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NOTES:
1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON
POSTS, RAILS, FOOTING AND OTHER COMPONENTS.
2. POST SPACING 10'-0" MAX.
3. ALL MESH OPENING TO BE 2" OR OTHERWISE NOTED ON PLAN.
4. PROVIDE CONTROL OR EXPANSION JOINT CENTERED ON EACH POST.
5. END/CORNER POST FOOTINGS: 12" HOLE DIAMETER, 48" DEEP, 42"
POST EMBEDMENT.
6. LINE POST FOOTINGS: 12" HOLE DIAMETER, 42" DEEP, 36" POST
EMBEDMENT.
8' HT. CHAIN LINK FENCE
1/2" = 1'-0"
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CUSTOM GALV. 1 /4"
CUSTOM GALV. 1/4" METAL
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METAL PLATE
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1 6
3
ARMREST, 3" WIDE - SEE
w Q
BRACKET TO ATTACH
PROFILE AND PLAN VIEWS L1.02
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WOOD TO CONCRETE.
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7O.C.
1 /2" GALV. THREADED ROD
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WITH 1/4" SPACERS 2'-0"
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2" x 4" PLASTIC DIMENSIONAL
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LUMBER CAP, SEE SITE PLAN
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CIP CONC. 3000 PSI
a°Io . a
FOR LOCATIONS, SEE SPECS.
i
{
EDGES AS SHOWN ON
SMOOTH SACKED FINISH, TYPICAL
SEE PROFILE AND PLAN VIEWS
EXPANSION JOINT, TYPICAL,
WHERE ADJACENT TO
CONCRETE PAVING
#4 BARS VERT. AT 18" O.C.
_OW
P-RS-10
NOTES:
1. AMERISTAR MONTAGE 'MAJESTIC II' WITH SMOOTH TOP RAIL.
COLOR BLACK. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.
2. ALL METAL COMPONENTS TO BE POWDER -COATED BLACK.
8'-0" O.C. TYP.
FOOTING INSTALLATION
PER MANUFACTURER'S
INSTRUCTION
15/16" x
1-1/4"
MONTAGE
RAIL
FENCE
UPRIGHT
1-1/4" SQ. X
16 GAUGE,
5/8" SO. X
18 GAUGE
PICKETS; 4"
PICKET
SPACING, OR
AS
RECOMMENDED
BY
MANUFACTURER,
WHICHEVER IS
GREATER
FINISH GRADE
8' HT ORNAMENTAL FENCE
1/2" = 1'-0" P-RS-02
�o ra
(4) #4 BARS HORIZ. -
CONTINUOUS
#4 BAR AT 18" O.C. -
C SECTION
o PROFILE AND FINISHES
FINISH GRADE, CONDITIONS
e '.` AS SHOWN ON PLANS
e C . '° a a.
I
e ° (3) #4 BARS CONTINUOUS
EACH SIDE00
-
-� III III IIII -
Ad 111HII111 1!
COMPACT SUBGRADE TO 95%
STEEL HANDREST, TYP.
2" X 4"
PLASTIC 1/2"
GALV. THREADED
3 CUSTOM GALV. 1 4"
DIMENSIONAL
LUMBER CAP,
ROD WITH 1/4 SPACERS
L1.02 METAL PLATE BRACKET
REFER TO
PLANS FOR
TO ATTACH WOOD TO
LOCATION,
REFER TO SPECS SKATE
DETERRANT,
CONCRETE.
FOR LUMBER PRODUCTS
SEE SPECS.
COUNTERSINK BOLTS,
ROD AND WASHERS
1'
2', TYP.
AT EXPOSED ENDS
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III
III
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PROFILE
v
1'-6„
TYP.
!� SACKED FINISH, TYP. `� CONCRETE WALL, TYP.
VERTICAL EXPANSION
SIDE ELEVATION JOINT, TYP.
0
5
CONCRETE SEATWALL WITH CAP
3/4" = 1'-0"
CLOSER, SEE NOTES
BLACK POWDER COATED SEE PLAN
48"H x 24"W AMERISTAR 315/16"
PERFORATED ALUMINUM MAX. r�
PROTECTIVE GAURD PLATE
NOTES:
1. ALL WALLS TO COMPLETED WITH FINISH: SACKED FINISH EDGES: 1/4" RADIUS, FRONT BACK AND
SIDES.
2. TOP OF WALL ELEVATION TO REMAIN CONSTANT. DO NOT SLOPE TOP OF WALL WITH GRADE.
3. AFTER FIRST WALL SECTION IS POURED, COORDINATE WITH ARCHITECT, LANDSCAPE ARCHITECT
AND CIVIL ENGINEER REVIEW ON SITE PRIOR TO INSTALLING ADDITIONAL SEAT WALLS.
P-RS-05
3" SQUARE LINTEL
POSTS PER MANUFACTURER'S
RECOMMENDATIONS
1" SQUARE PICKET
LOCKING KNOB/PULL, SEE NOTES AND
SEE
PLAN
HINGE POST
ELECTRICAL FOR ADDITIONAL REQUIREMENTS.
HINGE POST
+-7r-
3" CLR. MAX
ACCESS CONTROLS PER ELECTRICAL
STRETCHER
BAR (TYP. Sc
FULCRUM STYLE
4 SIDES)
�
MALLEABLE
LOCKABLE
GATE FORK LATCH
TRUSS RODS W/
0
INDUSTRIAL
FOR HEAVY DUTY
TURNBUCKLES,
HINGE
PADLOCK
SEE SPECS
01
V
PROVIDE FIRE
i
DROP ROD,
DEPARTMENT
ASSEMBL00 Y
KNOX BOX,
FIELD LOCATE
PER FIRE
i
INSPECTOR
J
CHAIN LINK
FABRIC AND
TIES
FINISH
GRADE
a
CO
d.
,
I Iof-
a
U O
ALL JOINTS WELDED
.
13/4» i� TO MAKE SOLID FRAME
N FINISH GRADE
FOOTING BOTTOM 12" DIA. CONC. CENTER HOLD TOP OF E" V i--% i ivi
INSTALLATION PER BLACK POWDER COATED 48"H x STOP WITH PVC SLEEVE FOOTING 6" BELOW N
5/8" HOLE IN
PLATE TO
ACCEPT
THREADED ROD
1/4" GALVANIZEI
METAL PLAT
L ,
u
3/8" EXPANSION
BOLTS
WOOD CAP
d d
a ICI d 41 1 a d
a 1_q. IF
u a =u a ,
5/8" HOLE IN 1/4" , 4" MIN.A.
-
GALV. METAL
PLATE
ELEVATION
1/4" CUT WASHER
SPACERS BETWEEN
EACH 2x4
CV
COUNTERSINK NUTS
AND WASHERS AT O
END CONDITION. NO 41E5 4
O
EXPOSED SHARP '
EDGES OF
THREADED ROD
a • ;�: CONTINUOUS
d WELD, ALL
1/2" HOLES IN 4 w . SIDES
1/4" GALV. METAL 2„
PLATE TO ACCEPT
3/8" ANCHOR 3y2" MIN.
BOLTS
SECTION
ATTACHMENT BRACKET
3" = 1'-0"
MANUFACTURER RAIL INSERT. PROVIDE A SIMILAR FINISH GRADE TYP.
REQUIREMENTS 2" SQUARE 24"W AMERISTAR PERFORATED STOP FOR EACH GATE ARM
LEAF FRAME ALUMINUM PROTECTIVE GAURD FOOTING, SIZE
PLATE TO HOLD IN OPEN POSITION
(4 SIDES) NOTED BELOW
NOTES:
1. PROVIDE SHOP DRAWINGS OF ALL GATES FOR APPROVAL. NOTES:
2. GATE HARDWARE AND ACCESS CONTROLS SHALL UTILIZE THE FOLLOWING DISTRICT STANDARD PRODUCTS: 1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS, FOOTING AND OTHER COMPONENTS.
2.1. RIM EXIT DEVICE PE8804 LESS PULL US32D SARGENT 2. ALL GATES TO BE INSTALLED PLUMB AND SECURE FOR FULL OPENING WITHOUT INTERFERENCES.
2.2. PULL HANDLE 1097HA 630 TRIMCO 3. ATTACH HARDWARE BY MEANS WHICH WILL PREVENT UNAUTHORIZED REMOVAL.
2.3. LOCK CYLINDER 100403HT 26 MEDCO (KEYED TO DISTRICT SYSTEM) 4. TACK WELD ALL GATE HARDWARE AFTER ADJUSTMENT.
2.4. DOOR CLOSER 351 EN SARGENT 5. ADJUST HARDWARE FOR SMOOTH OPERATION.
2.5. COMPATIBLE ELECTRIC STRIKE 9600-630 H.E.S. 6. PROVIDE CANE BOLT AND RECEPTACLE IN PAVEMENT TO SECURE EACH SIDE IN FULLY OPEN POSITION.
3. PROVIDE ADDITIONAL HARDWARE AND ACCESS CONTROL COMPONENTS AS NEEDED TO ACCOMODATE DISTRICT STANDARI)SALL MESH OPENING TO BE 2".
AND ACCESS CONTROLS SHOWN ON ELECTRICAL DRAWINGS AND INSTALL A COMPLETE AND FULLY FUNCTIONAL SYSTEM3. PROVIDE FIRE DEPARTMENT KNOX BOX. FIELD LOCATE PER FIRE INSPECTOR.
COMPATIBLE WITH CARD READER AND SPECIFIED LOCK CORES. SUBMIT ALL COMPONENTS FOR APPROVAL. 9. GATE POST FOOTINGS: 12" HOLE DIAMETER, 48" DEEP, 48" POST EMBEDMENT.
4. ALL HARDWARE AND ACCESS CONTROL COMPONENTS SHALL BE RATED FOR EXTERIOR USE.
5. SEE SPECIFICATIONS FOR ADDITIONAL ORNAMENTAL FENCING REQUIREMENTS.
ORNAMENTAL GATE WITH PANIC HARDWARE DOUBLE SWING CHAIN LINK GATE
Fora Landscape Architects
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732 w: fora.land
1/2" = 1 ' -0"
P-RS-67
RECORD DRAWINGS
REVISION
1/2" = 1 ' -0"
/TY
1 1 /3/25
SURVEYED:
1
DESIGNED:
Ty
DRAWN:
IL
CHECKED:
AR
BY
DATE
AP P R
APPROVED:
SCALE:
1 =20
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
P-RS-65
CM
SEE PLAN
N OTE:
1. FOOTINGS PER MANUFACTURER'S RECOMMENDATION
2. PROVIDE HOLD OPEN LATCH FOR ALL DOUBLE GATES ADJACENT TO BUILDING.
3. PROVIDE SHOP DRAWINGS OF ALL GATES FOR APPROVAL.
4. FIELD VERIFY DEPTH TO TOP OF FOOTINGS AT WALLS AND COLUMNS.
5. SEE SPECIFICATIONS FOR ADDITIONAL ORNAMENTAL FENCING REQUIREMENTS.
�� ORNAMENTAL DOUBLE SWING GATE
• MY 0E
RENTON
Planning/Building/Public Works Dept.
1/2" = 1'-0"
O
O
O
N
Q
SQUARE J
POST PER
MFR. (2X)
"SQUARE
'ICKETS
)LT KEEPER
)UARE
FRAME
DES)
>M RAIL
P-RS-68
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RSD TRANSPORTATION EXPANSION
SITE DETAILS
DATE:
111312
FlELDBOOK: 5
PAGE:
DRAWING NO:
L1.02
SHEET: OF:
21 OF 30
R-434321