HomeMy WebLinkAboutTED4003193.18I
SE SEC. 14), 7WR 23 /V.f RGE. 5 Ef W. M.
-10
!1�11 2,1
R450' A
f)(1577NG 4" DOUBLE
YELLOW STRIPE TO
REMAIN (TYP.)
.............
STA. 1*85, 12RT
R=150'
BEGIN TAPER
O
INSTALL APPRAPPROX.2J-5Lf OF DOUBLE 4m
YELLOW CENTERLINE STRIPE WITH TYPE
0
WKCR5
2 YY RPMS SPACED 40' 0. C.PER
DOG NO. 6-001, 6-004
O
4fto `K
L11
STA. I*J6, O.OPT
INSTALL THERMOPLAS77C TYPE
2L LEFT 7ZIRN ARROW PER
-OOJ (TYP)
KCRS DOG NO 6
EXIS77NG EXTRUDED CURB
EXIS77NG KEYSTONE WALL TO HE
...... RECOWSTRUCTLD INTO A 2 77ERED
SYSTEM AS SHOWN
RECCWSTRUCTED KEYSTONE WALL
(2'-Jm HIGH)
EXIS77NC W90D FENCE
25 0 RADIUS CURB TO MATCH
E)1577VC EXTRUDED CURBING
CW 156 TH A Vf SE
- REL OCA 7F STREET LIGHT
AND POWER POLE TO FACE
OF WALL
16" W117F 1HERMOPLAS77C STOP BAR
PER KCRS DOG NO. 6-002.
/T. LAIJ111VILIV r%L /,J/L/IYL
RADIUS TO MATCH NEW CONCRETE --40
.1 7jL/1V,;1 IfTUL,
..... . ........
- ------ --------- ----
WALL. CXTRACTOR TO MAXIMIZE
SEPARA 77CW F?6W CUfi 65 TO WALL
STA. 0*JJ5, 6'LT
SE. .1 36th ST. BEGIN STRIPING �
�(NEIGHBORHOOD
LIJ
PAINT APPROZIMA TEL Y 24OLF
Of - SOLID DOUBLE YELLOW LINE
WTH TYPE 2d LANE MARKERS
INSTALLED 4 0' 0. C. BET #fEN LINES
1 4' MIN. SEFr -
(�LANDING (�)
j__ 3-002)
3' MIN.
L I
RAMPQ
TEXTURE
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Uj
ZIL
0
fi: 0-0
HIM
ffiffl
• :.::t: Mffl
oil
MIN.
NOTES: FLUSH
1. RAMP AND APPROACHES HAVE MINIMUM 10,
32 IN.
CLEARANCE FROM OBSTACLES INCL. 1' LW) 1.5 4' MIN.
HYDRANTS, POLES,
AND INLETS. 121
(g) RAMP SHALL BE TEXTURED USING TRUNCATED T�E EXSPANSIONI
'rN
T, S
DOME PATTERN. (SEE DETAIL BELOW.) l �TIIICI �11..T CONCRETE SIDEWALK
3. RAMP CENTER LINE SHALL BE PERPENDICULAR SECTION -VERTICAL CUR
TO OR RADIAL TO CURB RETURNS UNLESS 10,
OTHERWISE APPROVED BY THE COUNTY ROAD
ENGINEER. E-
1
4. RAMPS SHALL BE CONSTRUCTED AT FLUSH 12:1
CORRESPONDING SIDEWALK LOCATIONS
ON OPPOSITE SIDE OF STREETS WHEN E BREAKdo
RAMPS ARE CONSTRUCTED ON ONE SIDE L178V EXSPANSION JOINT
OF STREET. SEE FIG. 3-006. 5* THICK CEMENT CONCRETE SIDEWALK
QS LANDING SHALL BE MINIMUM 4 X 4'. (REFER TO FIG. 3-008.) SECTION -ROLLED CUR
6. RAMPS SHALL BE CONTRASTING COLOR OF LIGHT TO DARK
OR DARK TO LIGHT AND COLORING MUST BE AN INTEGRATED
PART OF THE RAMP. 1 2.35, L
r 0.21
0.9.
SECTION
2,35-
11
2.32 3 5, 2.35'
5"L
-T— -T—
+- o 2.35'
RZ
0
Lr
09,
SQUARE PATTERN0'9' SQUARE PATTERN
DIAGONAL ALIGNMENT PARALLEL ALIGNMENT TRIANGULAR PATTERN
PLAN TRUNCATED DOME
Department of Transportation
Roads Services Division
2004 Design and
King County Construction Standards
INSTALL 8' WHITE THERMOPLASTIC
STRIPE WITH 2 W RPMS SPACED 20' 0 C.
PER I(CRS DWG NO. 6-001, 6-004
STA. I*JJ5, 6'LT
END STRIPING
6,
CURB RAMP
Ct,WS17RUC170V CENTERLINE
INSTALL CHAINLINK FENCE ON PROPERTY lNE, NO. 4OR 6
(#SDOTIAPWA STANDARD) 4' HIGH MIN. HEIGHT WIERE WALLS
ARE J'HICW OR GREATER (TYP)
APPROXIMA TE EDGE OF F0077NG FOR 06WCRETE WALL. A
NOTCH WILL BE PROVIDED IN FOOTING TO A CCOMMODA TE
C8 41 & 5.3. SEE STRUCTURAL WALL PLANS FOR MORE
INFCRMA 776W
Ra 3-W7
3-16
.Ir--
_ �----f--'—� R 150
INSTALL THERMOPLAS77C W 2L
LEFT TURN ARROW PER KCRS
D#V. NO. 6-00
STA. 1*8J5, 6'RT
BEGIN TAPER
R=150,
TRA �T 'A
mmmml
Jr.
CURB RADIUS
CROSSWALK MARKINGS
OR CROSSWALK L
NOTE:
RAMPS SHALL BE CONTRASTING COLOR OF LIGHT TO DARK
OR DARK TO LIGHT AND COLORING MUST BE AN INTEGRATED
PART OF THE RAMP.
2. CONSTRUCT RAMPS IN ACCORDANCE WITH FIG. 3-007.
Q LANDING SHALL BE A MINIMUM 4' X 4%
Department of Transportation CU148 RAMP
Roads Services Division WHIN RADIUS
2004 Design and
King County Construction Standards
Ra 3-00tv
3-17
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ENTERING SIGHT DISTANCE WEST, cm Uri
OPEN TO INTERSECTION OF
IMth A If SE, -J75'
CONTRACTOR SHALL NOTIFY TRAFFIC
NO /T. Q1)
ENGINEER/NC 206-26J-6110) AT LEAST �1 N J
Qi-
72 HOURS PRIOR 7-0 STRIPING TO .4
COORDINATE CHANNELIZA T101V LA POUT
4 AND SIGN INSTALiA 770N.
LU ZZ C)
-4 Q LA-j
LZ
W
RAW LINE (TYP)
--X-7 .*4
C-D
.............. ..... .......
..........
LQ
S. E. .1 36th ST. CONTINUE 4
j
(NEIGHBORHOOD COLLECTOR - 25,Wh) DOUBLE YELLOWCEVTERLINi . .........
. . . ..... STRIPE TO
160 TH AVE S.E.
144
Qj
%4
. ... . .... . ... . .... V4 QC L41
LL
STA. J* JJ 5, 0' R T SCALE IN FEET L LL
0 10 20 40 <
END TAPER Q) Q�: Z)
Q� z
INSTAL 4" DOUBLE YELLOW
CENTERLINE STRIPE WITH 2YY RPMS Q[)
SPACED 4 0' 0. C. PER
KCR.S. DWG NO 6-001, 6-0194
15601 A VE SE. & SE. 136th S T. CHA NNEL 04 TION A ND IL L LIMINA TION PLAN
* pmv;4e sijkt d--siloofice cerfl.-PcAlte5 Fr;or fo fm0,1 cons ^Fpr#v,*j Fier vAr'amce- LOf V60196.
R-319319
KING COUNTY TRAFFIC ENGINEERING
ENGINEER
DATE
ENGIj
DATE
lit, 6
SUPERVISINt
?'ATE
ENGINEER
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03.32 .148
PROJECT N U 'vlf E3 E R
04009
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