HomeMy WebLinkAboutR-4275532 CONCRETE JOINTING CAST IN PLACE
L3.01 AND REINFORCEMENT CONCRETE, BROOM
FINISH, REF. PLANS
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CONCRETE PAVING
SCALE: 1 1 /2" = T-0"
ADJACENT SURFACE
VARIES, SEE PLANS
THICKEN EDGE OF
PAVEMENT WHERE
ADJACENT TO SOIL OR
EXISTING PAVING
4'I
3/8" EXPANSION JOINT,
NO JOINT SEALER
(LOCATE PER PLANS TYP.)
#4 REBAR, 12" O.C.
EACH WAY. 3" MIN.
CLR ALL SIDES.
SAW CUT 1/3 DEPTH OF SLAB
SLOPE TO DRAIN PER PLANS. LIGHT
BROOM FINISH PERPENDICULAR TO
TRAFFIC (TYP. UNLESS OTHERWISE NOTED).
VERTICAL SURFACE (CURB/ WALL/ ETC.
TYPICAL SURROUNDING ALL SHELTER
FOOTINGS PER PLAN).
3/8" EXPANSION JOINT,
NO JOINT SEALER
° •. °- . a°i a• .: " aT "a ° • �•_ (LOCATE PER PLANS AND
a AT
v v
a a e
RESTRICTIONS TYP.
)
1 1 /2°
MIN. NOTE: REFER TO CIVIL � 1-4
FOR PROFILES AND
5/8" CRUSHED ROCK, REINFORCEMENT
1211COMPACTED TO 95%
95% COMPACTED SUBGRADE OR
UNDISTURBED NATIVE SOIL
THICKENED EDGE EXPANSION JOINT (EJ) CONTROL JOINT (CJ) PAVING @ VERTICAL EDGE
CONCRETE JOINTING AND REINFORCEMENT
SCALE: 1" = T-0"
SWEEP SAND INTO JOINTS
UNTIL FILLED
PRECAST CONCRETE PAVERS, COL
AND FINISH VARIES, REF. PLANS
1" DEPTH SAND LEVELING
COURSE
Z OOOOOOOOOOOOOOOO� � 0 COMPACTED 5ii $MINUS
CRUSHEDROCK
SoSoS� �o�oSo� SoOc�So
l r T- r l
95% COMPACTED
SUBGRADE
SAND SET PAVERS
SCALE: 1 1 /2" = V-0"
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ADJACENT PAVING, REF. PLANS
4" X 5" GALV. EXPANSION ANCHOR. SPACING 18" O.C. MIN.
COMPOSITE PLASTIC LUMBER BORDER SUPPLIED BY
TURF INSTALLER. SET BELOW TOP OF CONCRETE 4" MAX.
KERF NAILER AS NEEDED TO BEND TO SITE CURVES.
RESILIENT/DRAINAGE PAD, THICKNESS VARIES BASED ON
FALL REQUIREMENTS. INSTALL FLUSH WITH WITH TOP OF
BOARD. DO NOT INSTALL RESILIENT PAD AT FUTSAL COURT.
SYNTHETIC GRASS SURFACING. INSTALL TOP
OF FIBERS 1/8" ABOVE ADJACENT SURFACE.
STAPLE TO BOARD WITH STAINLESS STEEL
STAPLES AND BOND CONTINUOUSLY WITH
CONSTRUCTION ADHESIVE,
I
COMPACT SUBGRADE TO 95%, SLOPE
SUBGRADE 2% TO DRAIN TOWARD
UNDERDRAIN SYSTEM
SUBBASE 2" DEPTH TOP LAYER OF
4" MINUS CRUSHED ROCK OVER 8"
81
DEPTH L' MINUS CRUSHED ROCK
DRAINAGE, REFER TO CIVIL
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. REFER TO PLANS FOR GRADING.
SYNTHETIC TURF
SCALE: 3/4" = V-0"
BUILDING WALL/FACADE
7 STEEL EDGI
L3.01 CONT.
ADJACENT PLANTING, —
REFER TO PLANS
MAINTENANCE STRIP
SCALE: 1 1/2" = V-0"
V-6" TYP.
III1
i�lllll
COMPACTED AND STABILIZED
1/4" MINUS CRUSHED ROCK
FILTER FABRIC, SEE SPECS
COMPACTED 5/8" MINUS
CRUSHED ROCK
95% COMPACTED SUBGRADE
OR UNDISTURBED NATIVE SOIL
ADJACENT PLANTING,
REFER TO PLANS
7 STEEL
L3.01 EDGING
FLUSH
ADJACENT PAVING,
REFER TO PLANS.
-�' III III
COMPACTED AND STABILIZED 1/4" MINUS
CRUSHED ROCK OR RIVER ROCK, REF. PLANS
FILTER FABRIC, SEE SPECS
5/8" MINUS CRUSHED ROCK,
COMPACTED TO 95%
95% COMPACTED SUBGRADE
OR UNDISTURBED NATIVE SOIL
CRUSHED ROCK SURFACING
SCALE: 1 1 /2" = T-0"
ADJACENT FINISH
EF. PLANS
I I
I ,
ISO ASSEMBLY
FLUSH
PLANTING SOIL @
-
T
ff
PLANTING AREA OR LAWN
4" DEPTH BLACK FINISH METAL
VA�VA�VA�VA�
EDGING, STAKE & ASSEMBLE
PER MFG. RECOMMENDATIONS
METAL EDGE STAKE, 24" O.C.
MIN. AND AT EVERY ANGLE,
-
BEND, AND CORNER
7
95% COMPACTED SUBGRADE
OR UNDISTURBED NATIVE SOIL
SECTION
VIEW
STEEL EDGING
SCALE: 1 1 /2" V-0"
ENGINEERED WOOD SAFETY SURFACING
(COMPACTED DEPTH DETERMINED BY PLAY EQUIPMENT
DESIGN HEIGHTS & MANUFACTURER'S SPECIFICATIONS)
GEOTEXTILE FABRIC
WITH 6" OVERLAP
(SLOPE TO UNDERDRAIN SYSTEM)
DRAINAGE, REFER TO CIVIL
ENGINEERED WOOD FIBER SURFACING
SCALE: 1 /2" — V-0"
AM IA!CKIT t nK1rIITVIKIQ MCCCD -rn MI ANIC
-I 1 I . III FABRIC GEOTEXTILE
-
NOTES: I I I I I I 6" DEPTH 8" MINUS
1. PROVIDE PER PLAN IF FOUND DURING CONSTRUCTION ACTIVITIES.
2. 3-MAN BOULDERS IF AVAILABLE, 2-MAN BOULDERS OTHERWISE. CRUSHED ROCK,
3. OWNER'S REPRESENTATIVE TO APPROVE EACH BOULDER INDIVIDUALLY AND TO APPROVE COMPACTED TO 95%
PLACEMENT/ORIENTATION PRIOR TO INSTALLATION. ANY BOULDERS NOT APPROVED ARE TO BE 95% COMPACTED SUBGRADE
REMOVED FROM SITE. STORE APPROVED BOULDERS ON SITE UNTIL SITE IS READY FOR PLACEMENT. OR UNDISTURBED NATIVE SOIL
1 BASALT BOULDER
SCALE: 3/4" = V-0"
4"-6" DEPTH PEA GRAVEL
11 PLAY AREA CURB
L3.01
ADJACENT PLANTING,
REFER TO PLANS
X`
CAIRN GARDEN
SCALE: 1 1 /2" = V-0"
LIGHT BROOM FINISH
AT TOP OF CURB
EXP. JT. AT BACK OF CURB TYP.
CAST IN PLACE
WHERE ADJACENT TO
CONCRETE CURB
CONCRETE PAVING, REF. PLANS
6"
ADJACENT FINISH GRADE
1" RADIUS AT ENGINEERED
VARIES, REF. PLANS
WOOD SAFETY SURFACING,
1/4" RADIUS AT PLAY TURF
SYNTHETIC GRASS
ADJACENT PLAYGROUND
a
z
SURFACING VARIES,
REF. PLANS
°
_
(2) #4 REBAR CONT.,
�.
MIN. 2" CLR ALL SIDES
`
— $" CRUSHED ROCK,
COMPACTED TO 95%
— 950/c COMPACTED SUBGRADE
I I (-
OR UNDISTURBED NATIVE SOIL
NOTES:
1.
MATCH TOP OF CURB TO HEIGHT OF ADJACENT
CURBING/PAVEMENT, OR AS NOTED ON PLAN.
PLAY AREA CURB
SCALE: 1 " — T-0"
CURRENT PLANNING A0
Clark Close 06/02/2026 '
— 2/3 OF TOTAL CAIRN GARDEN AREA
TO HAVE VARYING LAYER OF
BRISTOL FLATS, TO BE PLACED IN
FIELD W/ LANDSCAPE ARCHITECT
ADJACENT PAVING,
REFER TO PLANS.
FLUSH
FILTER FABRIC, SEE SPECS
5/8" MINUS CRUSHED ROCK,
COMPACTED TO 95%
95% COMPACTED SUBGRADE
OR UNDISTURBED NATIVE SOIL
HENSLEY LAMKIN RACHEL, INC.
DALLAS • HOUSTON • SEATTLE
WWW.HLRINC.NET
PH: 972.726.9400
PROJECT MGR: ILL
DRAWN BY: ILL
CHECKED BY: GB
REVISIONS
NOT FOR
CONSTRUCTION
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@2020 HENSLEY LAMKIN RACHEL, INC.
DOCUMENTS AS INSTRUMENTS OF SERVICE ARE
GIVEN IN CONFIDENCE AND REMAIN THE
PROPERTY OF HENSLEY LAMKIN RACHEL, INC.
THIS DOCUMENT AND THE INFORMATION
CONTAINED HEREIN MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT WRITTEN
CONSENT OF HENSLEY LAMKIN RACHEL, INC.
roject Title:
KENNYDALE
GATEWAY
4350 LAKE WASHINGTON BLVD. N.
RENTON, WA
':�1
4fti
s
VULCAN j
DID Issue: 03.23.22
Permit Issue: 12.07.22
Permit Resubmittal Issue: 04.20.26
Project ID
Drawing No.
DETAILS
L3.01