HomeMy WebLinkAboutT-319301R450'-
...........
P
CONSTRUCTION CENTERLINE-
STA. 1*85, 12PT
8011 V TAPER
Llw
(Trp-)
V
EXISTING KEYSTONE WALL TO BE
RECONSTRUCTED INTO A 2 TIERED
SYSTEM AS SHORN
RECONSTRUCTED KEYSTONE WALL
LA4
EXISTING WOOD FENCE
-4
25' RADIUS CURB TO MATCH
6d
Z-
rYlC77AIr- rymirim rlIPPIAIr
-
STA. 1*36, 0:0PT--i-,�
— ENTERING SIGHT DISTANCE NORTH > 500'
EXISTING 4" DOUBLE
YELLOW S TRIPE TO
REMAIN (TYP)
. . .............. . ...... . ......
............
INSTALL TYPE 2YY RPMS
10' O.C. ALONG 85' TAPER
J
---INSTALL APPROX. 235Lf -OF DOUBLE 4"
YELLOW CENTERLINE INE S TRIPE Hf TH TYPE
2 YY RPMS SPACED 40' 0. C PER
KCRS DWG NO. 6-001, 6-004
. . . ................... ....
INSTALL THERMOPLASTIC TYPE
2L LEFT TURN ARROW PER
—I//' Q nUll' N0. 6 -003
SE 1/4
SEC. 14. 7WR 23 N, RGE 5 E, W M.
�N D'A"& (5)
(SEE. FIG. 3-009)
3' MIN.
RAMPQ
TEXTURE
!�w
Co
tq
2' MIN.
NOTES: FLUSH—"""'*""
1. RAMP AND APPROACHES HAVE MINIMUM 10'
32 IN. CLEARANCE FROM OBSTACLES INCL 6' 4* MIN.
HYDRANTS, POLES, AND INLETS. 12:1
(2) RAMP SHALL BE TEXTURED USING TRUNCATED
DOME PATTERN. (SEE DETAIL BELOW.) 71T EXSPANStOM
4" THICK CEMENT CONCRETE SIDEWALK _.
3. RAMP CENTER LINE SHALL BE PERPENDICULAR SECT ON- VERTICAL CUR
TO OR RADIAL TO CURB RETURNS UNLESS
OTHERWISE APPROVED BY THE COUNTY ROAD 10,
ENGINEER. 6- 4' MIN.
FLUSH 12.1
RAMPS SHALL BE CONSTRUCTED AT 12.1
CORRESPONDING'SIDEWALK LOCATIONS
ON OPPOSITE SIDE OF STREETS WHEN
E BREW &
RAMPS ARE CONSTRUCTED ON ONE SIDE Lim EXSPANSION JOINT
OF STREET. SEE FIG. 3-006. 5" THICK CEMENT CONCRETE SIDEWALK
@ 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
F 0'21
0.91
SECTION
2.35'
> w
La 2.351
12
2.Wt 2 35'
a/ 0 2.35' '0
0 0
0
w
0.9'
S - QUAIE 0'9' SQUARE PATTERN r
DIAGONAL ALIGNMENT PARALLEL ALIGNMENT TRIANGULAR PATTERN
PLAN TRUNCATED DOME
Department of Transportation CURB RAMP SIX 3-007
Roads Services Division 3-16
2004 Design and
King County Construction Standards
ON 156TH AVE 5F
I-RELOCATE STREET LIGHT CONSTRUCTION CENTERLINE
AND POKER POLE TO FACE INSTALL 8*1 NHITE THERMOPLASTIC
OF WALL STRIPE NTH 2W RPMS SPACED 20' 0. C INSTALL CHAINLINK FENCE ON PROFS?TKLIIVE, TYPE NO. 4 OR 6
16" HR17F 1HERMOPLAS77C STOP BAR PER XCRS DWG NO. 6-001, 6-004 (WSDOTIAPWA STANDARD). 4' HIGH MIN HEIGHT #HERE WALLS
-002 ARE 3' HIGH OR GREATER (TYP)
PER KCRS DWG NO. 6
STA. I*JJ5, 6' LT.
END STRIPING APFROZIMA TE EDGE OF FOOTING FOR CONCRETE WALL. A
NOTCH WL L BE PRO WDED IN FOOTING TO A CCOMMODA TE
0 43 & 53. SEE STRUCTURAL WALL PLANS FOR MORE
6' INFORMATION.
a
O
5g.
lwwwmwEy�,,
0�
'avow
CROSSWALK MARKINGS
OR CROSSWALK LOCATION.
NOTE*
1D 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.
LANDING SHALL BE A MINIMUM 4' X 4%
,
Department of Transportation CURB RAMP M 3-008
Roads Services DIVislon WITHIN RADIUS 3-17
2004 Design and
King County Construction Standards
--- - -- . ... ....
....... . . ...... .. .
....... . . .... ...... .... ..............
R=150' 3 S. E .1 36th ST.
ORHOOD COLLECTOR - 25M
ph)
..............
—STA. 1f83.5, 6RT R=150'
ss
RIW LINE (TYR)
11
ME
no
(Trp-)
EXISTING EXTRUDED CURB
EXISTING KEYSTONE WALL TO BE
RECONSTRUCTED INTO A 2 TIERED
SYSTEM AS SHORN
RECONSTRUCTED KEYSTONE WALL
(2° Xv HIGH)
EXISTING WOOD FENCE
25' RADIUS CURB TO MATCH
rYlC77AIr- rymirim rlIPPIAIr
-
SE 1/4
SEC. 14. 7WR 23 N, RGE 5 E, W M.
�N D'A"& (5)
(SEE. FIG. 3-009)
3' MIN.
RAMPQ
TEXTURE
!�w
Co
tq
2' MIN.
NOTES: FLUSH—"""'*""
1. RAMP AND APPROACHES HAVE MINIMUM 10'
32 IN. CLEARANCE FROM OBSTACLES INCL 6' 4* MIN.
HYDRANTS, POLES, AND INLETS. 12:1
(2) RAMP SHALL BE TEXTURED USING TRUNCATED
DOME PATTERN. (SEE DETAIL BELOW.) 71T EXSPANStOM
4" THICK CEMENT CONCRETE SIDEWALK _.
3. RAMP CENTER LINE SHALL BE PERPENDICULAR SECT ON- VERTICAL CUR
TO OR RADIAL TO CURB RETURNS UNLESS
OTHERWISE APPROVED BY THE COUNTY ROAD 10,
ENGINEER. 6- 4' MIN.
FLUSH 12.1
RAMPS SHALL BE CONSTRUCTED AT 12.1
CORRESPONDING'SIDEWALK LOCATIONS
ON OPPOSITE SIDE OF STREETS WHEN
E BREW &
RAMPS ARE CONSTRUCTED ON ONE SIDE Lim EXSPANSION JOINT
OF STREET. SEE FIG. 3-006. 5" THICK CEMENT CONCRETE SIDEWALK
@ 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
F 0'21
0.91
SECTION
2.35'
> w
La 2.351
12
2.Wt 2 35'
a/ 0 2.35' '0
0 0
0
w
0.9'
S - QUAIE 0'9' SQUARE PATTERN r
DIAGONAL ALIGNMENT PARALLEL ALIGNMENT TRIANGULAR PATTERN
PLAN TRUNCATED DOME
Department of Transportation CURB RAMP SIX 3-007
Roads Services Division 3-16
2004 Design and
King County Construction Standards
ON 156TH AVE 5F
I-RELOCATE STREET LIGHT CONSTRUCTION CENTERLINE
AND POKER POLE TO FACE INSTALL 8*1 NHITE THERMOPLASTIC
OF WALL STRIPE NTH 2W RPMS SPACED 20' 0. C INSTALL CHAINLINK FENCE ON PROFS?TKLIIVE, TYPE NO. 4 OR 6
16" HR17F 1HERMOPLAS77C STOP BAR PER XCRS DWG NO. 6-001, 6-004 (WSDOTIAPWA STANDARD). 4' HIGH MIN HEIGHT #HERE WALLS
-002 ARE 3' HIGH OR GREATER (TYP)
PER KCRS DWG NO. 6
STA. I*JJ5, 6' LT.
END STRIPING APFROZIMA TE EDGE OF FOOTING FOR CONCRETE WALL. A
NOTCH WL L BE PRO WDED IN FOOTING TO A CCOMMODA TE
0 43 & 53. SEE STRUCTURAL WALL PLANS FOR MORE
6' INFORMATION.
a
O
5g.
lwwwmwEy�,,
0�
'avow
CROSSWALK MARKINGS
OR CROSSWALK LOCATION.
NOTE*
1D 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.
LANDING SHALL BE A MINIMUM 4' X 4%
,
Department of Transportation CURB RAMP M 3-008
Roads Services DIVislon WITHIN RADIUS 3-17
2004 Design and
King County Construction Standards
--- - -- . ... ....
....... . . ...... .. .
....... . . .... ...... .... ..............
R=150' 3 S. E .1 36th ST.
ORHOOD COLLECTOR - 25M
ph)
..............
—STA. 1f83.5, 6RT R=150'
ss
RIW LINE (TYR)
11
ME
no