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TREE GRATE
OLYMPIC FOUNDRY
CNK SERIES, SEE
MANUFACTURER
SPECIFICATIONS.
1"X1."
SHELF, TYP.
SIDEWALK —
TREE GRATE
1/2" = 1'-0"
PAVING
VARIES,
SEE
MATERIAL
PLAN
CURB,
SEE CIVIL.
BUILDING OR OTHER VERTICAL
SURFACE AS OCCURS
3/8" X 4" PREMOLDED EXPANSION JOINT.
4" EDGE GROOVE. SEE MATERIAL PLANS
CONCRETE PAVING, T
COMPACTED SUB
95% PROCTOR
)MPACTED SUB
% PROCTOR
VERTICAL EDGE CONDITION
EXPANSION JOINTS
NOTE: FINISH PEDESTRIAN AREAS WITH MEDIUM BROOM FINISH
PERPENDICULAR TO DIRECTION OF TRAVEL.
PEDESTRIAN CONCRETE PAVING
1 " = V-0"
2'X4' AND 4'X4' CIP CONCRETE
W/ INTEGRATED COLOR. DAVIS:
PEWTER AND LIGHT
SANDBLASTED FINISH. FLUSH
WITH ADJACENT PAVING, 4"
WIDTH, MIN. TYP.
#4 REBAR
V WIDE LINEAR PAVERS
1 " = V-0"
Know what's below.
Call before you dig.
SEE PL
i
BUILDING FACADE
_/^� _j\/--?
NO PLANTING ZONE
5/8" MINUS CRUSHED GRAVEL
COMPACTED TO 95%
IN
FINISH GRADE
»
L1.2 STEEL EDGING
MIRAFI 140 NON -WOVEN
GEOTEXTILE FABRIC
SUBGRADE COMPACTED TO 95%
GRAVEL MAINTENANCE AREA
NTS
"'?" PRE -MOLDED
:PANSION FILLER WITH
=ALANT
ILL DEPTH JOINT
^'^" `"'IDE TOOLED JOINT.
PTH OF SLAB, MAX
CONTRACTION JOINTS
SOD LAWN BETWEEN PAVERS
FINISHED GRADE
5/8" MINUS CRUSHED
ROCK BASE, COMPACTED
TO 95%
COMPACTED
SUBGRADE
PLANTING SOIL
FINISHED GRADE
LANDSCAPE EDGE CONDITION
P-2-GRA-101 \
RECORD NOTE 04/25/2024
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON Pik �ivllEng—
SI-turd Engineers 4
INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS _ ge5
L an
INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT L.dS,rvyors
m ens
RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS Cem dyPlenners 6
eighNb
WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT [Baum
hbors 7
AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT 8
ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS 22 A C O M A 30 E A T T 98 E
2215 North 30th Street, Suite 300, Tacoma, WA 98403 283.383.2422 TEL NO.
ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 1200 Sixth Avenue, Site 1620, Seauie,WA98101 2"2" 425 TEL
P-2-G RA-10
NOTE:
INSTALL EDGING PER MANUFACTURER'S
SPECIFICATIONS WITH TOP OF EDGING 1/4" TO 1/2"
ABOVE COMPACTED FINISH GRADE (TURF SIDE).
SHRUB SIDE
TOP OF SUBGRADE
CONDITIONS VARY
SEE PLAN
'111�I�
-3/16" X 6" STEEL EDGING
COLOR SHALL BE BLACK
COMPACT SUBGRADE ON
EITHER SIDE OF EDGING
TO MAINTAIN STABILITY
STAKE AT ALL CURVE RETURNS,
CURVE MIDPOINTS, AND AT 36"
O.C. MIN.
STEEL EDGING
1 " = V-0"
P-2-G RA-18
NOTES:
1. GALVANIZED FINISH
2. CENTER GUARDRAIL AND POSTS ON RETAINING WALL
SEE CIVIL
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GUARDRAIL
3/4" = 1'-0"
PERMIT REVISION V.1
PERMIT REVISION CORRECTIONS V.2
PROGRESSIVE CONSTRUCTION SET
CONSTRUCTION SET
AS -BUILT REVISIONS
REVISION
TOP RAIL, MATCH POSTS,
SEE CIVIL
1" O.D. GALV. STEEL PIPE
GUARD STYLES.
POST -SEE CIVIL
RAILING: ALL JOINTS
WELDED & GROUND
SMOOTH. GALV.
COMPLETE ASSEMBLY
AFTER FABRICATION.
CIP RETAINING WALL,
SEE CIVIL.
EMBED, SEE CIVIL. 3" CLR
FROM END OF WALL, MIN.
E.H.
7/29/22
SURVEYED:
T.L.
E.H.
1 1 / 1 8/22
DESIGNED:
M.S.
E.H.
2/07/22
MS
04/03/21
DRAWN:
E.H.
MM
04/25/24
CHECKED:
C.S.
BY
DATE
APPR
APPROVED:
P-2-G RA-11
"" 'ATE CURB WITH BRUSHED FINISH,
JOUS, FLUSH WITH SURROUNDING
5% COMPACTED SUBGRADE OR
NDISTURBED NATIVE SOIL
NOTES:
f PROVIDE EXPANSION JOINTS ON LESS THAN 15' SPACING AT POST
FOOTINGS.
f ENSURE CURB IS FLUSH WITH SURROUNDING GRADE TO PREVENT
TRIPPING.
SECTION
CONCRETE FLUSH CURB IN LANDSCAPE
1/2" = V-0"
& WOOD FENCE
1 " = V-0"
SCALE:
PER SHEET
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
3/4" BEVELED
EDGE
2x4 STD.
DOUG. FIR
BACK RAIL (TYP.)
4x4 PRESSURE
TREATED POST
1x6 CEDAR
PICKETS
FINISH GRADE
3000 PSI CONC.
FTG. @ 28 DAYS
19
NOR ON ALL NAD D1983//11991
DATU M
P-2-G RA-102
8'-01, O.C.
2x4 BACK RAIL
OF W A S
PAC, R . S k/A
Doti O
cq PE ARG
04/26/2024
f
CITY OF
RENTON
[;R
Planning/Building/Public Works Dept.
TOP VIEW
12"O
ELEVATION (MIN.)
FI
P-2-G RA-103
R-420028
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATERSHED APARTMENTS
CONSTRUCTION SET DRAFT
MATERIALS DETAILS
DATE:
03/28/202
FIELDBOOK:
PAGE:
DRAWING NO:
L1.2
SHEET: 38 OF:48
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