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102,000 3694 3692 3690 3688 3686 -I 3684 SCALE: I" = 100' 25' PERMANENT EASEMENT o o o ~ o N o o Q. If) o N STA. 95 + 00 BEGIN CONSTRUCTION MATCH EXISTING DITCH N.10Itl40.07 E. 205,279.334 (WICKMAN FARMS INC, 1'%1 I~I I~I Izl [=>/ 8 ,.1 ,I t I 1.1 1 " I' I STA, 95 I 00 TO STA. 101 +90 EXCAVA1E BOTTOM OF EXISTING DITCH. DETAIL I ~ ----:::- --".-..- -~~ ~~------:::.:::-;-~----- ;:::.---;::/'- ~;---::;:::-::-- ~ - _____ ----- ---- ::;"r ------ +.&. -- -- ----- -:::::---- ---- - STA, 101+2_5~STA. I 2+12_.!. . -----~/~~ ;:::.--- ~ ~ RELOCATE EXISTING TELE, ~~~--.;:;;: ~-~ .----:::::::: ~- CABLE. WORK BY /:'---"":.---':1' ::",.- :/"_ ---- ~ ....--I" HAXTUN TELEPHONE ~~______~ ~ d~--:::::~~ ~/'-----=::: \,~I. -~ .--::"y~ ~------ - ~. Dr 'I' .:.--- ..-- ...,---- 1 \0 0 ...:;;; --" ;0 ~.....-- s. .~~ ;:::---- =---..----- ~ \o9;...:;;;~~ ~______ ____ ------ ~---- ---"" ~ ~ ~------- .1,,: --" ~y--;:::'--- ---- .- ;\f -;:..r-- ~ :: 0---- \ (:::::---- ______ ::::;;,c--- _____ ____ ..-- ~~ oPo-\> ~ ~Po-\\...~ t STA. 101+90 TO STA, 105+00 I TRANSITION DITCH STA. 108+07 RELOCATE E ISTING TELE. WORK BY H XTUN TELE. 90,00 " RT. STA. 102+08 TO STA.IIO+OO CONSTRUCT 792 L,F. OF 1 STRAND BARBED WIRE FENCE 25 RT,OF DITCH CENTERLINE, CONNECT TO EXISTING FENCE AT STA. 102+08 STA, 105+00 TO STA.IIO+OO TRAPEZOID DITCH, DETAIL 2 <t U.S. 138 TO SURVEY <t = 20' , ''2.: ~-=---" 100 RO.W. s,1'!>0 1::.--- ~ 60' "I-~ - ~~:::::---- ~ ~ ...------------- 'I- ~ ~____ r _______ __ -- U~\O~ .-'~~ \ p'l. STA. 101 b.= 020 18' 0 . N.10I,616.19 E. 204,626.67 EXISTING DITCH ~ (f\ ~ ~ ....\ 0' PI. STA, 105+00,34 b.= 020 18 00 LT, N. 101,527,36 E. 204,329,31 BEGINNING OF SURVEY CENTERLINE STA, 5+00.34 SURVEY = STA, 105 +00,34 DITCH 40.00' OFFSET TO ~ AHD. N. 101,489,521 E,204,342.290 BENCHMARK 14 : P.K. NAIL IN PAVEMENT NORTH SIDE OF U,S, 138 NEAR SURVEY ST .6+00 ELEVATION 3694.43 W 10 ...J <Xl m ~ ci ~ Cl 0:: W wo::d z ...J cnu 0 .~ ["/1 ~' I 1\ II W . W X ..JW ...J 'I I W...J --_ wW I-W ---_ I-....J~~ C)I- - -:.w. .......; ~I~ ____ Zi I 1-::1 ---- _z I en I- EXCAVATE BOTTOM OF lnl~ x ~ EXISTING DITCH ____________ ~IX I I w:J: UNDER BRIDGE . . ~ ~ ~'>-. 1->-1 I j~ g ~{ I ~ ~ --___~-~~~ 0::::_ --- ...J W .1- Oz w::I 0...1- 'x ...J<I: WI:J: I- )::..... ~ -- z.... --- -:.:: 1-0:: eno ~:: wen I-W <I:...J um 0<1: ...Ju WI o::~ --- --- --- --- --- --- :r: u I-- o c:> Z I- I-- I/) x W :r: u I-- ~ ~TOP OF NORTH BANK -- -- -- -- --- --- --- --- LO I-- W W :r: I/) WI W I/) W Z ..J :r: u I-- e::( ~ --- --- ---- --- I Z o I-- g ~ EXISTING DITCH INVERT I-- ------ (/) ------ Z o U IZ c:> W CD --- PROPOSED DITCH INVERT -- -- -- --- --- --- T APEZOID DITCH -DETAIL 2 5 0.00 L.F. a 0.10 % , TRANSITION DITCH 310.00 L.F. cctl 0,10% EXCAVATE BOTTOM OF EXISTING DITCH - DETAIL 690.00 L.F, (Q) 0,10% - -- --t I " 0 3682 0 0 0) 0 0 10__ 0 10 10 ~ co <Xl r-..: r-..: 10) <Xl co 0 <Xl <Xl lO u:> u:> 0) u:> u:> r<') o~ 8[': + ~ o~ 0 ...... C\J 10 0 0 0 - C\J 0 ...J ...J ..J +i>J 0 ...J + + W + + ...... W + + W W L _ -----.-.----...--- -------------- .- ------ ------ - ________u__ r 90 110 105 100 95 , r,-'/ \) , ~ 1:1 "' ~ " '" ry ~ '-' < z ct: w n\\~D~~ THIS DRA~'\iING IS THE PI-iOPEHTY OF AkIX, AND IS NOT TO BE REPRUDUCED, r\10DIFIED OR USED FOH ANY OTHEn PfiOJECT OR EXTEN SIGN OF THIS PRO- JECT EXCEf'T BY AGFlEUvH:NT WITH SAID COMPANY A Division of Versar, Inc. Gleeley, Colorado Grand Junction, Colorado Riverton, Wyoming Provo, Utah Tempe, Arizona --- o o o 0.0 o N --- SCALE DRAWN CHECKED APPROVED -- VERT: I" = 2' HORIZ.: I "=100 J.T J.D,A, G,P.B, DATE JUNE, 1990 PROJECT NO 9062,00 _.6723.... 3694 3692 3690 3688 3686 3684 3682 TOWN OF CROOK, COLORADO SUB-DRAIN AND FLOOD CONTROL IMPROVEMENTS DITCH PLAN AND PROFILE