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A PORTION OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
FOR PROPOSED 116TH AVENUE S.E.
ROAD SECTION, SEE SHEET DT--01
SAWCUT EXIST. PAVEMENT
AT THE EXIST. FOG LINE REMOVE EXIST. MAILBOX
TO LIMITS SHOWN
REMOVE EXIST. MAILBOX EXIST. WATER METER BOXES TO
OF RIGHT OF WAY BE RELOCATED BY OTHERS
� I
I CURB RAMP
STA. 106+33.72, 27.50' RT.
RELOCATE EXIST. "ADOPT A ROAD" f I
SIGN FROM STA. 106+6.59, 19.32 _
RT. TO STA. 106+ 19.81, 27.50 RT. �I - -•
_ -_-L
STA. 105+69.77, 14.49' RT. = _ - �`L'�rL' hurl' hrL�' - 08+(�Oh`L�'.
BEGIN ASPHALT TAPER 106+00 h h h 107+OOh 1
—� _ 1 - 1
ELEV.=521.43 ---- -_ _ - -=NX—� --0— - -— - — M=l
� o
INFILTRATION SWALE, -�., ;---�s_�__- _- __.__ h h �, h
SEE DETAIL THIS SHEEP
PROVIDE POSITIVE DRAINAGE TO MATCH
EXISTING DITCH @ 0.5% MIN. SLOPE
BOTTOM OF SWALE=520.50-
TOP OF SWALE=521.50
EXIST. POWER POLE TO BE RELOCATED
BEHIND THE SIDEWALK BY OTHERS
STA. 106+27.32, 26.00' RT.J
END ASPHALT TAPER 6
BE IN- VEITf6A- URB &GUTTER
EXIST., FIRE HYDRANT AND
ASSOC16TED BOLLARDS TO BE
RELOCATED BEHIND THE
SIDEWALK BY, OTHERS
STA.-106+67.10, 42.00' RT.
PLUG AND CAP EXIST. GAS
LINE BY OTHERS
6'
3' 3' 1' MIN. TO EDGE
T_ F� OF PAVEMENT
i
SWALE FLOW LINE
NOTE: MATCH EXISTING
DRAINAGE DITCH VEGETATION
INFILTRATION SWALE DETAIL
SCALE: 1 " = 5'
REMOVE 125 L.F. OF —'
EXISTING WOOD FENCE
STA. 106+94.39, 34.70' RT.
EXISTING HOSE BIB TO BE
REMOVED BY OTHERS
MATCH EXISTING PAVEMENT
CROSS -SLOPE
STA. 108+58.56, 26.00' RT.
END VERTICAL CURB & GUTTER
TRANSITION 3' TO CB FROM VERTICAL
CURB TO ROLLED CURB
SEE DETAIL ON SHEET DT-04
C.B. #25
SEE SHEET RD-01
S.E. 189TH LANE
(PRIVATE ROAD)
i I i
109 +00I
-- -----i,� -j�� - - - T ---- -- ---� 1-0
XX
/•'� r PLUG & CAP EXIST.
1 , GAS LINE BY OTHERS
I RELOCATE EXIST. "PEDESTRIAN
CROSSING" SIGN FROM STA.
Y 08473.46, 20.92 RT. TO STA.
i nRa.�7 r17 '�7 07 RT
4 3 �
EXISTING POWER POLE J
TO BE RELOCATED
BEHIND THE SIDEWALK
BY OTHERS
116TH AVENUE S.E.
SCALE: 1 " = 20'
20 10 0 20 40
CONTOUR INTERVAL = 2'
HORIZONTAL DATUM: WASHINGTON STATE PLANE
COORDINATES, NORTH ZONE, NAD '83/'91, BASED ON
TIES TO KING COUNTY PUBLISHED CONTROL.
VERTICAL DATUM: NAVD '88, BENCH MARK - 4'X4'
CONCRETE MONUMENT WITH LEAD AND TACK IN CASE
LOCATED AT THE INTERSECTION OF SE 192ND ST AND
116 AVE SE. ELEVATION = 514.98 FEET.
INT'X STA. 109+07.23, 116TH AVE. S.E.
= STA. 10+00.00, ROAD D
EXISTING ROAD (� STRIPING
- --- -- END PAVEMENT
-- -� ------ STA. 109+54.68, 14.57' RT.
-- --- - _ __ _--_- ELEV.=518.58
110+00
..
ITT
�- PROTECT EXISTING
DRAINAGE DITCH
RELOCATE EXIST. MAILBOX FROM
STA. 109+36.62, 19.42 RT.,
TO STA. 109+36.62, 23.54 RT.
EXIST. POWER POLE TO BE
RELOCATED BEHIND THE
SIDEWALK BY OTHERS
END ROLLED CURB
STA. 10+50.58', 11.00' LT.
ELEV.=518.02
RELOCATE EXIST. "NO
STOPPING" SIGN FROM STA.
108+99.69, 20.92 RT, TO
STA. 108+64.22, 36.89 RT.
WARNING!:
OVERHEAD POWERLINES ALONG RIGHT
SIDE OF 116TH AVENUE S.E.
NOTE:
CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING
(206-263-6110) AT LEAST. 3 BUSINESS DAYS PRIOR
TO STRIPING TO COORDINATE CHANNELIZATION LAYOUT
AND SIGN INSTALLATION.
KING COUNTY n.D.E.S.
WwE ineer Completion Date
for Erirkr Completion Date
D
�MES� H SAN RSt ^� E. Ap rov I Date
Comments:
KING COUNTY T FIC ENGINEER
ENGINEER
ENGINEER
SUPERVISING ENGINEER
v
R D-04
7-1
7 OF 20 SHEETS
R-404507