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'--..., ~"--.... "--.... ~ "--.... '\ \ \ \ \ 122117 US. 138 q 20' ------ 1- _- -_ --~ L...- - ----.1 I I ~ >- w > 0:: ::J en 40' 27.5':!: EXCAVATE BOTTOM OF EXISTING DITCH ~ EXISTING BARBED WIRE (FENCES. DO NOT DISTURB II Ik II I I~ ~ EXISTING GROUND ill ---- / II / II / II / u / -,"- r ~ :I: (.) I- Cl I MATCH SLOPE OF EXISTING DITCH (BOTH SIDES) ELEVATION AS SHOWN ON PROFILE TYPICAL SECTION DETAIL I EXCAVATE BOTTOM OF EXISTING DITCH STA. 95+00 TO STA. 101+90 u U.S. 138 OR CO. RD. 81 tf. VARIES SEE TABLE BELOW DISTANCE "A" ~ >- w > 0:: ::J en STATION 101+90 TO 150+90 212 +21 TO 222+60 223+62 TO 235+00 TABLE DISTANCE "A" 20' 9.7' 15' DISTANCE "B" 40' 42' 33' DISTANCE "c" 5' 6' 5' MATCH EXISTING DITCH TOE j 2 , I I '-. ./ - 25' BOUNDARY OF PERMANENT EASEMENT ./-NEW 3 STRAND BARBED ./ WIRE FENCE DETAIL ~ STA. 102+08 TO STA. 154+50 STA. 223+46 TO STA. 235+00 VARIES SEE CROSSECTIO S P< _----,~ ~~-~EXISTINGGROUND -- r / I ~ '--... .J ........~~ 4.0 \JI \ :I: ~ Cl 2.5 'R / PROPOSED DITCH ELEVATION AS SHOWN /7 ON PROFILE DETAIL 2 TYPICAL SECTION TRAPEZOID DITCH STA. 101+90 TO STA.150+90 STA. 212+ 21 TO STA. 235+00 STANDARD INSTAllATION r- ALTERNATE (For blo.....-sand and tumblweeJ or~Qs. If desired by landowner.) , , 20'-0. ~ '_~'- ~~,.~"ORMAL_SPACI.NG B:,~WEEN L1~E POSTS '\r- 1_....:. END POST WITH'BRACING 1 I .~-. - -tDi -:./ '--......."- ~ 1- ;- i.e. \ -,~. -?"7"'V v--~" lJ-------1~ , : f ',"/,.,,1!.~~/ : : "-METAL STAYSlGALVANIZEDI , J40. L -l4011 ,. ,:, NUMBER REOUIRED, [~Jl L_~_l One befween line Pas!s and Pests hovinq Braces. LINE POST Two equally spaced between Line Posts. BARBED WIRE FENCE WITH METAL POSTS r '\, NORMAL SPACINGI~~7~EENUN~"PO~TS ~, ' 2" z'!., 1 n~^,,'-~ I , __~I-_ ~." ."" -'-- , END POST WITH BRACE ((" 12," "rl~" 2 \-~7 - }... -+- !---~!---:____1 ~~ - --}: 41"t; --j( ~ if' 2 " "I &" I BU < ~ (( '--....... , T-.1~, ...L _.1 ~T----1------ - ~ I I ~\'I;fiS/Y I : t ..... .. \ I ------- -- l_J 28" I :'f-Y;!1 '-METAL STAYS ../ r-" . l_J ANCHOR--'U' 28 (GALVANIZED) L_.J-.i [:~ :..~ ~ Two equally spaced . between Posts. LINE POST .. Fence wire will be slapl~c1 t') wooden posts or tied 10 metel pests os shown marked.. on barbed wire or combination wire fence de~oils. , , I "._~= I - (5\ o ~~ I I L .J ...-, L-' LINE POST CROSS BRACE DOWELING DETAIL BARBED WIRE FENCE WITH METAL POSTS .___::;~?:3/8"X4" STEEL PINS ---~~--= I , , I , , Bore 0 3/8" X 2" Hole in each Post and Brace 10 receive Ihe Pins. Wrap the ends of the Braces lightly with several turns of 121/2 go. smooth Galv. Wire fa prevent spJitllng or Notch Post and Nail with 40 d Common Nails. , --~ -- - - '" '\ \ \ \ \ \ DO NOT DISTURB EXISTING FENCE W I~ ....J >-0:: WW >1- O::Z ::JW en(.) ~ II 11 41 ---t-- II II ~ - (I- VARIES - SEE TABLE , I ~II- >- zl- 0:: WZ <( zw Cl <(~ Z ~w ::J 0:: en o w<( lD a.. W 25' VARIES 6' r---sEE ICROSSECTIO~S MATCH EXISTING DITCH TOE TABLE STATION 150 +90 TO 162+ 27 162 + 27 TO 181 + 39 181+39 TO 184+15 DISTANCE 38 40' 40'- 26' TABLE STATION 184 +65 TO 202 + 86 202+86 TO 211+24 DRIVEWAY GATES 16'-0" MIN, GATE OPENING 20'-0" MAX, GATE OPENING /" HINGE BOLT OR COLLAR HINGE / I TOP ANQ BOHOM) 7'" , ' "\.- "~ 8" ALTERNATE"/~tATE~, / ~/l .. i .. c 6 II ~ -3"3/4" T , , 23/4" I I '- I ;I // /' /' . , r- End Posts fa be braced some os for Barbed WIre Gates : I k...-l " L..J C) DRIVEWAY GATES 7' 0" ' ' " r---"-~ . "----, 7-0 , = ~J--- ~ ~ r-=-=L r--~ _~~_/:...::-1: ___ ~~_______J_ __"..>(/'~_ --~-- // ........ I /"' ''----, - -L~ ~'---- j.-:.{'""- ---.-~~ -- --p _~-L__ ~ __ _~t ~ --.-"""'~~...,.... _. L~__ I I \ j ~~" .;; -";\.7'\7/ I I + l.J 34" L-:..J 34" ",';-.//:^,/:;,}/" L,J 3'" , _ ~ r ') ,."'\ q L.J..,--- L_-' '-.J~ , -~ - r----.. ~E BRACES Wr,en Gales, Angles, Corners or Intersecting Fences ere nof s~ecd:ed therein, Line Braces sho~1 be spaced os fOllOws: Metel POS!S ~ 800' Intervals Wooden PoslS - 1,400' In:ervals 2,5 \} \ - /3'" ~- W Z ....J 0:: WI I- Z W (.) :I: (.) I- Cl '// (F- 6723 45' 25' CONSTRUCTION EASEMENT , I I _______ NEW BARBED WIRE I -' FENCE P< STA. 158+44 TO STA. 184+15 EARTH MAINTENANCE ROAD STA. 158+44 TO STA.184+15 6' 6' 6' VARIES SEE CROSSECTIONS k 2 % 20/0 -- -- ~MIN.6" Y >< ~ EXISTING GROUND - - --L.. _ -- ~r--- _ ./' 2.5 {7 LL 01- >- ZI- 0:: wZ <( zw Cl <(~ Z ~w ::J 0:: II) o w<( lD a..w ________ ELEVATION SHOWN ON PROFILE DETAIL 3 TYPICAL SECTION TRAPEZOID DITCH WITH MAINTENANCE ROAD STA. 150+90 TO STA. 184+15 25' CONSTRUCTION I" EASEMENT lL o >- 0:: <( Cl Z ::J o NEW BARBED WIRE FENCE _ lD STA. 184+61 TO STA. 204+20 STA. 207+70 TO STA. 211+31 DISTANCE .. 26' 30' 1 ./" "--+ LY" ~ o\~D~~ 45' 25' I VARIES SEE TABLE BELOW DISTANCE "s" SEE TABLE BELOW DISTANCE "C" ~I VARIES I '\ SEE CROSSECTIONS I- ZI- WZ ZW <(~ ~w 0:: en w<( a..w VARIES ~rSEE TABLE-- ~I ::J en I.. ---.-:: ~l (.)1 I- Cl 6' 6' Y~fJli SEE CROSSE~TIONS ----- 2%: 2% ~ ~ f ;'r I ~ AI .-____ 2,5 2,5 6"MI ----- lL 01- >-ZI- O::IW Z <( ZW Cl<(~ Z~W ::J 0:: en olw<( lD a..w ~EXISTING GROUND r --~- / I / , --- ------ i I / \, / 2.5 \ I / ~I \... ~______V 2,5 1/ 6' 6' VARIES , SEE I CROSSECTIONS MATCH EXISTING DITCH TOE V DITCH 6" TO 12" DEEP GRADE TO DRAIN Corporation Engineers Architects Scientists Greeley. Colorado Grand Junction. Colorado Riverton, Wyoming Provo, Utah PROPOSED DITCH , { ELEVATION SHOWN ON PROFILE ~\1~ l 7' ." .,~'i , '~".- , ' t , , L~J 40" ,-~ , , L _ .J ----1 ~ - 4'" "-- DETAIL 4 TYPICAL SECTION TRAPEZOID DITCH STA. 184 +65 TO STA. 206+91 STA.207+91 TO STA. 211 + 24 SCALE VERT.: (" = 2' HORIZ.: I"=IOC J.T. J.D.A. G.P.B. SUB-DRAIN AND FLOOD CONTROL IMPROVEMENTS TOWN OF CROOK, COLORADO THIS DRAWING IS THE PROPERTY OF ARIX, AND IS NOT TO BE REPRODUCED, MODIFIED OR USED FOR ANY OTHER PROJECT DR EXTEN- SION OF THIS PRO- JECT EXCEPT BY AGREEMENT WITH SAID COMPANY, DRAWN CHECKED APPROVED DETAILS AND TYPICAL SECTIONS 110/ 1/14 DATE JUNE, 1990 PROJECT NO 9062.00