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3700 3698 3696 3694 3692 - 3690 o o o - o N )( J( )( -- ~~ ~~ 0(;1 'j:.6\ (:.k -z,.0 (1'\0 o o o N o N o o o r<') o N C\J..... ~z lOW cn~ +~ 1"-0 =~ .:X: e::!0 1-0 (J)U STA, 110+00 TO STA. 136+00 CONSTRUCT 2,600 L.F. OF 4 STRAND BARBED WIRE FENCE 25' RT. OF DITCH CENTERLINE 6723 o o o <:t o N (])~ (1'\~ (1'\0 (]):s:. ~(:. ~~ p 3700 3698 3696 V I- IW W :c (J) W W (J) W Z -l :c IU l- e::! ::E 3694 3692 3690 101,000 ul 1O t- W W :c (J) wI- W (J) W Z' --l :c U l- e::! ::E STA, 110+00 TO STA. 136+00 TRAPEZOID DITCH - DETAIL 2 )( ,SECTION I T.IO N. R.49 W. rf -;J( ( ).., SECTION 12 T. 10 N. R. 49 W. 10..... ~z C\JW ~O~ +~ 00 !2~ ':X: e::!o 1-0 (J)u INC.~ /WICKMAN I " --I( ;( 1'( FARMS 1 0 TRAPEZOID DITCH - DETAIL 2 2,600 L.F. (6) 0,10% 0 3688 0 0 .0 0 .0 10 3688 +0 0 lCl q lCl q 00 W-: 0 J'f)- - 0 0 (]) (]) 100 -(]) (]) (]) (]) co co W .ID ID ID ID ID ID 0': ~: or<) or<) or<) Or<) Or<) O. O' o..,i o . o..,i O-l (J)W +G1 +~ +W +G1 +w +W 135 130 125 120 115 114- 110 n 1.1) '" m ~ c, ~. N '" '" co Z' <" ~ "' m x H - ), ~, ). J. -- I( l. J.l I, -- )( \7..0'--;;:; ~ ~/" ~.,.~~...c--- ~ ~--- \ SCALE: I" = 100 I 100' R.O.W. SURVEY CENTERLINE ~ -- \~.~ 1 \ 0 O~~.....,;;;;. 00-- ~ At" ..........""""" ~ "( ~ /"~~ ~ --- ~~ ~ ..' /" "( ~?---- .......... ---- ~ ~ ~/"~~ -..........----- ~ 1>-'0 ..._~ ~;:::..-- ____ ---- "( ~ \e. ~I>-\\...~o ~~ ~ ____--- ~ \'I>-e.\f ~ ~ ____ --..---::::---- u~\o~ ;:::--- .......... ~ ;:::--- ..-- ---- ---- J- ~ B.M,12 25' PERMANENT EASEMENT EXISTING DITCH c--- /" ;:..--~o ;;Ar .- ::s--- / ----~ ~ ~ ~----- --- ----- - BENCHMARK II P.K, NAIL IN PAVEMENT NORTH SIDE OF U.S. 138 NEAR SURVEY STA.284-20 ELEVATION 3697.88 BENCHMARK 12 : P.K. NAIL IN PAVEMENT NORTH SIDE OF U.S, 138 NEAR SURVEY STA. 20+00 ELEVATION 3696.03 BENCHMARK 13: P.K. NAIL IN PAVEMENT NORTH SIDE OF U.S. 138 NEAR SURVEY STA. 12+60 ELEVATION 3695.67 --- ---- ---- --- --- ----________~TOP OF NORTH BANK -- -- - -- -- -- -- --- --- ---- ---- -------- -- --- --- --- - ----____ ____ _ ~EXISTING DITCH -- -- -- --- --- --- --- ---- --- --- ---- --- ---- INVERT PROPOSED DITCH INVERT SCALE VERT.: (" = 2' HORIZ,: 1"=100' J.T. J.D.A, G.P.B. d\\~Dl~ THIS DRAWING IS THE PROPERTY OF AR1X, AND IS NOT TO BE REPRODUCED, MODIFIED OR USED FOR ANY OTHER PROJECT OR EXTEN- SION OF THIS PRO- JECT EXCEPT BY AGREEtI,.1ENT WITH SAID COMPANY. DRAWN CHECKED APPROVED A Division of Versar, Inc. Gleeley, Colorado Grand Junction, Colorado Riverton, Wyoming Provo, Utah Tempe, Arizona DATE JUNE, 1990 PROJECT NO 9062.00 TOWN OF CROOK, COLORADO SUB-DRAIN AND FLOOD CONTROL IMPROVEMENTS DITCH PLAN AND PROFILE