HomeMy WebLinkAboutTED4003775.27R/W
USPS
PROPERTY
53' R/W
LIMITED RESIDENTIAL ACCESS - PUBLIC R/W _1
ISAW CUT LINE
2.0%
8' PLANTER 5' S
3' 0.5'
0%
EXISTING PAVING \-REMOVE AND
EXISTING FLOWLINE REPLACE EXISTING
CURB, GUTTER &
SIDEWALK
WH ITMAN COURT
(STA. 10+70.42 TO STA. 11 +89.36
SCALE: 1 "=6'
R/W 25'
1 LIMITED RESIDENTIAL ACCESS
24'
PAVEMENT
0.5' 12' 12'
2: 1 MAX
R/W
A PORTION OF THE NW 1 /4 OF THE NW 1 /4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
R/W 45.5' R/W
VARIES PRIVATE ROAD
PRIVATE ROAD R/W USPS 26'
PROPERTY PAVEMENT
USPS PAVEMENT
PROPERTY VARIES (26' MIN.) PLANTER 5' S/W
i_ VARIES i I
0.5' 0.5'
'I 3'
2.0%- 2! 2.0% _ -2 .� 2.0% I ...... _0%
.: .
-ram
EXISTING1
�
CURB 5' 43'
PROPOSED CEMENT
EXISTING PAVING (�'P•) MIN. CONCRETE VERTICAL
EXIST. 8"0 W.M.-%� COVER CURB AND GUTTER
SAW CUT LINE
EXIST.
12"0 S.D.
WFIITMAN COURT EXIST. 8"0 S.S.
(STA. 11 +89.36 TO 13+76.32)
SCALE: 1 "=6'
MA
• _ 2.0% 2.0% _
' 7.5" 'AIN.
6" CRUSHED SURFACING 43' MIN
BASE COURSE 8" 0 W.M.:;� COVER
3" COMPACTED DEPTH ATB
2" COMPACTED DEPTH HMA 12"o S.D.
ROAD A (PRIVATE)
SCALE: 1 "=6'
R/W
26'
RIGHT-OF-WAY
20'
PAVEMENT
D /\A/
5'
13'
13
PLANTER 5' S/W 4'
t
10'
10' 6'
0.5'
DRIVELANE
DRIVE LANE PARKING
0.5'
3'
2" MAX.
2.07_
2.0%
2.0% _
-2.0%
EXISTING��
i
CURB
5 43'
NP MIN.
PROPOSED CEMENT
CONCRETE VERTICAL
EXISTING
PAVING
CURB AND GUTTER
i 10' 10' 5' i
0.5' DRIVELANE DRIVELANE S/W
0.5' NOTE: DROP CURBS ' 0.5'
AT DRIVEWAYS 2• � MAX• 2.0% _ _ 2.0%
PROPOSED CEMENT 3 MIN.
CONCRETE VERTICAL COVER 6" CRUSHED SURFACING
CURB AND GUTTER BASE COURSE
PROPOSED CEMENT 3" COMPACTED DEPTH ATB
CONCRETE VERTICAL 8" 0 W.A.7.5' MIN. 2" COMPACTED DEPTH HMA
CURB AND GUTTER
12"0 S.D. Q�8"0 S.S.
5' MIN. I�-
ROAD B W/ SIDEWALK (PRIVATE)
SCALE: 1 "=6'
R/W RIGHT-OF-WAY R/W R/W RIGHT-OF-WAY
No
R/W
20' 20'
PAVEMENT PAVEMENT
5' i 10' 10' 10' 10'
S/W DRIVELANE DRIVELANE 0.5' 0.5` DRIVELANE DRIVELANE
0.5'
2.07._ _ 2.0% PROPOSED CEMENT 2.0% _ ( _ 2.0%
NOTE: DROP CURBS AT CONCRETE VERTICAL
DRIVEWAYS FOR LOTS CURB AND GUTTER 1' CONC. RIBBON
PROPOSED CEMENT ON LOTS 21-26
33-39, 3' MIN. CONCRETE VERTICAL 3' MIN. 6" CRUSHED SURFACING
6" CRUSHED SURFACING COVER CURB AND GUTTER COVER BASE COURSE
BASE COURSE 8" 0 W A 8"o W.A.
3" COMPACTED DEPTH ATB
3" COMPACTED DEPTH ATB
2" COMPACTED DEPTH HMA
2" COMPACTED DEPTH HMA 22
10' MIN, �"T�-8"� S.S. 10' MIN,
8"0 S.S.
ROAD C & D (PRIVATE) ROAD C (PRIVATE)
STA. 32+14± TO STA. 33+14± STA. 30+52± TO STA. 31 +96±
SCALE: 1 "=6' SCALE: 1 "=6'
EXIST. 8"0 W.M.--"-COVER
SAW CUT LINE
EXIST. i-EXIST. 8"0 S.S.
12" 0 S.D. %
�
WHITMAN COURT (PRIVATE)
STA. 13+76.32 TO STA. 14+30.99
SCALE: 1 "=6'
/ 20' /W
R W R
RIGHT-OF-WAY
20'
PAVEMENT
10' 10'
0.5' DRIVELANE DRIVELANE 0.5'
PROPOSED CEMENT I ROCK
WALL r•.r
CONCRETE VERTICAL
CURB AND GUTTER 2.0% _ _ 2.0%
de
6" CRUSHED SURFACING 3' MIN.
r
BASE COURSE COVER
3" COMPACTED DEPTH ATB 12 "0 S.D. 7.5' MIN
2" COMPACTED DEPTH HMA of W.A.
5 MIN
eu
J
°a
8"0 S.S.
:J L
gu
ROAD C (PRIVATE)
STA. 30+29± TO 30+52± AND STA. 31 +96± TO
32+14±) ROAD D (STA. 16+08± TO 16+75±
SCALE: 1 "=6'
/ 20' /
R W R W
RIGHT-OF-WAY
20'
PAVEMENT
0.5 2'0'
i 10' 10'
PROPOSED 1.4'-4.3'
1' DRIVELANE DRIVELANE
UTLRABLOCK GRAVITY
BLOCK WALL
1' CONC. RIBBON
ij,
ON LOTS 32-27 2 p%_ _2•0% PROPOSED
CEMENT
CONCRETE
VERTICAL
CURB AND
GUTTER
6" CRUSHED SURFACING 3 MIN.
BASE COURSE COVER
3" COMPACTED DEPTH ATB 8"� W.A.
2" COMPACTED DEPTH HMA
8" 0 S.S. 10' MIN.
ROAD D (PRIVATE)
STA. 1 - ROAD C J A. 33+ 14±
1 E: 1 "=6'
2" COMPACTED 16' TRACT
DEPTH HMA 14' TRACT 12'
I 12' 1 1 3' PAVEMENT
3" COMPACTED PAVEMENT I
DEPTH ATB
6.0' 6.0'0.510.5' 6.0' � 6.0' I0.5'
PROPOSED CEMENTp5
�
AT DRIVEWAYS FOR I , i CONCRETE VERTICAL
(� LOTS 15-20. 1' CONC. RIBBON I CURB AND GUTTER
2.0%
3' MIN. - - - - 2.0% _ 2.0%
COVER 8" 0 W.A. ROPOSED CEMENT
6" CRUSHED SURFACING 5' CONCRETE VERTICAL 6" CRUSHED SURFACING
BASE COURSE MIN. CURB AND GUTTER BASE COURSE 3' MIN. 3" COMPACTED DEPTH ATB
5r COVER 2" COMPACTED DEPTH HMA
MIN. 8"0 W.A.
12"� S.D. 8.5' MIN.
6.."- 8"� S.S.
TRACT B (PRIVATE) 12"� S.D.
TRACT D (PRIVATE)
SCALE: 1 =6 SCALE: 1 "=6'
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a 2'-2.5. ' 4 a PAVEMENT SECTION OVER 6"
SCORING Q a CRUSHED (EXCEPT IN AREAS OF
VEHICULAR TRAFFIC WHERE IT
a Q SHOULD BE 6") TO BE VERIFIED
G BY GEOTECHNICAL ENGINEER
d
PEDESTRIAN WALKWAY
PAVEMENT DETAIL
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CITY E W H I TMA N COURT 12/01/201
FIELDBOOK:
RENTON ROAD CROSS SECTIONS & DETAILS DRAWING NO:
Planning/Building/Public Works Dept. PERMIT #U14003820 DT-01
SHEEP: 27 OF:40
