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HomeMy WebLinkAboutR-404515I EXISTING FOGLINE STRIPING EDGE OF PAVEMENT A PORTION OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. STA. 106+8.48, 9.66' RT. BEGIN EXISTING FOGLINE REMOVAL CL OF RIGHT-OF-WAY BEGIN 4' FOGLINE TAPER (MATCH EXISTING) STA. 107+61.56, 9.00' RT. BEGIN 8" PLASTIC WIDE LINE STA. 107+61.56, 26.00' RT. END 4" FOG LINE TAPER 106+00 107+00 153.08' RELOCATE EXISTING "ADOPT A - ROAD" SIGN PER SHEET RD-04 EXIST. POWER POLE TO BE -� RELOCATED PER SHEET RD-04 RELOCATE EXISTING FIRE ----/ HYDRANT AND ASSOCIATED BOLLARDS PER SHEET RD-04 200+00 i I\� EXIST. POWER POLE TO BE RELOCATED PER SHEET RD-04 EXISTING I STRIPING - i— Z OF RIGHT-OF-WAY 201 +00 STA. -108+61.56, 9.00' RT. END 8" PLASTIC WIDE LINE o� 108+00 0 10, 100, LLJ z 00 > UJ cr 1 (n p-_ �. i STA. 108+64.00 0.83' LT. BEGIN EXISTING STRIPING REMOVAL 109+00 0 0 r � !.. I i RELOCATE EXISTING "PEDESTRIAN CROSSING" SIGN PER SHEET RD-04 i � I 3 II RELOCATE EXISTING "NO STOPPING' I SIGN PER SHEET RD-04 II 3 �F i 1 1 1 10TH AVENUE S.E. R=35' NOTE: REPLACE ALL EXISTING STRIPING WHERE DAMAGED BY CONSTRUCTION OR OBSCURED BY OVERLAY. EDGE OF PAVEMENT ED 202+00 rr I Q STA. 202+49, 10' LT. — BEGIN FOGLINE STRIPING 120TH AVENUE J.E. REMOVE 95 L.F. OF EXISTING FOGLINE AND I STRIPING 0 110+00 c, STA. 109+59.40, 1.00' LT. END EXISTING � STRIPING REMOVAL -- (MATCH EXISTING) STA. 109+69.40, 9.35' RT, END EXISTING FOGLINE REMOVAL R=40' END FOGLINE RADIUS (MATCH EXISTING) EXIST. POWER POLE TO BE RELOCATED PER SHEET RD-04 STA. 10+51, 1 1.00' LT. FROM ROAD C Q AND 0.00' RT. FROM EDGE OF PAVEMENT BEGIN FOGLINE RADIUS s R, A D 0 2031+00 0 204+00 STA. 204+ 11, 10.00' LT, END FOGLINE STRIPING R=35' 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. 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 TRAFFIC ENGINEER ENGINEER DATE sz� ill I�I I � I II 0 - CC 0 .Ml o Map i i ram. `h RELOCATE EXISTING 4 MAILBOX UNITS PER PER SHEET RD-06 � i 1 / DATE s ,,117J SING NGINEER DATE STA. 39+00.45, 8.00' LT. i BEGIN FOGLINE STRIPING I i I R=25' I r R=25' 205+00 0 STA. 205+33, 10.00, LT. END FOGLINE STRIPING T-404501