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8'
<br />
<br />-
<br />
<br />0
<br />"
<br />4"
<br />3"
<br />4" TYP
<br />1"X1"X1/8" STEEL TUBE
<br />PICKETS EQUALLY
<br />SPACED, TOPS ARE
<br />SPEAR-PRESSED.
<br />START AND END PICKETS
<br />4" MAX. FROM ADJACENT
<br />POST TYP.
<br />STEEL BOTTOM
<br />RAIL, 1 1/2" x 1 1/2"
<br />CONCRETE PAVING/ MOW
<br />WHERE OCCURS
<br />FOOTING,
<br />REFER TO DETAIL
<br />HSS 3"X3"X3/16" GALV.
<br />POSTS @ 10'-0" O.C. WITH
<br />GALVANIZED CAST IRON
<br />CAPS,TYP.
<br />STEEL DOUBLE TOP
<br />RAILS, 1 1/2" x 1 1/2"
<br />4
<br />A5.02
<br />FENCE POSTS,
<br />SEE ELEVATION FOR SIZE,
<br />SET W/ NON-SHRINK GROUT
<br />CROWN TOP OF FOOTING TO
<br />SLOPE AWAY FROM MOISTURE
<br />FINISH GRADE
<br />FINISH PAVING
<br />CONCRETE FOOTING SIZE AND
<br />REINFORCEMENT PER
<br />MANUFACTURER'S REQUIREMENTS
<br />2%
<br />MAX2"2"
<br />A: AT LANDSCAPE AREAS B: AT PAVING AREAS
<br />40
<br />"
<br />℄
<br />3"x3"x11 GA. STEEL
<br />POST AND HEADER
<br />6"x2"x3/16" HSS
<br />PERIMETER FRAME,
<br />TYP
<br />16 GA. PERFORATED
<br />METAL PANEL, 2'-0" MIN
<br />EACH SIDE FOR SECURITY,
<br />REFER TO SPECS.
<br />
<br />FOR ADJACENT FENCE
<br />SEE DETAIL CLOSER ON INSIDE,
<br />COORDINATE CLOSER
<br />MOUNTING W/ HEADER SIZE
<br />12" x 2" HSS RAIL FOR EXIT
<br />DEVICE HARDWARE
<br />PANIC HARDWARE WITH VANDAL
<br />PULL TRIM, WHERE OCCURS; REFER
<br />TO GATE SCHEDULE
<br />FINISH PAVING
<br />FOOTING, REFER
<br />TO DETAIL
<br />NOTE:
<br />1. GATE TO BE CUSTOM FABRICATED BY FENCING MANUFACTURER. CONTRACTOR TO SUBMIT
<br />SHOP DRAWINGS OF GATES AND GATE HARDWARE PRIOR TO FABRICATION.
<br />2. GATE TO BE OPERABLE WITH ONE HAND WITHOUT TIGHT GRASPING, PINCHING OR TWISTING OF
<br />THE WRIST AND WITH 5 POUNDS MAX. OPERATING FORCE.
<br />3. ALL OPERABLE GATE HARDWARE TO BE LOCATED BETWEEN 34" TO 44" ABOVE FINISH FLOOR.
<br />10
<br />"
<br />2' MIN.
<br />3
<br />A5.02
<br />4
<br />A5.02
<br />FACE OF BUILDING
<br />4x4 WD POST WITHIN (E) STUD
<br />WALL FULL HT. OR SISTERED TO
<br />(E) STUDS, REFER TO STRUCT.
<br />DWGS. FOR TYP. DETAILS
<br />NOM. 1" GAP BETWEEN POST AND
<br />FACE OF BLDG.
<br />(3) L3x3x1/4 STL. ANGLES EVENLY
<br />SPACED W/ 3/8" BOLT THROUGH HSS
<br />& 3/8 LAG SCREW INTO WOOD POST
<br />MIN. 2" EMBED.; COVER ACCESS
<br />HOLES AFTER INSTALLATION TO
<br />PREVENT WATER INGRESS
<br />40
<br />"
<br />℄
<br />3"x3"x3/16" STEEL
<br />POSTs
<br />
<br />FOR ADJACENT FENCE
<br />SEE DETAIL
<br />GATE LEVER AND LATCH;
<br />REFER TO GATE SCHEDULE
<br />FINISH PAVING
<br />FOOTING, REFER
<br />TO DETAIL
<br />NOTE:
<br />1. GATE TO BE CUSTOM FABRICATED BY FENCING MANUFACTURER. CONTRACTOR TO SUBMIT
<br />SHOP DRAWINGS OF GATES AND GATE HARDWARE PRIOR TO FABRICATION.
<br />2. GATE TO BE OPERABLE WITH ONE HAND WITHOUT TIGHT GRASPING, PINCHING OR TWSTING OF
<br />THE WRIST AND WITH 5 POUNDS MAX. OPERATING FORCE.
<br />3. ALL OPERABLE GATE HARDWARE TO BE LOCATED BETWEEN 34" TO 44" ABOVE FINISH FLOOR.
<br />3
<br />A5.02
<br />4
<br />A5.02
<br />FACE OF BUILDING
<br />10
<br />"
<br />8'
<br />
<br />-
<br />
<br />0
<br />"
<br />3"x3"x3/16" HSS PERIMETER
<br />FRAME, TYP
<br />4x4 WD POST WITHIN (E) STUD
<br />WALL FULL HT. OR SISTERED TO
<br />(E) STUDS, REFER TO STRUCT.
<br />DWGS. FPR TYP. DETAILS
<br />NOM. 1" GAP BETWEEN POST AND
<br />FACE OF BLDG.
<br />(3) L3x3x1/4 STL. ANGLES EVENLY
<br />SPACED w/ 3/8" BOLT THROUGH HSS
<br />& 3/8 LAG SCREW INTO WOOD POST
<br />MIN. 2" EMBED.; COVER ACCESS
<br />HOLES AFTER INSTALLATION TO
<br />PREVENT WATER INGRESS
<br />1'
<br />
<br />-
<br />
<br />0
<br />"
<br />4"
<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 PREPARED BY GEOCON DATED
<br />APRIL 23, 2024 AND CIVIL DWGS.
<br />EQ
<br />EQ
<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 />4"
<br />6"
<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 />REFER TO LANDSCAPE DRAWINGS
<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 PREPARED BY GEOCON DATED
<br />APRIL 23, 2024 AND CIVIL DWGS.
<br />EQ
<br />EQ
<br />AGGREGATE BASE
<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 />1/2" 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 />4"
<br />8"
<br />8"
<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 TYPE, REFER TO
<br />PAVING DETAILS
<br />4"
<br />8"
<br />8"
<br />1
<br />A5.02
<br />5
<br />A5.02
<br />1/
<br />2
<br />"
<br />FINISH GRADE /
<br />LANDSCAPING,
<br />REFER TO CIVIL &
<br />LANDSCAPE DWGS
<br />CLR.
<br />3"
<br />CONCRETE PAVING PER
<br />PLAN, REFER TO
<br />REINFORCEMENT PER
<br />PAVING TYPE, REFER TO
<br />PAVING DETAILS
<br />4"
<br />8"
<br />8"
<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 />1/2"
<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 />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 />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 />NOTES:
<br />1. SCORING PER PLAN, CONTRACTOR TO PROVIDE SHOP DRAWING FOR APPROVAL.
<br />2. ADJUST SCORE LINES TO ALIGN WITH BUILDING AND SITE ELEMENTS AS MUCH AS
<br />POSSIBLE WHILE MAINTAINING DESIGN INTENT.
<br />3. WHERE SAWCUT MEETS VERTICAL SURFACE, SAWCUT SHALL TERMINATE NO MORE THAN
<br />1/2" FROM EDGE.
<br />4. 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 />NOTES:
<br />1. INSTALL CONSTRUCTION JOINTS AS NECESSARY.
<br />2. ALL CONSTRUCTION JOINTS SHALL ALIGN WITH SCORING SHOWN ON PLAN. CONTRACTOR
<br />SHALL COORDINATE LOCATION OF CONSTRUCTION JOINTS AND SCORING PRIOR TO
<br />POUR.
<br />3. ALL OTHER NON CONSTRUCTION JOINT SCORING SHALL BE SAWCUT JOINT.
<br />#4 SPEED DOWL AT 24" O.C.
<br />1/4" RADIUS, TYP
<br />CONCRETE PAVING PER
<br />PLAN, REFER TO
<br />REINFORCEMENT PER
<br />PAVING TYPE, REFER TO
<br />PAVING DETAILS
<br />4"
<br />8"
<br />8"
<br />1
<br />A5.02
<br />5
<br />A5.02
<br />FINISH GRADE,
<br />REFER TO
<br />CIVIL DWGS
<br />6"1 1/2"
<br />6"
<br />RE
<br />F
<br />E
<br />R
<br />
<br />T
<br />O
<br />VA
<br />R
<br />I
<br />E
<br />S
<br />CI
<br />V
<br />I
<br />L
<br />1/2"
<br />1'
<br />
<br />-
<br />
<br />6
<br />"
<br />#4 REINFORCING
<br />BAR
<br />SEALANT & EXPANSION
<br />JOINT FILLER
<br />CONCRETE CURB
<br />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 />JD/AP
<br />As indicated
<br />4/
<br />7
<br />/
<br />2
<br />0
<br />2
<br />5
<br />
<br />9
<br />:
<br />2
<br />2
<br />:
<br />2
<br />4
<br />
<br />P
<br />M
<br />A5.02
<br />SITE DETAILS
<br />23004
<br />CYPRESS CENTER
<br />RESTORATION
<br />CITY OF SANTA ANA
<br />1/17/2025
<br />625 S. CYPRESS AVE.
<br />SANTA ANA, CA 92701
<br />1/4" = 1'-0"A5.02
<br />3 METAL FENCE ELEVATION, TYPICAL
<br />3/4" = 1'-0"A5.02
<br />4 METAL POST FOOTING
<br />1/4" = 1'-0"A5.02
<br />7 PEDESTRIAN GATE ELEVATION - EGRESS
<br />1/4" = 1'-0"A5.02
<br />8 PEDESTRIAN GATE ELEVATION
<br />3" = 1'-0"A5.02
<br />1 CONCRETE PAVING
<br />3" = 1'-0"A5.02
<br />5 CONCRETE VEHICULAR PAVING
<br />1 1/2" = 1'-0"A5.02
<br />2 (N) CONCRETE TO (E) CONCRETE
<br />1 1/2" = 1'-0"A5.02
<br />6 CONCRETE EDGE
<br />1 1/2" = 1'-0"A5.02
<br />10 CONCRETE AT BUIDING
<br />3" = 1'-0"A5.02
<br />9 CONCRETE SAWCUT JOINT, TYP.
<br />3" = 1'-0"A5.02
<br />13 CONCRETE CONSTRUCTION JOINT, TYP
<br />1 1/2" = 1'-0"A5.02
<br />11 CONCRETE CURB
<br />No. Description Date
<br />75% CD 3/15/2024
<br />90% CD 5/14/2024
<br />PERMIT SET 5/17/2024
<br />OCFA SUBMITTAL 9/26/2024
<br />BACKCHECK SET 1/17/2024
<br />BACKCHECK SET_V2 4/8/2025
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