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HomeMy WebLinkAboutWTR2703526.3SE 1/4, SE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. C.: 3 Ld ry 0 00 O 00 O d F w w V) /Q Q Q � � Q � 0 d4- d� 0000 O'-�2 00 a) O) tY /O OD O \\ P0nZ Ld Gi LiJ l;.J M mmm< <cl=F-z w > 0O w - �QJV) Li V) Q. D 10' 1 30 X J 00 O O X 9 1 CROSS SECTION A CROSS SECTION B 4" 94" MINUS CRUSHED ROCK CROSS SECTION C 10' 2" AC PAVEMENT VERIFY OR PLACE 6" BASE ROCK OR 6" BALLAST PLUS 2" BASE ROCK 2" %" MINUS CRUSHED ROCK 12" 1Y4" MINUS CRUSHED ROCK COMPACTED TO 95% MAX. DENSITY 2" %" MINUS CRUSHED ROCK 12" SELECT PIT RUN W/ MAX. 5% FINES COMPACTED TO 95% MAX. DENSITY A-M FIRE APPARATUS ACCESS ROADS 7K RENTON FIRE PREVENTION BUREAU x 235-2642 �I 45' :. .: :: :� :r: =a =:a �. --- :Q �. �. �h - i `. APPROVED 13Y: EMERGENCY VEHICLE TURNING RADII DETAIL DATE: 06/17/96 SHEET: 1.0 .�AMOV By i W=352603 Call before you Dig. 1-800-424-5555 UNDERGROUND SERVICE (USA) PE1�t� WA s� 0 C 00 DATE JOB NUMBER O 1 11255 Kirkland Way, Suite 300 '` DESIGNED PZ \ Kirkland, WA 98033 SMITH AID BUSTAD 08018.00 W p. 425.827.2014 f. 425.827.5043 i �) COAL CREEK UTILITY DISTRICT JAN. 2009 WATER EXTENSION SHEET NAME LAYOUT 2 DRAWN JMUF4=E SCALE w CHECKED DBH Civil Structural � Planning Survey DRIVEWAY DETAILS An Engineering Services Company paceengrs.com AS SHOWN SHEET OF S Of SYM REVISION DATE BY APP D 9 n .. L_ " , k) - -:> .: R cry- to C-1 ._:3