HomeMy WebLinkAboutTED4003193.4PAVEMENT O VERLA Y NOTE -
PER KCRS SECTION 4. 01F, A 1 INCH FULL WIDTH 0 VERLA Y SHALL BE REQUIRED. THE 0 VERLA Y MA Y BE
WAI VED ONL Y AFTER AN EVAL UA TION OF PA VEMENT CONDI TIONS OR CHANNELIZA TION REQUIREMEN TS HA S
BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER IF ROAD
SURFACE FAILURES ARE PRESENT, ALL APPROPRIA TE REPAIRS TO THE EXISTING SUBGRADE, BASE MA TERIAL
AND SURFA CING SHALL BE MADE PRIOR TO PLACING THE 0 VERLA Y,
!, 41414, 2
MAX.
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6" PERFORA TED P.
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UNDERDRAIN
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UNDERDRAIN DETAIL
NO SCALE
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SCALE: 1" = 50'
0 25 50 100
BASIS OF BEARINGS
N0028 54 "E BETWEEN MONUMENTS FOUND
IN PLACE AT THE SOUTH QUARTER
CORNER AND CENTER OF SECTION
14-23 5 PER HIGHLAND ESTATES,
ACCORDING TO PLAT RECORDED IN VOL.
212, PGS. 10-1.3, IN KING COUNTY,
WASHINGTON.
DA TUM
NA VD 88 PER CITY OF RENTON
SURVEY CONTROL NETWORK
BENCHMARK
BROKEN BRASS SURFACE DISC IN THE INT
S.E. 128TH ST & 156TH AVE: SE. (CITY
OF RENTON PTI 210.3)
ELEV = 547.94 (167 01,E METERS)
3" BRASS SURFACE DISC IN THE IN N.E
4TH ST. (S. E 128TH ST ) & 148TH A VE.
S.E. (CITY OF RENTON PT# 1852)
ELEV = 454.77 (1.38.614 METERS)
NOTE CONTOUR, BOUNDARY AND
TOPOGRAPHIC IIVFORMA 70N SHOWN
HEREON BASED ON TOPOGRAPHIC
SURVEY PROVIDED BY BARGHAUSEN
CONSUL 7NC ENGINEERS, INC. BOUNDARY
VERIFIED BY CORE DESIGN INC.
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ENG COUNTY D.D.E.S.
REVIEW ENG/N C04k,00V DATE
SENIOR ENGINEER COMPLE77CW DATE
JAMES H. SANDERS, P.E. APPROVAt DATE
DEVELOPMENT ENGINEER
COMMENTS•', 1 )�
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03.01
18
PROJECT NUMBER
04009
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