HomeMy WebLinkAboutTED4003193.16PA VEMEN T 0 VERL A Y NO TE-.-
PER KCRS SECTION 4. 0 1F A 1 INCH FULL WD TH 0 VERL A Y SHALL BE REQUIRED. THE 0 VERL A Y MA Y BE
WAIVED ONL Y AFTER AN EVALUA TION OF PA VEMENT CONDITIONS OR CHANNELIZA TION REQUIREMENTS HAS
BEEN COMPLETED AND APPROVED SY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. IF ROAD
SURFACE FAILURES ARE PRESENT, ALL APPROPRIATE REPAIRS TO THE EXISTING SURGRADE, BASE 44A TERIAL
AND SURFACING SHALL BE MADE PRIOR TO PL A CING THE 0 VERL A Y
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EXTRUDED CURB FROM STA 2*84,
.............. AA
T. TO 57A 5* 04, 19 T. SOLID ui
(NO OPENINGS FOR DRAINAGE) W1
45'BULLNOSF
BEGIN SIDEWALK
SCALE: 1 50
0 25 50 100
I
BASIS OF BEARINGS
NOO 2854f - BE711EEN k6WUMf N TS FOUND
IN PLACE AT THE SOUTH QUARTER
CORNER AND CENTER OF SEC17ON
14-2J-5 PER HIGHLAND ESTATES,
ACCORDING TO PL A T RECORDED IN VOL.
212, PGS 10-IJ, IN KING COUNTY,
WASHINGT6W.
DA TLIM
NA VD 88 PER CITY OF RENT6W
SURVEY CONTROL 1VET*VRff
BENCHMARK
BRO(EN BRASS SURFACE DISC IN THE INT.
SE 128TH ST & 156TH AVE SE (CITY
OF RENT6W PTI 2103)
f-LEV = 54794 (167013 METERS)
J " BRASS SURFACE DISC IN THf - INT. N.E.
4TH ST (SE 128TH ST ) & 148TH A IE
S.E. (CITY OF RENT6W PTI 1852)
ELEV = 454.77 (IJ8 614 METERS)
NOTE.- CONTOUR, BOUNDARY AND
TOPOGRAPHIC 1NF6RQA 77CW SHOW
HiRC6W BASED ON TOPOGRAPHIC
SURVEY PRO ODED BY BARGHAUSEN
CONSUL flNG ENGINEERS, INC. BOUNDARY
VERIFIED BY CORE Di_96W INC.
... . ......
EXTRUDED CURS FROM STA 2*84,
...
kill. T.TO STA 5*20, 12 Z T.W1, 1. 5'
OPENINGS FOR DRAINAGE AT 25' C. C.
STA I*IA5J 37 QT
1.2 ALL ENDS SHALL HA VE 45' BULLNOM
STA IJ-f .99 TH �l
ui
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13 UNIT CBU N,
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MAILBOX SEE
DETAIL SHT CJ JI
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STA J* 02 14 SE N07F- HOMES ON LOTS 28 AND 29
TO HAVE SPRINKLERS. STA 0*00 ACT'
13
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SEE DETAIL SHT
CJ J2 (TYR) 14 68 6 1
R =1010
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DETAIZ, SHEET CJ J1
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,MAILBOX AREMOVABLE2-FIXED&
2-FIXED & 1-REMOVABLE -TAIL SY 4JJ1 1BOLLARDS PER KCRS D#G. NO.
BOLLARDS PER 1(6R5 D#U NO
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