HomeMy WebLinkAbout13-1-60.3W1
21
2' 11"
2' 9 1/2"
2'
r
TOP OF
GROUND
SECTION C — C
3' II I/2"
8'
4' I" TOP OF 3' b"
12" PIPE (EST) ,
2' 9„
2' 9- 1 /2"
3' 5"
3' 3" TOP OF
12" PIPE (EST
4, 4'
8" SECTION A A
53" TOP OF 3' 6" TOP OF
12"PIPE (EST) 2' 10 i/2" 12"PIPE (EST)
TOP OF GROUND
3' 7 I /2-�" 4 , 3 , 5„ � 8 I /2 21 21 3' 9 �� 3 , 3„
2 4
A
8'
SECTION 4° 2' 9 1/2"
5' 6" TO TOP OF
'
12" PIPE (EST) 3' 3" TO TOP OF 6" 8
3' 9" TOP OF GROUND PLASTIC PIPE (EST)
3' 7" 4' 1 2' 4 1/21'
4k ALL EXCAVATED MATERIAL
�► TO BE REMOVED TO AN
89' 8 I/2" APPROVED DUMP SITE
8' SECTION D D /3 67
4 6 TO TOP OF 3' 6" TO TOP OF 6"
12 PIPE (EST) ) TOP , I OF,GROUND 3 / 3 / 211 4 , pLAST.IC PIPE (EST)
DRAINAGE PLANS #3
EXCAVATION �o
3' it 1/2" 41 4' COPYRIGHT CEDAR RIVER HANGARS NOV 1984
RENTON WASHINGTON ALL RIGHTS RESERVED
g SECTION DRAWN L WEAVER SCALE 1"=20'
A P PQK L__