /> <br />Y <br />N <br /> <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />S <br />, <br /> <br />I <br />N <br />C <br />. <br />, <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br />n <br />o <br />t <br /> <br />be <br /> <br />r <br />e <br />p <br />o <br />r <br />d <br />u <br />c <br />e <br />d <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />c <br />o <br />n <br />s <br />e <br />n <br />t <br /> <br />o <br />f <br /> <br />Y <br />N <br />G <br /> <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />S <br />, <br /> <br />I <br />N <br />C. <br />© <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />No. C-32798 <br />HC <br />F <br />RADSEN <br />E <br />S <br />TAT <br />LCAIOF <br />EILC <br />A <br />ORNI <br />TC <br />ITEYENNY NG <br />DATERENEWAL <br />03-31-25 <br />As indicated <br />A1.0 <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />S <br />I <br />T <br />E <br /> <br />P <br />L <br />A <br />N <br />YC23005 <br />AN <br />C <br />E <br />N <br />A <br />Y <br /> <br />C <br />O <br />M <br />M <br />E <br />R <br />C <br />I <br />A <br />L <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br />JAN 2024 <br />T.N. <br />21 <br />0 <br /> <br />W <br />. <br /> <br />1 <br />9 <br />T <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />SCALE <br /> 3/16" = 1'-0"1PROPOSED SITE PLAN <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />INSTALL ONE STREETLIGHT ALONG THE PROPERTY FRONTAGE, AS NEEDED, PER APPROVED <br />STREET IMPROVEMENT PLANS AND CITY STANDARDS WORK WILL INCLUDE CONDUIT, <br />CONDUCTORS, STREET LIGHTS AND PEDESTAL. <br />2’-6” RIGHT-OF-WAY TO BE DEDICATED TO THE CITY OF SANTA ANA FOR STREET <br />PURPOSES. <br />THE INSTALLATION OF A NEW PARKWAY WITH DROUGHT TOLERANT LANDSCAPE PER THE <br />CITY OF SANTA ANA PARKWAY IMPROVEMENT GUIDELINES IN THE EXISTING PARKWAY. <br />ALL IMPROVEMENTS SHOWN ON THIS SITE PLAN WILL BE CONSTRUCTED AS NOTED, PER <br />CITY STANDARDS AND APPROVED PLANS. <br />THIS SITE WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CALIFORNIA <br />REGIONAL WATER QUALITY CONTROL BOARD SANTA ANA REGION ORDER NO. <br />R8-2009-0030 DISCHARGE REQUIREMENTS (MS4 PERMIT). <br />RAMP SURFACES SHALL BE STABLE, FIRM & SLIP RESISTANT AND SHALL COMPLY WITH <br />SECTION 11B-302. (11B-405.4) <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />REPUBLIC SERVICES NOTES: <br />DEPICT AND NOTE THE EXACT LOCATION(S) OF THE TRASH AND RECYCLING RECEPTACLES. <br />THE PROJECT SHALL COMPLY WITH ALL REQUIREMENTS SPECIFIED IN SAMC SEC. 16-37. <br />MINIMUM 40’ X 16’ WIDE STAGING AREA SHALL BE AVAILABLE ON SERVICE DAYS FROM 6 <br />A.M. TO 6 P.M. <br />MINIMUM VERTICAL CLEARANCE OF 25’ AT THE STAGING AREA FOR BIN SERVICE <br />CLEARANCE. <br />MINIMUM 13’ VERTICAL CLEARANCE FOR SCOUT TRUCK. <br />PER CALGREEN, ALL COMMERCIAL ESTABLISHMENTS MUST HAVE ADEQUATE SPACE IN <br />TRASH ENCLOSURES FOR THREE WASTE STREAMS - TRASH, RECYCLING, AND FOOD WASTE. <br />FOOD WASTE SERVICE IS OFFERED IN 2-YARD BINS.  <br />ALL STAGING AREAS ARE TO BE ONSITE. NO STREET STAGING IS PERMITTED. <br />42’ ON A 90-DEGREE TURN RADIUS <br />ALL DRIVEWAY AND STAGING AREAS MUST BE ABLE TO SUSTAIN A MINIMUM GROSS <br />WEIGHT OF 60,000 LBS. PER VEHICLE. <br />MAXIMUM SIZE OF BIN SHALL BE 4 CUBIC YARDS. <br />DEPICT THE TRASH TRUCKS’ TURNING RADIUS AT ALL PROPOSED INTERNAL CORNERS. <br />PROVIDE COMPLETE CIRCULATION FOR TRASH TRUCKS, BACKING UP INTO THE STREETS IS <br />NOT ALLOWED FOR SAFETY REASONS. NOTE: ALLEY PICKUP WILL BE CONSIDERED IF THERE <br />IS EXISTING ALLEY TRASH PICKUP FOR THAT BLOCK. <br />GENERAL NOTES SITE PLAN KEYNOTES SYMBOL LEGENDS <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br />07 <br />/ <br />3 <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br />2N <br />D <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />2 <br />9/ <br />1 <br />6 <br />/ <br />2 <br />0 <br />2 <br />4 <br />3R <br />D <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />3 <br />10 <br />/ <br />0 <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br />OC <br />F <br />A <br /> <br />R <br />E <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />4 <br />10 <br />/ <br />1 <br />7 <br />/ <br />2 <br />0 <br />2 <br />4 <br />4T <br />H <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />5 <br />11 <br />/ <br />0 <br />3 <br />/ <br />2 <br />0 <br />2 <br />4 <br />5T <br />H <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />COVERED WALKWAYS. COVERED WALKWAYS. COVERED WALKWAYS SHALL HAVE A CLEAR HEIGHT OF NOT LESS <br />THAN 8 FEET (2438 MM) AS MEASURED FROM THE FLOOR SURFACE TO THE CANOPY <br />OVERHEAD. ADEQUATE LIGHTING SHALL BE PROVIDED AT ALL TIMES. COVERED WALKWAYS <br />SHALL BE DESIGNED TO SUPPORT ALL IMPOSED LOADS. THE DESIGN LIVE LOAD SHALL BE <br />NOT LESS THAN 150 PSF (7.2 KN/M2) FOR THE ENTIRE STRUCTURE. (CBC 3306.7) <br />EXCEPTION: EXCEPTION: ROOFS AND SUPPORTING STRUCTURES OF COVERED WALKWAYS FOR NEW, <br />LIGHT-FRAME CONSTRUCTION NOT EXCEEDING TWO STORIES ABOVE GRADE PLANE ARE <br />PERMITTED TO BE DESIGNED FOR A LIVE LOAD OF 75 PSF (3.6KN/M2) OR THE LOADS <br />IMPOSED ON THEM, WHICHEVER IS GREATER. IN LIEU OF SUCH DESIGNS, THE ROOF AND <br />SUPPORTING STRUCTURE OF A COVERED WALKWAY ARE PERMITTED TO BE CONSTRUCTED <br />AS FOLLOWS: <br />FOOTINGS SHALL BE CONTINUOUS 2-INCH BY 6-INCH (51 MM BY 152 MM) <br />MEMBERS. <br />POSTS NOT LESS THAN 4 INCHES BY 6 INCHES (102 MM BY 152 MM) SHALL BE <br />PROVIDED ON BOTH SIDES OF THE ROOF AND SPACED NOT MORE THAN 12 FEET <br />(3658 MM) ON CENTER. <br />STRINGERS NOT LESS THAN 4 INCHES BY 12 INCHES (102 MM BY 305 MM) <br />SHALL BE PLACED ON EDGE UPON THE POSTS. <br />JOISTS RESTING ON THE STRINGERS SHALL BE NOT LESS THAN 2 INCHES BY 8 <br />INCHES (51 MM BY 203 MM) AND SHALL BE SPACED NOT MORE THAN 2 FEET <br />(610 MM) ON CENTER. <br />THE DECK SHALL BE PLANKS NOT LESS THAN 2 INCHES (51MM) THICK OR WOOD <br />STRUCTURAL PANELS WITH AN EXTERIOR EXPOSURE DURABILITY CLASSIFICATION <br />NOT LESS THAN 23/32 INCH (18.3 MM) THICK NAILED TO THE JOISTS. <br />EACH POST SHALL BE KNEE BRACED TO JOISTS AND STRINGERS BY MEMBERS <br />NOT LESS THAN 2 INCHES BY 4 INCHES (51 MM BY 102 MM); 4 FEET (1219 MM) <br />IN LENGTH. <br />A CURB THAT IS NOT LESS THAN 2 INCHES BY 4 INCHES (51 MM BY 102 MM) <br />SHALL BE SET ON EDGE ALONG THE OUTSIDE EDGE OF THE DECK. <br />REPAIR, MAINTENANCE AND REMOVAL. REPAIR, MAINTENANCE AND REMOVAL. PEDESTRIAN PROTECTION REQUIRED BY THIS <br />CHAPTER SHALL BE MAINTAINED IN PLACE AND KEPT IN GOOD ORDER FOR THE ENTIRE LENGTH <br />OF TIME PEDESTRIANS ARE SUBJECT TO BEING ENDANGERED. THE OWNER OR THE OWNER’S <br />AUTHORIZED AGENT, ON COMPLETION OF THE CONSTRUCTION ACTIVITY, SHALL IMMEDIATELY <br />REMOVE WALKWAYS, DEBRIS AND OTHER OBSTRUCTIONS AND LEAVE SUCH PUBLIC <br />PROPERTY IN AS GOOD A CONDITION AS IT WAS BEFORE SUCH WORK WAS COMMENCED. <br />(CBC 3306.8) <br />ADJACENT TO EXCAVATIONS. ADJACENT TO EXCAVATIONS. EVERY EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR <br />LESS FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A BARRIER NOT LESS THAN 6 <br />FEET (1829 MM) IN HEIGHT. WHERE LOCATED MORE THAN 5 FEET (1524 MM) FROM THE <br />STREET LOT LINE, A BARRIER SHALL BE ERECTED WHERE REQUIRED BY THE BUILDING <br />OFFICIAL. BARRIERS SHALL BE OF ADEQUATE STRENGTH TO RESIST WIND PRESSURE AS <br />SPECIFIED IN CHAPTER 16. (CBC 3306.9) <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />PROTECTION REQUIRED. PROTECTION REQUIRED. PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION, <br />REMODELING AND DEMOLITION ACTIVITIES AS REQUIRED BY THIS CHAPTER AND TABLE <br />3306.1. SIGNS SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC. (CBC 3306.1) <br />WALKWAYS. WALKWAYS. A WALKWAY SHALL BE PROVIDED FOR PEDESTRIAN TRAVEL IN FRONT OF EVERY <br />CONSTRUCTION AND DEMOLITION SITE UNLESS THE APPLICABLE GOVERNING AUTHORITY <br />AUTHORIZES THE SIDEWALK TO BE FENCED OR CLOSED. A WALKWAY SHALL BE PROVIDED <br />FOR PEDESTRIAN TRAVEL THAT LEADS FROM A BUILDING ENTRANCE OR EXIT OF AN OCCUPIED <br />STRUCTURE TO A PUBLIC WAY. WALKWAYS SHALL BE OF SUFFICIENT WIDTH TO <br />ACCOMMODATE THE PEDESTRIAN TRAFFIC, BUT SHALL BE NOT LESS THAN 4 FEET (1219 MM) <br />IN WIDTH. WALKWAYS SHALL BE PROVIDED WITH A DURABLE WALKING SURFACE. WALKWAYS <br />SHALL BE ACCESSIBLE IN ACCORDANCE WITH CHAPTER 11A OR 11B AS APPLICABLE, AND <br />SHALL BE DESIGNED TO SUPPORT ALL IMPOSED LOADS, AND THE DESIGN LIVE LOAD SHALL <br />BE NOT LESS THAN 150 POUNDS PER SQUARE FOOT (PSF) (7.2 KN/M2). (CBC3306.2) <br />DIRECTIONAL BARRICADES. DIRECTIONAL BARRICADES. PEDESTRIAN TRAFFIC SHALL BE PROTECTED BY A DIRECTIONAL <br />BARRICADE WHERE THE WALKWAY EXTENDS INTO THE STREET. THE DIRECTIONAL BARRICADE <br />SHALL BE OF SUFFICIENT SIZE AND CONSTRUCTION TO DIRECT VEHICULAR TRAFFIC AWAY <br />FROM THE PEDESTRIAN PATH. (CBC 3306.3) <br />CONSTRUCTION RAILINGS. CONSTRUCTION RAILINGS. CONSTRUCTION RAILINGS SHALL BE NOT LESS THAN 42 INCHES <br />(1067 MM) IN HEIGHT AND SHALL BE SUFFICIENT TO DIRECT PEDESTRIANS AROUND <br />CONSTRUCTION AREAS. (CBC 3306.4) <br />BARRIERS. BARRIERS. BARRIERS SHALL BE NOT LESS THAN 8 FEET (2438 MM) IN HEIGHT AND SHALL BE <br />PLACED ON THE SIDE OF THE WALKWAY NEAREST THE CONSTRUCTION. BARRIERS SHALL <br />EXTEND THE ENTIRE LENGTH OF THE CONSTRUCTION SITE. OPENINGS IN SUCH BARRIERS <br />SHALL BE PROTECTED BY DOORS THAT ARE NORMALLY KEPT CLOSED. (CBC 3306.5) <br />BARRIER DESIGN. BARRIER DESIGN. BARRIERS SHALL BE DESIGNED TO RESIST LOADS REQUIRED IN CHAPTER <br />16 UNLESS CONSTRUCTED AS FOLLOWS: <br />BARRIERS SHALL BE PROVIDED WITH 2-INCH BY 4-INCH (51MM BY 102 MM) TOP AND <br />BOTTOM PLATES. <br />THE BARRIER MATERIAL SHALL BE BOARDS NOT LESS THAN 3/4-INCH (19.1 MM) <br />THICK OR WOOD STRUCTURAL PANELS NOT LESS THAN 1/4-INCH (6.4 MM) THICK. <br />WOOD STRUCTURAL USE PANELS SHALL BE BONDED WITH AN ADHESIVE IDENTICAL <br />TO THAT FOR EXTERIOR WOOD STRUCTURAL USE PANELS. <br />WOOD STRUCTURAL USE PANELS 1/4 INCH (6.4 MM) OR 5/16 INCH (23.8 MM) IN <br />THICKNESS SHALL HAVE STUDS SPACED NOT MORE THAN 2 FEET (610 MM) ON <br />CENTER. <br />WOOD STRUCTURAL USE PANELS 3/8 INCH (9.5 MM) OR 1/2 INCH (12.7 MM) IN <br />THICKNESS SHALL HAVE STUDS SPACED NOT MORE THAN 4 FEET (1219 MM) ON <br />CENTER PROVIDED THAT A 2-INCH BY 4-INCH (51 MM BY 102 MM) STIFFENER IS <br />PLACED HORIZONTALLY AT MID-HEIGHT WHERE THE STUD SPACING IS GREATER THAN <br />2 FEET (610 MM) ON CENTER. <br />WOOD STRUCTURAL USE PANELS 5/8 INCH (15.9 MM) OR THICKER SHALL NOT SPAN <br />OVER 8 FEET (2438 MM). (CBC 3306.6) <br />PEDESTRIANS PROTECTION NOTES <br />5 <br />5 <br />5 <br />210 W 19th St <br />4/14/2025