HomeMy WebLinkAboutR-4069573/4" DEEP "V" 1 /8" RADIUS
GROOVE, TYP TOOLED EDGE EA
SIDE JOINT, TYP
� n v
a
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D
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a 1„
4
D
CONC PAVING, SEE
�. r,,T„\ N I CIVIL DWGS, TYP
SCORE JOINT
NOT TO SCALE
MEDIUM BROOM FINISH,
SEE PLAN FOR DIRECTION
1 /2" R AT ALL
PAVING EDGES UNLESS
OTHERWISE INDICATED if
1" LAWN SOD AREASa
3" SHRUB/ C
GROUNDCOVER AREAS
FINISH GRADE PRIOR -
TO PLACING MULCH III III
OR SOD
SECTION
SCORE JOINT
L-7
3 EXPANSION JOINT
L-7
v
v
CONC PATHWAY/
SIDEWALK, SEE CIVIL
DWGS
III III II'
COMPACTED BASE MATERIAL,
COMPACT TO 95% STANDARD
COMPACTION OR AS APPROVED BY
ENGINEER, FOR STRUCTURAL FILL
03 CONCRETE BROOM FINISH
Arm NOT TO SCALE
— ADJACENT PERVIOUS/2" THICK WEAR COURSE LAYER;
CONC SIDEWALK OR SPREAD & TROWEL IMMEDIATELY
PAVING, SEE PLANS AFTER PRIMER APPLICATION
SLOT DRAIN ALONG C
PERIMETER, SEE �
FLUSH CIVIL DWGS (TRENCH
DRAIN TYPE 3)
SECTION
1 /8" RADIUS EA SIDE, TYP-
MEDIUM BROOM FINISH,
SEE PLAN FOR DIRECTION
T
CONC PATHWAY/SIDEWALK,
SEE CIVIL DWGS
Q
D
D a
v.
v D
v
p
a
v" p
� p
D v a D
n v D
URETHANE PRIMER; APPLY @ PERIMETER &
EQUIPMENT SET IN SAFETY SURFACING
H SMOOTTROWEL FINISH
� �, RADIUS WHERE CURB IS 3
1 1 /2
FLUSH ADJACENT TO PLANTING
FINISH GRADE PRIOR TO
° PLACING MULCH OR SOD
LAWN, 3" MULCH AREAS,
2% TYP 1 " SOD LAWN AREAS
o o °I " �� . � �� � .. �. POURED IN PLACE
o 0 0 0 0 o CONC CURB
PROVIDE TWO (2) #4 HORIZ
III III III REBAR, EQ SPACED,
o 0 0 00 0 0 o CONTINUOUS; W/ #4 VERT
REBAR @ 18" OC, TYP; 2"
CUSHION LAYER; ALLOW TO 6" 6" 6" CLR ALL SIDES
CURE FOR 24 HOURS CRUSHED SURFACING BASE
SLOPE SUBBASE 2% MIN TO FRENCH DRAIN COURSE (CSBC), TYP
FREE DRAINING CSBC COMPACTED TO 95% MAX
DRY DENSITY; INSTALL IN TWO (2) 2" LIFTS
COMPACTED BASE MATERIAL, COMPACT TO 95% STANDARD COMPACTION OR
AS APPROVED BY ENGINEER, FOR STRUCTURAL FILL
� � SAFETY SURFACING
vJ NOT TO SCALE
SOD LAWN 1"
FINISH GRADE PRIOR TO
PLACING MULCH OR SOD
PLANTING SOIL, TYP
#4 HORIZONTAL
REBAR CONTINUOUS
NOTES:
1) CONTRACTOR SHALL FIELD STAKE LAYOUT FOR CONC MOW STRIP FOR
OWNER'S REP REVIEW & APPROVAL PRIOR TO CONSTRUCTION.
2) INSTALL CONC MOW STRIP W/ CONTINUOUS ARCS - NO TANGENTS,
UNLESS INDICATED OTHERWISE ON PLANS.
3) PROVIDE SCORE JOINT EVERY 2 FT OC, W/ MIN ONE FT DISTANCE
AWAY FROM PAVING EDGE, WHERE THE MOW STRIP END MEETS PAVING.
4) PROVIDE EXPANSION JOINTS EQUALLY SPACED ALONG LENGTH OF MOW
STRIPS AT APPROX 18-20 FT OC SPACING.
MEDIUM BROOM FINISH
F1 1 /2" RADIUS, TYP 1 SCORE JOINT
3" MULCH AREAS L-7
W/ #4 VERTICAL
o
REBAR @24" OC, MIN a, ��� I o i-C"j X
3 CLR ALL SIDES
Q0
CRUSHED SURFACING \
BASE COURSE, Ili l
COMPACT TO 95% 6" 12" 3„
STANDARD COMPACTION
COMPACTED BASE MATERIAL,
SECTION COMPACT TO 95% STANDARD
COMPACTION OR AS APPROVED BY
MOW STRIP ENGINEER, FOR STRUCTURAL FILL
GUl 2 BUSINESS DAYS BEFORE YOU DIG
1 800 424-5555
UTILITIES UNDERGROUND LOCATION CENTER
..LAWN .:'
PLANTING
AREA /
SAFETY
;URFACING
MEDIUM BROOM
FINISH DIRECTION
3/8" EXPANSION JOINT FILLER, INSTALL
FULL DEPTH OF CONC & FLUSH TO
TOP OF CONC PAVING AS SHOWN, TYP
1 /2" STEEL DOWEL W/ SLEEVE,
INSTALL 24" OC, TYP
v. I ri, I
In
v p
D Q
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D" v p.
a p
p
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ip
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• • •----•
ENGINEER, FOR STRUCTURAL FILL
EXPANSION JOINT
NOT TO SCALE
WEDGE ANCHOR BOLT;
SS LOCKING
WASHER, DIA SIZED BE
SIZED
TO FIT HOLE IN
1 /8"
LARGER THAN CAP HEX NUT
MFRS
MOUNTING PLATE
GASKET, NEOPRENE
OR APPROVED EQUAL
SITE FURNISHING
°
MOUNTING PLATE
v
°
°. ° ° °
v
THICKENED CONC
PAVING; MIN 8"
HOLE
DIA TO BE
a °° o
0°
a . DEPTH UNLESS
EQUAL
TO BOLT DIA; °
a o
w
_
OTHERWISE NOTED
HOLE
DEPTH TO BE
EQ TO
FULL LENGTH
OF BOLT
SECTION
ANCHOR
BOLT
7
NOT TO SCALE
LOCKABLE FLIP COVE
WITH CAPTIVE TAMPEI
RESISTANT SCREW
MACHINED ALUMINUM
HOUSING; BLACK
WRINKLE FINISH
CONC FOOTING, TYP
4"
FRONT
ELEVATION:
LID CLOSED
Q0
LO
1 3/4"
4"
GFI DUPLEX
RECEPTACLE
A-NEMA 5/
OPENING FC
CORD SETS
SIDE
ELEVATION:
LID CLOSED
9 RECEPTACLE BOLLARD
AS F
w NOT TO SCALE
<<G , \ET B. Vpy/�C
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CONTRACTOR AS-BUILTS PROVIDED BY TERRADYNAMICS INC 1 104/07/211SURVEYED:
RECORD DRAWINGS 1 104/16/211DESIGNED:
HB• Q THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE D. KOONTS
r CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN:
U OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS M. OVIIR/C. DIGGINS
��2 ti� ��� NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED:
LANDSCAPE ARCHITECTURE �'F 8g� � G� INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. A. LUOMA
215 WESTLAKE AVENUE NORTH 2O6.682.3051 phone O EXP•
SEATTLE, WA 98109 206.682.3245 fax �gNDSCAPE P NO. REVISION BY DATE APPR APPROVED. KOONTS
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
MEDIUM BROOM 1 /8" RADIUS EA SIDE, TYP
FINISH, SEE PLAN
FOR DIRECTION COLD JOINT
CONC PATHWAY/SIDEWALK, 1 /2" STEEL DOWEL W/ SLEEVE,
SEE CIVIL DWGS INSTALL 24" OC, TYP
d p v p v
p �
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v Q
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v
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ovovo vovov ovoo oov vo -
-1 - 61 " III 61'I 6
2 2 TYP
SECTION 6" CSBC COMPACTED BASE MATERIAL,
BELOW COMPACT TO 95% STANDARD
JOINT COMPACTION OR AS APPROVED BY
ENGINEER, FOR STRUCTURAL FILL
COLD JOINT
4"
Q0
In
FRONT
ELEVATION:
LID OPEN
CITY OF
RENTON
Community Services Dept.
NOT TO SCALE
NOTE: CUT JOINT; EXTEND
1. DO NOT SAWCUT JOINT TO MEET EDGE
PERVIOUS CONC OF BUILDINGS, UTILITY
JOINTS. 1 /8 VAULTS, ADJACENT
7� PAVING, WALLS, ETC
v p v
p
v — 4
Q � D
p^
p v �
� D
p 4 v
D
PERVIOUS CONC PAVING,
SECTION SEE CIVIL DWGS
Q0
I
PERVIOUS CONCRETE JOINT
V % NOT TO SCALE
1 3/4"
4 1.3
FLUSH
102' TYP
CONC
FOOTING
RECEPTACLE
BOLLARD
P LA N
FINISH GRADE, TOP OF
PAVING OR ADJACENT
SOIL, SEE PLANS
0
ATTACH HOUSING, STEEL
°
PLATE, METAL BASE, AND
PVC HOUSING PER
MANUFACTURERS' WRITTEN
° INSTRUCTIONS
v
CONCRETE FOOTING
°
PVC HOUSING
>o o (2) PRIMARY CONDUIT
O SLIP CONNECTORS
0
>o 0 o SECTION
SUNSET NEIGHBORHOOD PARK
PHASE 2
URBAN DESIGN DETAILS
R-406957
DATE:
08/27/2019
FIELDBOOK:
PAGE:
DRAWING NO:
L-7
SHEET: 0F:
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