HomeMy WebLinkAboutR-406964EXPANSION
JOINT, TYP
12" TYP
EX CONC CURB
PERVIOUS
CONCRETE PATH FLUSH FLUSH
4" CSBC, TYP;
AVOID UNDERMINING 1%LP
ADJACENT CONC v 1
CURB �� �i \
_7\ 0
a _
v
D v
_11111 Hill 1:
IF
COMPACTED SUITABLE BASE -' I
MATERIAL, COMPACT TO 92
PERCENT STANDARD
COMPACTION OR AS 10"
NOSING, TYP
TOP OF PLANTER
WALL (BEYOND)
i
WCn
W0
U)3:
_o
Cn
W J
SAFETY
SURFACING
APPROVED BY ENGINEER, #4 HORZ REBAR AT
FOR STRUCTURAL FILL NOSE, MIN 2" CLR
#4 REBAR @ 12" OC, ALL SIDES, TYP
2" CLR ALL SIDES, TYP
#4 HORZ REBAR @ 12"
OC, 2" CLR ALL SIDES c F(`TI n N I
STAIR DETAIL
NOT TO SCALE
MOVE & RESET JUNCTION BOX;
CENTER ON LIGHT POLE
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vvvv
vvvv v
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0 00000
000°°�/TaUg°0af5f oo oo°
°°°°°°
°°°°°,PATH, SEE CIVIL DWGS°°°
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vv W� vvv
°V°V°°°°
CONC CURB, SEE °°
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7°7°7°°°°
vvv vv
°° °� CIVIL DWGS
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p
V
vvvvv�.................v
vvvvvvvvv
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CONC FOUNDATION
+ + + + UNDERNEATH
+ + + DECORATIVE
+ I + BASE COVER,
+ + + + + SEE ELEC DWGS
+ + + +
+(::)j + + + + +
+ + + + + + +
+ + + + +
+ + + + + + + + +
+ + + + + + + +
4- + + + + + + +
L �
LIGHT POLE AT RAIN GARDEN
NOT TO SCALE
n 10 10 HL%M � H
CALL 2 eusiNas a►Ys BEFORE You ac
1 800 424-5555
UTILITIES UNDERGROUND LOCATION CENTER
H B Bqw
w
LANDSCAPE ARCHITECTURE
215 WESTLAKE AVENUE NORTH 2O6.682.3051 phone
SEATTLE, WA 98109 206.682.3245 fax
6" FOUNDATION -
CAP PER COR
STD PLAN 117.5
FINISH GRADE
PRIOR TO
PLACING MULCH;
v
D
v �
METAL NOSING WITH ABRASIVE BARS;
TERMINATE END OF EACH NOSING 3"
FROM THE END OF STEPS; NOSING
SHALL BE WITH NO GAPS & CONTINUOUS
RECESSED LUMINAIRE FIXTURES NANOLED;
PROVIDE FOR EACH STAIR RISER. SPACE
END FIXTURES 24" FROM THE END OF
STEPS. EQUALLY SPACE 6 FIXTURES
ALONG THE FACE OF EACH RISER; TOP
RISER FIXTURES TO ALIGN WITH BOTTOM
RISER FIXTURES, TYP
I
I
REBAR SHOWN BEYOND, ADJUST
REINFORCEING AROUND LUMINAIRE HOUSING
& BOX WHERE APPLICABLE. REVIEW OF
REBAR & FORMWORK WITH HOUSING
REQUIRED PRIOR TO POURING CONC, TYP
NOSING
PEDESTRIAN LIGHT POLE,
SEE ELEC DWGS
DECORATIVE BASE COVER
PER COR STD PLAN 117.4
NOT PROVIDED
CONC CURB, SEE CIVIL
DWGS
3" IN JUNCTION BOX, SEE
PLANTING ELEC DWGS
AREAS PERVIOUS CONC
IF I FLUSH, TYP PATH, SEE
/ CIVIL DWGS
J _El
3'-0"
FOUNDATION
SECTION
° v ° v v `
vvvvvv
a vvvvv
CD ~ D a I
COLD JOINT
CONC FOUNDATION, SEE
CITY OF RENTON STD DTL
UNDISTURBED EX SOIL
OR EX SOIL COMPACTED
TO 95% MAX DENSITY
F WAS
<<G O \ET B. Vpy/�C
(�� ��
• Q
CONTRACTOR AS—BUILTS
PROVIDED BY TERRADYNAMICS INC
04/07/21
SURVEYED:
RECORD DRAWINGS
1
104/16/211DESIGNED:
D. KOONTS
THIS RECORD DRAWING HAS BEEN
PREPARED BASED ON INFORMATION
SUBMITTED, IN PART, BY THE
r
o U
1957 o1��v
QEXP..
4,41 APE P
CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED
OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS
NOT RESPONSIBLEAERRORSOR OMMISSIONS WHICH MAY HAVE BEEN
DS FOR
REC ACCURACY,
TED OR ITS
RD DRAW NNOR
DRAWN:
M. OVIIR/C. DIGGINS
cHECKEDA. LUOMA
N0.
REVISION
BY
DATE
APPR
APPROVED:TD. KOONTS
NOTES:
1. MODIFIED TOP TO ACT AS SPLASH PAD & DIRECT
STORMWATER RUNOFF INTO COBBLE BELOW.
STORMWATER DRAIN
SPOUT, SEE ARCH DWGS
R 1 /4" TYP
�v
(4) 1 /2" DIA INSEF
Cn
- - FX-5 FOR ANCHO
ORIENTATION OF SPLASH F
o `"'= `=_'- BOLLARD ON TOP OF F00
PROVIDED PER FIELD DIRE
EQ EQ
CONC FOOTING (BELOW)
P LAN TOP VI EW
SLOPED AT
PLANES
MODIFIED
Q0
rot..."
10", TYP 3/8" HT
TOEKICK
ELEVATION
SIDE VIEW FRONT VIEW
ELEVATION
CONC FOOTING
(5) #3 HORZ REBAR, TYP
2" CLR, TYP
CONC FOOTING
PLAN VIEW
SPLASH PAD BOLLARD
v % NOT TO SCALE
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Community Services Dept.
2" CLR, TYP
nI IT�o �nn� OF
AINING
2, TYP;
U RAL DWGS
TWIST @ nv
VP.
PLAN BOTTOM VIEW
R 1 /4" TYP
SECTION VIEW
00 d. d
7
CONC FOOTING
(4) PENCIL ROD TIES
(4) #3 VERT REBAR
1 /2 DIA X (4) 1 /2"
ANCHOR BOLTS
CONC FOOTING
DEPTH OF TOP OF CONC
FOOTING BELOW FINISH GRADE
WILL RANGE BETWEEN 12" &
24" PER FIELD DIRECTION
151
SIKAFLEX
2" DIA X 5" DEEP
GROUT POCKETS
(5) #3 HORZ REBAR, TYP
2" CLR, TYP
CONC FOOTING
SECTION VIEW
SUNSET NEIGHBORHOOD PARK
PHASE 2
URBAN DESIGN DETAILS
6Z0 0Z0
DATE:
08/27/2019
FIELDBOOK:
PAGE:
DRAWING NO:
L-14
SHEET: 6 4 0F: 7 7
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