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FILE NAME C: XWorklProjectWiseIBTJV00021dms022691BTJV0002 DE 405- AB.dgn 5 Mo S ro J
TIME 11:29:50 AM REGION STATE FED,AID PROJ.NO. �� g WAS,11 C1y f
DATE 8119/2010 Q AS -BUILT 716110 ims
10 WAS to
PLOTTED BY kxla Q NDC 77 - DETAIL ADDED 09122/0$ imsy. i
1 F ,
DESIGNED BY E. ANDERS Q NDC 59 - ISSUE FOR CONSTRUCTION REVS 06109108 MS .roB NUMBER ! - 2 7
ENTERED BY S. WHITE IFC 5/22/08 MS° 9
CHECKED BY J. TORRIE ANDC 46 - REVISIONS 0510510$ MS NAB �-N
CONTRACT NO. LOCATION NO.
PROD. ENGR. L. HODGSON Q ISSUED AT RISK 03105108 MS Q Ito
C -7295 DATt
REGIONAL ADM. D. DYE REVISION I DATE BY P.E. STAMP BOX
DATE
P.E. STAMP BOX
0.875' HMA PATCH
0.33' HMA FOR
� rD R 8 '1 (D R8 �
66 69 _
0.375'C
PIPE ZONE BAI
CSBC 95% COI
GRAVEL BACKFII
FOR PIPE ZONE
BEDDING
95% COMPACTIC
♦U r 1 A on v
-"'-STORM DRAIN
FILL OVER PIPE (D'R_8'�
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SEE STANDARD SPECIFICATIONS SECTION
7 -08 FOR ADDITIONAL REQUIREMENTS
TRENCH SECTION FOR OPEN CUT � v v
IN PAVED SECTION NOTED BELOW
PIPE DIA
TRENCH WIDTH
12'
3.5'
18'
3.75'
24'
4.5'
SAWCUT
ING PAVEMENT
COMPACTION