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DESIGN DATA FOR NON -NHS. ROUTE DEVELOPER FUNDING
SAFETY IMPROVEMENTS
DESIGN CRITERIA
SR 515
S.E. 180TH ST.
FUNCTIONAL CLASS
URBAN MINOR ARTERIAL
COUNTY - NOT CLASSIFIED
DESIGN MATRIX
5-14
COUNTY
DESIGN CLASS
MOL-2
COUNTY
ACCESS CONTROL
CLASS 3
COUNTY
TERRAIN
ROLLING
ROLLING
DESIGN SPEED
50 MPH
25 MPH
POSTED SPEED
45 MPH
25 MPH
DESIGN VEHICLE
P (SO U-TURN ONLY)
SU-30
SU-30 (WEST LEG)
35.5' LADDER TRUCK (EAST LEG)
PERCENT TRUCKS
< 10%
< 10%
Ex. SEC 32 TWP 23 N RGE 5 E. W M EX PROP
R/W R/W I R/W
40' 50'
2' R/W DEDICATION
6' 6' (VARIES 2'-15')
5.5' 12.5' 11' 12' 11' 29' 5.5'
SO U-TURN AREA
TYPE C TRAFFIC CURB
SEC110N A -A
..I SR 515 STA. 311+32
(, 1� CROSSWALK
107TH PL• S•E' jj V I i SR 515, STA. 311+40.5
o 37 i STOP LINE
-1112 BEGIN WIDE LINE (6' LT.)
2 2003 ADT = 23,000 I f
108TH STA. 2+30 111 SR 515 STA. 311+56.5
NORTH OF S.E. 180TH ST. I
TYPE 3L TRAFFIC ARROW STOP LINE
F- EX. R�W SR 515 _ TACO BELL - �
pw — — — — — —
-- __-
in in
no
Jfl
!S�
EX. R/W
WENDY'S TO RENTON
862-► u,00 1 I a { BEGIN DOUBLE YELLOW CENTER LINE (6' RT.)
O� 108TH STA. 1+93 1 l ; III � SR 515 STA. 311+61.5
TYPE 3L TRAFFIC ARROW I { ENO DOUBLE YELLOW CENTER LINE (6' RT.)
PROJECTED 2006 PM PEAK HOUR , f I ( 1 iiF
BEGIN TYPE C PRECAST TRAFFIC CURB (6° RT.)
1 O (TYPE C NOSING REQUIRED)
TR A!� VOLUMES WM EIR. E S� SR 515 STA. 310+97.98 = VANTAGE GLEN 1 6 00
S.E. 180TH ST., STA. 1+00.00 SR 515 STA. 311+72.5
M.P, 4.88 { , d 1 1:s1 SHE GAS BEGIN TAPER (46' li
10' 6' ' 16' k STA ON SR 515, STA. 312+06.5
BEGIN PROJECT a 4 TYPE 2L TRAFFIC ARROW
TO KENT SR 515, STA. 310+48.80 ` t i ' SR S15 STA. 312+56.5
25 0 25 50
scale feet
END TYPE C PRECAST TRAFFIC CURB (6' RT.
(TYPE C NOSING REQUIRED)
BEGIN DOUBLE YELLOW CENTER LINE (6' RT.)
BURGER KING
END WIDE LINE (6' LT.)
TYPE 2L TRAFFIC ARROW
END PROJECT
1 \ `
_A 1 O0'
140'tIZ5'
SR 515, STA. 313+96.43
`
2.5' ��
— ®ems
_ t
- Ex. TRAFFIC CURB
1
11 ��
1 .5'—
12.5>i
.--. .. �-
�VZi
—
Q
46' �a�o'`�
11� PROPOSED TRAFFIC
1 t
-
� 1
-
— — — — — — — ,,.. — — — — — �
12.5'
CURB
Z
— — — — — r � � � e. � —
12.5'
12,5'
___
Z30
_ EX. R/YV�..
SR 515 (108TH AVE. S E)
R T F
EX. R W' / wr
4.
— �- ®®-
_
—� _
_� �"
0mm
Q
F- 1a1
• P.ROPOSEd IGH O WAY
CURB RAMPS
TYPE 1B
CROSSWALK LINE
GENERAL NOTES
1. REMOVE ALL EXISTING CONFLICTING PAVEMENT MARKINGS AND TRAFFIC
CURB.
2. ALL DOUBLE YELLOW CENTER LINES AND WIDE LINES SHALL BE
SUPPLEMENTED WITH RAISED PAVEMENT MARKERS PER STANDARD PLAN
H-3a.
3. CROSSWALK LINES SHALL BE INSTALLED PER STANDARD PLAN H-5c
(STANDARD PATTERN),
4. ALL CROSSWALK LINES, STOP LINES, WIDE LINES AND TRAFFIC ARROWS
SHALL BE MMA FLAT TYPE D.
5. ALL TRAFFIC CURB $HALL BE PAINTED YELLOW, INCLUDING NOSING.
22'
(TYP.) 4'
STOP LINE
FIRE STATION
SITE
Adft allla
Washington State
SAW Department of Transportabon
King County Fire District No. 40
A
EX. R W S 515 STA. 12+38,5 EX R/jV ( ®- ` ®` jj
E1O TAPER (29°55' RT.
MAATCH EXISTING j DAIRY QUEEN
PRO OSED RIGHT OF WAY
12' "-CURB RAMP, TYPE 1A
13' ~� DOUBLE YELLOW
CENTER LINE
ARBY'S
fl
�J
f
i�
�i
END DOUBLE YE
MATCH EXISTING
WSDOT NORTHWEST REGION
QUAN `lEUZA330N PLAN
AREA TRAFFIC ENGINEER
APPROVED __ DATE ` rMi
ENGINEERING M AGER - SNO/KING AREA
APPROVED`/ DATE p`f1LlA5"`
KING COUNTY SR 515 WASHINGTON
JCT. S.E. 180TH ST.® M.P. 4.86 C1
H77EHERMAN TRAFFIC ENGINEERING INTERSkCTION IMPROVEMENTS SHE 1
15324 Southeast 133rd Count, Renton, Washington 98059 OF
42S-277=1740 tel. 425.277.5718 fax hte0comcast.net CHANNELIZATION PLAN 1 _
R-439003