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HomeMy WebLinkAboutTED4001861.5E %2, 5EC. '>, TWP 23N., RAEI - 5t!., W M. SEE SHT. F01IM GRA ORIGINAL GROUNE) EXCAVATION ONLY 8- MIN.THICK.NE% 4` Z" 9UAFZy 5PALLS/ --I'MI NUS WASHED ROCK-Z FILTEQ FABRIC —G' PEZF PIPEL NOTE% I. FLATTER SLOPE MAY BE WF0UIIZED I N LE55S STABLE 501 LS Z. PEP F. PIPE AS NEEDED FOR SUB-:IiRFAC- WlaT E iZ . B. SEE 3EC. 5 •01 .KCRS. NO SCALE 09 NOTE: Uj W J z EX ("-72TI NG 6I2OU IJ e CUL- DE Uj \O°o I \2 PIVl51oN 4 This plan is for grading control only, with respect to approximate existing and proposed contours/elevations. A registered Geo- technical Engineer shall test and certify that all excavation and embankment for roads and building pads have been constructed in accordance with the requirements established by section 9.04 of the King County Road Standards, section 203 of the "Standard Speci- fications for Road, Bridge and Municipal Construction", section 7006 of the latest edition of the "Uniform Building Code", and the City of Renton. 3 ,> - 410Mwe 6i — ��1110/10 MATCHLlWE-_ HT- 12 OF 42 � CLE.4R.II�JG FOB 34.5 — - ---440 s �✓� 14 owo > IA\� c s 2 3 90\ \ HOCZui&" AVE:Iv.E _ - 4&0\ \ \ -- 450440 \ EXI�TIt1G f7►VISIDi�1 � 1 f�120POSED FINISHED GRG1DE — -- - - 4W \ \ 5EE 45HT 11 FOK TYPICAL SECTION LOCATIC*J. \ �� 410 A10 \ R� SECTION A -A 1JOTE 2 vr-w-T : I HOK.IZ E? AGGEKATED -GALL :2 W -- J : Io° SEE TYPICAL 'SEGTIC)Q SHT. 2 OF Of-. K10TE: ' 2: VERT : I HOKIZ EXAGG?JZGTED SGALG LEGEND: — — — — — EXISTING CONTOURS (5') FINISHED CONTOURS (2') CATCH POINT, GRADE BREAK OR TRANSITION POINT BETWEEN CUT AND FILL AREAS. _2I J 1.1. E. l NTH CT-. \ 28 AK �3 1 Gt� L I' 40" \ O 40 60 poTU" : US.C. TEM P. BENCH MA IZK \ TOP MON-C4.SE(NO. G LOG —of IKJT.,Of ILWACO / - AVE. ".E. 4 m.E. ZOTH ST. ` ELEV. 440.35 'o �:4�%�-eel p� �1a'�•��! W Z 0 C9 m CD i CD Vl ` i O � lfl _j co ��J LO YI\ O�_CU Iq(nYm z O V 1 Q Z O W a z O = cn < Ij 0 � Y J 0 z � � u C O U) Q _ 2 0 Z d J Z lu Q � O � Q z 1n z� z w Cr a- w O — } w U w Q 0 PROD. NO. 88 - 5021 SHT. OF 42 a h �5z hid orb tv ~ N�z 1