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SECTION 10, T. 10 N., R.49 W. SCALE: I" = 100' 100,000 STA.211+77 CONSTRUCT DIKE ACROSS EXISTING DITCH SEE DETAIL PI. STA. 211 +55.00 l::,.= 22030' 00" LT. N. 99.717.37 E. 193,977.033 STA. 212 + 20.64 TO STA. 215 +00 TRAPEZOID DITCH - DETAIL 2 STA. 211+66 CONSTRUCT 84 L.F. OF DOUBLE 66" CMP CULVERT 1.9' COVER INV. EL. IN =3701.47 INV. EL. OUT = 3701.33 REMOVE AND REPLACE PAVEMENT SEE NOTE ON PROFILE P. \. STA. 212 + 20.54 l::,.= 67046'20" LT. N. 99,693.444 E. 193,916.016 SURVEY PI. STA. III +86.85 = DITCH <l STA. 212 + 25.65 6.= 900 16 '20 II LT. N. 99,687.73/ E.193,957.941 42.00' OFFSET TO DITCH <t.. AHD. BENCHMARK 8: 3-60d NAILS IN POWER POLE H 389 -440 EAST SIDE OF CO. RD. 81 EL.3709.67 3708 3706 ----- 3704 3702 en I- WI W :I: (j') W W (j') 3700 w z - ...J :I: TRANSITION DITCH TO ~I CULVERT <l: 12.64 L.F. ((j) 0.17% ~ ~r 3698 3696 TRAPEZOID DITCH DETAIL 2 00 279.36 L.F. (ci) 0.14%-, 00 O'~R 0"" +~ --- . .-- --------.- - 215 ~ ~ '" "" ~ -, N ~ '" C') z ~~) ~ w 10 t- 00 . 0 00 t- l2 ":1 ""-...J .00 w ...J woo.:, <to 0:0 wCl: t-. t-o +u , t- ~ ,0 t- ,.., 'en . ~~O...J ~....:ow oOa; C\J t- Olz +,.., +)-: C\J . C\J > _...J-z _NIJ.l C\J \' I t>.."'> >>." 'd 1,1 r j I I I 1 It I Ij ,I , I ~ I ~ I I L SEE o o 0_ <;t- en SECTION II, T.ION., R.49 W. o o o_ lD en o o 0_ U) en ---.. ;;.---- ..- x DO NOT DISTURB FENCE ON NORTH SIDE OF DITCH N. 88054'40" W. ~.M.7 210 . '------>'- - . ~'o -.. "'-------" --...... x ~ -----..\~-- .",,~) B.M.8 ') l' ...~'V ..' ------ '.. 0:----- \V ~,.-..+ v "-~ ......----... ~.. '-J/ ... DON AND HAZEL L. LUKENS SHEET 9 ROBERT AND BETHANY R. MONHEISER JIM V. AND JUDY R. ROBERTS STA. 202+85.78 TO STA. 206+91 STA. 207+91 TO STA. 211 +24 TRAPEZOID DITCH - DETAIL 4 STA. 202 +86"! EXCAVATE EXISTING DITCH FOR A DISTANCE OF 200' WEST. SLOPE = 1.5 % MATCH EXISTING DITCH AT WEST END ~. \. '. "" \+j ~. ... -ft: " r P.1. STA. 207+71.43 [ = STA. 107+84.75 SURVEY A= 26045'10" RT. N.99.710.085 r E.194,360.534 t 30' OFFSET TO ~ AHD. SURVEY PI. STA. 107+ 77.62 6.= 26045 '10" RT. N. 99,679.954 E.194,367.097 GRACE STUMP '~---'-- ----- -f-~ <t.. ROAD EL. = 3708.8 REMOVE AND REPLACE PAVE NT. REP 12" BEYOND EDGE OF TRENC NO SHA BITUMINOUS PAVEMENT, CD~H GRADE CONSTRUCTED IN 3 LIFTS '1 ------ 00 ,.., ---- -------- ---- ---- RELOCATE EXISTING TELE. CABLE. WORK BY HAXTUN TELE. 84 L.F. OF DOUBLE 66" CMP CULVERT(Ci) 0.17% l!) . t- o o t- TRAPEZOID DITCH -DETAIL 4 ,.., 333.00 L.F. 6)0.17% o t- o"" O' +~ 't,- ...J _w enz +- t-;> Oz C\J- 210 4-*/ l~( fJ I i J ./' )' ~" t I \ STA. 196 00 t : ~~~~l~~~~. 6~A~& O:Lb~L~~~ g~LVERT. EXISTING ()ITCH. L.\ ... .4 / "'~"f (P\~ /~L .'~' \. L~~~ '--.Y . w /"~ ~". STA. 190 +00 TO STA. 202+85.78 TRAPEZOID DITCH - DETAIL 4 \~ STA.191+30:!: ( CONST~T Sp+L.F.OF 18" MP CULV 1.'.2 -COVER. MA CH ..R11W I~ F EXISTING DIT H. / / x .' w w W '-J/ / , w +wr/ \. KENNEl-hi D. AND I ROBERTIA. U LYNCH : - -~-.... , It~------ ......-... .. 200 N. 890 23'OO"W. >< ..- x )( )( w >< ~ ~... /' ~ w 'f"/ DON AND / . HAZEL L. ~/ LUKENS l. ft )( " T 6723 ,",,"" i I t- wI- Zw ...Jw ::c :I:CJ) U I-w <l:w :::E(j') ~p If. ----00- ~O o + o en )t --..- DITCH SU VEY PI. STA. 102+8~ l::,.= 60I6'50"LT. N.9 ,894.256 /" E.194,813.103 . / SURVEY CENTERLINE ( ~) , L 25' CONSTRUCTION EASEMENT 45' PERMANENT EASEMENT 25'PERMANENT EASEMENT 3; o o en <;t- o o o en .~...~... STA.210+00 w + MATCH LINE // ROAD .-/ . ./ K ".,,~ -.. .. A" STA. 207 +4 f . --.v'?<,/..Tw) CONSTRUCT 100 L.F. F DOUBLE .' /:<......:.:.::.-/ 66" CMP CULVERT I.d' COVER iw ~/ INV. EL. IN = 3700.7t / ../ INV. EL. OUT = 3700. 9 ,'w( / / STA. 190+00 TO STA. 204+20 STA. 207+70 TO STA. 211+31 CONSTRUCT 2,131 L.F. OF 4 STRAND BARBED WIRE FENCE 45' LT. OF DITCH CENTERLINE. CONNECT TO EXISTING FENCE AT STA. 204+20t, 206 + 60:!, 207+ 70 t, 211 + 31 t CONSTRUCT 16' WIDE GATES AT STA. 204 +40, 206+60,207 + 0 AND 211 +3\. REPLACE EXISTING FENCE AT CULVERT CROSSING STA. 207 +41 (175 L.F. t) / IR SECTION SHALL EXTEND L BE FULL DEPTH HOT X,9 INCH THICKNESS BENCH MAR 7: 3-60d NAILS IN FENCE POST NORTH OF STA. 109 +00 ELEVATION 3707.42 BENCHMARK: TOP OF REINFORCE ROD SOUTH SIDE OF FENCE 8' LT. OF SURVEY STA. 99+62 ELEVATION 3706.17 ~-TOP OF roUTH BANK -- --- -- - ---... ---- -- ------ .--- -- -- '" ---- y.--- \ , \1_____~~EXISTING DITCH INVERT -- -- -~- 12" MIN. COVER --- - ----.. ---- ------- '---.. '" : OF :ST BANK} " - - --.J o t- ,.., .J I Ww 0...J ZOO w<t ooU tJ O...J ,...J OWW W Ol-I-! I- .<t lOu- ~;:) IO_~ C\JO +Cl:+ + . _ 00 _ ,> - <t- =/z C\J u.. C\J C\J- , '.l I ,.., t- o o t- ,.., ...J W ,0 Z W 00 o W I- _,<t "'-U +- t-Cl: 000 C\J~ 100 L.F. OF DOUBLE 66"CMP . CULVERT (Ci) 0.17% TRAPEZOID DITCH -DETAIL 4 405.22 L.F. au 0.17% l!) 'C\J o o t- o"" o . +~ 205 ...J W -I- enl;:) +0 l!) . 0> C\J~ -l \ ;------------i j- \ I \ I \ I I -----~-------------~-- -PROPOSED DITCH INVERT ;> a: TRAPEZOID DITCH - DETAIL 4 1,285.78 L.F. (Q) 0.14% 000 t-~ 'en 10 en ool!) +,.., C\J . O...J C\JW o 00 00 en l!) 0"" O' +~ 195 o 10 en en o~ o. +Ll:J 200 d\\?JD2~ SCALE VERT: ," = 2' HORIZ.: 1"=100 DRAWN J.T. CHECKED J.D.A. APPROVED G.P.8. THIS DRAWING IS THE PROPEfiTY OF ARIX, AND IS NOT TO BE REPF10DUC[D, MODIFIED on USED FOR ANY OTHER PROJECT on EXTEN- SION OF THIS PRO- JECT EXCEPT GY AGREEf\'1ENT WITH SAID COMPANY . ~ (j') 3708 3706 3704 t- I- I~ :I: (j') W W (j') 3702 w Z ..J :I: IU I- <l: ~ 3700 3698 o I~ O~ o . + ~ 190 3696 TOWN OF CROOK, COLORADO A Division of Versar, Inc. SUB-DRAIN AND FLOOD CONTROL IMPROVEMENTS Greeley, Colorado Grand Junction, Colorado Riverton, Wyoming Provo, Utah Tempe, Arizona DATE JUNE , 1990 PROJi::CT NO 9062.00 DITCH PLAN AND PROFILE