HomeMy WebLinkAboutR-396216N
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NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
EAST WEST
R/W R/W
1 82.5' R/W I
I
5.5'±
EX SIDEWALK
37'± EX R/W R/W
81f 0.22'± EX PVMT ill
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
TRAVEL LANE
30' EX R/W
5' 6'
BIKE PARKING
LANE 6'
C�
En 2.0%
EX R/W
15.5' R/W DEDICATION
I
0.5' 10.5' I 8' 4.5' ±
WEST PVMT Sk
0.5' 10, 10,
L- r
SIDEWALK
TRAVEL LANE
TRAVEL LANE
I
�2.0%
0.5' 5,
SIDEWALK
I1.�%
\-- 4" CEMENT CONCRETE WALK
\_6" VERTICAL CURB AND GUTTER PER COR STD PLAN 102, TYP 6" VERTICAL CURB AND GUTTER 4" CEMENT CONCRETE WALK
PER COR STD PLAN 101 6" COMPACTED DEPTH CRUSHED PER COR STD PLAN 101, TYP 2" ACP PER COR STD PLAN 102, TYP
8" ACP CLASS B SURFACING BASE COURSE 3" ATB 6" COMPACTED DEPTH CRUSHED
6" CRUSHED SURFACING TOP COURSE 5" AGGREGATE SUB -BASE SURFACING BASE COURSE
SUITABLE NON -YIELDING SUB -GRADE SUITABLE NON -YIELDING SUB -GRADE
108TH AVE SE DRIVE A
STA 11 +25.00 STA 1 +00.00
SCALE: 1" =5' SCALE: 1" =5'
NORTH
R/W
64.5' R/W I VARIES
JUIIf11_JLL INUIV-IILLUIIVV JUU-VIVYIUL
SE 172ND ST
STA 18+25.00
SCALE: 1" =5'
1 thANNIAMDCADV
Surveying
Engineering
LDCIPlanning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
0 1 AS -BUILT DRAWINGS
NO.
-TAINING WALL
EE SHEET GR-01
)R WALL HEIGHT
VERIFY IF THIS WAS
UTILIZED. IT WAS
CROSSED OUT ON
THE REVISION
PLAN THAT WAS
SUBMITTED.
SOUTH 5, 0.5'
FS 1.5�
4" CEMENT CONCRETE WALK
PER COR STD PLAN 102, TYP
6" COMPACTED DEPTH CRUSHED
SURFACING BASE COURSE
6" VERTICAL CURB AND GUTTER
PER COR STD PLAN 101, TYP
6" PERVIOUS PAVEMENT PER
DETAIL SHOWN ON SHEET
DT-01
20'
VARIES EAST
L.
PVMT Z
10, L 10,
PARKING TRAVEL LANE TRAVEL LANE
3I
2.0% 01 2.0% I '2.0%
ZERO HEIGHT CONCRETE CURB PER
DETAIL SHOWN ON SHEET DT-03 2 ACP
3" ATB
5" AGGREGATE SUB -BASE —
SUITABLE NON -YIELDING SUB -GRADE
DRIVE A
STA 4+50.00
SCALE: 1"=5'
VARIES EAST
L
WEST PVMT Z
0.5' 10, L 10,
I. L
TRAVEL LANE TRAVEL LANE
I
2.0% I —2.0%
0.5' 5,
SIDEWALK
1.5%
6" VERTICAL CURB AND GUTTER 4" CEMENT CONCRETE WALK J
PER COR STD PLAN 101, TYP PER COR STD PLAN 102, TYP
5" PORTLAND CONCRETE CEMENT 6" COMPACTED DEPTH CRUSHED
4" CRUSHED ROCK BASE SURFACING BASE COURSE
M
RETAINING WALL 00
SEE SHEET GR-01 (D
FOR WALL HEIGHT CV
O
O
r
UL
RETAINING WALL
SEE SHEET GR-01
FOR WALL HEIGHT
�]
cY)
N
O
O
O
O
r
Q
J
SUITABLE NON -YIELDING SUB -GRADE
DRIVE A
CMP LIMIITED COVER NOTE: SEE SHEET RD-01 FOR �O
SCALE: 1"=5' AREA OF EXTENT.
1
IN COMPLIANCE WITH CITY OF RENTON STANDARDS UU
TOPOGRAPHIC DISCLAIMER oer
oeC
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN A S-B UIL T DEVELOPMENT PROVIDED ONSU CORNERSTONE BY NT , INC.) ASSUMES/ NO LIABILITY AS TO (LAND HE
ACCURACY AND OF THIS DATA. ANYES
DfMWINGS BETWEEN WHAT IS SHOWN ONSTHE PLANS AND WHAT I SC N � EDC IN HE FOUND
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
MEV 12-13-18 SURVEYED: SCALE:
LDC VERTICAL: NAVD 1988
DESIGNED:
AS NOTED HORIZONTAL: NAD 1983/1991 C T Y OF
DRAWN: MEV RENTON
NC •
ONE INCH DATU M
CHECKED: MEV AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
REVISION BY DATE APPR APPROVED: MEV SCALE ACCORDINGLY
U
DATE: V l
RENTON SPECIAL CARE COMMUNITY, LL C 000 — 0 8 — 1 7
RENTON SPECIAL CARE COMMUNITY FIELD
PAGE:
17033 108THAVE SE, RENTON, WA 98055 DRAWING NO:
ROAD SECTIONS R D- 0 7 Z
R-396216 SHEET: 16 23