fLO ORWOWNON, nix, ON
<br />f 1.Al. Ow WC'
<br />MAW) BOCK
<br />ONCAPRON
<br />SECTION A-A
<br />CD DIVERSION STRUCTURE
<br />. .Cwa
<br />12' 11 06:2,4,1[1[1E10DM
<br />rOWZ ""U w'"
<br />1 WOE AN° OUP 401, iN
<br />hI■17 7A4T5 P•,117= ' '""
<br />WOL1 AND BO,. FM ■
<br />f
<br />•WW■
<br />Wo, .073.
<br />‘ ,7,WL ' ELE ' n 7
<br />Com, ',row
<br />OV,LAP REBA, f ROM wWLS
<br />44 rfOWNO BY BINWNG BIAS
<br />"
<br />t'XP1,1'
<br />ONAYACWO LoW PERIACABILIT,
<br />‘ MtruW VIP:nrf
<br />G
<br />FrO ORADAWWW VW, ON
<br />I 4 9,3
<br />I - —7-1,.‘-..„.-
<br />, I I
<br />_
<br />' ?:-
<br />1 Of w
<br />flO0wWw.I,OWNWIPF
<br />, - oinTER W/Pf ACE F. J 2 0 1 It FEE
<br />.--0.1.0,01 10 WiE:BOARD
<br />IT
<br />EX■SW, CPALW
<br />PROMSFO GRAD=
<br />° --
<br />LATERAL DITCH SECTION
<br />L T AI 41^
<br />MPAAP PROTECTION
<br />ATa' YOWL
<br />75
<br />r.LL Cow, OW SlAuolwRr
<br />L
<br />INT A I EATEN., A
<br />VINW041 000NO WALL
<br />r00wW,N7 II,
<br />SECTON A-A
<br />• v Zs> ----\- 4
<br />---t
<br />/
<br />tZLIN,Za" A"
<br />— —
<br />A
<br />J
<br />71F1 RON
<br />PLAN '" A. e..AA NLAONNLNeLN
<br />iND(T
<br />FLOW
<br />,t.;tPud
<br />0.,
<br />AMU) (9-INC.
<br />h CO C4m0wILOX, IN' 10C, ON
<br />31 '
<br />,
<br />NOSS
<br />@ DIVERSION STRUCTURE
<br />s, Ali I
<br />Xtr
<br />occr,.E.o,u
<br />LoN AA „ ANN Amm
<br />Reviewed October 1, 2012 - Mark A. McLean, P.E.
<br />RWCOMIIENDATION FOR ABM VAL
<br />' 52., D ar t k_ 1.re ieY tottivz,
<br />el,511.N7, W UMW, DM 1-1 COMPANY DALE
<br />9- 9 s,EYtt ,
<br />V.,I)
<br />(Th, DITCH LINER
<br />SEALF
<br />„ - --MINIMUM PON
<br />WALE, SIWIACE MR 0 - 20 v 1tET/S,
<br />- - MwoNIWIN 0 MENG.%
<br />FINAL DITCH CROSS—SECTION
<br />12 AC 044.1
<br />°DITCH SECTION
<br />/ TETRA PETER POMP,' COM IN COMPLETE
<br />SRIR IL /
<br />EV SING Lle.,k
<br />CIVIL DETAILS
<br />SMITH AND EMMONS IRRIGATION
<br />DITCH RELOCATION
<br />DUCKWORTH PIT
<br />WELD COUNTY, COLORADO
<br />r , SCOTT COX & ASSOCIATES, INC
<br />, (99,1111, . veyof
<br />C3.01
<br />1216.
<br />
|