HomeMy WebLinkAboutR-419952FABRICATED%8"-THICK MILD STEEL AND ALL
CORNERS FULLY WELDED AND SANDED
SMOOTH WITH SLIGHT RADIUS, FINISH
IS POWDER COAT PRIME AND FINISH
COATED, COLOR TBD. TOP EDGE IS 2"
AND RETURN EDGE IS 1 PER PROFILE.
PLANTER
SURFACE
Z"-3" HOLE TO BE DRILLED
IN FIELD; POSITION WITH
EXISTING IRRIGATION
PIPE/SLEEVE
TOP EDGE PROFILE
/
SECTION
IIIIIIIIIIIII ICI I �/ PLANTING SOIL AND MULCH,
SEE SPEC.
FILTER FABRIC
_ 4" DEPTH OF 7/6" CRUSHED
GRAVEL
= 1 FILTER FABRIC
PRE -DRILLED DRAIN -HOLES; I "-DIA.
2" FROM BOTTOM AND 3" FROM
EA. CORNER ON SIDES ADJACENT
TO CURB OR WALL ONLY
SHIM PLANTERS%2" TO ALLOW FOR
DRAINAGE BELOW
PAVERS OR HAKDSCAPE SURFACE
IRRIGATION SLEEVE IF APPLICABLE; SEE PLUMBING AND
MECHANICAL FOR COORDINATED LOCATIONS.
TO BE CLOSE TO CENTER OF PROPOSED PLANTER.
DRILL IN FIELD
RAISED PLANTER -SECTION (INDEPENDENT PLANTER)
NTS planter_steel_conc
RAISED CONCRETE PLANTER;
SEE STRUCTURAL AND
ARCHITECTURAL
(5) IPE SLATS; I " x 4", FASTEN
W/ %4" X 13/4" BOLT AND NUT.
I-7/2" RECESS ALL
2" X 2" STRUCT.
4S° TUBING, FILLET WELDED
- TO 1 '-7 %2" X 1 '-2",
cc STEEL ANGLE
FINISH GRADE
XL
(2) PER STEEL ANGLE
% 2" X 5" ANCHOR BOLTS INTO WALL
ALSO, SEE:
L2.02
INTEGRATED BENCH AT PLANTER FACE
NOT TO SCALE
bench_atpintr wall
LAYOUT IN FIELD FOR APPROVAL BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
OAHU NO SCRATCH BIKE
RACK BY SPORTWORKS
3/8" (DRILL DIA. X 4" DEPTH;
CONCRETE WEDGE ANCHC
HEX WITH WASHER, PER
MFR'S INSTRUCTIONS, TYF
SHIM LEVEL WITH EXTRA
WASHERS AS NECESSARY
BIKE RACK SURFACE MOUNT
NOT TO SCALE
EDGE RESTRAINT WHERE PAVERS NOT
ADJACENT TO PAVING OR WALL W/ SPIKES
MIN. 1 2" O.C., INSTALLED PER MFR'S KEC.
EXTEND BASE G" BEYOND
EDGE OF PAVERS
PERMEABLE PAVERS
NOT TO SCALE
bike rack—oahu
ANTISKATE TREATMENT PER DETAIL 9/L2.02
SLOPE TOP %4" PER FOOT,
AWAY FROM FRONT OF BENCH
G" CONC. LID W/ #4 @ I G"
O.C. EA. WAY MID -DEPTH
BENCH LEG SUPPORT; APEX BENCH,
%2'' CHAMFER ALL
CORNERS
a d a
a ° ° °
BY FORMS+SURFACES
Z
1
a
Q
° °
a Q° °
G" CONC. WALL W/ #4LU
a a
@ 1 2" O.C. HOKIZ. * #4@
d ° a
+I
LU
1 8" O.C. VERT.
°
14" X I -3 4" DRILL DIA. X LENGTH
/ / ( )
°
SLEEVE ANCHOR # 1 0-24 THREAD, HEX
n
LU
z
0
d° ° a
d a°
INCLUDE CORNER BARS
STD HOOK VERT. DOWELS
°
° a
a
d
WITH WASHER
'-`--
`az
°
Q
d
° °
LAYOUT IN FIELD FOR
a
° a° °
FINISHED GRADE
APPROVAL BY LANDSCAPE
61
` 8"
M I N
ARCHITECT PRIOR TO
Lz
°
INSTALLATION. CONFIRM
° ° d° a
° °
JOINT W/ FILLER;
-
MOUNTING WITH MANU.
ALL 4 SIDES
DETAILS AND
RECOMMENDATIONS
PER PLAN
zi
°
'71
PLAN
8" THICK FOOTING W/ #5 @ SECTION/SIDE ELEVATION
I G" O.C. E.W. BOTTOM
APEX BENCH MOUNTING DETAIL AT GRADE
NOT TO SCALE
ADJACENT PAVING
NOTE: FOR 5'-LONG BENCH, USE (2) CENTER SUPPORTS.
FOR 1 2'-LONG BENCHES, USE (3) CENTER SUPPORTS.
bench apex
PAVER UNITS; SPACING AND LAYOUT PER PLAN AND
MANUFACTURER LAYOUT. WITH PERMEABLE JOINT
MATERIAL.
UPPER BEDDING LAYER; %4" OPEN GRADED,
CRUSHED AGGREGATE
BASE LAYER; 3/4'' OPEN GRADED, CRUSHED AGGREGATE
SUB -BASE LAYER; 2" TO 3/4" CRUSHED OPEN
GRADED AGGREGATE
WOVEN GEOTEXTILE. EXTEND TO 112 OF DEPTH
OF PAVERS: ALL SIDES
EXISTING SUBGKADE, UNCOMPACTED
NOTE:
REFER TO MANUFACTURER'S RECOMMENDATIONS
AND SPECIFICATIONS WHEN INSTALLING THE
PERMEABLE PAVER SYSTEM.
VARIES, SEE PLANS
a a a a
a a 21- +
1 a a a o a
Q a 1
11 11
411
a -a
_ - - a
5" - - aQ - -
IT
a
a
a
2" X 2" STRUCT. TUBING,
a
a a
FILLET WELDED TO
0
o
a a Q
1_
a 11-7/21 X1 1 2,
o
a
a
a
HORIZONTAL: 5" WIDE
a
c0
a
a
(CNTK. ONLY)
_
° a s a
VERTICAL: 3" WIDE
tt
a
a a
a
a
STEEL ANGLE
a
a a
° a a
a
1/
o
E Q.
a a EQ.
3�
a a a 3�� a ° a
a
a a a a
a161 a a a ° a a a a
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INTEGRATED BENCH AT PLANTER FACE (FRONT ELEVATION)
NOT TO SCALE
permeable —paver
PLANTER, BEYOND. SEE STRUCTURAL
AND ARCHITECTURAL
(5)-G' IPE SLATS; 1 " x 4", FASTEN
W/ %4" X 1 3/4" BOLT AND NUT.
(1 2-1 G) PER SLAT; RECESS ALL
(2) 2" X 2" STRUCT. TUBING AT EACH
END OF BENCH,
FI LLET WELDED TO
(2) 1 '-7 %2" X 1 '-2",
HORIZONTAL: 4" WIDE (BOTH ENDS),
VERTICAL: 3" WIDE STEEL ANGLE
42)PEK STEEL ANGLE
%2" X 5" ANCHOR BOLTS INTO WALL
FINISH GRADE, PEDESTAL PAVERS
ALSO, SEE:
L2.02
bench_atpintr wall-2
CONCRETE SEATWALL
NTS bench_conc
P.
f
G"''Jl, CONCRETE PLANTER WALL; CHAMFER
EDGE S%2" SEE STRUCTURAL AND
ARCHITECTURAL FOR SIZE AND
REINFORCING
PLANTING SOIL MULCH, SEE SPEC.
i.0
z[Li
FILTER FABRIC
Cz
FINISH GRADE; c� _ 4" DEPTH OF 7/8" CRUSHED GRAVEL
PEDESTAL
PAVERS
1111 1 FILTER FABRIC
A a
SEE STRUCTURAL AND
ARCHITECTURAL FOR STRUCTURE
AND PARAPET WALLS
I " WEEP HOLES @ 4'
O.C. UNDER PAVERS IF
NO INTERNAL DRAINAGE
INTEGRATED CONC. PLANTER ON STRUCTURE
NOT TO SCALE
SKATE nFTFIPIPPKIT.
SURFACE -MOUNTED
'GORILLA 135' W/ c
FASTENERS, BY SKAT
NOTE:
TREATMENT SHALL BE PLACED 24'' O.C.
ON TOP OF SEATWALLS
ANTI -SKATEBOARD WALL TREATMENT
NOT TO SCALE
planter —cone on structure
antiskate
CONSTRUCTION RECORD DRAWINGS
THESE RECORD DOCUMENTS HAVE BEEN
I Michael Ruether (THE
I Dakota Simurdak (THE
PREPARED FROM THE CONTRACTOR'S REDLINED
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
MARK—UPS OF THE CONSTRUCTION
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
DOCUMENTS. THE CONSULTANT REVIEWING
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
THESE RECORD DRAWINGS HAS NOT WITNESSED
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
ALL THE ELEMENTS OF CONSTRUCTION AND IS
NOT RESPONSIBLE FOR ERRORS OR OMISSIONS
AS OF 10/29/2024.
10/29/2024.
IN DATA OR CERTIFY THE ACCURACY OF THE
INFORMATION PROVIDED BY THE CONTRACTOR'S
Aff/c�aeIleae,dew
j9a6ta Lraealal
AS -BUILT REDLINES.
X
X
SMR Architects
117 S. Main St., Suite 400
Seattle, WA 98104
PH: 206.623.1104
FX: 206.623.5285
RENTON'1
HOUSING
AUTH T RITY
EARS
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SUNSET
GARDENS
2900 N E 1 OTH ST,
RENTON, WA 98056
CONSTRUCTION
RECORD DRAWING
STATE OF
WASHINGTON
REGISTER
S P CHITECT
ROBERT J. F
CERTJFICATE N . 966
REVISIONS / NOTES
NO DATE DESCRIPTION
AHJ STAMP
TITLE
SITE DETAILS
PERMIT #
DRAWN LI, VW
CHECKED RF
ISSUE DATE 12/05/2024
JOB NO. 20-009
SHEET NO.:
L2.02