|
6'-0" LONG PRECAST
<br />CONCRETE WHEEL STOP
<br />(2) #3 BARS
<br />A.C. PAVING OR SLAB,
<br />SEE PLAN
<br />#4 X 24" GALV. BARS
<br />@ 24" O.C., MINIMUM 3
<br />3"
<br />
<br />2
<br />
<br />1
<br />/
<br />2
<br />"
<br />2 1/2" 2 1/2" 2 1/2"
<br />7 1/2"
<br />5
<br />1
<br />/
<br />2
<br />"
<br />NOTES:
<br />1. USE ONLY APPROVED DSA/AC DETECTABLE WARNING PRODUCTS THAT COMPLY WITH CBC
<br />SECTION 11B-705
<br />2. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE
<br />NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN
<br />AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE
<br />DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 3'-0" WIDE.
<br />3. DSA WILL PROVISIONALLY ACCEPT A WRITTEN FIVE (5) YEAR PRODUCT WARRANTY
<br />PROVIDED BY THE MANUFACTURER OF DETECTABLE WARNINGS AND DIRECTIONAL SURFACE
<br />PRODUCTS AS EQUIVALENT TO THE EVALUATION AND PRODUCT APPROVAL PROGRAM. SUCH
<br />WARRANTY SHALL INDICATE COMPLIANCE WITH ARCHITECTURAL STANDARDS AS PUBLISHED
<br />IN THE CURRENT EDITION OF THE CALIFORNIA BUILDING STANDARDS CODE, AND ALSO
<br />INCLUDE DURABILITY CRITERIA WHICH INDICATES THAT THE SHAPE, COLOR FASTNESS,
<br />CONFIRMATION, SOUND-ON-CANE ACOUSTIC QUALITY, RESILIENCE AND ATTACHMENT WILL
<br />NOT DEGRADE SIGNIFICANTLY FOR AT LEAST FIVE (5) YEARS AFTER INITIAL INSTALLATION.
<br />TYPICAL
<br />PLAN
<br />A. PLAN (TYP.)
<br />B. SECTION (TYP.)
<br />APART
<br />2.3" - 2.4"
<br />TAPERED EDGES
<br />WHERE
<br />EXPOSED
<br />AP
<br />A
<br />R
<br />T
<br />2.
<br />3
<br />"
<br />
<br />-
<br />
<br />2
<br />.
<br />4
<br />"
<br />DIMENSIONS
<br />TO MATCH
<br />EACH OTHER AT
<br />
<br />B
<br />A
<br />S
<br />E
<br />0.
<br />9
<br />0
<br />"
<br />
<br />-
<br />
<br />0
<br />.
<br />9
<br />2
<br />"
<br />AT
<br />
<br />T
<br />O
<br />P
<br />0.
<br />4
<br />5
<br />"
<br />
<br />-
<br />
<br />0
<br />.
<br />4
<br />7
<br />"
<br />0.
<br />2
<br />0
<br />"
<br />
<br />H
<br />T
<br />.
<br />0.
<br />6
<br />5
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />IN-LINE TRUNCATED
<br />DOMES @ FULL WIDTH OF
<br />RAMP, SEE DETAIL 3 / A01.4
<br />PROVIDE A 48"X48" CLEAR
<br />SPACE WITH A MAXIMUM OF
<br />2% SLOPE IN ANY DIRECTION
<br />PROVIDE FLUSH TRANSITION
<br />AT ZERO CURB
<br />2%
<br />MAX.
<br />
<br />.
<br />
<br />
<br />
<br />
<br />
<br />8"
<br />
<br />M
<br />A
<br />X
<br />.
<br />6"
<br />
<br />M
<br />I
<br />N
<br />.
<br />3'
<br />
<br />-
<br />
<br />0
<br />"
<br />3'
<br />
<br />-
<br />
<br />0
<br />"
<br />6"
<br />7'
<br />
<br />-
<br />
<br />0
<br />"
<br />2'
<br />
<br />-
<br />
<br />0
<br />"
<br />
<br />6
<br />'
<br />
<br />-
<br />
<br />8
<br />"
<br />
<br />T
<br />Y
<br />P
<br />.
<br />
<br />7
<br />"
<br />
<br />1
<br />'
<br />
<br />-
<br />
<br />6
<br />"
<br />3"
<br />16 GA. GALV. STL. SIGN PAINTED
<br />OSHA BLUE INCL. FASTENERS
<br />9 1/2" HIGH ISA SYMBOL AND
<br />2 1/4" HIGH "VAN ACCESSIBLE"
<br />PAINTED W/ WHITE
<br />REFLECTORIZED PAINT
<br />1" R., TYP.
<br />1/2" WIDE BORDER PAINTED W/ WHITE
<br />REFLECTORIZED PAINT
<br />FINISH GRADE OR SLAB, REF. PLAN
<br />PIPE 2 STD. GALV. STEEL POST
<br />12" DIA. CONC. FOOTING
<br />VAN
<br />ACCESSIBLE
<br />16 GA. GALV. STL. SIGN PAINTED
<br />WHITE INCL. FASTENERS
<br />TEXT: "MINIMUM FINE OF $250.00"
<br />FONT: ARIAL, BLACK
<br />SIZE: 1"
<br />MINIMUM FINE
<br />OF $250.00
<br />2% MAX IN P.O.T.
<br />UNAUTHORIZED VEHICLES
<br />PARKED IN DESIGNATED
<br />ACCESSIBLE SPACES NOT
<br />DISPLAYING DISTINGUISHING
<br />PLACARDS OR SPECIAL
<br />LICENSE PLATES ISSUED FOR
<br />PERSONS WITH DISABILITIES
<br />WILL BE TOWED AWAY AT THE
<br />OWNER'S EXPENSE. TOWED
<br />VEHICLES MAY BE
<br />RECLAIMED BY CONTACTING
<br />THE WEST COVINA POLICE
<br />DEPARTMENT AT:
<br />1444 WEST GARVEY AVENUE
<br />WEST COVINA, CA 91790 OR
<br />BY TELEPHONING
<br />PH. (626) 939-8555."
<br />2'
<br />
<br />-
<br />
<br />0
<br />"
<br />MI
<br />N
<br />.
<br />
<br />W
<br />H
<br />E
<br />R
<br />E
<br />
<br />L
<br />O
<br />C
<br />A
<br />T
<br />E
<br />D
<br />
<br />I
<br />N
<br />
<br />W
<br />A
<br />L
<br />K
<br />I
<br />N
<br />G
<br />
<br />P
<br />A
<br />T
<br />H
<br />6'
<br />
<br />-
<br />
<br />8
<br />"
<br />
<br />1
<br />'
<br />
<br />-
<br />
<br />1
<br />0
<br />"
<br />4"
<br />3"
<br />16 GA. GALV. STL. SIGN PAINTED
<br />WHITE INCLUDING FASTENERS
<br />TEXT:
<br />"UNAUTHORIZED VEHICLES
<br />PARKED IN DESIGNATED
<br />ACCESSIBLE SPACES NOT
<br />DISPLAYING DISTINGUISHING
<br />PLACARDS OR SPECIAL
<br />LICENSE PLATES ISSUED FOR
<br />PERSONS WITH DISABILITIES
<br />WILL BE TOWED AWAY AT THE
<br />OWNER'S EXPENSE. TOWED
<br />VEHICLES MAY BE RECLAIMED
<br />BY CONTACTING THE WEST
<br />COVINA POLICE DEPARTMENT
<br />AT: 1444 W. GARVEY AVENUE,
<br />WEST COVINA, CA 91790
<br />OR BY TELEPHONING:
<br />PH. (626) 939-8555"
<br />1" HIGH BLACK LETTERS
<br />FONT: SANS SERIF
<br />1" RAD., TYP.
<br />FINISH GRADE OR SLAB, REF. PLAN
<br />PIPE 2 STD. GALV. STEEL POST
<br />12" DIA. CONC. FOOTING
<br />1' - 5"
<br />NOTE: TOW AWAY SIGNAGE PER CBC 11B-502.8
<br />2% MAX IN P.O.T.
<br />2" DIA. GALV. STEEL POST
<br />ACCESSIBLE
<br />PASSENGER
<br />LOADING ZONE
<br />2'
<br />
<br />-
<br />
<br />0
<br />"
<br />6'
<br />
<br />-
<br />
<br />8
<br />"
<br />
<br />T
<br />Y
<br />P
<br />.
<br />1'
<br />
<br />-
<br />
<br />6
<br />"
<br />4"
<br />3"
<br />16 GA. GALV. STL. SIGN PAINTED
<br />OSHA BLUE INCL. FASTENERS
<br />9 1/2" HIGH ISA SYMBOL AND 2 1/4"
<br />HIGH "ACCESSIBLE PASSENGER
<br />LOADING ZONE" PAINTED W/
<br />WHITE REFLECTORIZED PAINT
<br />1" R., TYP.
<br />1/2" WIDE BORDER PAINTED W/ WHITE
<br />REFLECTORIZED PAINT
<br />FINISH GRADE OR SLAB, REF. PLAN
<br />2" x 2" GALV. STEEL PIPE POST
<br />12" DIA. CONC. FOOTING
<br />1' - 0"
<br />2% MAX. IN P.O.T.
<br />HDG FENCING REFER
<br />TO DETAIL
<br />HDG MECHANICAL
<br />FASTENER TO COLUMN,
<br />SEE DETAIL
<br />EXIST. EXTERIOR
<br />TAPERED COLUMN
<br />BASED. 1/4" FILLET TO
<br />ALL EXPOSED EDGES
<br />FINISH GRADE
<br />B
<br />/9 A01.4
<br />/----
<br />3'
<br />
<br />-
<br />
<br />0
<br />"
<br />1' - 6"
<br />CL
<br />R
<br />.
<br />6"
<br />STRUCTURAL FENCE POST
<br />1/4":1FT SLOPE
<br />TOP FOR RUNOFF
<br />FINISH GRADE
<br />2"
<br />(4) #5 VERTICAL
<br />REINFORCING
<br />(4) #4 TIES @ TOP (@ 3" O.C.)
<br />#4 STAGGERED TIES @
<br />8" O.C.
<br />3"
<br />
<br />C
<br />L
<br />R
<br />.
<br />4" CLR.
<br />NOTE:
<br />TYPICAL OF ALL FENCE POSTS EXCEPT FENCELINE COLUMNS AND GATES.
<br />OVERALL FOOTING DIMENSIONS TO BE AS DEPICTED UNLESS OTHERWISE
<br />NOTED IN SUPPLEMENTARY DETAILS.
<br />6"
<br />
<br />M
<br />I
<br />N
<br />.
<br />
<br />L
<br />A
<br />P
<br />DE
<br />E
<br />P
<br />
<br />F
<br />T
<br />G
<br />.
<br />4'
<br />
<br />-
<br />
<br />0
<br />"
<br />9"
<br />CONC. FTG.
<br />2' - 0" Ø
<br />CL
<br />R
<br />.
<br />6"
<br />STRUCTURAL FENCE POST
<br />FINISH GRADE
<br />(6) #5 VERTICAL
<br />REINFORCING
<br />(4) #4 TIES @ TOP (@ 3" O.C.)
<br />#4 STAGGERED TIES @
<br />8" O.C.
<br />3"
<br />
<br />C
<br />L
<br />R
<br />.
<br />3" CLR.
<br />2"
<br />
<br />
<br />C
<br />L
<br />R
<br />.
<br />6"
<br />
<br />M
<br />I
<br />N
<br />.
<br />
<br />L
<br />A
<br />P
<br />PANIC HARDWARE
<br />TYP.
<br />4 x 4 x 1/4 DROP ROD
<br />WITH LATCH
<br />GATE LOCKING
<br />HARDWARE TYP.
<br />2 x 1 x 1/8 STL.
<br />ANGLE., WELD ON
<br />ALL SIDES TYP.
<br />SILICONE GASKETING W/
<br />ADHESIVE BACKING. BASIS
<br />FOR DESIGN. PEMKO
<br />MODEL S88
<br />16 GA. 4' x 6'-10"
<br />HOLLOW METAL DOOR
<br />WITH SECURITY
<br />GRILLE SEE DOOR
<br />SCHEDULE
<br />2"
<br />
<br />C
<br />L
<br />R
<br />.
<br />4 x 2 x 1/4 HSS
<br />DOOR JAMB,
<br />PANIC HARDWARE, REFER TO
<br />GATE SCHEDULE ON SHT. A52.1
<br />FOR TYPE
<br />16 GA. 4 x 10 HOLLOW METAL
<br />DOOR W/ SECURITY GRILLE
<br />4 x 4 x 1/4 HSS FRAME HEADER,
<br />WELDED AT BOTH ENDS GRIND
<br />SMOOTH TYP., WELDED AT BOTH
<br />ENDS GRIND SMOOTH TYP.
<br />11 GA. PERFORATED
<br />STAINLESS STEEL PANEL
<br />AREA W/ (1/8" OPNGS.)
<br />B.O.D. MCNICHOLS
<br />PERFORATED PANEL.
<br />ENTRY SIDE
<br />A01.4
<br />15
<br />TYP.
<br />COLUMN BEYOND
<br />EXIT SIDE
<br />10
<br />"
<br />10
<br />"
<br />13
<br />A01.4
<br />1"
<br />
<br />C
<br />L
<br />R
<br />.
<br />11 GA. PERFORATED STAINLESS STEEL
<br />PANEL AREA W/ (1/8" OPNGS.) B.O.D.
<br />MCNICHOLS PERFORATED PANEL.
<br />4 x 2 x 1/4 HSS GATE JAMB BEYOND
<br />ATTACH FLAT BAR STL. & 11 GA.
<br />PROFORATED STAINLESS STEEL PANEL
<br />FENCE W/ 4 STAINLESS STEEL, TAMPER-
<br />PROOF PAN-HEAD BOLTS W/ LOCK NUTS.
<br />PROVIDE 4 BOLTS PER SIDE, AS SHOWN
<br />ON ELEVATION. MIN. 1/ MAX 2 THREADS
<br />MUST BE EXPOSED, TYP. FOR ALL BOLTS
<br />2 x 1/4 FLAT BAR STL., TYP. ALL
<br />AROUND PERIMETER OF 11 GA.
<br />PROFORATED STAINLESS STEEL
<br />PANEL (NOT WELDED AT EXIT SIDE)
<br />TYP. BOTH SIDES 3/16"
<br />4 x 4 x 1/4 HSS FRAME BEYOND
<br />GATE CLOSER MOUNT TO HSS
<br />GATE HEADER (DRILL & TAP)
<br />MOUNT CLOSER TO 4 x 4 HSS
<br />FRAME HEADER (DRILL & TAP)
<br />4 x 4 x 1/4 HSS FRAME HEADER
<br />RE
<br />Q
<br />U
<br />I
<br />R
<br />E
<br />M
<br />E
<br />N
<br />T
<br />S
<br />PE
<br />R
<br />
<br />M
<br />F
<br />G
<br />.
<br />EQ EQ
<br />EXIT SIDE ENTRY SIDE
<br />16 GA. 4' x 6'-10" HOLLOW METAL DOOR WITH
<br />SECURITY GRILLE SEE DOOR SCHEDULE
<br />10
<br />"
<br />HDG FENCING
<br />MFG. PROVIDED
<br />FENCE BRACKET
<br />W/ (2) 1/4" X 2"
<br />SDS SCREWS
<br />PRECAST CONCRETE
<br />WALL
<br />SECTION
<br />PLAN VIEW
<br />FENCE CONNECTION TO THE
<br />EXISTING WALL
<br />CL. OF FENCE
<br />F.O. CMU
<br />3
<br />3
<br />/
<br />4
<br />"
<br />MFG. PROVIDED
<br />FENCE BRACKET W/
<br />(2) 1/4" X 2" HILTI KB3
<br />(ESR-1385)
<br />HDG FENCING
<br />PARASOLEIL DESIGNS PBI
<br />BRACKET, STANDARD
<br />FINISH GRAFTONE.
<br />INSTALL PER
<br />MANUFACTER'S
<br />SPECIFICATIONS
<br />2X2X1/2" HSS POST
<br />5
<br />1
<br />/
<br />2
<br />"
<br />(E) EXTERIOR WALL
<br />10"
<br />4"
<br />2'
<br />
<br />-
<br />
<br />0
<br />"
<br />7' - 6"
<br />18
<br />'
<br />
<br />-
<br />
<br />0
<br />"
<br />WHEEL STOP
<br />EDGE OF CURB
<br />9' - 0"
<br />CLLC
<br />12' - 0"MIN.
<br />NO
<br />PARKING
<br />2'
<br />
<br />-
<br />
<br />0
<br />"
<br />CONCRETE
<br />WHEEL STOP,
<br />DETAIL 2 / A01.4
<br />36" X 36" ISA PARKING
<br />SYMBOL, SEE DETAIL
<br />7 / GEN 4
<br />EQ EQ
<br />4" WIDE PAINT STRIPES,
<br />TYP. (BLUE IN COLOR)
<br />EQUAL TO 15090 PER
<br />FED. STD 595a
<br />VAN ACCESSIBLE PARKING
<br />SIGNAGE ON POST
<br />SEE DETAIL 5/A01.4
<br />NOTE:
<br />1. SLOPE: MAXIMUM SLOPE WITHIN THE SHADED AREA OF FINISHED SURFACE SHALL NOT EXCEED
<br />2% IN ANY DIRECTION AT THE STALL AND THE DROP OFF AISLE.
<br />2. MARKING: ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR
<br />PERIMETER. THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A
<br />MAXIMUM OF 36 INCHES (914 MM) ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE
<br />SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE
<br />SURFACE WITHIN EACH ACCESS AISLE IN WHITE LETTERS A MINIMUM OF 12 INCHES IN HEIGHT AND
<br />LOCATED TO BE VISIBLE FROM THE ADJACENT VEHICULAR W AY.
<br />ACCESS AISLE MARKINGS MAY EXTEND BEYOND THE MINIMUM REQUIRED LENGTH. CBC 11B-502.3.3
<br />3' - 0"
<br />45.00°
<br />"NO PARKING" IN 12
<br />INCH HIGH WHITE
<br />LETTERS AT EACH
<br />ACCESS AREA W/ NO
<br />STRIPING THROUGH
<br />TEXT
<br />EQ.
<br />5' - 0"9' - 0"
<br />EQ.
<br />2'
<br />
<br />-
<br />
<br />0
<br />"
<br />BLUE PAINTED
<br />BORDERLINE
<br />SEE NOTE #2
<br />MIN.
<br />STANDARD
<br />ACCESSIBLE
<br />PARKING SIGNAGE
<br />ON POST, SEE
<br />DETAIL 19/GEN-6
<br />RAMP 8.33 MAX
<br />SLOPE
<br />DETECTABLE WARNING
<br />DOMES PER DETAIL 3/A01.4
<br />3'
<br />
<br />-
<br />
<br />0
<br />"
<br />VAN
<br />NO
<br />PARKING
<br />8' - 0"
<br />REINFORCING PER CIVIL
<br />CONTRASTING COLOR ABRASIVE
<br />STRIPE SET IN MASTIC AT TOP AND
<br />BOTTOM TREADS ONLY AT INTERIOR
<br />STAIRS, AND EVERY TREAD ON
<br />EXTERIOR STAIRS
<br />STAIR TREADS - MEDIUM BROOM
<br />FINISH PARALLEL TO NOSING
<br />1"
<br />R 1/2"
<br />R 1/2"
<br />2"1"
<br />30° MAX.
<br />SL
<br />A
<br />B
<br />EX
<br />I
<br />S
<br />T
<br />I
<br />N
<br />G
<br />CO
<br />N
<br />C
<br />R
<br />E
<br />T
<br />E
<br />5"
<br />MI
<br />N
<br />.
<br />6"
<br />1' - 0"
<br />ROUGHEN SURFACE,
<br />CLEAN, AND APPLY
<br />EPOXY BONDING
<br />COMPOUND PRIOR
<br />TO PLACING NEW
<br />CONCRETE
<br />#4@12"
<br />RELOCATED
<br />EXISTING
<br />BOOK
<br />RETURN
<br />SLEEVE WHERE
<br />REQUIRED
<br />$4@12" AROUND PAD
<br />PROVIDE ADHESIVE
<br />ANCHORAGE INTO
<br />EXISTING CONCRETE
<br />TRUNCATED DOMES
<br />PER DETAIL
<br />-
<br />---
<br />RAMP PER DETAIL
<br />ZERO CURB,
<br />SEE CIVIL PLANS
<br />ADA ACCESS AISLE8' - 0"
<br />EXISTING BUILDING
<br />3'
<br />
<br />-
<br />
<br />0
<br />"
<br />6"
<br />6"
<br />3'
<br />
<br />-
<br />
<br />0
<br />"
<br />7'
<br />
<br />-
<br />
<br />0
<br />"
<br />3
<br />A01.4
<br />3/4" HDG PICKET
<br />SPACED 3-15/16" O.C.
<br />1-1/2" HDG METAL
<br />RAIL
<br />HDG MECHANICAL
<br />FASTENER TO
<br />COLUMN TYP.
<br />ELEVATION
<br />FINISH GRADE
<br />NOTE: ALL HDG METAL
<br />FENCE MEMBERS TO BE
<br />BLACK FACTORY FINISH.
<br />CONTRACTOR TO PROVIDE
<br />SHOP DRAWINGS PRIOR TO
<br />CONSTRUCTION
<br />2-1/2" HDG
<br />FENCELINE POST
<br />HDG POST BRACKET
<br />2"
<br />9
<br />3
<br />/
<br />4
<br />"
<br />T.O.
<br />RAIL
<br /> 5
<br />"
<br />6'-0".
<br />8'
<br />-
<br />1
<br />1
<br />"
<br />.
<br />4"
<br />SIMILAR TO
<br />FOOTINGS IN DETAIL
<br />2 /A52.1.
<br />PROVIDE GALV.
<br />STEEL MESH OVER
<br />FENCE PANEL. AND
<br />ON GATE TO 12" OF
<br />EA. SIDE OF GATE
<br />THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
<br />INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
<br />EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
<br />NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
<br />DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
<br />ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018.
<br />SCALE:
<br />REVISIONS:
<br />OW
<br />N
<br />E
<br />R
<br />:
<br />PR
<br />O
<br />J
<br />E
<br />C
<br />T
<br />
<br />N
<br />A
<br />M
<br />E
<br />:
<br />CL
<br />I
<br />E
<br />N
<br />T
<br />
<br />A
<br />D
<br />D
<br />R
<br />E
<br />S
<br />S
<br />:
<br />6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
<br />T 949.809.3380 WWW.SVA-ARCHITECTS.COM
<br />DATE ISSUED:
<br />PROJECT NO:
<br />As indicated
<br />07/08/24
<br />A01.4
<br />SITE DETAILS
<br />2022-40123
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<br />9
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<br />7
<br />0
<br />3
<br />3" = 1'-0"2CONCRETE WHEEL STOP
<br />3" = 1'-0"3DETECTABLE WARNING DOMES
<br />1/2" = 1'-0"4ENLARGED CURB RAMP1/2" = 1'-0"5VAN ACCESSIBLE PARKING SIGNAGE
<br />1/2" = 1'-0"6TOW AWAY PARKING SIGN
<br />1/2" = 1'-0"7ACC. PASSENGER LOADING ZONE SIGN1/2" = 1'-0"1024" x 24" FENCELINE COLUMN DETAIL
<br />1" = 1'-0"11DRIVEWAY GATE
<br />1" = 1'-0"12CENTER POST FOOTING
<br />3" = 1'-0"13GATE LATCH SECTION
<br />1/2" = 1'-0"14DECORATIVE FENCELINE GATE SECTION
<br />1 1/2" = 1'-0"15GATE CLOSER DETAIL
<br />1" = 1'-0"9EXISTING WALL TO FENCE CONNECTION
<br />1 1/2" = 1'-0"16CORTEN PANEL HSS CONNECTION
<br />1/4" = 1'-0"17ENLARGED PARKING LOT STRIPING DETAIL
<br />1/8" = 1'-0"18ACCESSIBLE PARKING STALL
<br />6" = 1'-0"19CONCRETE STAIR NOSING
<br />1" = 1'-0"20BOOK RETURN CONCRETE FOUNDATION
<br />DESCRIPTION DATE
<br />1 ASI #01 04/09/25
<br />3 ASI #03 07/02/25
<br />4 ASI #04 09/18/25
<br />1/4" = 1'-0"1ADA ACCESS RAMP
<br />OMIT
<br />1/2" = 1'-0"8DECORATIVE METAL FENCE DETAIL
<br />4
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