HomeMy WebLinkAboutR-422145T_
N
N
O
i
0
W
()
z
O
I-
0
0
Q
z
Q
z
O
Q
N
z
ry
W
0
O
2
U)
r=
V
ry
W
m
0
z
I
SKATE STOP
CHAMFER AT WALL
FACES ADJACENT
TO HARDSCAPE,
ASEE NOTES BELOW
#4 BAR AT 12" OC
1'-4" BOTH WAYS. BAR
U (3) #4 CONTINUOUS @ TOP TO BE 2" CLR FROM
z a_ EDGES OF 8"
OU 1/2" CHAMFER, TYP CONCRETE
O � �
#4 DOWELS @ EXPANSION JOINT °I
SLOPE
1 /8�12 12" O.C. EA FACE CONCRETE -
-
PAVING REF ° °
CONTINUOUS #4 @ , �
CO PLAN
12" O.C. EA FACE °
0I
1
T BITUMINOUS FELT
2" CLR ° JOINT FILLER AND
6" SEALANT TYP 00 a Oo Oo Oo co
CONIC WALK - SEE CIVIL
°o ° °. _ o c0
(3) #5 CONTINUOUS
#4 @ 24 O.C.
M=1=1=1=1 I=1 I=1 I=1 I=1 I=1 I=1 1=
CONCRETE BENCH
SCALE: 1/2" = 1'-0"
4— 71"
00
BRICK PATTERN
NOTES:
1. OWNER TO PROVIDE QUANTITY OF BRICKS TO BE
ENGRAVED AND TEXT TO BE ENGRAVED ON EACH BRICK.
VERIFY QUANTITY OF BRICKS TO BE ENGRAVED WITH
OWNER.
2. TRANSPORT BRICKS TO AND FROM ENGRAVER PRIOR TO
INSTALLATION. ENGRAVING TO BE COORDINATED WITH
OWNER.
3. SEE 1 /L3.20 NOTE 1.
IMM
ii
COMPACTED SUBGRADE
BRICK PAVING
SCALE: 1" = 1'-0"
SAND SWEPT JOINTS,
TYP. WITH STABILIZER
BRICK PAVER
ADJACENT CONC. PAVING.
BRICK PAVERS TO BE
FLUSH WITH CONC.
r
a
a
a
1 SETTING BED
ROCK
COMPACTED
THICKENED EDGE AT
EDGE OF CONCRETE
SLAB
PLANTER WALL (W2
SCALE: 1" = 1'-0"
11 i Iffm9Ii%�a
POST TOP
ALL JOINTS WELDED TO
MAKE A SOLID FRAME
BRACE RAIL OR TRUSS ROD
PER MANUFACTURER
CHAIN LINK FABRIC
SOLID INFIL PANEL
GATE LATCH PER
MANUFACTURER, REF SPECS
PANIC BAR FOR EXITING
OUT OF THE COURTYARD,
REF LANDSCAPE SPECS
GATE POST
GATE FRAME PER
MANUFACTURER
TENSION BAR, TYP.
3/16" STEEL PLATE
KICKPLATE, WELDEE
TO GATE FRAME
MULCH LAYER
PLANTING SOIL
DRAIN ROCK AND PERF
PIPE PER CIVIL
NOTE:
1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR PLANTER
WALL REINFORCEMENT.
2. SKATE STOPS TO BE A 2"x2"x6" LONG CHAMFER, INSET 18"
O.C. FROM ENDS OF PLANTER WALLS, WITH EQUAL SPACING
AT 4'-0" O.C. MAX AND TOOL -EASED EDGES, +/- s".
3. CONTROL JOINTS TO BE z"x2" 90 ° V-GROOVES, U.N.O
Cfl
PLAN
NOTE:
1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR PLANTER
WALL REINFORCEMENT.
#4 BAR AT 12" OC
BOTH WAYS.
TOP OF WALL TO BE
LEVEL, REF: GRADING
EASED EDGES TYP. AT
ALL EXPOSED EDGES
ADJACENT PVMT.
EXPANSION JT.
STANDARD HOOK
(3) #4 LONGITUDINAL BARS
#4@12"O.C.
PLANTER WALL (W3
SCALE: 1" = 1'-0"
NOTE:
1. GATE ENGINEERING BY SUPPLIER /
FABRICATOR. SUBMIT SHOP DRAWINGS FOR
APPROVAL PRIOR TO FABRICATION.
D1 If SECTION L./f\l./r L.r` I L,I I V V I I I I .....I Vl. f\L I L
SLEEVE, TYP. AT NON -PANIC LEAF.
PROVIDE LOCKABLE RING FOR PAD
LOCK ON MAINTENANCE GATE SIDE
CHAIN LINK DOUBLE SWING GATES
SCALE: 1/2" = 1'-0"
ADDENDUM #2
2 CCD-012
3 RFI-237
7 PERMIT RE —SUBMITTAL
N0. REVISION
/1 /202 SURVEYED:
/6/202 DESIGNED: VS
1 /29/20 2
DRAWN: CJ D
12/12/22 CHECKED: US
BY DATE APPR APPROVED:
LDING WALL
CONCRETE PAVING
ONCRETE FOOTING
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
Al
A
A Q
J
00
O
O
O
N
N
T19
7
L0
00
N
O
O
N
N
A,
u
R-422145
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNING ® DEVELOPMENT ENGINEERING ® J
Alex Morganroth [1 /27/2023] Michael Sippo 01 /27/2023
H
m
U)
DATE:
• CITY 0 LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 UJ
RENTON 16426128TH AVE SE PIAEGLDBOOK:
• RENTON, WA 98058 DRAWING NO:
Planning/Building/Public Works Dept. LANDSCAPE DETAILS L3. �
21 SHEET: OF: w
45 64 0—
AeccDbFace (AeccLand 130)